The URL can be used to link to this page

Home My WebLink About36355 Well Hill Wayi v r n 14 V v a�- 0 x n 0 J 13 D O D 14 L n 14 V D v C Cr n 0 0 i D O AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GA or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RIM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered TH I KN or Th ik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR orWDW, HDR. Window Header WH or W.H. Water Heater WC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 � SOD F71 F71 F71 F=7 C� D1=1E1E:1=E:1D---1 El E71 E:1 El E:1 Cil7 �I 2074 INDEX OF DRAWINGS I SHEET DESCRIPTION I SHEET No. CS COVER SHEET - 1.1 FIRST FLOOR PLAN t2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN ` 7 LINTEL PLAN & DETAILS y SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SISM DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WIP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ea r J O W L i � a � c®•s C R U N N cc ® L y N y d ® cC dE� c� cr% L am o = d CID N J c� � r ++,,fS pqn aa �zi iv ��. .r 1SC N ab I. r J. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature ann�d! seal. Q h 0 8 04 C co N N .L--- N #' ei fn N (� 0 ik JL. LL LL a w LL W Y 113JEC. Ix M z 3 .N O W V. ILZ Z N O rn�T� m U� co Z N o Z O U U W ❑ ❑ M � N [h o z N Q O Q ti N z U o /4--J C/D - `V Lip C@ U 0 V) � w g �N Sr p, A. " U p..,_ J W S U o Cl)4 421 M 0 M M J � �N � w Z Q U LL- zo 0 �� o t� O E ra U F z W 00 U p < °Z �t O Z V) L B c_ �= m v ¢ Z o�o "m W o m0 F, aW W V)CD T �j o W LL g o a tIJ W az �� S F O W W 4 ' O d � V OI¢ 0U 2 C c 0 E M 0 a� rn N m c9 c� o r Cfl 001 fT c T n� CL (nV Q N m — ^ ' Y J O L0 o Q M � r E 0) v; LO Z Z E 0 E m N a v Q o JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. CSC i u—rr�r r 1 - � CV 0 M KITCHEN MIRROR a0 o 00F=----1MD 11 M VARIES, 2" LESS THAN CABINETS BELOW MI� VARIES �I l� L1'_ KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" 0 CV NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD p--- w 24' TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR TOWEL BAR IN TUB OR SHWR - ON BATHROOM WALL I o e MEDICINE CABINET VALVES TOILET ° SOAP PAPER ° DISH C I HOLDER 9 v Oz 05E 10 w¢ L`¢ 4 M M M v TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS CLOSETS/LAUND SINGLE ROD 42" H UPPER CABINETS --- 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET c 36 H BASE O 0 FINISHED CABINETS COUNTER TOP 30" H BASE O 9 9 LL CABINETS N o 9 W ao u? fh O 2x T h a0 zo FRAMING bN o 1/2" GYP 0 ? BOARD FIN. FLR. FIN. FLR. x SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-1 _T 0 M I" in 1'-4"XV-4" "L" SHAPE CMU COLUMN u v� TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL LO Cl) -4" WE LANAI 8'-0" FLAT CLG. AFF i'V A" FAMILY 8'-8" FLAT CLG. CARPET NOOK 8' -' 8" FLAT CLG`.! TILE 8'-8" FLAT CLG.- TILE _ - - - - FLOOR G.T. - - - - - - - - - - -REF_ 5'-74' DINING #2 SPF STUD STUDS w/ (3)3) 16d GG 8'-8" FLAT CLG. NAILS @ BASE CARPET S3 c° TYI 42" H 1/2 WALL 3'-3" OR RAILING PER SPECS - - - - - -- FLOOR G.T_ - --- (3) 2x4 #2 SPF - STUDS w/ (3) 16d NAILS @ BASE III p c> 07 u 11 d 2 3 4 - 4068 - ARCH (3) 2x4 #2 SPF STUDS w/ HTT161f AT BASE FOYER 8'-8" FLAT CLG. TILE t 6 -4 - r f T I co I o IT j H 1 C7 I 11 ENTRY1 8'-0" FLAT CLG. AF -----1 1'-4"X1'-4" "L" / SHAPE CMU COLUMN • • lir �A � �� AC PAD 6- 6 c,�6cP S3 _ _ W. I LAU N 8'-8" FLAT CLG. D. I TILE 6 _71 4' l✓ 1 LT-23" W.H. 0" 17'-10" EDGE OF SLAB 2" 35 BUILDER TO BEYOND WALL PROVIDE APPLIANCE D1 PROTECTION WHEN NOTE: FINISHED WALLS REQUIRED PER FBC TO BE FLUSH. FIELD -VERIFY. _G_T_ 8-8CLG. CLG. A.F.F.- - -- -1--1 8'-0" CLG, A.F.F. J ��-------� Z W 154' x 22'-' � � I 0 (ATTIC 1 p d � GARAGE `A�cEss -- - Q 8'-0" CLG. A.F.F. O} a ooU- Fr W oN TYP. @ SINGLE j w Lu STORY (SEE AA/S3 FOR p -----STEM OPT.))- S3 r-- - - - - - - - - - - - - - - ---- --- i I I I I I I I I I I I I I I I K I TYP. @ S4 I GARAGE I I O I 16070 OVERHEAD DOOR 3" 16'-0" .1'• EXTERIOR WALL PAD PAD O WALL /- OUT �- HANSON BOX @ 36" A.F.F. ,,,,--DRYER VTE _---PLUMBING LINE TO SECOND FLOOR -WIRE SHELF @ +54" A. F.F. cl� X W W H Q L1J Z J > co uJ U >�� o?d co 2 U 00 00 o HB HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" CA +29.7 / -32.2 © +29.7 I -39.7 +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20 X 38' 18 1 X 37 3 S. H. 14 20 X 50' 181 X 50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20X72 182'X71 S.H. 1112 271/4X26 26X252 S.H. 11-13 271/4X38$ 26x373 S.H. 1 H4 271 X 50 a 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 374X26 361X251/2 S.H. 23 37 4 X 38 8 36 1 X 37 3/4 S.H. 24 374X508 36'X50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 3714 X 72 36 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52' X 251 S.H. 33 54X383 S.H. 34 54 X 50 $ 52 z X 50 S.H. 35 54 X 63 521 X 62 z S.H. 36 54 X 72 5212 X 71 z S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'4" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT, 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-B C 0 c�a a �- a. W ®s CQ m >ee U- a 0 .� CIA g C-4 d 8 C' ea � v 1 ti� •" �i t � � tsr"J}�,� BP�p G•: U. fin Qs CV• tag W ••••...•.•••, p [w! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenbal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W t•^ i 0 C i= o 8 Ed N N W N *� O- ° LL VI a J C/)No ' o^ a avLL O � Wo c rn 3:O � co _ O ywq a Y 0 w O a } W me W m O2t-� Q -� m 05 J W z' QL) U) I= n - o U ❑ao 1 W ( N M _ o g N QQ O Q 0 t - W V) (D `o V Li.d @ 0 u.a o N c T170 .� r- � C3 � r� As < N m � M J � z0 �S w L- 6 E Ecu z o N Z z" I- r® - 0 E &a 0 ¢o U O o �Z L� F% ¢o M C U m m� O OF ''< w o <o C)Qo z o `;g >° MJa i' zla O0 r_C 0 I > M m C L- M CD C) � r Cfl Cr a 0 o N _ -17 L0 LO o L0 N Q M N T 6 � (D T- M M o Z ca E Q �' cc c d E U c c JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING OR - 36" RAILING - 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING _16 r 14 ,13 Zf PRE-ENG FLOOR 12 TRUSS 11 1x TREAD (TYP.) 10 I 3/4" PLYWOOD Ma I 8 DECKING ;0 2x4 THRUST 1x RISERS (TYP.) / 7 BLOCK ___, _.- 2x6 LANDING 00 (3) 2x12 `r / 2x4 FRAMING 5 STRINGERS n 42" KNEE WALL WITH-----( 5 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 DECKING 2x6 LANDING 2 M g OCKRUST 1 2x4 FRAMING TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for Stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side kith 1/2-inch gypsum board. ) SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1: STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH tiN CONT. HANDRAIL RETURN TO *VVL Ut I HIL SC�ALE- NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -\ J U w = _O C7 = 2"13: z SOY 3 D2 SIM. w/ (1) MSTAM36 @ BASE rn fn Lu o D2 N w `r A H10 'l �J TYP. @ 2 STORY. SEE JJ/S6 FOR STEMWALL OPT. (Do 6 1/2 33 SH D2 TEMP BEDROOM 2 8'-0" FLAT CLG CARPET -1 " 1. 6-7" 1 Ql H1 D2 6 TYP. @ D2 (2) 25-SH CORNERS EGRESS iNn ,024 o � 24 M 3 D2 o G.T.SIM. w/ (1) q MSTAM36 _ @ BASE 5068 II 2668 B.F. , '01 1 OWNER'S ME I 10, E I - E I I 4'-8" 4" 4068 mi B.F. ------------ R/SH 7-6" 42" H 1/2 WALL OR RAILING PER 1 SPECS___4 112 TECH 1 11 CENTER I 10 T-3" 1 9 6 188 f _---J 7 D2 BEDROOM 3 4-SH 111002 SIM. w/ (1) 8'-0" FLAT CLG MSTAM36 CARPET I ---- - - G.T. -------- @ BASE 11'-6"--4" 11'-2" ----- G.T_ - - --- - 00 o Sim. w/(1) = I MSTAM36 c7 I � m - @ BASE BEDROOM 4 3 I I 8'-0" FLAT CLG D2 I� G.T.00 I I CARPET 1/2 33 SH m I I D2 I I I M I I I L---------- 9 25-SH EGRESS D2 B H1 25-SH 9 EGRES 22 D2 O H1 D1 2'-10" Z-10" 2'-11" 13'-6" C� O" ills All 25'-0" I I I I I I I I i I I I I I I I I I I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i o4 1 L1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 92 SYP W/ 1/2" FLITCH PLATE 3 (2) - 2X10 #2 SYP W/ 1/2" [<H FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" Uq +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. cMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 181X37d S.H. 14 20X50$ 181X50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 18'X71z S.H. 1112 271/4X26 26X252 S.H. 11-13 271/4X38g 26x373 S.H. 1 H4 27 4 X 50 $ 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 112 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J4 X 26 36 2 X 25 1/2 S. H. 23 37 Ja X 38 s 36 2 X 37 3/4 S.H. 24 374X505 362X50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 'X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 251 S.H. 33 54 X 38 s 52 2 X 37 a S.H. 34 54 X 50 8' 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence &Attics -Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-13 SCALE: Y4'=V-0" e� CV C cv 9 W CD O CD C,4 LL. d v o tN CV w c d '> o s Co O ro 3 �: cc i N C G H S -0 c E o ®. v .10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .1 W�4 t' z a v E O M 0 o O N6 10 r g� Q 00 N_ oo t ¢k (i U) u� H [t' ik lJi C �+ (� J LL 1 w a .<WR Z a L VA W = N r (O O 2 in Oj J LO CO Z Q N J Z O U U O o0 N M RN Q J N N Q) � a C9 0 +-, CC$ U w -� O N w o c r ys U c W J r. I 4� S L 6 N o My J a Z w z LL � E � O E G7 wo of w= >N v 0z,© 0" cu rO o 0 2� &a 60 wg 00 o< �Z �w U:> L a C m J ¢ z p U "� m O O, z r aw ° �z go � 3 m 0a < � w a Z Nw w o < w GIs �o cy d' zl¢ 2F 0 3 N >M m 0 CO Cfl O =3 r C0 >N T_ V / U 4-0 y J j CIO0 >L O N LO N Q '- /CO W 6 m y' TT � V co\ iii Lf) a Z Z E n E U � ¢ p � � JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 1.2 TT-r m r 12 5� FLASHING 12 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED STUCCO iv BANDS SCOREDSTUCC_ n�nn�n M ED BANDS Ll l� I r L-1 EJ Ll Ll ai-Li 3068 16070 OVERHEAD DOOR 12 _2_nd_FIN. FLR. T.O.M. _T.O.M. (aD GAR. / ENTRY _HDR_HGT, iU� TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO CO BANDS N FIN. FLR. FRONT ELEVATION - ELEV-B SCALE: 1/4" = 1'-0" no I A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 12 5- - 5 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------ -- - FLASHING — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH ------ I_ 6" SCORED STUCCO BANDS SILL DETAIL. SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" ------ - — — --T-- 2ND F a -- —T.O.M. T.O.M. GAR. /ENTRY HDR. HGT., SCORED STUCCO BANDS ----------------------I--------L—]----------------------I---FIN. FLR. I LEFT ELEVATION - ELEV-B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-112" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV, 09.24.21 erIj N 0 ev 0 d� J >W —, L; Q � mX �LJ_ 21- U, N t 'n C] Q +� C-4 Q- C d E ny i C CM �E 0- o C 4 C. � C e! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ERM t1M �* E MAUFO 4 nl, "S N N o WWIN N 0 M M k aj LL W 5 Ui 13J LL 5 a ? Z sV02 z� O ^ Y _� � O = @ O Y W v C, U) m w O z u') M Z � z N O O U U C) U) W ❑ ❑ � N O co oZ J O— N N Wv) E3 (7 0 Q) o a--+ � c =� �,�ull II III III' 'il U o m r` o � J w U_ ZzZ LL E zo �ry t? o oLL z� Fes- tp 00 Qo 00 a 0 w E aZ wo o �Z 0 V3 C: a zZ 10 of o< w Nm m J �w i ° of �z go c w a oLL Jw 2 =10 �1 o w¢ �a c� oIQ a_ a o .o 0 > co O 6 rn c9 cc 0 0 f 0 ^ cr 0- o (J N 00 —_ LO CM04 0 0 > N LO N Q M �' co 0 o Z j iri LCi Z E (D f0 m E a � d U � Q p JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. I 2.1 EXTERIOR PLASTER ON FRAME 12 5� 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS _ T.O.P. HDR. HGT. ------I-- ------- i------------------------I--- 2ND FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH 6068 SGD _ T.O. HDR FIN. REAR ELEVATION — ELEV—B SCALE: 1 /4" = V-0" 00 C1 M CMI AOQ QLI I N If�I C IA IOTAI 1 Cr'1 AQ r)Cr) RIGHT ELEVATION — ELEV—B SCALE: 1 /4" = V-0" ERIOR 3TER ON NE -URED ENTITIOUS tH ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Cxter►or uovering I R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath, Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702,1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 <*a c dUJ 9 W 0 LJ CO V N O L Q CV 3 =' W CU S d C� En _E a v t t t t tttartj�f� ��\>>��f;�►I ` NSA. ,� • :\G� •� r�L FL =y. OpESS60r`� �= To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, ,Wp OO C`i GEj Q / V CV o N O m to � rgg 05a) �0 � ,A �i d Q CIS r' N O ik LL N M V J C J LL J UL LL W w a g Z — E: o N p Y 0 S0 W U) m 1 Z,rn� J M Z Q N J V 0 O U U s W V M N M o g z Q � a J a. U) N M z v o 4.1 f13Lij � M 0 N t/1 ,Le oQ) N -n �a U _ J LSd>w�� W c0i N q U o Q N 0co o w M ZO , ZZZ Q LL. Z Zo >M z® o E U ' oa F— r0 CL x o 00 U O E o ¢ '0 p K �Z ZN t wo o .w c O Go O U m m0 ° o Z Zm' v a w 0 0� Z Z Q o W co m 50 wa �O o `r ZIa a ° 3 0 0 M m or m m 0 CID (0 C> =) r C4 ^ >, r LO LO O L O N Q M T E co 0 o Z Z ' E O a E U Q -� JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FqT WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ❑0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION rD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 06 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMA I 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI Dto WH to Range to HVAC MO--t 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR 1 II\ I I -lil 3" VTR I � � <\\ PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER W SWITCH FOR DISPOSAL / GFII Lj X DW GFI KITCHE DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" - — — — — — — — — — — — — — — — — — — — — — — � r 12G F 6/J ' ROUGH -IN FOR IOPT. CLG. FAN/ LIGHT PRE -WIRE / SWITCH FOR DISP05AL FAMILY I PENDANT I ROUGH -IN FOR AS PER OPT. CLG. FAN/ SPECS ' LIGHT PRE -WIRE ih G � IN GP DISC. A/C PAD NOOK \ GFI /KITCHE REF FOYER 7s CH DINING ' PENDANT AS PER SPECS I C.M.. PWDR ,-- —4 I:I:I:I:I: 1: 1: 1: 1: I: I: 1: 1-171:1.1: I ' I UF=+=— — I •TO LIGHTS _ AND SWITCH ABOVE _AU IGFI W. GFI D. 42"A %GFI @ 44"- — GFI @ 44" A.F.F. A.F.F. W.H. \ J / Z 1 Z O L) a I U J DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS w w W Z J 205 m �U� > 0j LL L ENTRY ` GARAGE-__ _ —> W DB & GFI TO / WP I BE ALIGNED�-- ---- GFI GARAGE —------J I VERTICALLI'r o LIGHT AS PER SPECS I \ I GARAGE r--------------- Doop--------------- I GFI \ I IRRIGATION GFI @ 44" \ I A.F.F. I I I I I I I I � I I \ ------------------------------ \ ------------------------------ COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I L----------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-B_ ELEV-B M N - to N r J d 9 W o s f N - w = Z o o i. <n N L N ® f9 sL r.e N ea d a� rs CE ea 0 C'M N 0 N M u7 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I �a"? sagU Pk Q ON O M t8 N v N N tm O C tk ' 0 'Lo 00 M N LJL yt W to U)r-t� u, w M 0v a a W IL °' Cn z z o Z —ern r m "r CD p y: o o N cZi O m pa W r J m r° 2 a, rn d - z z LL o � o w Z U U) F N M < ' Z O U ❑❑❑ X^ ?,i W N C� � O z N � � � Q z �Q) Q) ch o L„ y U OLi, N g w. c/1 � C o 0. 6fi! ♦— J 8 I ' - w N U o N c • Q 0 r 0 Z- Z M � �z i o =o >m Z p U o� z zm oa 4— o 0 C1 Q E 0 as 0 oQ �z wo Ww �W vo to C 4 0 z z =Y W '0 Z, 6 -' <� �Z co a z g o a W w a z m 40 oLL z r-3 �h o wQ ao v ola ° 3 0 Q L 0 m to (7 (Q Cfl O r CD U O 0 N m _ L0 N 0) U') O Ln N M N r Iv m M CM o Z Z :3 E O ii LO M a 0 a o JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 3 III _F--- _ — S t iT— - -iC-11 - -I. _.. 1 V I I W I (Z I 0 V/ N I In 4'-0" ROOF VENT I I I 5:1�2 SLOPE 5:12 SLOPE' I H IZ W_ W ZONE-2 I ATTIC SPACE O I T 1170 SQ. FT. i ��QALE 0- 0 y�A LLJ 0- J I 04 ' I � I 5.12 ' S� LOPE \5-12 5:12 5:1� - 2 SLOPE LOPE Lu I O J rri P 5:1� 2 SLOPE 5:12 SLOPE' I I w OZONE-1 > (O I ATTIC SPACE 0 '316 S . FT. � Q � � 1 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ, FT. SQ, IN. of b Upper y pp SQ. IN, of f vented ted IN. of of ventilation to SQ. IN. of SQINof Ventilators ventilation soffit ventilation vented be provided Ventilation . . Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138,0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 1 138.0 *"NOTE"* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B_ SCALE: %4'=1'-O" d CD W � O C N -d L x LA N C14cc O d � CV W C L W � + ,a cc 5q 0 = •� CJ CU a. co G G , oM1 i.kIt, k if� JJ{j,C '?,ov To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O N CD o y r- r'- . N O l V Co J LL r=- W Co LL ILw a se m . v c m 0 W o�n� O O w m O J 04 Cl)Z ¢ ®M N J t- 0 OU � ..� z W ❑ ❑ N M O CDCD Q � N ti `✓ O LLJ C-.S m '1�'�• U OLli o N � w N ._ k� J e i 8 = zl� w o y 0 min < o w to m J N� � � � U_ E cd o zo zo p s� FC° ni M o ()o a rC o XF ao $< �Z wg cJ ro c az mo o� z m Nm 0' aW �z o< go c'3 9 m LLo� tt ao a mw _ Nhl o, C7 � M `7 OIQ 2 S H p0 � c C ) 0 cM CC Orn m Cy) co (0 C) :3 r CD ^ 07 r-- �" m LO 0 o LO CV Q M r z Y M ` o Q m = E.. a v _j Q o .JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 4 - — i l 1 1 :.I .Ha I i l -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN Uj Z W J CO � CONTROL JOINT DETAIL OZ O W p Jn Z V Z to LL c 0 d 1 i,-n" 1 9,_n„ 1 V-8" T-5" 5'-2" 3'-5" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 W INDICATES FILLED C LL p T I w/3000 PSI CONC. GROUT J 00 FROM FTR. TO BEAM w/ (1) #5 I 0 IU ■ REBAR VERT. ABOV SLAB. I I 5'-10" 6' 10" 4" I TYPICAL @ ALL PLAES I SHOWN. HOOKED F1 G _ DOWELS w/ 17" EMBI -DMENT I q w/ 25" EXT. ABOVE S AB. I GRADE 40 STEEL _ C.J. I HVAC CHASE 00 ■ I------ — — — --- BASED ON 3 1 III v PROVIDE 1 1/2" IRECESS FOR SGD M LOCATION (REFER TO MASONS S3 0? I (00 I I I ■ co (SCOPE FOR WIDTH. ^ I I �(D I I ■ I I F p zo � I I al _ I _ c.J. �_ _ I I I ■ I S6 r I TYP. @ TWO o? 3Y2" MIN. 3000psi CONC. S-8Y8' I 4'-1" STORY SLAB FOR HERNANDO I COUNTY ONLY. 3Y2' MIN d ■ I ( 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER I I I— I�j (d TYP GG S3 C.J. — ■ O I I I III o CV � tq I I i I I o I I I i ■ ■ I � L_ � III _ 7'-3" I � � o I N �— --I 10 I I ■ PLUMBING GG I I STACK C.J. _ S3LO `t 2'-6" x Z-6" x 3'_0" _ 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND I FLOOR -- ---- --- FOR A/C I I 1 1 1 1 1 1 1 1 1 1 1 1 1 Q' — — -�, — K 3 1/2" C I = w N S3 S3 I LU ■ ■ ■ ■ 9„ 17' 9" I O iY W o Z I �Qo w Up 1I'-6" 3'-11" "' I PROVIDE 1/2" X 9 0 Z I Q >-j co ■ I 4" _ 1/2" RECESS FOR FRONT DOOR ¢ �■ p Q �) eo "' `r I a _ TOP OF CONC./ PAVER TO OI O BE 4"BELOW FIN. FLR. w I °' I i >W I ■ I ■ 2'-6" x 2'-6" x 1'-4" 4'-4' C.J. 1'-0" w/ (3) I — — _ OP #5's E.W. L s3 I o I I in TYP. @ ■ I I ■ ENTRY W o I A S3 TYP. @ SINGLE o I J I I STORY ;- (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB FILLED CELL FILLED CELL- - — — — — — — — — — — — — ih ■ IN ■ 1'-8" 16--0" V-8" lie 19'-4" lie 5'-8" Z OO Z �O Op U) ~ W Qp J Z Z fn LL NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-B SCALE: Y4"=1'-0" a w o C= CV Lj- s- y y C'4 fC3 W d j E = c co a.. CU W e/f Q e �Q 1F tv Alt *4y ` &A eoKl f� �� j4,7 • !1� •pP�0"\ �uu as Fn .^aka`•' �� ,. O q�+ S S l ®X To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N U N V (� o co O O 5C00 U)Mv� u- LU a a C U-d Cn U Cn O c y N m W m W J U) I arZ LLI N coZ U O= z O U ❑Q❑ a W rMi Z N V J IZ � n WtA z �o p m U O W g W f a0a.. xnq�;5 J r- E z� U O C N Q N Y N O, • _ o w M J p Z < U- C6 E fl O V z© F— na ng x� 00 coo E o oa a z � <o 0 �w co C C 3Q 10 o U a� z w zz o go d W O LL LL ¢O z m a� wF = 0 � No!Z o M V 0, 2 F 00 .o c Q > CM N ai rn m 0 CID Co C:) r CD Cr Co V J co7 _ LO O�a CQ Lr) O L0 CN Q LO M N r T M 3 N L z Z E O y N C ll E U J •U Q Q C J JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS p2 c oc O F- M 10 v 13'-0" 2 FT3GE D2 12'-0" N O A @ 24" O.C. MIN. O CE CE cz S6 LL TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 TYP. 1 , 1 0 N LO LL BRG. WAL O 0 D r FT8G 1 V FT11 LL J 1 FT13GE BRG. WALL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 A (2) A TYP. U.N.O. 60 22 A (2) FT9 D1 7 CJ3B CJ1B _ — 9 D1 D1 CE FG3 m m � M U U 5'-0" r, m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3rq HIP -35.94 -49.57 -49.57 -49.57 / 10 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 1 -78.58—T----�/ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \�� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j 0 SHINGLE: 7/6" EXP. 1 (2%) or t5/32' EXP. 1 e�116) TILE: %2' EXP. 1 t33'1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO -/ '—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. j T= x, v:N SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS r SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L I VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & 1 LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 1 535 10 - 10d SPT22 735 8-10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-13 SCALE: %4'=1'-0" C+P9 N c �t — 0 b u a rs � c macs � x y fD O b y � CV i Q CV tsz v • � c o F aG " • 3 em b c r m y � � c 0 0 IIli �' a f s., o l " RAU A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 O 10 5 ti� H N O co .5. # LL N J L L� W J l.L' p_ _ W Z _ _ rn a v 0 ' II W L W Z @ N CO 0 ��O'� m w CO N Z Q r �n V� N M O U 0 W El El z N cn � O fz- Q � _J d � N M N lZ^ w m JL �Ln Ln Ln r oUNL 4�ppN��"•f��99��1 t'-Sprlhf" LU ~ J pEp � L m� '• / • U i U o N c , 0 Q 0 • N C7 M M J m O W z � cd E n O ECJ o o W z a z© o a aa Co E Co � o Qo o rQ Z Cn � C � C: J z� OY U mo OK 2 H ¢ a �Z c� 8< Z go W6 LL 0 J w W ¢ 3 = F � O �Ia 0 3E > M rn m C� C) Y (n m N H _ U r-- 04 V) O I.n N Q CN MCD r N TT V ! M T— rn LO 6 Z Z E E a c a U -j Q JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. 25' -0' 1 I OVERHANGS OVERHANGS I 51 5 11 I/ 191 411 RSH ENGINEERED W NDFPRESSURESANDOSUUCTIIONIS FOR MEAN ROOFOHEIGHTNT 5 ftND VIND SPEED (ULTIMATE) 1400 MPH VIND SPEED (ALLOWABLE) 1014 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): Ik \� ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1 I � ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 64 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I I Q SHINGLE: Y16" EXP. 1 (24/s) or IV32" EXP. 1 (3311s) TILE: f%Z' EXP. 1 (33/1s) I I NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0 131"1 NAILS OR ASTM F1667 RSRS-04 13" x 120") NAILS ' 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1 b60 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 * 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER S SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0" =ce LAJ �— r cs r sus. c roc9� va o ce Q � N J G 3 = W E c d Q U cc L ro 21" c N CA c E In a ci i t a �a eakal�§e��Pj ea� M e„ � eCV �• dv To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. -f g8kg.z:.1 y la"'Sa �i �'i"4kltLar I F p Epp a 0O N U o s N O 0 OD W N CO Uj 3i t� Y/ r •� J M V LL au- l LL E aw, a- J - cuo_ ;r CP Of co Z - 7N 0~ J ~ CN z O U U 0 ❑a M � Z N M O � z 7t N r Q 7t. J � l{7 M N z v o LL +-J wC a u w o OV) V) C.7 w J — E I U =O y c O o m z w z LL c, E fl 0 E U z o oo W F T m �� ze F '. �o o o E z °¢ z I� w g -yam o, 8< �z Z 50 W in T ? z q w m 0 o �_ J w� ;a oI< ar C C:)i 0 M N 1�1� > d' 0 N CF) co co O 07co U V) m _ /T� L 1 O d' M O C)LO Lo C)N <C M �, T CD at 2:1 M r vi o Z cEa Z E O c FL U -j Q p JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 6.2 1 1 INt Ll 11J1 I ill I I I i I - __._ -- —___-- - - - - --_I I i, -_. _ -. i.,l I �I i ,.i ;t ;l i i -fli. �I I� _.. -- l 7-- I I t __�_..�_ I - _ I 11 i r 11 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load . 0 Safe vertical load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS IN- �11 Ims il�I`l AM.= EEL.= am.= NO I�El �01 Iml YLY 81`44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T FORM & GROUT SOLID = ' N W ' J U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. room 00 'Mini 0 0 *.Mom In F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY -' w 6F16- B/1T Q z 22 Z m tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS 1. cc precast = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP IN. (1) REQ'D G A -1/2" CLEAR ° A ° a M. U. A° A ° ° A e GROUI ° A 5 REBAR AT BOTTOM OF CIA LINTEL CAVIT REINFORCING 7.5/8"ACTUAL PROVIDED IN NOMINAL WIDTH LINTEL (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- J � U) < �mzW - aN-� oO��w omoU - Z O W to F0IR 1-1/2" CLEAR C.M.U. T 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES 1ALT.I ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 4" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/Y2" EPDXY ANCHOR ORY2' J BOLT W/ MIN, 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oLSEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" (0 8'-0" LL (D 4'-6" LL O 4'-6" LL B MIN. 5'-8" LL OE Q 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" c Q•r� z o O ai e� > Lu ? � v �r- J in c"c' Ro L V7 .n N � v> o m N � � N IM W L R y d 17 m = fl C= •� A dg H cE �o CL. U 0 �' t' G. a K"4 LU ten To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W 0 N N m if) 00 N r a y H N r I ti C, v. p a LL w ICUJ [Z a W o rn rn m w q Z N o Q J u7 r) z N OU < Z :s W co CIO 0 00 CID Q CD J n U) to N r� z o � ,yam 1L "P m e � 0 to w o N .) C) c LU m 3: r J - E ml~ i� t Cr U) Y N m a CIO o z U C) o� J =o z® I- ma w� ?o ® E o oa <_ o< Q �z c c <o mo a, LL m �o w <� �z Z Jo 65 ii}i}S LL U a c F m ¢ ~ tt o w� >0 � Z ¢ O- V �O 0 = >M O mt 0 L M (0 C0 0 � r Cfl o m N ~ O C 04 N LO N Q LLO co r CD L0 m M r o z r0 z j E Q co U-) �' m E C d U � Q p _J JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. 7 x w I 0 M 0 N C Cn 0 .n 4 rn 0 J M O cn 0 I M M N L0 0 L0 0 0 c� tz rn c tz N 0 i a E 0 x v c J a c 0 v U J LZ M O 0 0 cL_ C14 O LO ai v a w 0 zQ w x m v NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR.MASONRY STRUCTURES. 1. 2. 3, ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. Z 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3, 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6• UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2, 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2. 2, 6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 PLF APPLIED VERTICALLYDOWNWARD AT THE TOP 0 OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Yz" 3 4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING' SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4, 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7, 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed hin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Cn N 0 N LU E! C� c cc C..) e_=Mx H c LL a Cc VN -0 CV g H ®CU 'C 2 __ 3 W Cu r_-5 c d c E I O CNJ 0 •' Ilk To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F o E A�uP N f N im uo' ® � a0 qCj N Ip Q c w 5 ll W LL O_ r«S}, C'C5 t' - s `r. J V' w Z m c rn a ai e it L (6 z N Zo 3: W c 0 W rn�Y, m w d Z 04 NZ a N fh J IL z oL) 6 o 7 r � 4 f S t h uz _. W ❑ (h � g z o� � N E3 U) M �N`r' z (D o W U- (3)+, C/� w a U 0 o it to �Nt U c E ' - t 3 C) o N ~ 0 o M J o0 z a c 0 m z � a O E - 16o� z® C, F M 20 00 o E o 2 o z It w a wZ X H = c z= m� oLL m N O< g aw z < C� o< ao �� W a o¢0 Fr 3 LL w =0 �o <a o nj v ol¢ C) 3 c 0 > M Orn m m (7 ^, L co (0 T 'O^ Q U 0 (n 0 N m _ LO M O O .� O LON a M U �- CD 4i ce) o Z co 7 En I� Z E C) � c U d Q p JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. SIN II 7 T F_--- I - T i 3 w I 0 i m 0 N v cn� 0 J co 0 I i CD L 0 Cn O 3 M 0 v a E co 1.2 0 x `v c J i c O 0 U 9 f N 0 v 0 0 M N 0 LO 0 w 0 a m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O 0 0 6-0" ¢ - c STUB -OUT FOR 1'-0 o 0 0 " GAS METER 0 O -' U F • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL w CONT. #5 > STD. 90° HOOK BAR STD. 90° HOOK BOND BEAM I SIMPSON MGT ' w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI �—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # U 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4" max. Q --TClinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. _ 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building �1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET UW N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION INT. BRIG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Joist hanger IK or drill flanges ► t� ��► 6" A 1 2" ROUND H MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1y ENO Any 16'joist 8 1-0,^ 1' 1' 2'^ V2 1'-3" 'I'-3' T-7" 1 11v. 2-4�. 2_9' 3'-2,. 3 7,. '12 T-9- VA" 1'-2"' 1'-2" 1! -3.. T-9' 2'-4,. 2'-1 3, 7 4. 2,. 4-9' S-4' - Spank) 16 1'-0" 1' 1 ° t' 2' 1 2 1' 7'^ 2'-6' 3'-2" 3-10" 4,-,. 6, ' 64' 7 Z. 20 �-: 1 1 ' I'2 7'-2' 2-0`" 3'-0" 4 -fl " 4 10" 5 -1 I"'" '24 " 1'A T-21. ,1'_3, 2'-6' 3-7,. 4-9' 6'-�10.^ T 2" 8,-4,® 9-6' ifl' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearirr Location Series De th End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d �BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d ! 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/8" 3-16d 3-16d 14" 5-16d 1 5-16d 16" 6-16d 6-16d Ice SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Tm� A/C CHASE 4" PVC SLEEVE THRU STEM WALL ea L NNo RE FINISH GRADE Backer block (12" wide min.) -I 11-111-11 I-111— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM _ SEE PLAN FOR Q. G • • ° c FOUNDATION INFO a' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap -- Backer_ r Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements j �0.6 X Joist ` o depth I I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN I ., . 1 �4 � X C a IIIIIIII' - A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA6 LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d" v d °. " -III—III—I I I T'I 1= PLUMBING LINE PVC OR SCH40 SLEEVE 01— e �IIII�IIIIII • lil�i, I i r -- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION ° • °.. ' . • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE a ° d � ° d 4 PVC OR SCH40 SLEEVE PLUMBING LINE d a d ° ° O e ° ° SEE FND. PLN. SIZE & REINF, c%J 0 air LU O �o v N � m x +. =LLB N R G d Cic C'V 3 2 C7 E c ai 3cc d� �._UW C E N n- e r' l R,4111 e :7 lob /°•$f;rf1IIIE1q`�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M6 EuS N O OR 8 � r" �Yi 0 CV O m r 9k ._ . � N u to tli rn r- r` Nu- w 2 n- o_ o_ a _ n Q of cn S w M u_ u_ Q z _Z L �v o 0 Lu s .a W t W yyq M c0 2 0) °' ¢ � z o� o w N M Z U N H Z O U ❑�❑ ?r- W " V M � o o z � N z o � — 13 V I V) M z _ 0 +� r6 .0 u, u' C o —� O �cn o _ULn CO U I V O N ° C CD � w " M M y o Z Q U_ ca E oo Qo O E V wz ?© oa Ca h— rO CL C o C a� .0 Q wr ()o U o < �z pp. z Cn c ¢o 0¢ U � 0 m0 o, 2 2:� aw z Non 3 cn S a� °� Z U �z INm T 00 ?0 Fr az =� �o w¢ Ur �O M a ti �U 0 .o 10�r > (n O rn m CID CD Q co 0— (n o �: N mLO _ O 110 LO O LO N Q LO M �' r m c r CV) M o W 7 ti L Z Z E (D a I° a v a o _J JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. SN 1 v+ W I N M N I v V) 0 a 0 M 0 co 0 I N i N 0 LO CR v cn� a N 0 i E E 0 15 i 0 r7 CN LO 0 LO 45 0 L Cif w m v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER ---� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 5z! 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER D e SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM 'III=1 1=� 1=1 I. I I I —III —III m D I D I=1 11=1 I I=) 1=1 I 9_ I I —III D7158-CLASS G or H, or ASTM i I-1 11=1 I I —III —I D I I —I 1=—LI f--I 11-1 D3161-CLASS F, IN ACCORDANCE w/ TABLE '—III—I I I-1 I =1 I I=1 I —I 11=1 11=I 11=I 1=_I I' R905.2.6.1, FLORIDA BUILDING —III III-1 I I=1 I I —III I II I II I I I=1 11 I II I I I —I I I I=111. CODE 7TH EDITION (2020) 8 -I �, II II II �I RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS ' 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—i 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w �_- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE 00 D 6 MIL VAPOR -/ I D —I I=- Z BARRIER III C r 4 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR :7 �— ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION KA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5/1/2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z Cl) •_�_ _ d. CO IIIII�I� SEE A/S3 0R J/S6 —�ILI I I l Il i i1 R, 91, III 11 FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7/r _,v/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS a „ (OR / GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" A.F.F. (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL / 2" 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 � @ 24" O.C,) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ELEV. 4-31/2" z �31/2"MIN. �31/2"MIN. A.F.F. p LL C14 o min.)- 4" - m—n_-4"00 oo 11=111I31/2"(.) 1 1 —1 I I-11 I_ I fi=1 I T—T I I I=1 I I T" '` 11T=ITI 1T1=—ITI=) I f-1 I I I I I=1 I f 'r (2)#5CONT. 11 (2) #5 CONT. i� 4" 1'-4" 8" 4 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP (@ SHEARWALL �C� TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" coy" � L-4 PCS' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 1U-0" (R302.11) SEE CC/S3 OR tt LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "° METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING w/ 10 10d NAILS - FIBERMESH BAR ( ) 2x P.T. PLATE WEEP SCREED INSTALLED —�� TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BAR : D GRADE 40 MIN. F - 40ksi GRADE r d ? D ' ° D w z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL z M — — — D D. FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP) FOOTING MONO SHOWN I2 J FOR CLARITY O° 6 MIL VAPOR BARRIER i I I I III P D ° 1=1 I1—I I =1I1=_ °° I1=III— #5 REINFORCING BAR R 1 7/8 z I I I I o -1T=� � Il �l i ll l li T T #5 LAP SPLICE NOTE: III I I e. 11= 1I I I I I *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO — — N 95% MODIFIED PROCTOR ASTM III W/ UPLIFT ONLY -III III —III —I I�T� l�—I fT D1557)�- 4" 11_4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 112" WWF OR FIBERMESH min.) 4 ° ° cY GRADE 00 — — — — — a • =(1) #5 REBAR w/ OPT. 11=1 11=1 11= I= I 1=1 I I— 11=SGRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS (\ d • . . I� i - d I 0? I�I � I=1 I � � ♦ .. 1= 4 I 1= - �I I II I II I IIIIII I d . � .. III SEE A/S3 OR J/S6 J -I I lI 1 1 1 ll i ,,III74 I, l r FOR REINF. INFO. L3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 211 HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA� < d .. Q INTERIOR N � co CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE _ .m 00 I— M 6 MIL VAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 `I T WWF OR FIBERMESH J. C0 C 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K. SCALE:3/4"=V-0" ��S'l SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE "•I D U 7� a T-III-11 III —I ° 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF_�� SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w — SIZE VARIES PER PLAN j w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) w BRICK PAVERS or SLAB PER 0'-0" FIN. FLR COMMUNITY SPECS 1 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH r, D —III—III—III- 9 II III=III—III=' r- (2) #5 CONT. =1 I I-1 I I,TI I , , , I I I I, , , I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1 A S.G.D. (U.N.0.) � r WWF OR FIBERMESH SEE A/S3/J/S6 —` 1 �d'ri' r—r-i� bI/='`T`_' 8„ FOR REINF. INFO. i l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /�' SLAB STEP & RECESS as S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' M 00 GRADE w z=wD • w U w Z O o _ • • • • - _Z Q N M Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 E N O N ®- Qr d a ur ova_ r 1 c.+ , M N C rl N N � V7 -iY p N d v E .p .. yp.aag.. _nyt'+�i: 5it{1E5ib�3�e�'�P �0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. y i y ON o 41 W o 8 O M w+ ;Iul 0 N N O � cO 0 L, m co 5 In a o p M O' # w 4 LL w � '� w a w Z morn a Av p L a o z co 3 0 W ogCn ow T$��N• W CO°� m w .T.: M1, J LL Z L NZ a �n N M J O Z O U U M !�2 N M oa N � o Q n r E3 M In :2!: a `o U' �LL ti W � Va O,-,., g r. 0 ea•. U) U 6 8 i U o N • C2 _® Q N �� co w M M M J Z S z Z Q =o >� Zo iz 0 � u o� a CD 0 oa �o pw z wz w0 Wz L7 C > Qo s Y m� 0, zz m m aw co 3 0 g o °z W T CD w� to w F Do. � ¢ p aLL - �3 =_ M V z4TU� 0 C O i >co a� m co 0 (0 (fl O :3 T (� Cr cc T U O 0 Y N m = 4-1 ' O r a"' 2 _ h 3: N ►0 O LO N MLO T 6 � Z M 1— �; L o z z E O C fl EC U J Q J JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. S3 (MONO) I- -T.i - I I' -_----.-_- _ rn i w I r- 0 i _ m CD 0 N CD v v cn� 0 Q J 0 0 I i N 0 i v cn -L a 0 i a d E 0 _ `v J a. 0 6 J 7 0 LO o 0 0 N 0 L0 0 » d 0 z Ir w m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR 11 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ + + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING — '7: r__ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN —OUT WALL A SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) TYP') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER I I—, I FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d Ij NAILS AT EACH STUD —DOOR OPENING DOOR OPENING —CU 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SAa SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLMANUFACTURER. IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MAIN SPAN TRUSS UPLOIFTCONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ° aQ a 8" STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IF NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J Q w > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. IN �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET -18 GARAGE DOOR ROLLER ° GARAGE DOOR TRACK CONNECTION ASSEMBLY .( GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-314", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS 31 /MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR s�8-,SPLICE STAGGERED J-BOLT TRACK BRACKET --w. I 1 I \!" I W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' 1 (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. U.N.O. SEE N/S4 FN�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I _y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL k // r41V r10d@8"O/C ATTACH ALL EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 lu \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION J/SS ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 LINTEL / SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END —7 w U d- z a 2x TOP PLATE — U' 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. I&NUT SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P ATE�j 5/8"x10" "J" BOLT @ 24" O.C. MAX. (B) C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �—(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1Od NAILS MASONRY - MAX. J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� REV. 06.24.22 SCALE: N.T.S. 0 CV �— d � W I; g .-omx N — N L N C {p � d a-� C as E is i a, �v O d a t1 ` `W ` L O •e S 3101!y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. As Amok r fill. MEE O U N 0 'Sf o a)r eo N r d: U) N xk LL 3i Q � J Z LL W (l. c mo 0.- 1 W N N � 0 2" m Cox z YeaIL r0 w oo N p Q J � � Z J y Z N O0 U 0 W ❑ ❑ z N M o g z N z o � � Q J M a C3 v CD- 0 W a W c LL 8 i11 = ' N Oo 0 ti o w M J ¢ � Z � w Q 0 o o� >� E U wz Q oa N I— r6 — a8o 28 - u�o U E co L Q c z W mo m oo az o� �z ao C/� > m op aQ az �W =K po 3 w¢ _o ;o o E2 >M O co co 0 O Q U) N � O � M O LO N Q M r CDo o � Z cc E Q m ca a U _j Q p JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. S4 I , ,,-ITT 1�t -- - II ------- F_ I iT"T7.1 il- .fin--.-f ., +. �,.,u SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ . AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 & () FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6' O.C. w/ 1 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE 70 APPROX. 8" FROM \_ RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8 & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2)10d (NOT REQ'D WHEN /� AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16° @ 48" O/C FOR THE / (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w! MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S ECT I 0 N 2 WEB, USE MSTAM36 w! (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP N " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w! WOOD TRUSSES �° 00 1 1 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w! (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W! (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0!C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/CTEN WITH (2) 12dOCKING TOENAILS/ NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2) 16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5 CROSS BRACING DETAIL �J SCALE: N.T.S. 12" SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 VVIV 1 L.JLlll lIlVLI , GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C Inrnnn -rnI Ic+oro 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ Z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS a STUDS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS IA TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 0 w CI w 0 a 0 Z O W d 'v O 9 d w — — — — Q o X Q 9 O X O o _ — — — — w r1 z NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N o -o �- aU = > W o r V =- LR O s- N H O N �= CD d _ a 3 a ccdd� r ✓a a� E m<-tea 4 CV �' C 0 a4 P`� �� o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� t I'- Q ; E O N 8 � 0 m to Y U N n LL Q M C) 2 u W a d tYn r �o z 5 ` ' � N (0 .03 ' '- �n 00 LO coZ N — 0 O U z E�.-�.�.,:�-gib W ❑ ❑ M z N og z W N z o � Un M Ln O z CD _ 0 4 „I U O, c) I I o w w�a v w m E ... m U o N 0 Q ti o Co CJ M J Jz w Q 0 p w Z Ii ceE a E E u zo - wz zo z© oa N F— ¢ w2 lz�E o� u U Qz o< Z wz M � m a�i wo a= U U w0 mo 0" >Z NON U.)3 O S ¢ o z ° �w = 1 m H �- o wF ao olQ o3 0 c 0 Z > N ui rn m 0 ^^,, i T r^ � r Cfl �� fT co T V l 0 4-1co = ,N^ u M OL0 O L.() N M r ai m Z w E M r- Ln o Z � O cc d E U _j Q p �i JOB NO : 23-06103 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION -- BAFFLE INSULATION PE-R--- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1!2" GYP WB DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W! (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/$" GYP WB (OR 5!8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN ---� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2,6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o z 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. � w v —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD,.. ..,.._ _._�. 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---,_ • P�1I *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH ATTACHED WALL SHEATHING MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED IN a FINISH GRADE f ,. a a as .00 _ evpi FLOOR TRUSS SEE FRAMING PLAN M 11=IIIIII=I1 _ FLOOR TRUSS a _ �Tf=iTT 0? SEE FRAMING WEEPSCREED 6x6 wl.axwl.4 III -III -I I I I a "' a I 1-I i I-1 1 I -I 1 I- _ .: 111=1 I=I I=1 I III a III —III -I 1= o _z PLAN • INSTALLED PER MANUF. WWF OR FIBERMESH -� II I -III -III -I I I I a 'III=1T_I=1 I- �- I 1=1 I I-1 I t III III-III- SIMPSON HETA20 w/ (8) 10dx1 1/2" f Ul— I2"x4" CROSS BRACE @ 48" NAILS 24" O.C. INTO TRUSS STD. 90 *HOOK 0/C FOR THE 1ST 2'-0" OF @ ,,,1J ;III-1I I- END WALL W/ 2 10dx3 EA. BLOCKING & MIN. 4 EMBEDMENT (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) O @ IN KO BLOCK W/3" MIN. CLEARANCE 4" 1'-8" END INTO 2"x4" BLOCKING TYP 2—STORY WALL SECTION SEE DETAIL2/DZ FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION @ MASONRY 13T FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED u. INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL 'FLOOR TRUSSro SCALE. 1 1/2 -1-0 "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 W/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE JA a. III I I 111= ." SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10 "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° I IIIII II�-T IIL-rI IlFlilll�lll illl�lllllirl 1 (3)#5CONT. ON3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. --(R 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF U NOT FULL Q HEIGHT SHEET-C Z z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F ITC SHEATHING w 2 SOLID 2x 0 BLOCKING @ ALL o C SHEATHING EDGES (SEE OPENING SECTION X-X Lu a C x gw LIL—x E 2x STUDS w BEYOND. I SEE PLAN o O co '-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S_ 3/4" S 1/2" '1 'I 1/2" S 1l2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING /Ea,TiCAi ai�� SECTION X-X T� SFFp ��w �9N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y/" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANY8". h ar ? AO NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z _ u_ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL Lu .LL � O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } Q O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q - O O m O m L @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Cn N w O O i- MEMBER IF GABLE END c h LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN ,131"X2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE op N�FR10 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH , 4 A A e. I_I I I_I I I_I I" III_III_IIl 11 a I�IIIII�1 �IIIIII a (3) # 5 REBAR ON 3" CHAIR 4 ( III •. i _8I „ „ W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. L© +1•� HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. SCALE: 3/4"=V-0" 00 FINISH GRADE OO �V m an m �tl `7 y cLL_ N ea -cy C -� a CD y a5 c E � o ti Ia n 5 ��dg Mg,�k6 q w 5 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W w �EO U ram. is I 0n00 N o r` W O N 00 co z M 2525 LL C J LL 5 LL V- 55 d u J uu '00, a t N o Z W z .^SL 0.7 m U) 0 M Z Q U) OU U O a cn _. W D ❑ N M o 10 Z N N to ' Q 2 fJ'4 lL 0^, U ! o p� N �N (� N g c� t,t J 8 I 0 (✓ OOEM N OJ Y 6 Ix_ J Z 14 Ll a p � v z � �o ow Zo <� zo F f0 — ¢� Mo 00 23 E -¢ o o 6Q m v aO wo az wZ -2 cn az =Y mo o, AV m m �o aw w ¢w g 3o cn =a a m aLL - w= CD'0 as ;o v o�gT�3 a C C C)—L i > M N I..L m m c� c9 L_ Cy) (10 (.0 O r C4 Q r- (n 0 N m = Ls7 •� d- °' M C) LO OQ0 Li) N Q M r LO m M n LO O Z Z O E i° o' a 0 ¢ o JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. S6 (MONO) v 2 w Ce 0 m N 0 rn 0 co J 0 C> 0 I M i N 0 L0 0 CN Ln� rn Q CN / O a E E 0 C, v J Cl- E 0 v 0 J V LZ CV 0 Ln Ln v a 0 0 Ln Lo 0 a 0 z LU W m v v� SCALE: 2" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' \ O VVHLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN-" AND i' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR / 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT i %RS IN WALL 2x12 SYP BEARS IN WALL 2x4 BLOCKING FOR 2x12 A I rl 2x4 PT UNDER 2x12 U 2x6 SYP ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ 1, X2x4 PT AND NATOD HE FLOOR WITH GLUE FOR STRAP TAPCONS @ MAX. 32" O.C.(SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND \ NAILS) OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. / (IEW "A" SCALE: 1" = 1'-0" SECTION VIEW "B" GA�� SCALE: V = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER \ I r r EJ'A 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (14) 1Od N MTS12 w/ D NAILED TO FLOOR WITH GLU NAILS) x 1 1/2" STRINGER CONTACT POINTS \ NAI CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _-2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED ---\ i NAILED DRAFT STIOP 2x4 PT NOTCHED INTO STRINGER AND TAPCOD 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNENOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 12' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW _ SCALE: 2' = T-0" SCALE: 1" = T-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOTSHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" 1x4 GLUED AND NAILED TO STRINGER \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO ^2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR PROVIDE 2x8 SYP DRYWALL STOP BLOCKING MUST NOT TOUCH STRINGERS *��k --2x4 BLOCKING FOR 2x12 SIMPSON A35 2X8 BLOCKING 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST / STRINGER TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST BEVEL GLUED AND s OR 1 rX16" LVL FROM JOIST TO JOIST. USE NAILED TO SUPPORT 2 X 12 BLOCKS,GLUED AND FLOOR W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: Z' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW (WALL JOINT YWALL TO JER JOISTS) H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" cN-41 o - N P CU 'si ® Z Lb X ra C N O N a: d Eon c e, c m a> -0 c Q c E c •0� A U T U 'A O ;�SSIO��` \0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v E o 0 0 V C Y 5o C N oo N !`4 ' Al N 7 U)N�a # LL N M 52z J Z a L m z w o _ _ @ C ` � 0 Z 0 L - MZ K N o o V U '� a ❑ ❑ M � N h 00 z o � J (Z n r 13 M o Cz v 4-J C6 c L1J U O Q ) V) L LJ o N� UVA U LU U 0 Q N �� o w M _ O LL E E 0 E U z w�z g N nLa H �00M 0 C.0 0GK u O 0 iiZ � <z 0 wZ ¢ , CIO G a C `z .Q oo� ° o 0z z Z m � `� m '< w g0 T .1 N W O m g y 1, ~ K z J w � o <Q 0 ;o F IIIIIIIIIII� M v zlR 0 o 3 0 c Q w 'M Orn �o c9 co :) r CO '/� Q Cr > co T CL 0 (nV N [0 _ L 0 0 V)o LO N Q M LC)T (0r E m w LO o z z E O c a U Q p c JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. ST DOOR JAMB (REFER 1x4 1/2" DRYWALL DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 j— 1 X 4 FURRING 3-1/4" LONG X 3/16"0 "' FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4°NX8 X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO�*2 ;, , 2 ROWS 3/16" x 3-1/2" O x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & @ END w/MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT �a OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR --I INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) A Z-10" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS �—LEAVEACUTOUTINO.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 E7111 ±5^ NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY --- TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR 1F MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" Qs") i `— FILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION DO NOT DO THIS kR - +2„ THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE =� PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) 400 a STD. 90° HOOK (TYP.) 0 SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE , SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-9' (**) FOR ALUMINUM SOFFITS >1'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 / *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0" OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE — ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n ° ; p REINFORCING AS FOLLOWS: * SEALANT =I Tf-11 � - 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' PRESS PANEL REINFORCING INTO PLACE. :::��..r;:,:';:,:.. �• - '• " " .:`-" 6" MIN. LAP SPLICE W/ ° fil * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT ° t, ° —I D FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p g GRA E p ° I I G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ t. (2) #5 REBAR. (1-STORY ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. ?x + �FHGTN + + + + + + + + + 2X4 SYP IK.,I EACH TRUSS CONNECTOR SEE LINTEL) I/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" =1'-0" SS CPF CNFFT M Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2 NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,, - r Z O U_ O W a U_ U U) @ FIRST COURSE 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " e OVERHAN a.: a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVER LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 NISH >• > #5 BAR p. 10 e e CENTERED W/ g Is 6 • • s H IN TOP o P KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS n CLEAN FILL .► e• DIRT z e•• " STANDARD o > N #5 BAR IN 99 HOOK FILLED CELL, -L . •� -� , •• "•' �• , ,,' s• , 'vI; �• ",, e• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL ink UE..Cl Ir.l r%f NKU� SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N %_ - = 5 i; -�, >< = W N �® c= _cN� 3 —°' cu • e = cu .a 6.,W _® ��.L a of a — = E � v ..... e. ,.. C`> 01 C IL LU 44 _ N. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. k ?`�yly"..+R4 W QN d O 0 coco I, rtco N O �# 0 �y m �i' 3ZS '2r co u U_S LL a _ ,a�nw - a V J "O IL Y 4d>1" 1 z L @ (D E29 � 'r 0 w �� co N O J Z t� N Z ¢ co 04 ¢ < o c zk Z O U U U n El El M In z M og z N z o I iz a a J a. N M c/) z O o v w to w U 6 m °I W E = t 8 =" w U C, y ° N I! r_ o J� w M (J ¢ o }5 Z Q c E E v0 zo wo ¢= >m ❑a f— wo D o C o E o< a o. °z a z wZ wa cf.) ro -j C <o Q me m Q) —r wm aw m ow � w o g a Roncn a 9 m7 ' � wW � F ti o aLL w = Q wg r C7 � ao ch 4-o a F o3 �O 0 = > CM Om d' CU c� CD O -- C0 .-.07 Q o o N 4 LO ON Ln N L Q M T LO N cM w LID o Z Z E O N t0 C n. U _j Q p C JOB NO : 23-06103 SCALE : AS NOTED SHEET NO. SS •'a 3 Of r ro x m O N 0 N 0 Q to J R CD 0 I N NO cV LO O LO - Q N 0 i a FT w E O 0 J 0 L.0 U rJ L 0 Ln v 0 _O M O t2 LO v 0 0 Q r m > v cn SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND A x SLAB 1 1/2" VN G.T. — — — — — — — — — . (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE 4" #3 STIRRUPS AT 4'-0" TOP CHORD WHEN REQ'D WHEN DEPTH TO PREVENT PLYWOOD PORCH SLAB SEE SPAN FROM EXCEEDING FOUNDATION PLAN EXCEEDS 30" GRADE MAX 24" SPAN (EITHER A USSES HIP _ SIDE OR BOTH IF REQ'D) G.T •. - N z CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS 1 '_4' FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER CONMAYBE NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH III 1-IT 14 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" - 4" " (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE 1'-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS n VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT—J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2'. tc • W 4r v � z - PORCH SLAB SEE a N FOUNDATION PLAN Q iw (2) #5's CONT. T&B U) 2 z w/ #3 STIRRUPS AT CV z 4'-0" WHEN DEPTH T EXCEEDS 30" LOWER OR GARAGE SLAB 1'4' SEE PLAN LARGE STEP DOWN(-1- 7 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE xxzMASONRY PIER SEE FLOOR PLAN -71 � I FOR COLUMN INFO WOOD OR MASONRY z O Q w J w w w t) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN - (2) #5's CONT T&B w/ _' z 04 CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" '- MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30"' TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 _ w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN CENTERED AT 16d INTO HEADER & (6) I FOR CANT. SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON BM. CONNECTION INFO SCHEDULE/PLAN OPTION B OPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER --\ 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ -- (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. vv 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR T q TOP OF F BEAM .a SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT .- .:0 1 MIDDLE GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2 = 1,70" COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. USS/ XF CDX PLYWOOD OR Y/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS Q ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP I 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ .—je4 MIN. 6" EMBEDMENT �. ° d a A, d a ° j MAIN HOUSE SLAB a -4 . A. (2) #5's CONT. T&B W/ #3 STIRRUPS AT d d 4'-0" WHEN DEPTH ° EXCEEDS 30" ® d e a. CV z 1'-4" GARAGE MONO 21 j c cv 0 tw, o�® ju a� cmc�vN —� -.o=x a- e/7 .cL N � 2� d 1, E 3. v E ry5 XX t€ifi%iy>fi®�i .. s .�,.J�ca�E. rj N N .. v `; � � fy �\ J�'�'il�s'$�1a4�li��`�e! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, Ik"Ina W .�1 ee OEO N O m co - M� O 7 � y �m E'' Q NJ� �; W J LL ul d _Z IS O_ Z2 O Y Z � CO. d _. CN e�Z O U U o H #YarJ6�riY',ti§d�£ W ❑ ❑ v �M� Z N c7 og z � � Q $ J N N z II v (D o (10 w y w o a,l) Lv N �N LLj — o I F.. 1 � = L U (� O N O � ® ® N 0 J< w c za z M Z O � Q J y W z o Z o (l7 E o O < N fl- 0 F z e h -o ao o CL E °= o< o ao �Z t wo <o mi O Y OZ K m 1 �a a= J Fad �z CA) US o p a U W LL z m a� F3 J Z I 0 o w¢ ;o O = 0 N > CM C4 c� 0) \1/ O r CD ^ Cr U � r (n m N —_ U) � O Ch 0 LO N LO N <t M CD ; r m � M ` o E C:co LO z Z E o m E Co 0 d U J Q p J JOB NO : 23-06103 SCALE : AS NOTED SHEET N0. D1 (MONO) -rf -- —1 1 1 n 1 ._. 04 CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" '- MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30"' TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 _ w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN CENTERED AT 16d INTO HEADER & (6) I FOR CANT. SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON BM. CONNECTION INFO SCHEDULE/PLAN OPTION B OPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER --\ 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ -- (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. vv 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR T q TOP OF F BEAM .a SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT .- .:0 1 MIDDLE GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2 = 1,70" COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. USS/ XF CDX PLYWOOD OR Y/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS Q ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP I 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ .—je4 MIN. 6" EMBEDMENT �. ° d a A, d a ° j MAIN HOUSE SLAB a -4 . A. (2) #5's CONT. T&B W/ #3 STIRRUPS AT d d 4'-0" WHEN DEPTH ° EXCEEDS 30" ® d e a. CV z 1'-4" GARAGE MONO 21 j c cv 0 tw, o�® ju a� cmc�vN —� -.o=x a- e/7 .cL N � 2� d 1, E 3. v E ry5 XX t€ifi%iy>fi®�i .. s .�,.J�ca�E. rj N N .. v `; � � fy �\ J�'�'il�s'$�1a4�li��`�e! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, Ik"Ina W .�1 ee OEO N O m co - M� O 7 � y �m E'' Q NJ� �; W J LL ul d _Z IS O_ Z2 O Y Z � CO. d _. CN e�Z O U U o H #YarJ6�riY',ti§d�£ W ❑ ❑ v �M� Z N c7 og z � � Q $ J N N z II v (D o (10 w y w o a,l) Lv N �N LLj — o I F.. 1 � = L U (� O N O � ® ® N 0 J< w c za z M Z O � Q J y W z o Z o (l7 E o O < N fl- 0 F z e h -o ao o CL E °= o< o ao �Z t wo <o mi O Y OZ K m 1 �a a= J Fad �z CA) US o p a U W LL z m a� F3 J Z I 0 o w¢ ;o O = 0 N > CM C4 c� 0) \1/ O r CD ^ Cr U � r (n m N —_ U) � O Ch 0 LO N LO N <t M CD ; r m � M ` o E C:co LO z Z E o m E Co 0 d U J Q p J JOB NO : 23-06103 SCALE : AS NOTED SHEET N0. D1 (MONO) -rf -- —1 1 1 n 1 ._. SCHEDULE/PLAN OPTION B OPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER --\ 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ -- (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. vv 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR T q TOP OF F BEAM .a SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT .- .:0 1 MIDDLE GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2 = 1,70" COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. USS/ XF CDX PLYWOOD OR Y/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS Q ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP I 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ .—je4 MIN. 6" EMBEDMENT �. ° d a A, d a ° j MAIN HOUSE SLAB a -4 . A. (2) #5's CONT. T&B W/ #3 STIRRUPS AT d d 4'-0" WHEN DEPTH ° EXCEEDS 30" ® d e a. CV z 1'-4" GARAGE MONO 21 j c cv 0 tw, o�® ju a� cmc�vN —� -.o=x a- e/7 .cL N � 2� d 1, E 3. v E ry5 XX t€ifi%iy>fi®�i .. s .�,.J�ca�E. rj N N .. v `; � � fy �\ J�'�'il�s'$�1a4�li��`�e! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, Ik"Ina W .�1 ee OEO N O m co - M� O 7 � y �m E'' Q NJ� �; W J LL ul d _Z IS O_ Z2 O Y Z � CO. d _. CN e�Z O U U o H #YarJ6�riY',ti§d�£ W ❑ ❑ v �M� Z N c7 og z � � Q $ J N N z II v (D o (10 w y w o a,l) Lv N �N LLj — o I F.. 1 � = L U (� O N O � ® ® N 0 J< w c za z M Z O � Q J y W z o Z o (l7 E o O < N fl- 0 F z e h -o ao o CL E °= o< o ao �Z t wo <o mi O Y OZ K m 1 �a a= J Fad �z CA) US o p a U W LL z m a� F3 J Z I 0 o w¢ ;o O = 0 N > CM C4 c� 0) \1/ O r CD ^ Cr U � r (n m N —_ U) � O Ch 0 LO N LO N <t M CD ; r m � M ` o E C:co LO z Z E o m E Co 0 d U J Q p J JOB NO : 23-06103 SCALE : AS NOTED SHEET N0. D1 (MONO) -rf -- —1 1 1 n 1 ._. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR T q TOP OF F BEAM .a SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT .- .:0 1 MIDDLE GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2 = 1,70" COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. USS/ XF CDX PLYWOOD OR Y/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS Q ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP I 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ .—je4 MIN. 6" EMBEDMENT �. ° d a A, d a ° j MAIN HOUSE SLAB a -4 . A. (2) #5's CONT. T&B W/ #3 STIRRUPS AT d d 4'-0" WHEN DEPTH ° EXCEEDS 30" ® d e a. CV z 1'-4" GARAGE MONO 21 j c cv 0 tw, o�® ju a� cmc�vN —� -.o=x a- e/7 .cL N � 2� d 1, E 3. v E ry5 XX t€ifi%iy>fi®�i .. s .�,.J�ca�E. rj N N .. v `; � � fy �\ J�'�'il�s'$�1a4�li��`�e! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, Ik"Ina W .�1 ee OEO N O m co - M� O 7 � y �m E'' Q NJ� �; W J LL ul d _Z IS O_ Z2 O Y Z � CO. d _. CN e�Z O U U o H #YarJ6�riY',ti§d�£ W ❑ ❑ v �M� Z N c7 og z � � Q $ J N N z II v (D o (10 w y w o a,l) Lv N �N LLj — o I F.. 1 � = L U (� O N O � ® ® N 0 J< w c za z M Z O � Q J y W z o Z o (l7 E o O < N fl- 0 F z e h -o ao o CL E °= o< o ao �Z t wo <o mi O Y OZ K m 1 �a a= J Fad �z CA) US o p a U W LL z m a� F3 J Z I 0 o w¢ ;o O = 0 N > CM C4 c� 0) \1/ O r CD ^ Cr U � r (n m N —_ U) � O Ch 0 LO N LO N <t M CD ; r m � M ` o E C:co LO z Z E o m E Co 0 d U J Q p J JOB NO : 23-06103 SCALE : AS NOTED SHEET N0. D1 (MONO) -rf -- —1 1 1 n 1 ._. MIDDLE GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2 = 1,70" COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. USS/ XF CDX PLYWOOD OR Y/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS Q ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP I 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ .—je4 MIN. 6" EMBEDMENT �. ° d a A, d a ° j MAIN HOUSE SLAB a -4 . A. (2) #5's CONT. T&B W/ #3 STIRRUPS AT d d 4'-0" WHEN DEPTH ° EXCEEDS 30" ® d e a. CV z 1'-4" GARAGE MONO 21 j c cv 0 tw, o�® ju a� cmc�vN —� -.o=x a- e/7 .cL N � 2� d 1, E 3. v E ry5 XX t€ifi%iy>fi®�i .. s .�,.J�ca�E. rj N N .. v `; � � fy �\ J�'�'il�s'$�1a4�li��`�e! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, Ik"Ina W .�1 ee OEO N O m co - M� O 7 � y �m E'' Q NJ� �; W J LL ul d _Z IS O_ Z2 O Y Z � CO. d _. CN e�Z O U U o H #YarJ6�riY',ti§d�£ W ❑ ❑ v �M� Z N c7 og z � � Q $ J N N z II v (D o (10 w y w o a,l) Lv N �N LLj — o I F.. 1 � = L U (� O N O � ® ® N 0 J< w c za z M Z O � Q J y W z o Z o (l7 E o O < N fl- 0 F z e h -o ao o CL E °= o< o ao �Z t wo <o mi O Y OZ K m 1 �a a= J Fad �z CA) US o p a U W LL z m a� F3 J Z I 0 o w¢ ;o O = 0 N > CM C4 c� 0) \1/ O r CD ^ Cr U � r (n m N —_ U) � O Ch 0 LO N LO N <t M CD ; r m � M ` o E C:co LO z Z E o m E Co 0 d U J Q p J JOB NO : 23-06103 SCALE : AS NOTED SHEET N0. D1 (MONO) -rf -- —1 1 1 n 1 ._. -rf -- —1 1 1 n 1 ._. --------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTEREC ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DSO SCALE: N.T.S. SCALE: N.T.S. — SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. a 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE 4. PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D �Ir BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE j FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK A l FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL AO BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 0 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE RlS6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL �Ai L SCALE: N.T.S. ��j SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. a@ 2nd FLOOR [DOUBLE STRAP] �o SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ T = SIMPSON HTT4 w! (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT a. SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C A<xr�N • qT �2 PROVIDE 2x4 ON --J TOP OF 2x8 TO BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w! (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. `\ 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK (24) 10d x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" n LONG NO STRAPS ARE REQ'D) �.0 ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. JLDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. p -o N �• G 0 JCW U a � �LL.� N � a V9 CC= a 3= d� CU 3 3 v a) E CD a CD 0 °// 16RO vhviv ®� p,. �T U �,� O� o !r• \Qa 0 ® /r•� j11ffff}}}Illtsil�i`��i �SSfON To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a_ aY W sFe� Q 0 0 p N U •�`':: 0 N m 0 O n w 00 In N N �� H�r� 0 a �0 4h w N J (0_j E w w sip W 04 0 o w cnmLL P000 Z J < N O U �d 00 ❑ ❑ Z N M 0 N Q Q � Q — — E3 a N � z N (D o 0 Nall w o Y U U O N c U) OD Y 0 -® c 0 w M J � Z Q � E oo < R Q o E U wz Za oa F-- — 0 E oQ g� N w I 40zITT Wz W J c 'd <z 0< OCYi mo Ozr m m Q W 3 Z go W c5 op LL a 0 n Z F r m p Jo w< >0 4 F M v 5 o �O .s = >M m 0 (0 CU O =3 r CO U -2N LO L00 o LO N Q M r ai E ` v; L o Z Z E OCU c a U _j _0 ¢ p JOB NO: 23-06103 SCALE : AS NOTED SHEET NO. D2 r T-_.. T- I-- I I—T— ---- __r__ I I IT- _T_ r- i ----I I I --T 3 v, w 0 i _ m r- 0 0 Crvi Q rn J 0 0 I N r� cV O LO i 0 N 0 0 a 0 i E F- N a� E 0 v J o_ 0 •U M O Lo 0 0 a N 0 Lo 0 0 Z rr w Q v to THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF < MASONRY WINDOW BUCK c 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO P1 Anal ^' ^ ' 'n WEATHER JE BARRIER & ;ARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 10 4SHING DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING-� C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER F1 Z a w a_ U) U) w U w w 0 W /- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3!4"-1°BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6° RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall ^ finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 I5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING \ STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB - -SF LATH I) ;TOP A US BACKER ROD OUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all M GV 0 CV a .J P W E ffi f5 - 7;7 ce -S M CV O CV O To the best of the Engineer's knowledge, information and belief, the structural plans and spec cations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. } M U f Ui 0 R N O o c o a 00 K � rn ,10 �UDo? w W ;in Q13 M V S J C J SZ W W Ii i , a � , § w - 2 �, " Y L @ p z t, W �r W _ mN� O O tico LL �� m 0 M N Q O O U a 0 0 to El 0 21 M N M o < N z o � Q � rz � M N v z ( o (� w ® 1, O V) o r w. E`z_ v < S £ d N c, IIl� o co w z tl, Q o E 0 zo o° >N zo z® oa H tp� ao ao uo o< az .o M �� ire Lco� 2:� �z o� 6 .o oLL '¢w 6 <� �z W o < a r °O ~� F ch d o� za a O- U� 0 O 2 � N Orn co co C.0 O CO m T Li J C) U-)�o U') NUJ M r O M Z z E O C: co a E U Q p JOB NO : 23-06103 SCALE : AS NOTED SHEET NO. WP1 1-, i 1 C, o r I A I N are ;.: .; n, ,_ ,: 1 „, 11 n; ;, i i 1 11 __ � 1 rr RR C�1 E Mounting Brackets 00 Gauge 4-1i2ex4-1Zx2-12" � Tfi Back Cross Support {May be cut to W) See Anchor Schedule Right Bracket t'Ca Gauge) Bolts 1,afair CtLa-A32SI-Itr, 0° 0� 14 at lf-Drilling. Screws 10-5ti A/C UndL Bottum Edge tiurrlc.�rl� sires xi3InPP5 (Typiieill; 3 iti front) 1 Front Cross Support SeIlLxxkinHj Dolts (May be cut to W) Left Bracket (16Gauge) #145elf )FIlIng5crev�rs'lliruBrackets & RatkCross Support Into AIC Unit Bottom Side (Typical. 3 each side for hurricane use) :ixs:sfiL onALAL iu- sn:aswuums arc panvir ul wnis -ii 1-lu nrzrsc Au Run- tsigttagglieat Idled Snell Dinvorl:ag av'altudle upon reatowst f u;t t al ift wal Api"li) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fag, I of 1 1211612021 .. � F,p P,.y �dt,:.,� � c s= ��-y'-�iy..'q;�- t*wS+, :2' 78}4,,,'k^s t'rte°,. 1 `'`y'•c'y Ir. 5;.ruz � a .:h�; ?"�aaf,- '8t--r`-�' r`., �Y "r. 'i7�ri 7' z'.',,�3' ,... t +,.T„s-{, x`P ilk,.. .- ; 'W-. ,-�v4 u'�. t{,., 4 .s::v4 ,...s. ,., ,41xr +.t1" ram` §-M"�'sia». §; a ,- .+M ,�.'y, .s{ cY�*..:. t� t ✓"�., 1$,."S" 41a" tr' 4i �s„4f' F code InIfts, or we Data Date Padding Me TVD0 version Manufacturer Contact Enaineer&Llii Validated By validated Submitted FBC Alturoyal oved Status Affirmation 2020 Smart Vent Products, Inc, Michael Graham Hermes F, Nonno RE, Locke Bowden P.E. 12/16/2020 12/162D20 122s/2020 Appro✓ c! Category: Structural Components (877) 441-83N PE-73778 (334) 300-1800 Subcategory: Procaicls Introduced as a Result of Imoggsmanventcom New Technology Compliance Method: Evaluation Report Irom a Florida Registered Architect cra Licensed Florida Professional Engineer F L65g22-R8 Prgducls Quality Assurance Approved for Use Approved for Use IrtlD.ct D.alab 111111 Product Modal. Number or Name Product C asprmtran contract Expiratmn Dale to MVNZ oubdual HYHZ Resistant Pressure 1 SmadVent dal #1540.510 Dual Function Flood and Ventilation Vent 127312023 Yas Yes WA ♦1001-100 2 SmadVent Model N1540-511 Dual Function Flood and Ventilation Vent IM12023 Yes Yes NIA t100F1D0. 3 SmadVent Miner#1540-520 Insulated Flood Vent 12/312023 Yes Yes NIA +100F100 4 SmadVent Model#1540d521 Insulated Flood Vent 72131/2023 Yes Yes NIA t10eb100 5 Simi nVent Modal #1540-524 16&qud; Garage Door Flood Vant 12+`S1 J2023 Yes Yes NIA. N!A 6 SmadVent Model#1540.570 Wood Wall Insulated Flood Vent 10312023 Yes Yes NIA +100F 100 - SmanVent Modal 41540,574 14.5&qud: Garage Door Flood Vent 12r3V2023 Yes Yes N!A N/A code Tyba Version Manufacturer Revislon 2020 Drexel Metals. Inc. Category; Roofing subcategory: Metal Rooting Compllance Method: Evaluation Report from a Florida Registered Archbet r a Licensed Florida Prefen.lenal Engineer FIL*17679.115 Products Seo # Product Model Number or Name 1 Drexel Metal Rggfng Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Contact Erwin- &License Validated By Jason Shumate Zachary R. Pnesl Locke Boudon P.E. 5021303-1511 PF-74021 (3341 300-1800 Ish-limed-al.com Page 1 V i In412D21 Doti Data DNe Penolna Dat o Validated Subndtted FBC Approval Apar mwtl States 08/10/2020 081OW2020 08202020 ton W2020 Approved 4ualiNAssurance Approved for use Approved for Use Impact Des e Product Description Cordraet Expiration Date In HYHZ Outside HVNZ Registaln Pro.sure ONO 10ONS, CMG. 150SS, DMC 1758, DMC 2008. 12131n025 Yes No 1 +0/-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 or4 3rf<'023 - � : - -. ,x-,� �. - �.- .,-: _ .� s�;�2?•;�--*S" \.�. ,.. e.,,�-rr .L -'''C sv .z c � ,. , _, ..x ��i'' a „r..-, .a, . ,. .- v, i aei r m-. a- ��? . _`x ; Cotle Entity a .Data Date Date Pending Data Tv me aV rag) q Manufadurar Contact Engineer& License Validatedav Validiat suilonnitituid FeeA-meal Appmwd status Revislon 2020 Therma-Tru Corporation Steve Jaspersol Lyndon f- Schmidt. P.E. Ryan J. King, P.E. 041152021 IW12020 04QM021 08108f2021 Approved Category- Exterior Doors (800 843-T62a PE-43409 (81311 7ST-6555 Subcategory: Swinging. Exterior Door Assemblies sjesperson@mermatru.c Compllance Method: Evaluation Report from om Florida Registered Archited. or s Licensed Florida Professional Engineer FLA20469-11I Pooduds QualitiAssurance Approved for Use Approved for Use Imoad Deaim sea # PrModel, Number or N oduct ame esc P-Wolt Dription Cpntracl Exgirazlon Date in HVHT. Outside HYHZ Rao Istar6 Pressure m 1 e. Thee-Tru Fiber-Ciessic and Smooth -Star Nominal 68,439:8 5quctimpad8qua: Opaque 12n12026 No Yes Wes NIA Composite Edge Fterg!ess Single Cour (1"WmcfOutewlDg: X configuration) 2 b. Theme-Tru Flier-Classicand Smooth -Star Nc mal6'8 &qurilmpad&quoh Opaque 12r312026 No yes Yes N/A Composite Edge Fiberglass argue Door with Sldelite(sl Qnswing/Outswing: XO. OX or OXO unnfiguratlars) 3 c.Therma-Tru Fiber -Class: and Smooth -Star N--16&#39:8&quc(Imlxac18quot: Opaque 12/312026 No Yes Yes NIA 4 d. Themm-Tru Fiber-Classicand Smmth-Star 5 e. Therme-Tru Flber-Classic and SmmthSlar 6 f. Therme-Tru Fiber-Classicand Smooth -Star g. The-Tru Fiber -Classic and Smwffi Slap 8 h. Therma Tru Fiber -Classic and SmmthSlar 9 I. Therma-Tru Fiber -Classic and Smodh-ster 10 j. Thanna-Tru Fiber -Classic and Smodh-Star 11 k. Therma-Tru Fiber-Classicand Smooth -Star 12 I. Themia-Tm Fiber -Classic end Smodh-Star 13 m Therma-Tru Flier Clas.. and Smodh-Star 14 n Mho -Tru Fiher-Classic and S4nmMStar 15 0. Therme-Tru Fiber -Classic and Smooth -Star 16 p. Thema-Tru Fiher-Class c and Srhooth-Ste, 17 q. Therma-Tru Fiher-Olassic and Smooth -Star Composite Edge Fiberglass Double boor win or vithmi Sidelites rinswingy0u1swing; XX or OXXO conflguratlons) Nominal a&#39D "lmpect&quoi Opaque Composite Edge Fiberglass Single Door dr-Ingf01 eing:Xc figuration) Nominal 8&439;0 &q",d Impact&gUot: Opaque Composite Edge Fib&9I %&ogle: Doorwkh Sid.11o,(s)(InsdngkCul ang,XO, OXorOXO config-twnst Nominal 8&#3fl.9 &quot:impacl&q.cL Opaque C-Posits Edge Fbesgless Double D.-ith or without Sidelites(Ibsvinglouls 1ng; XX orOXXO configunational Nominal 68#39;88quot;lmpac[&quot Glazed Composite Edge Fiberglass Single Door (Inswing/Outsaing: X configuration) Nominal 6&8 &quot:Mpadl,qud; Glazed Composite Edge Fiberglass Single Door-vith Sidellie() ( g s Iris'win routs';in p. 'XO OX or OXO eonfguret ors Nominal 6&#398 &quoi Impad&quot Glued Camposlte Edge Fiberglass Double DocrwliIn or xakhout 5ldeltes Inovin iOuNwin9 XXorOXXO 1 9 configurations) 11aMne18'0 &q.d;Imprgl&gUat Glazetl Composite Edge Fiberglass Single Door (InswinglOutswmg; X cofiguration) Nominal &quoi Impact&quoL.Owned Composite Edge Fiberglass Single Doo-Vih Sleallleo) (Ins.ingM,.0 wing: XO. OX or OXD config-ti- Nominal 86#38.0 &quoi Impao6:quot. Glazed Compost, Edge Fit ergi- Double Doamrith or without Sidelites QnsvinVOuts wing; XXorOXXO configurations] 11-Inel 6&#39B &qud Inspect&quoi Glazed Molded Open Composite Edge Frbergass Single Door (h-Inq/OutsMng' X configumtiom Nartinel 68#39'9 &qud impact&quoi. Glezed Molded Open Composite Edge Fiberglass Single Door with Glazed Molded Open Sideliona) (Insding,Cutawing; XO, OX orDXG configurations) Nominal 68#39;8 "lmpacl&quoi Glazetl Mooed Open Composite Edge Fiberglass Double Door with orwtli-t Glazed Molded Open Sideulas (Inswing,rOutsning: XX or OXXO configurations) Nominal 68*39:8 &quet;lmpact&quoY Opsque Cum .site Ede Fiber lass Sin a O. p 9 g !d rwgh o Molded Open Sdelite(s) (lnswingiOutswrg: XO, OX or OXO configurations) Nominal 6&#39 8 &quot'Imp cf&quot Opaquz Composite Edge Fiberglass Double Dodrwith or without Glazed Melded Open Sideltes (Inswing/Omsuing;.XX or =0 configuraUos) 121312D26 No Yes Yes NIA 1213I2026 N. Yes Yes NIA I MI2026 No Yes Yes WA 121312026 No Yes Yes N/A 12/312026 No Yes Yes NIA IM112026 No Yes Yes WA 121312026 Me Yes Yes NIA 12r312026 NO Yes Yes WA 12r312026 No Yes Yes NIA 12/312026 No Yes Yes MIA 12/312026 No Yes Yes NIA 12/312026 No Yes Yes WA 12y312028 No Yes Yes NIA IMI12026 No Yes Yes NIA Florida Department of Business .& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft 1n2021 oii _P9.11 Code Entity or _WA we Date Pendlna TV.- Version Manufacturer Camact Engineer & Ubanse Validated By Va it dalsO Submitted FBC Approval ApOroyatl status Revislon 2020 POT lndustres Jens Ro9cwskl Miami -Dade SCCO -CER Mlaml-Dada BCCC-VAL 1111SM20 10ns202o 11242020 Approved Category: Exterior Doors (941) 486-0101 (76in MS-2500 subcategory: Sliding Exterior Door Assemblies Iresawskldpgtlndustri Compliance Maned! Cenifcdlon Mark a Listing pm FL#251-R33 Products - Quality A,auruee Aoprovad for lino Approved for Use Impact Design Sao H Protluct Modal, Number or tdaula Protluct Description Contract Expiration Data In WAZ Outside NVHZ Resistant Pressure 9 SOD-5570 (Large Missile Impact) Vinyl gliding Glass Door 04It42021 Yes Yes Yes NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required b Florida Statute 553.842 and Florida Administrative Code 9B-72 lease provide the information and approval numbers on the building components listed below if � �` r p p pp g they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expo Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.01- 7.0 psf 12/ 1/202 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 + 7.0/- 7.0 psf 12/31/2 2 Therm aTru Fiber -Classic andSmooth-Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332.5 +40.0/ 40a0 psf 12/31/2024 PGT Series 5570 FICA 21-0205.03 + 38.7I-38.7 psf 4/ 14I2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) FL8248r3 +31.0%35.0 psf 12/31/2023 Wayne -Dalton y series 800Of810018200 #1123 107 � � FL8248.10 30.Of-3.5 psf 1213112023 Wayne -Dalton Series 8000/8100/8200 #1124 (1+6 7) FL8248.11 +314„4f-3 .3 psf, 12/31/20,23 Dr METAL LOUVERED DRS Curries Dirvisi+on of AADG, Inc 607,707F727,747rand 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12I31I2025 2. WINDOWS A. SINGLE HUNG MI Windows and Dears Series 185 FL17499,2 +60.0i-+60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7f 30I2025 Pella Corporation Series 10I20 FL11206 +35a01-35s0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/2212023 6, HORIZONTAL SLIDER MI Windows and Doors ,Series 188 FL15351A +55.0I-55r0 psf 2/16/2024 Pella Corporation Series 10I20 FL111+61 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FLED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4i312023 PGT Series 5520 FL243.5 NIA 413012025 Pella Corporation Series 10120 FL6694 +50,0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 512512031 D. MULLION MI Windows and Doors Series 5764 FL15353,2 NIA 12/31/2024 PGT Series 5500 FL2+61.1 N/A 5I2612026 E, OTHER 3e PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272.2 +75a0.I-75,0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psi' 7i30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124..1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6/29/2023 PIy9 lass USA, Inc, for Tile Roof) POLYSTiCK TU MAX FL5259 N/A 12123I2023 C, ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp.. Off Ridge Vents FL16918.1 - FL16918.4 N/A 919I2026 Florida Metal Products, Inc Vent RV 10 FL21580,3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5I-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7840.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S1 DMC 200S, DMC 5V FL176791 +0f-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized ,Steel Storm Panels FL1507 ,1 - FL15076..2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NJA 12/31/2023 6. STRUCTURAL (COMPONENTS A. WOOD CONNECTORS/ USP Structural Cann.. see chart ANCHORS Simpson Strong -Tie see chart B, TRUSS PLATES ITW Building Components Alpine Truss' Plates FL1999.1 - FL1999,4 MIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197..5 NIA 12/31/2024 C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 A 10/31/20.23 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, inc. High Strength Concrete Lintels FL1774 NA 512512024 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of theseproducts, the forllowing infbrmation must be available to the inspector on the )obsiteF 1) copy of the product approval 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of V252022 �:'iYma �.,. .�,;^ a- e ; �t'�`(°.. .T-sr. ""�` �� n_a� ,icy •^n^+rre � n� 'rf'�'�y '.-,�a a»��v:. #.,, 1�,�! t� � k ra'�'"T3"�'� h a 4 - �, Code Entity Date Date Date Pending Dattee, Type Verito Manufacturer Contact Engineer &License Validated By validated SUI:tboidled FBC Approval Approved status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 0712312020 07/122020 07/29/2020 10/1312020 Approved Category: Exterior Doors (8001 843-7528 PE-43409 (813) 767-6555 SubCatergory: Swinging Exterior Door Assemblies sjaspersan@thermetru.co Compliance Method: Evaluation Report from a Florid. Ronief.- ArmHenrknr. I ir.n- FlnriNi m Seo # Product Model, Numberor Name Product Description 1 a. Therms-Tru Rber-Classic and SmaothSter Nominal 6&#39,8 &quoi Impact&quat Opaque Composite Edge Fiberglass Single Door /OutswnX oafu IInsv n9 9, figuration) ration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal88,#39:8 &quoi Impact&quoi Opaque Composite Edge Fiberglass Single Doorvwth Sidelibi(s) 0rswin0 Oub5Wng. XO, OXor OXO configurations) 3 c. Therms-Tru Fiber -Classic and Smooth -Stet" Nomlhal6'8 &quoi Impact&quoi Opaque Composite Edge Fiberglass Double Door Yth or Wthout SldeHtes (IruW;Ing;Outstmmg XX or OXXO configurations) 4 d. Therma-Tin Fiber-Claasic and Smooth -Star Nominal a'0 "Ir pact&quoi. Opaque Composite Edge Fiberglass Single 'Door (InsvdogfOutswdng; X configuration) 5 e. Therma-Tru Fib -Classic and Smooth -Star Nominal 8&O'S l) &qu Ajmpact&quot. Opaque Composite Edge Fiberglass Single Door with Sideli e(s) (InswnglCucawng; XO, OX or CXO configurations) 6 f. Therma-Tru Fe -Classic and Smooth -Star Nominal 8'0&quotInm cot&quoi; Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) 7 g.Therma-Tru Fiber.Classic and Smooth -Star Nomina 16&939;8&quctlmpoct&quoi Glazed Composite Edge Fiberglass Single Door (I nswing/Oulswing; X configuration) 8 h. Therma-Tru Fiber -Classic and Smo rth-8ter Nominal 9'8 &quotlmpact&quoi Glazed Composite Ede Fiber lass Single Doon=Ath Sidelites) (Inswingloutswng XO Ox., OXO configurations) 9 i, Therma-Tru Fiber -Classic and Smooth -Star Nominal 9&#39 8 &quot'Impact&quot Glazed Composlie Edge Fiberglass Double Door iitn or Wthout Sldelttes(In Ihg/OUtsNJng,XXar OXXO conflguratlons) 10 J. Therma-Tru Flear-Classic and Smooth -Star Nominal 8&ngO "lmpact&quoi: Glazed Composite. Edge Fiberglass Single Door (Inswing/Outav inS; X configurationl 11 k. Therma-Tru Fiber -Classic and SmoomStor Nomlhal 8'p &quotimpact&quot Glazed Composlie Edge Fiberglass Single Door tdth Sidelites) (Inswrio/Outsvwrig: XC,OX or OXO configuratans) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&09;0 "lmpact&quot Glazed Composite Edge Fiberglassou Dble Docrwith or Without Sidelites (Inswing/Cutswing, XX or OXXO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &quotlmpaot&quoi Opaque Composite Etlge Fiberglass Single Door mAth "Non-Impact&quoi Sidellte(s) II nsv4Q1Outswing; XO, OX or OXO configurations) 14 n. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&43g;8 "lmpa&&quot Opaque Composite Edge Fiberglass Double Drorwith "Non-Impact&quoi Sidelites (Insvwng/Outswing; OXXO configurefion) 15 o.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39110&qu01t;lmpact&quota. Opaque Comp -lie Edge Fiber -glass Single Do "Non-Impact&quot Sidelites) Inswin /Outswin 0 O or OXO on urations x x p ( g 9 hg ) 16 .Tnerma-Tru Piber-Classic and Smooth -Star p Nominal 8&n390 uotlm aM& uoi:Opaque ,. p q_.r Composite Edge Fiberglass Double Door with e ibe "Non-Impact&quoi; Sidelites (InstMng/OutayAng; OXXO configuration) 17 q.Therma-Tru Fiber-Classicand Smooth -Star Nominal S'S&quok;Non-Impact&&quot_ Opaque ComposlteEdge Fiberglass Single Door (InswirdOut Wng; X configuration) 18 r Therma-Tiu Fiber-Classio and Smooth-Ster Nominal 9&#39:8 Squat; Nor-Impact&quoi Opaque Composite. Edge Fiberglass Single Doorwith Sdelite(a) (Ime AnglO.b.,mg; XO, OX or OXO config "rations) 19 s, Therma-Tru Fiber -Classic and.Smooth-Star Nominal 6'8&quot,Non-Impact&quot Opaque Composite Edge Fiberglass Double Door with or without Sidelites (InsvnnglOutsyt ng; XX or OXXO configurations) 20 L Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 &quoLNon-Impact&quot Opaque Composite Edge Fiberglass Single Door (InsvenglOut-ing; X configuration) 21 u. Therma-Tru Rber-Classic and Smooth -Star Nominal 884390 &quotNon-Impact&quoi Opaque Composite Edge Fiberglass Single Door with Sidelites) (Inmving/Outswing; XO, OX or OXO conflourati-1, 22 v.Therma-Tru Fitter -Classic and Smooth-Skar Nominal 8'0&quotNon:lmpact&qupt; Opaque Composite Edge Fiberglass Double Door vdth or wthout.Sidelltes (InswinglOulswing: )OXor OXXO configurations) 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal e'8 &quotilon-Impact&quota Glazed Can,posite Ft. Fiberglass Single Duo, (InsvongfOutswing; X configuration) 24 x. Therma-Tru Fiber -Classic ark Smooth -Star Nominal tl'6 ItquotNondmpact" Glazed Composite Edge Fiberglass Single Door with sidelite(s) (Inswing/OutsvWng; XO, OX or OXO configurations) 25 y. Therme-Tru Fiber-Classicand Smooth -Star Nominal 5'8&quot,Non-Impad&quat; Glazed Composite Edge Fiberglass Double Door vAth or Without Sidelites (InswinglOutswing; XX or OXXO confgurab... ) 26 e. Therma Tru Ffber-Classic and Smooth -Star Nominal 8&N39:0 "Non-Impae1&quM, Glazed Composite Edge Flhergess Single Door (II-rig/Ou svintg; X configuration) 27 za. Therma-Tru Fiber -Classic and Srllooth-Star Nominal 88039;0 &quot:Non-Impact&quot Glazed Composite Edge Fiberglass Single Door wnh Sidelites) (In.Wng1Out.WrQ. XO, OX or OXO configurations) 26 A. Theme-Tru Fiber -Classic and Smooth -Star Nominal 8'08quotNon-Impact&quoi Glazed Composite Edge Fiberglass Double Door With or Wihout Sidelites (InswinglOtdswing; XXor OXXO configurations) Code T,pgp Version Manufacturer Revision 202a MI Window and Doors Category: Exterior Doors subcategory: Sliding Exterior DoorAssemblies Compliance Method: Evaluation Report from a Fl adds Registered Architect Cra Licensed Florida Pr.r.,ronel Engineer FW5332.Re Products Sea# Product Model. Number or Name 1 SERIES 420 ALUMINUM SGD 2 SERIES 420ALUMINUM SGO 3 SERIES 420ALUMINUM SGD REINFORCED 4 SERIES 420ALUMINUM SGD REINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED Type Version Manufacturer Revision 2D20 Woy-Daaon,a division cf0varhead Door Corporation Category- Exterior Doors SubCatepary: Sartimal Exterior D-Assemblias Compliance method: Evaluation Report from a Floods Registered Architect or a Licensed Florida Professional Engineer FL#824"20 Products Seo k Produa Model Numpar or Name 3 80DW61 DOM20041105 10 8000,ei 0016200#1123 11 8000/8100/8200 #1124 Product Descrlotlon SERIES 420 ALUMINUM SGD OXC 145314&quot:x84.quot: NON -REINFORCED SERIES 420 ALUMINUM SGD OX. XO. XX 96&qud;x80&quot NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX0 14S-314&qu otx9S&quoi; SERIES 420 ALUMINUM SGD REINFORCED OX. XO, XXSB&quotxW..quot SERIES 420 ALUMINUM SGD REINFORCED XXX 143F.qucl:x 9e&qud; Quality Assurance Approved Pop Use Approvedfat Use Impact Option Contrast Expiration Date in HYHZ Outside HVHZ Resistant Pressure 1213112022 Yes Yes Yes Ni 12/3112022 Yes Yes Yes NIA 1 MIM22 Yes Yt" Yes N 12J3112022 Yes Y2S _ Yes fA- C3 L 12J3112022 Yee Y.4 - t N!A>?-� p W G Cri 12131/2022 Yas ye� Yes d MA� CV tn a GL ys• N O N QJ31 f2022 Yes Yes Ye S %A C) 1213112022 Yes Yes es ,0* f= L d� rx u 3 da 1213112022 Yes Yes WIra y 7 C 12)5172022 Yes Yes Yes N G cc o 12J31f21322 Yes Yes Yes NIA d L, O 12131=22 Yes Yes Yes NIA 12131l2C22 Yes Yes Yes N/A 12l'312022 Yes Yas Yes NIA 12/3112022 Yes Yes Yes NIA I D312022 Yes Yes Yes NfA 12J312022 Yes Yes N. NIA 12/3112022 Yes Yes No NIA 12)3112022 Yes Yes No N!A 12131=2 Yes Yes No NIA 12/3112022 Yes Yes No NIA 1213112022 Yes Yes No NIA 1 V5112022 Yes Yos No NIA 1V3112022 Yes Yes No NIA 1D312022 Yes Yes No WA 1213IM22 Yee Yes No NIA 12/31/2022 Yes Yes No NIA 12/3112M Yes Yes No N!A Page 1 of 2 11512021 Date Date Date Pending con, validated Submitted FBC Approval Approved Star- 10/002020 10/082020 10f102020 12f1512020 Approved chanty Assurance Approyedll"Usa g rppoyed for Use Impact Doslign ContractExplDiI Date In HV Z Outside HVNZ Rashnault Pressure 121312024 No Yes No N/A 121312024 No Yes No NIA 12r312024 No Yes No FIFA 1213112024 No Yes No WA 121312024 No Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d2 ir9rxv21 Entire or aajg to Dot, Panctnp 292 Contact Enpineer$ License Validated 6y Validated Subribilto,id FBC Approval A-pprgved Status Dwayne Kaulsh John E. Se.tes Jeffrey P. Arneson, P.E. 1 D112nD20 09292020 1023202C 12y1572020 Approved (333)763-8121 PE-51737 (Nit)821-5200 dkomishowayne-dalto c on, Quality Assurance Aporpved far Usa A braved for Us® Impact Deal - Product Description Contract Etmlratlon Data 01 HVHZ Outside HVNZ Resistant Pressure 9&435: Max width. 148#39; Max height: Glazing ID312023 No Yes Yes +31.00d35.00 available in top or intennediste section 16&119 Max width, 14&#39 Max. hetgh zin height. IV312Y.023 a 9 NQ Yes Y +30.00I-33.50 available In lop or Intermediate section 169#39. Max width. 1413439 Max height. Glazing 12131(2CI23 No Yes Yes +54,40F38,30 available in top or Intermediate section. Florida Department of Business & Professional Regulation Page 1 orl Building Codes and Standards trsrzD21 Product Approval Application Detail Code Emily o- Data Data Dane Perrone me SYBE Version Manufacturer Contact Endlhi lice... validated By Validated Smpproval upmed FBC A Approved Status Revision 2020 Curnes Diview of AADG. Inc. Tom Rattay ILL LLC Troy Bishop, P.E. IZ-1012020 Ivaino2o 1212112020 Approved Category: Exeter Doors (641) 494.2811 1954)WT-0880 Subcategory-. Exterior Door Components torn.raltay@-as sot a-m Camplitim. Method: Certification Mak br Listing rn FVV415377-HE Products QuaIINADagrallea Aporovedfor Use Approved for Use Impact De61An Sao # Product Modal. Number or Name. ProduCt Description Contract ExoiraNan Dafe In HVNZ Oufstde HVNZ RasNtanf 1 607. TOT, 727, T47; 757. 777. and 64T:Single and Ptivs of Flush, Glazw` end Louvered single and pairs or 12/312025 Yes Yes Yes NIA Doors hollow metal doors Florida Depa rtment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 2 g2921 m� ,:,� •1.r r S. ,uo-r�s �'��e:,>:4P`°STa.W�`-��r z= e. N. _.. ,, a, � _ .. r,dz. ,, ,'�fx.- Q -_. -.... h a... , ., ,1« „�'.-„ ,. ,'y;, 1-�..*. a, .... .r, to ..� = , ,r,^"'* .,, } rt. r,1 -- >:^'hr.:, - , _-., Code thirty or Dafe„ pat. Data Pertdrno pate Tvid. Version mgm.,raaturer Carried Enarneer&License Validated By validated Submitted FBC Anrroval Ap..... d Status Revision 2020 MI Windows and Doors areal Sltlinga American Architectural Steven M. Udah. PE 111172D20 11117r420 1127/2020 Approved Category: Windows 1717)365-3300 Manufacturers Assactation (717)317-8454 Subcategory: Single Hung hsOngu9ml'ird.com Compliance Method: Cuiiltation Mark or Listing Quality Assu Anoraved far Use Approved for Use Imoaal Design ,say# Product Model. Number or Name Product Description Comraet Expiration Dme In HVNZ outside HVHL Resistant Preswre 2 165 8H 52x72 Fln/Flango Framo IG/SG Single Hung I0/082023 No Yes No +60/-60 Laminated Glass N (U Cn C6 U O L CL e rett a ` 7 .5) U U U) O O O O W CQ O 0 M LL p .� In E O N O W 0_ U) L CD E #ram z co O 0- 0 0- L U O L� W U ao H O Lr. LU G Q z J Z Q J SHEET NO, PA 1.0- I r 1I.Ji hI I I I I: , I I I I:. 1: „: i„ 1. 1 1 1 11 1-- F - - --ll- TT� - I I -+-# (3) (3) = I I Florida Department of Business & Professional Regulation Building Codes Standards P.D. 6 of 9 Florida Department of Business & Professional Regulation p.g. I of 1 Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Not p`2 U) -00 (3) '4l" —0 > 0 and 10,2022 Building Codes and Standards 102021 Building Codes and Standards I 61.021 Building Codes and Standards 1 WD21 = =3 a) 2 - _0 Product Approval Application Detail - Product Approval Application Detail Product Approval Appiligation Detail Product Approval Application Detail . 0 = a) 0 � 1 '_1_'rv, , X"'._ _ , G� 3 11, , I - ''I I (1) CL 0 L_ I Code Erl Date Date Date Pendiria Date ''''''''''� � � I ' ' ' I � — C CIO -0 a- . Tell version Mare,loChIld, Cornfield Engineer &L-icerse Validated a validintea Submitted FBO Approval Approved status Code Entity A We Date t1g, lamoina PECAmoraval Dale Approved Code TVD2 Vtdalrdn Manufacturer Entity car COAN't Eroth ... & Lipmars, Validated las Date data Var, Partin vall auterethad F&CA-deval oat. Ance-ad ;A41 T�pe Wripped Manuftchertar EmIty or Date Date Date pyl)(31191 Contact U, a V.Iid..d W validated Submitted FDIC Approval Date A,,-,d Stabut -6) — (3) (1) R-i.Pn 2020 Therma-Tru Corporetion Steve Jasper ... Lyndon F. Schmidl. P E Ryan J. King, P.E. 1010712021 0911812021 1 011 W021 1211SJ2021 Approved TVD. Version Manteratidemy contact Eregbrear & lJogral. validated By Validated Submitted ,91acut, I, UU R.,A,i.n 2020 he Windoet and Doon; smart sunnier Amed-Ar.hil-tinral Steven M. PE 0 - U) _i___ Category: Extent, Odors (800) 843-7620 PE-4400 (813) 767-8555 AffinTstiorn 2D20 PGTInd.tt,i.a jams R.-Al Mami-D.do 13COO - CER Mterni-D.d, ISCOO - VAL 1 IMMW V05M213 1111112OZO Apprc,,od Racal., 2020 MI Windows and Docce 8mort,'Alinger Acesdoan Archirect-I Steven M Lirleth, PE 365-3300 M.rolutudera A-W. (71 T) 317-84r,4 imenotal 10106/2D20 1W1MO20 Approved categifily: Wlnd-s Liner, 1 1122QQ20 I 1�2i`2= (717r 3RI-1300 Manufacturer, A-lation (717) 317-8454 ilaa=20 Approved = Subcategory: Swinging Exterior Door Assemblies sjasperson@thermalru.co G.hagssy: Wricia- (941) 480-0100 (766) 015,259C CarojOW. Windows lT17) bsitlhger@mht,d.com SubCategory: Flb�od bsitingerM,mikud.com Compliance Method: Evaluation Report from a IT FI.,id. R.9isdehad subcategory: Slial. Meng Compliance Method: Cadefication Mark or Lfal lrowskritipgundusuiesc .. Subcategory,. Horinntal Shicar Cortelanoo Method: Certification Mark Or Compliteren, Method. C�Arfrcsdorr Mark o, Li.tirg (D -0 0 -0 fthitept or A lucersed Florida ,nning I I 0 .= -0 Professional Engineer IlL#na,R28Pmdo I I I I I I I I I I I I I - F'oliditrag-aa Er.dects I I I I I I I I I I I I I I I FutelsputiI-laup—duadi. , I I I I I I I = 2 a) FjW461�A7 FroduM I I I I MAHN Asearen- I Anarchist to, U. Aconavad for loss Ism -It )Deal I on I Quality Assure , di I pe Approwiliffar Us , 9 Approved for Use I 1. I Poor: tavalon I I I I Product Quallry A ... rarree, Aider-ad for use A-r,y,d for Us, lerepaw Deal,,, 0 0- = 0 3: S-13 Ja ProductModeff NumberorNarre Cru a I try Aiello re n cra ADDIC-dircerUSe ApOrgeadfQruSe Impala Qesicur am# Prceluot fil Number or Name Product assiCrImIkel Coronet Pagination Igam It, Hvil outside ifv flegisti Pressure stl Product Model, NMbar or flem. Product 13-rhatiMa contmot E.1hatio. oat, I, HVHZ Outside HVl4Z pri.I.I.Mit lamseure sado Model, Number or Nam Product Descriptig Sell E.Direllon Date In HVHZ Outside HVHZ Resistant Pressure = f- 0 Lj_ 1 a. Therma-Tru Fiber -Classic and Smooth-Ster Product Description Contract Expiration Date Nominal 6&939;8 &quotNon-ImoAAAquPt; Opaque 1VW2022 In HVMZ No Outside HVHZ Yes Resistant No Pressure NIA 2 S.S500 (Lia'so M'sar� impact) vrhyl Single Hung Windlov, 07�sOQO25 � yes yes WA I HS 188 Fin and Rising, Frmnri 73.62 Insulated GI ... 02JI912024 No yet No -551-53 1 185 PW n � 72 Insulated Gla- 64105LA202S No Yet No -601-60 I cia 5 — Ill %.4._ - F13 Compoarto Edge Fiberglass Single Door \ Co 0 > 2 It. Therma-Thu Plbei,Classic and Smooth -Star (InewrigiOutswing; X configurathn) Nominal 5'8 &quorNomImpact&qudt; Opaque 1215112022 No yes No NA 11 . L/) _0 F= 0 r-podat. Edge Fiberglass Single Doo�wrlth (1) W Ill sdelke(s) (ItsunglOurtsviong. XO, OX Or OXC = L_ U) -it-, a- Ponfigurnficn.) M " ` .2 . U) - M 0 3 C. Tharttva-Tru Fiber -Clagal� And Smodth-Etv Nominal 6&039;8 &quct�Non-lmpad&quot� Opaque 12/3112022 No Yes No NJA - I - '16 "o _+_0 C Co - Fiberglass Composite Edge Double Door Yvith C, n - W �- c U) < Without Sidelites �Irswmg/Outzwng� XXor O)O(O infiguration.) it go Uj - _= -0 . - 4 d. Therma-Tru Fl�r,Classn and Smcoth�Star Nominal 734n�() 8Cupt:Nom-ldvdu,1&quoC Opaque 12i3l/2022 No yes No rVA _*1 - - Composite Edge Fiberglass Single Door q- W =_ , 5 a Therma-Tru Felsy,Classic and Smooth -Star (insvAnglOuts%Wing�Xconf�gurati0ft) Nominal 7&939,0 &quct;Non-hmpratd&ci Opaque 12K3112022 Composite Edge Fiberglass Single Door with No yes No NIA .S W C-) _; _= = = ILL_ Siclelit-(-) (InswealOetswirg. XO, OX Car OXO - c= � 6 t Therms-Trui Fiber -Classic and Smocah�Star corrfigumbtrs� Nominal B'0"Nonmnpach&iquot' Opaque 12�SV2022 No Yes No NA Florida Deportment of Business & Professional Raguhtlon F.9, 1 or i Florida Department of Business & Professional Regulation P.D. I of i Florida Department of Business & Professional Regulation 1-1 .T lin _= C�4 .*.94xf f'� F L Ccrmocy.rte Edg. Fiberglass Single Door Building Codes and Standards laY21321 Building Codes and Standards 115W21 Building Codes and Standards 17%'21 (im��inglOut��ing;.X�nfiguration) :r. - W 7 9, Themna-Tru Filberr-Claasid, and Smocth-Stlear Nominal B&h*9;0 8qvot;l4ohImPaCt&quoL; Opaque j2i�l t2022 CompConte Edge Fibeergr ... Sire 1� Door .th N6 Yet No WA Product Approval Application Detail Product Approval Application Detail - - Product Approval Application Detail 1:0 = �5 *5 E - - _= Sid.rim(.) (I rawinglOutswing, XO, OX or OXO - . � I , -11 ,� , - I g ` " BI: I configurations) 8 h Therma-Tru Fber-Classic and Smooth -Star Nominal 39#afg0 &quOt;Non-1mPaCtSqupt: Opaque 121SV2022 No Yes NO NIA Composite Edge Fibargi ... Double Dc.r Wth or . 11 - , , , - I 1� without sidelitess ihsWingfoutswingil XX or OXXO Cod- Data 2" unit. piandim net- C-de Entilv.r Dote oat- Oat, ftredin, Date C2121 = T 4 0 j. Therma-Tre Fiber -Classic and Smooth -Star Configurations) Nominal 69#3g;6&quot:NonImpacAquot� Gland 12JSI�2022 No yes No NIA Ts"s, version Marurfact.r., Affirmation 2D20 PGToduseresse Contact r;n,i,,, III lod-, Validated 3v J-A R.-wald Minna-Daga RCCO - CER Miant-G.do SCCO - VAL validated Submitted I'SCA-val 11105a020 IIMM20 ArodoWd $(at- 1111112020 Approved T-1 Version Memufach,mr Remv- 2020 Mi Wed- and Doors contact Enoidens-& License Validated IN R-tSitfinger Luis R lon". PE Steven M. Unch. RE validated Submitted Fac Itermossal 141080020 1016@12020 iCAA2020 Ancaro,, 1015IM20 state. Approved ll Version Manufacturer Affirmation 2020 PST Irdlu,strie, Contact Engineer & Licers; Val mod ey Validated Submitted FSC Approval Jiaml R.-ki la-p-DAme 9CCo CER Pvg0adA BCCD- U05J2020 lov uVWm" = T Compoaite Edge Fiblargass Single Door � VAL I W512D20 1 020 �Woytt . - catagory! viirldfaa'. (944) 466-0100 (786) 315-2590 Category, Wlod.%-,� (717) 365-3300 PIE-625i,l (717) 317-8454 C.Iag.cy: Who.- (94i)480-0100 (766) 315-2590 V) = 10 Therma-Tre Fiber (InewinglOutswing Xponfiguration) S.hC.mg.W. Flyed froaclinki@pgUnduseneac tubCateg6ry! Mullions beitingtr4rowd.com SuldCataqy: M.Rient jociewskidtl9firdlestifiesc = E 1. -Classic and Smooth-St2t Nomha(6&939;8iqUot�Non-Impact&q�tI Glazed 1213IJ2022 Composite Edge Fiberglass Single Door 4th No yet No WA Compit-lildhord: Corler.,dr., Mark or U0.9 mc compliance Method: Evaluation Report from a Florida Registered[ Architect ore LIPlated Ronde Compliance Matlrpd� Cedlidatim Mare or Listing I ona .5 0 LJ Sidlaille(s) (Inswirg/O.t.wing; XO, OX or OXO jn,*2ihfJjuM Produ I I PioNsei.mal Erigirea, 0 Loilt .Anli on, , , I I I I I 0- 11 ,_ Therma-Tru Filber-Clamin and Smooth -Star configuractic-) Nominal 6&#3*;88quoCNonImRaCt&quoh Glued 12i,411,2022 No yes No NIA Quoit, Ase-ne, fto-cl for Us, A-,-d far Uses [,,,at Itelesloo F 4sg6l,1116 Pr6ducts, I I I I I I I I I I I I I I I - Quanta A ..... nest Arsta-cl for Us, Actemned for Us, - ],,act 0-rdh 0 Cornposes Edger Fiberglass Double Door vAth or a;"3 0 Product Model. Numb,r or Nam Pos,dept Di,sorhythen Contract Esuiralloutlate lin HvHZ oubg a, UH Resistant P-lers I I I I I I I I I - I I I I 3-09 Pr.dwi Model, Number A, Name Product DeferhyllPI, Contract aspiration Ca. In HVHZ Outside HVH Resistant petrilsture Z without Sidellbas (Jnsweng�Outewing XX or OXXO I 5 PW-5520 Large Missile Impsedi Vinyl Fl..d Wnd- 041SN2325 Yes Yes Y.c NIA ... 10 j AnonextelforUsil Aceravad for Use I'mos"A Beeman 1 Mullions W All Doors an d WIridosars Aluminum Mullions DW26,2020 yet Yes Yes MIA comfiguratIons) Stag Model, Number or 11- InA Prorated Desoriewh agirah- Data In l D'Wd, NVHZ Resetarat loess- 12 I- Therma-Tru Fiber -Classic and Smooth-Sta r Nominal 7039;0&quot.NonImpact&qJot, Glued 12i3l=22 No Yet No NA ,Prgddct 2 ?D4 vertical Aluminum Whorl IZQ112024 No Yes Yes NIA Ccirri Edge Fiberglass Sing le Door (firraveriglautswing: X configuration) 13 m. Therma-Tru Fild-Clsessic, @no Smooth-St2r N-1-1 7&A39;o&quPt;Ncm-jmP..b&qt: Glued 12J21V2022 Composite Edge Fiberglass Single Door With No Yet No NIA Sidelite(s) answirgitOunswne; XO: OX or OXO configurations) 14 n Therma-Tru Filgw�Cllasisip And Smmth.Sb2r Nominal atk#30:0 &qt:Non-lmpa&a,qu&, Glazed 12J31t2022 No Yet No NIA Z Composite Edge Fiberglass Single Door ginsivingIOUtswing; X Configuration) 15 a Therme-The Filber-Classic and Smooth -Star Nominal 80341;0 &iquortlihon-I mpapt9quot: Glued 12131i2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sicelfte(M (Inswing/Outavving: XG, OX or OXO Configurations) Florida Department of Business & Professional Regulation pop� I at Florida Department of Business & Professional Regulation arege2 Dr2 Florida Department of Business & Professional Regulation Page 3 cf4 15 P. Therma-Tru Fib-Cl"sk, and Shrooth-Star Nominal 6&#39L0 &quot,Non.mpapg3quot, Glazed 12/31J2022 Composite Edge Fiberglass Double Door with or NO Yes No NIA Building Codes and Standards 1 Al Building Codes and Standards Imam Building Codes and Standards 302023 without Sidelites finswingfOutsy,fil XX or OXXO Configurations) Product Approval Application Detail Product Approval Application Detail Product ApprovalApplic-ation Detail W 17 q Th.mrs-Tru Fiber-Cusic and Sm.oth-Sta, Nominal EiU3G;8&9uPt,NonImpPctAquot Opadife 1243112022 No Yet No NA 11 . WX .� 11 - I � I , - - I - - I.. .. Composite Edge Fiberglass Single Doorwith Transom (fireveng/Outswing; OIX Configuration) 18 r Therni Fiber-Classec and Shrooth-Star Nominal 6&#n;8"NonImpapAquot: Opaque 12�3112022 No Yes No NA Cod. Intlivor Icalry Data ongra P.Ildinag Date � C040 Entity or Daft Data Igaim P.radiria oat- C-d- Entity Dole old. Date Pamcrea 2212 C-paclits, Edge Fiberglass Sing Its D..-Ath Sd�lii.(�)��iT.n...�l�-i�WO.I.,i,,g OIXO: Ofox or OrOXO comfigurAtions) Tape v.dircer, Manufacturer Re,v.1- 2020 James Handle gelding Produce;, in. coarsect Enaidear & LicaVas validated EW Chad Di.roks V. Andre" Ten John Southard RE, vernalize Submitted FaC Aperan,al 01/0512021 IVW2020 01MM21 A,C,,,dd Sit&-, dhrg Par App,, T Version Manufacturer Re,A,ion 2020 Alsid. Conrad Essah .... & Lloarnaly validated EW Ni.k Thoeme., Lyndon F Gtheflck, RE R,an J� KjhgL RE Validated Submitted RSC A,,,v,l M512(i2i 0115121321 02aZ'2021 A-r-ad 34P W2021 110ga Approved T`-A varied, in ... feature, Revision 2020 0A,F Cont-1 Engineer & Licerea validated as VNidained Submitted 6119 A,,,,,l Midhaal WO Ro"it Mention John W. Kmzevcrr� PE 12)19=22 12)1712022 12"0/2022 jswhm�iad status 021071202S Appr-d 19 a. Therma-Tfu Pilber-Classic and Smooth-St.r Nominal G&Ip3g;8 &quallon-Impaag&quot: Opaque 12131f2022 No Yes No NIA Category: Pane Well, �909� 545-SSU P8161662 M52) W-2!�28 c.t.g.y! Pace[ Willa l330� 922-2380 PE,43409 491�) 767-6555 Category: Finding ls0g) 7`513-3411 PE-89156 I954) 7r2-6224 Composite Edge Fiberglass Single Doorwith Subcategory: sding �h.d.cflkatarraalrardl selocalva-y; Sol nth_p&Isid..c.m le-ItCaNgary, Asphalt Elfinglet rueulariCti.f.P.. Stdelibe�s� fin-910uh5vving: XO, OX or OXO Compliance Method; E�Wstrod Friport som a e.c.m Compflarca Method: Evs1eatich Report from a ConVilance Method; Evaluation Report from a mi Continuous Head .rd! Sill d-figUradifts) Plorada�Rsglstemd kii,itact Pra Licensed Florida Florida RergisteredA,chfied .,. U-sed Fl.rldri Florida RegatereciAnchit.dt or . U-sed Forid. 20 t. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&939;0 &qu.I;.Nch-ImpAdt&qLtt: Opaque l2J3lf2022 No yes NO NJA Prof-jorad Engineer Pnotess.knal Engineer Professional Entimear composite Edge Fiberglass Single Door with I I I - I I I I I - I I I I - I I I I I I I I I Sidelil 0 nswinglOutswrig XO. OX or OX0 '"30ZIRD Products I I I I I I I FbW12jT2-R&Pl I I I I I , I I I � I � I I I - , I I I I I I " I I I I 1� I � I � I I I I I I ' I I I I I I � I I 11 " , I L41�1244tas � I I I . I I I I I I I I 21 u Thermo-Tru Fibai,Clasak, and Smodh-Star Continuous Head sard Sill Configurations) Nominal 6'8 &quat Nomimpapt" Gland 122112022 No ye,s No NJA I Quanta, Assurance Appineescif.11hely Approved for Use Will osslyl, I I I I I I I ovallifir A. -mace I I I Antscoyed for tNg Adder-eell for Use knivact I 11 Design 11 I" I I I I I QualityAssurento Aponaved for Use Approved far Us. 1 Impoen Design . Composite Edge Fbeg Last Single Door with Sea A Product Model, Number or Name Product Desorlistio C.ntr.1 E.141stich Date In KgrHZ Outeld. HVHZ R-ellistant Pressure aled! A Product Model, 14-tear or N... Product 0 .... 1pl;L�ft Contract EmImiftenl3w. In HVHZ outside HVHZ Resistant !!naesum so" Product Model. Number or Name trgelkictoaserritky, Contract Expiration Vat In HvHZ outald. Mv Ibethigant Pressure Sidetile(&) (I namngtOutswrig XO, OX or OXO I C-o-k Lap Siding fber-damort Isip acne IM112623 yes Y- NiA N/A I a, "U,x;2r&quol:,9olfit Vert Q'Scildvaryl wit JWV2023 No Yes No NIA I GAFAsph.It R.cfSmrpI.a for usofin FILICnor-HVI-12 Roarglass reinforced 34ab, laminated, 5-tab and 1211GM25 No Yes N(A NIA Continuous Head and Sill configurations) 2 H.rd,PI-k Lap Sdirg 11ber-cern-t lap adding 12t3i/2023 Yes yse NIA NIA 2 b, &q..t;AJlvsaro T4&crim: Soffit Vam or Sold Wyl Zone IV31=23 No Yet No NIA jurisdictions hip/odge asphalt shingles 1 22 'r Thmi-mar-Tr. Fber-Clastiq and Smoreth-Ster Nominal 8W9:C8quohNomImpad&quot Glazed 1213liM2 No yes No NIA 3 c. &ctretGreambriar Vintage SesdedUf3&: Soft Vent or Solid Vmyl Soft INW2023 No Y,o6 No NIA Composite Edge Fiberglass Single Door with 4 d &q..t:05&q..t S.fflt vent .' solid Vicyl Soffit 1W3112023 No yes No WA Sidelill firs,vingrOutsWrig; XO, OX or OXO Continuous Head and Sill configurations) 5 o. LquatChartar, CaUquoh Soffit Vent or Sold Very Sort 12r3l,2023 No Yes No NYA 23 w 71harma-7ru Fiber -Classic and Smoloth-Star Nominal W39:8 &quotNom-hmpaM" Opaque 12i3l/2022 No Yes No NA 6 f, &quorsumsr 8pen&d"t: Soft Vent or Sold Visivyl Soffit l2i3l,!202$ No Y'� No NJA Compusile, Edge Fiberglass Door Panels Ath vented sdsslit.(�) (Inswingloutswing; XY, XKX.U)V,xx comfgurations) 24 x Therma-Tru Rber-ClasGio and Smooth -Star N-mal 8a#S9;0 8,quot,Nom-lmpacl&qu.t; Opaque 12�3111= No yes No NIA Composite Ectle Fiberglass Door Panels Ath Vented Sidelite(s) lins�virgi)Outswing, XX XKXor X>O' ,X -fig.rati.m.) 25 y, Tharmat-7rur Filo.r-Ca.sio-d! Smooth -Star Wornihol 6'8 a,ucs,N.r-Imlp.dt&'Iuct; Gi ... d 1213V2022 No Yes No NJA Composite Edge Fiberglass Door Panels Ath Vented Sidelits;(s) (InswnglOutsveng; XX XXX or X)= Florida Department of Business & Professional Regulation page I of I Florida Deportment of Business &Professional Regulation page I of 1 Florida Departmerld of Business & Professional Regulation Pag, I of I 2e z, Therma-Tru Fiber-Classm and Smooth -Star configoration.) Nominal 6&ftW0&quotNw-ImpAct&qupt: Glued 1213112022 No Yes No NJA Building Codes and Sta reciards IWM21 Building Codes and Standards I Ill Building Codes and Standards I VZO21 CompoSiteEdge Fiberglass Door Ponalsvelth Vented Sidelite(s) finimMinglOutavving. XX XXX or XXXX ProdUCtApproVall Application Detail Product Approval Application Detail Product Approval Application Detail 27 za. Themma-Tru Filber-Gassicand Smooth -Star Configurations) Nominal 68a#n:8&quot:Ndn-Impapl Glued 1218112022 Composite Edge Fiberglass Single Door with W39 0 � No yes No NIA 11 - - , � 11 � I 11 , - � Sidelite(s) fintyvingiOutseAng. XG, OX or OXO , I - " � '_' - Configurations) Cod- Entity . 942 21111. Dete Panel Dote code Entity or oat Data Darm Pending Door Cod- Wity ,2 291 Dan. Date Pending Date 28 zb. Therma-Tru Fibet,C(assic, andSmooth-Ster Nominal 68aic3e;0&qudt..Non-ImpAc1" Gland 12131f2022 No Yes No N/A T Va.[- M ... tactudle, Contact Enal-A Lk.c., Validated lay veneered $ubarnitted I'llic; Aaccosal A. -a Rai Tv-- er-f." Comiact Endh& Licens. Validated IN Validated submitted R3CAmenovad Allone"Id st.t., Tape Mansion M ... rectum ccaq.t Flogine., & LlPorde Validated Sill Validated Sullonnifted F3C Appre.1 Approved glatill's, Composite Edge Fiberglass Double Door With 3&93g.Opfidelitts, (InseArgiOuts,Mrg: O>C(O Revision 202a TAMKQ Bulging Products LLC Kshi Edo Robert Nionninen John W. Kneas,ich, RE laM412020 09129/2020 10112J2020 17JI5,2020 Approved R�'Asiorr 2020 L.V� Frompson. Inc, Char Thompson Architectural T.Ry Christman Zachary R. Priest Steven M, Ulich. RE can 70020 0911WOCO 09,2212020 12i`15�20 Approved Revision 2020 Florida Metal Products Iftc, Clark Jones James , fttkel RE-0 Steven M, Urich. RE 09,27J2020 09250020 1=412020 1211&2020 Approved configuration) 1 Calegeary; Rotting 4 41 7) 024-ES44 RE-55156 054) 772-6224 lsi Company(TANCO! W3) 248-1456 PE-74021 �717� 317-8454 category: R.OlIng 4904) 783-840D C13UCK Engineering 017� 317-8454 20 zc. Therma-Tru Fibef-Clastse, and Smooth -Star Nominal M#390&quck.Non-ImpCtdd&quQt Glued 1213112022 No Y_ N. NJA Suboirt.g.nt: JihdeaWym.nr' Method Frsp.ri kern-jad-gamillocorn Category: fooling Subcategory: Rippling Accesso0a that am an tmy@go�tEtro&ng.com StiloCalt.g.,y: R-fing And-Pri., that am - Ifintag,sl Psrteflh. prooldgSytter, d.rk@fl-.,.m PS-31242 Composite Edge Fiberglass Single Door with UM,o Sidlejibs,(S) �mawimglautsvirgj )(0, OX or OXO C..Pll.n.e Evaluation trod, A. 5I.Hd.R.g1tt.mdAceh,motP,. LunsmaodRond. Integral Part .fthe Roping Sytion, compliance Method; Evshmi. Report frohn . dcoifiq�radora) Profiesti-I Ergino., Compliance Method: Evaluation Report torn 9 Flonda Regaterediarchheclora Licensed Florida so zd ThArma-Tru Filber-Clasac and Smooth -Star Nominal 8&9S9;08.quotNonImpae,Aquolh Glued 12ial.12022 No Yes No NIA I I Florida R,atleared-heted are Loonset! Florida P'Oessidneal Engineer Composite Edge Fiberglass Double Door ,ith FUPWA�MProcl.cltns I � I I I � , , I I I I I I I I Professional Engineer I ' 3&#S9z0 Sidialiftes (I nassir�glOmtawlng; OXXO I Quality Assurance I A-suesorl Iner Us, Approdslej for US. Am ... t Coaks, r4all Rmi � � I I I � I I I I I I I I I I I I ELM 2 ProduDlit I I I I I 31 ze, Thermo-Tru Fiber -Classic and Smooth -Star ocinfiguration) Nominal 7a#39,0 &quct;Ncm-Impaot&qLot Sh9l*er 122V2022 No Yes No NIA Sao le ., 0, Name lerceduclubl.d.l. home, prug"ot Drsadviti. contract Exell castle in HVHZ Outside HVHZ R.Astaint Pressure I I I Quallits, Agesiram,it I I I Appineesdillso[U�, ApProvild for Use Impact I Dealer Seep, Retool Moct.l. Nornhat., M.- Ammyed for Use Apo roved for Un WMlIpl Design C around 00-01011 ,o��&e It is, HVHZ While. H Resistant pressame Series C.mp-it. F'ge Gland Fiberglass Single 1 TAUKO Roof Jrdl�reynr.nta (HVHZ) Roollunderayments for use in FaC HVHZ W20023 Yera No WA NYA S.-# P-derot Model. Numirds, a, hands Reduct Cotonou- Contract Eenindlip" 0.1. in HVHZ outside RVHZ Resistant Pressure � 3- FLAMCO gqu.t:RV 40 Ridge Vent&qlict: Aluminum Ridge Vorts far prIcbrad recta fabricated 12J31(2024 No Yes No NIA Door With or Wth.ut JW9:2 Sideffila(s) (Ireawing/Outewing, X, OX, XO or OXO Configurations) 2 TAMKO Roof Underisymchts Ithediodans. Ronfrerderayomrits for.s. In FIBC 06/2942C23 N. Yes WA NYA I TAMCO Flat Top Off-Rigg. v.,rt ,elth Baffle for Tre 20 ge. statio roofvohelsdo,,Ath battle 09102=26 Yet Yes NIA WA from 0,025'A.mirum MON-14VI-1Z) neirl 2 TAMCO Goosen4ekV4m 26 ga. W05/2026 N. yet NIA -CII-52,5 juregictims. 3 TAMCO Off -Ridge Rod Voil-.1th Baffle 26 ga. "to mol'yeatiator v4th integrated baffle 0s/O9r2O26 Y. Yes NIA NYA 4 TAMCO Round Top Off -Ridge Vertwith Saft f.r Tile, 26 ge. .ratio r.ovorthatior with beige OW912026 Yes Yea NIA WA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Plies t Of 1 Florida Department of Business & Professional Regulation P.9.1 &I Florida Department of Business & Professional Regulation P.e. I cf I Building Codes and Standards Building Codes and Standards INA2021 Bulding Codes and Standards IW2021 Building Codes and Standards 3W2023 Product Approval Application Detail 3/15/2022 Product Approval Application Detail --------- Product Approval Application Detail Product Approval Application Detail W �" 1,19 I I � I", � "I "I I "I I I I 1, I I � "Ift N& " Code entity 0 Dam Ded. Data Noting Dal. Cod- asity or Data Data Data pencils, Dall. Cod. Entilyor DO. DWQ Data lisenclingi Da. FL#6259-R31 T"Ce Vg,i,n Manufacturer Review 2020 Lom.- Coolant Endirl License Validated of Kate- Jolley James ILL 13��kns,r, P.E. Steven M. Urlon, Pr Validated 5jorretied FEWCAramnsill W2212020 I 112V2020 Ilr2W02O Adideaved states dmg FBC Appr- T Wneidn Miumilf,torgs, Re,Vikeon 2020 9-1 Rooling contact En,i,,,, & Liderea, Validated W Andemon Rel APTAC Unit.- 2-ki.e., Gary W. walk. Validated SHILahithed FIDC Ad,ros,al 1 t,O3)2D20 14WnO20 A,,m,,d 1110512020 Status Approved lgrao Veneto Manufacturer Revision 2020 Global Protection Products. LLC. coltw Mirupee, & Limits. Ygildlaosid! Illy Valldemd submitted FMICAPoroval Tim, Robinson Walter& Tilia Jr.. P.E. John W. Kranvich. RE 00&2020 W/0812020 lWO1,2G2O Appro slises; 12M512020 Approved (D Qqgs f0tv Date Date Data Data Status cat.g.,ir Rodreg i5oi) 983-6163 PE-31242 (717) 317-8454 cafee.ay! R-11mg (401) 380-6091 Sarvionns LLC �205) 854-0160 category: Ghana. ASC 609-7545 PE-44137 (S54) TT2-M4 -()r ufacturer Contact Validated By _ I - fngineer & Validated Submitted Pending. Approved Approved Revision 2020 _�OLYGLASS USA Maury,Alpert, License John W 10126f2020 10f2212020 FBC 1211512020 SubC�d�nrylRootogAcc�ale,thatw�on Inlegral Part ofthe RonfingSystarn Co�lianceN.thad:rvwu.ti,nR,podftma kitill.yokyranc-in Subcategory! Rootmg Tlet Complanaa Method: Evaluation Report from a Product Evaluation Entity ROpinArdersonCiporm,co m S.IhGatutg.ry! Sor. Panels Conollal Mothodi E,allratim Reppen tipm N thdr-bi-onggipp-L. ad . Category: Roofing S9542331 S30S mal pert@ polyg lass.corn Robert�iarnrenen Knezevich, PE &I-REVA, Florida Registered Architect or a Lluen sod Florida I I I I I - I I I I I I I I I I I Florida progiall.radArterad or a u-sad Florida Proreatimal Engineer Subcategory: PE-59168 (954) 772-6224 11f0112020 Profeasi.ral Engma.r jW I g9ji f-mesu I .is , I I I I I I I I I I I I I I I I I I I I I I I I , Undersyments F'01172ort , Rill latudiects I I I I I I I 1� � I I I I ; I I I I I I I I I QualltV Assurance Aporanned fgr Use Approved for Use Impact D.Osion I "i5OiatH;haPrgigl.. ��" I I , I , I I I I I I I Com p lian ce Math od: I OttafftVAlonlrando I Appranotel for Use Approysel for Use I I banned Desla S.-A P,Aduct Modal. Nullarbor Or,N,M, 15 Ss see y . Shake, Slam, Country sale Split Old Engli 0 ramd-1, 0-hothso Contract E'aninAlArs Data Rat Profile - Do wer, C 0 lMlQO20 0, HVHZ Outi HVHZ No Yes Resistant NfA lismadoure HJA Q-1irtaA.stemoc. Axprovedfor Use A-,-,f for use Ini Persian E Fvaluation Report from a-- A Product Model. thu.b.- Nam. Product Weeditticlin, Contract Expirallm can, in HVHZ outside HV Rasusax,t Priestuts, Thatch &P: mpeo ill Product Modal.blunctustor Namer Product 0 ... rated Conerrect Expirsdon Date In HV14Z Chergid, IWIg! R.1thart a Florida Registered I D,c,k-Ajr1 DA-4 or `TRI-Suilt Datik-Air DA-4 L- Profile Polypropylene Pl.timl, R..fVa1 ItflW2025 No Yes Me .g7.51-P.5 1 T gloomy 300 - State. Shake 44mp: Split Shake Flat Profile- Statkton. CA 12t3V2020 No yes RIA NIA 1 20 Gag. Ges-Isard Steel 8tomr, P.rmI,/HVIMZ Corrugated Galvanized Steel Scom Panels retained IZ'31/2023 Yes Yet Yet N/A 4-0 Architect or a Licensed Florida Professional M,chArl.ellykaolhed to PlAvood Deck. 1� Saxony 600 - $14a. Shake &surdip; Solt Shake I D Ssoory 700 - Shake, Veto 4arrrp� Solt Shisk. Flat Profile - Risk.; CA ID31M20 Flat Frei. - Slockt.a. CA 1215i/2020 No Yes No ye, NIA WA N/A NIA 2 24 Osge Gavarl�adsepl Oftorn PaneWNHVHZ or not Ity mcka to provide him-l-res pnotedt.r. Camped Galvanized Steel Storm Panels retained 1213112023 1,10 Yet Yes N/A =:) a) Engineer 20 5 .... y TOO - Stroke Sate Zeurp: Split Shake 27 Tapt E�plinp I Damolon. Flat Pndfila - Hard, CA IV31.2020 High PoAI.- Ksty,TA l2f31Q02O No Yet No Yes N(A NON N/A WA or m by mi to pro,ftle hunicarie promotion. a) FL#62W-R31 Products _qUaiji;y A &=rtarl &ft 7d for U as IMPAct . - Ussicirs 28 Via Low P,arl. - Katy. TX 12151=20 No Yes WA N)A = L. g# Product Model, Nurribeir Or No. Contract EKpiration !it HVHZ Product ease pthen i Outside MV 'I :B Resistant Pressure U) Data I Polyglas, Roof Underlayments Rooding underlayments �_ml=22 No Yes NIA +NJA�-0=6 1 Polygass Roof Undisdayments �HVHZ) Polyglass roof Underlaygments for use in F8012123)2023 yes No NIA WA ICU HVHZj.rI.did4lo... � > 2 Polyglass Roof Underlayments (nor-HVHZ) Polyglass roof underlayrn ents, for use In 12123r2U23 No FBC nun-HVHZjurisdIctIons, yes NIA -WAI-62ZO CIO 0 1 Polyglass Roof Undertaymerts �HVHZ) Polyglass roof underlaym ants for use in FEIC 1 2J2312023 Yes No NIA NIA Florida Department of Business& Professional Regulation page I of I Florida Depart I merit of Business & Professional Regulation No. I �i Florida Department of Business & Professional Regulation No. I of 1 " HVHZ juni.diCtiors.. Building Codes and Standards V25M22 Building Codes and Standards 1512021 Building Codes and Standards 117021 0- 2 Polyglass Roof ,lindarlayments (non-HVH4� Polygass; roof underlaynnems, for use In 12i2312023 No FSC ntm-HVHZj.rSdictIon. Yes NIA -WAI-62Z5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail > 0- 1 Polyglasti Roof Undeflayments (HVIIZ) Polyglass roof underlaymeritsfor use in FBO1212312023 Yes HVHZ predict.rel No NIA N/A 0 a< - '101 P"W"'I"'WN4 ... -, , , " - "T's rU W - -, : I I �01 -%"Wrik ' " V, 2 - Z , 1; I g , i = I N - I � -1 Olu MW - m 'a 9, _" W""'d �"102.1 "I I � '� 'I I . , � --- ;- �' , � � , m 101, MINIM R* N? - ' I i W 1� '_!�� , �' 1111 �� aw W IT0 =_= . . . . . � . � I - - 2 Polygess Roof Underloyments (nw-HVHZ) Polygl ass roof underlaym ems, for use in l2r2312023 IN o Yes NJA -NIAI-622,5 I W � -W, `07101=0 T , E Cod. I , - '3vW' W. � , - - -, C - , � TOM siRM W Entity Lr re , I " " - � , , '_"' - OWN MR-0-0-5 '00 Date Date Dote Pending 11 I , I n A9, Date Col. Entity or A* Dat. Qah, Pending Date 11 I - - C040 1=11 FBC non-HVHZ juriseriction4. T-e Version Manufacturer contact Engineer & Udense Validated By Validated Submitted I'SOApon,val Appre-d status T-0 Martin M-uf,et,,, Contact Endar.ar & License Validated Ear validated Submitted FI5CA.vs1 Aratrovand ,status 'T"'. Version Iftnufacherear Entity Date Data Oat, Pending C,htw Enoblast, & UP.m. validated Ehr W.Hillshad SeAdrefthed FErC Anorcaval Data AMri M" " _+_j 1 Polyglass. Roof Underlayments (HVHZ) Polyglass roof underlayments for use in F601212312023 Yes HVHZ No NIA N/A Revision 2020 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. 1012812020 1 Oil 512020 1110512020 12`15)i�020 Approved Revision 2020 Aloha Stuart L-Is ICC Evaluation service, LLC ftilion, M. Ranieri, PE 10/3112020 10122i2020 1145M20 iti05nO2O Approved R.Yelon 2020 Cormheircial Concrete ProdectsInc. RoPert Gila Sameel A. Givorlditi-o John Hoy 12116/2020 12MGM2C 12R912020 ding FBC Appr, 0 jursdictions. 2 Polyglass Roof Underlayments (norl Polyglaes roof underaymems, for use in iW2=023 No Yes NIA -NIAI-622.5 Category: Shutters SubCatagory; Storm Panels (561) 712-9382 PEZ046549 (954) 947-D5130 relkelo@aRamencarishutte Callag.sy: Structural Components 5.1loget.gorsi Truss Pl.t. (321) 710-3377 (407) W-1917 dm%1.@.IpmcAs,!..cm Category: Structural Compononts truloCalngory: Products Introduced as a Rapult of (815) 959-:1707 PE-34245 (357) 5ae-5311 Pmtyatgeeo1@y.h..ccm =3 FIRC non-HVHZ j.ri.plimcna. Compliance Method; Evaluation Report from a F lo ridal Registered A ,cletect a r a L idersed Florida rtl Cernplistre. Method Evaluation Report from a ProC.dt Evallnetion Entity N- Tephriorogy Compliance Method: Evaluation Report from _0 Professional Engineer I I I I'Leleft-nZeDggigggil , , - I I I I I I I I � � I I I I a Florida R,9I,t-dArch!ttpt or. Licensed Florida 0 I 6A1 708k:m Product I I � 1 I I I I I I 1 1 1 1 1 11 I I I I I I I I I - I I I 11 I I I I I � I I I I I I I Oualgry Assurance I I I Aepnovad for thso Approv,dfurUse I I -Pact � I I Design pir.f."i-I Ehe,neer I 11 1 1 I I � I I I I I I , " Sao a Product Model, Num bar or Name ChialinvAsestinsurnote Product Description contract E.Parrathan Date Appraieadfor-Use Appm l,or Use in HV14Z Outside HVHZ Impact Defend Rasugaid Pressure sea 0 proaluct Mooke I fluffilyl r or game I 17W SCGJAinne HIgh-Stmingth !H &.mp: 8) Product Datterlyflo ComnactExproellon Date Metal Connector plot. 12IS-112024 m HY14Z oubildeliVia Yes Yet R..Iistary NA Phrase'. N)A FUN U4�lliup Fjogjty�j 1 I Quality Assurance Aggloyadforg- Ater-d for ut. I Wile 0-Ion Deal I 24ga Gal-nizied Steel Storm Panels 24ga Galvanized Steel Storm Panels IX31f2022 Yes vs. yes NJA 2 ITW 80GIAlipme Hinge Plate Metal comm,tor Plate 12J31,'2024 Yes yet WA N/A S-09 Pledger Model. Number or Name Product descried n Commal Esotrallon Data In Hyliz Outside HVH Resistant presusure < ITW SCGINIpma 7rulm 34 TW Bcoffijpuda Wave Metal Connect" Plate lN31J2024 Metal Cornadorpi.e. iMll`2024 Yes yes Yes Y. WA WA, N/A NJA I Quality Precast or Commercial Concrete Products I Procter and Prestressed Concred. Lintaily W25/2024 No yes NIA WA a) U) ____ - __ -lill-illa ICU 0 M I = < Florida Department of Business & Professional Regulation 0- Building Codes and Standards Pev 2 a 2 W2022 Florida Depo trifient of Business & Proliessiona I Rego artion Building Codes and Standards Page I all V142021 Florida Department of Business & Professional Regulation Building Codes and Standards Fage 1 aF2 9PE12U21 """�o le - Product Approval Application Detail Product Approval Appication Detail Product Approval Application Detail 0 L_ M � , � , M, " 11 9W _" � ' " I , " -1 I . I I .. 11 Code Entilln, or oat- Data Dam Panel- Date C.d. Entire or earn Dan. oat. Pending oat- . I __ Lij = 1vP. Vvusl.o Isherufaidum conladt lawl-er & Llosm. Vaidalled3a, Valld.t.d Sultinnift.di RAC Approrval App-al Martu. Cod. Entity or Date = Data Pilindlita DWW 0 " T ven, . Marturfartuder clsataot Validated lay Validated S.brefit.0 Had Awronnal A-mved stal"M 7". V,a,i,h Manufacture Contact Endres., & License valid.bril of Validated suklang,11 FOC Apogees] Atene Walu. 2 = Ren,yk,rr 2020 Mlrdak Inc. Category: Smacreal Components Frin Walter CC Evaluation Service. LLC [CC Evaluation Scrvios, i952) 898-8635 LLC 01103M23 12Q0C!022 0110312023 Approved Revision ZD20 W�syolhser Casigionry: structural C-pon.ma Rob Baldwirr [CC: Evaluation 8-sce, LLC Ian I-sher.P. E. 02i021202-1 10113)2020 (251� 9244476 (605l839-3288 Robert PaIdt"'cli D219312021 Approved Affirmation 2020 Npha?'Juminurn. Inc, category: Panel Want Jose give Luis R, Lomas Stv.n M. Uri,h. PE A071, 509�2005 PE-62,!H4 (717) 311-8454 1111CV2020 11PWO20 11�20nO20 Approved < (D S IoCal.nriry: Ta Pl.b. CM011W10M.Mod: Evaluation I'apprifrome evveld.re.5- t205) 5M-9800 SubCad,gow: Engimmmol L,mb,r Compliance Method: Evaluation Repon from a ones-dom subc.ti Spirit .lipme.l.orl-amart(Rveh. = Product Eveludli- Entity Product E.Ie.t,.n Entity I Cleceplartal, Method: E,allutdon Report from, A Florida progisamdArchitact:Or a Licarreed Ror�dar ..gom Z __j PLA219Z.-Mo Proclueds I I FLW27-Rll Psr'Od DOS I % I I I I I � I Prot ... !..I Engineer I gansior Asyseurunc, A-ved for U, I Ano-elfarij,s, lonaect viestarl I - Quality Assuran" Ancl for Use Approved to, 112. nri Pearl VL0gjMA5 Products , � I I I I I I I I I I I I I I I I I 11 I I I I I 11 I "I I I I I I I I I I I I I I I I I 11 I I I I I � I , I I I 1 < Sao A Product Model. Wonder or Me,, product Ca'scriatipin Contirsof Expinstorn cars, In Hyll Outside HV Resistant P-e,m 3-c a P-luot Model, Number or $am. Product D ... �1,6,d C.19'ad F-inglon Sale in HvHZ Outside 14V R.,,.k.ht Pressure 11 I � I � I I i I Ouillity Assurance I I I Approved for U" Approved for Use Ifiripac DOMM, __j I M18AHS i8 ga, high strength truss Wil plate ID3112024 yes yes NIA ILIA 1 Wroll- LVL 2 P-11am PSL u-smatodVorderiummor OMU=3 PrallflelSeend Lumber OV11,2022� No yes No Y'a NIA WA NIA NA Sao ig tendered Model, Number A, Name P,.d..t 1) .... ratio. Contract Expiration Date in HVHZ outside HVHZ Resistant Pri,stier, 0- 2 M168HS 3 fill 16 18 ge, super high strength truss connector plate 12i3li2024 1 6 go thirs, Pormactor plate 12J31r2024 Yet Yes yet yes NIA NfA NIA NJA I ordbeStnend LSIL Laminated Sliest[ Lumber 03t3l;2023 No Yes WA NIA 1 Alpha Nummum 3010,6arrip: VenmciAluminUmn Softy Aloha Aluminum sold 6.ami VentedAefiredurn 07130,2023 No Yes No N/A I 4 MT16HS 18 On, high strength re,as connector plate l213V2024 Yes Yes NIA NJA f TJ Rim Board sh-hrral C.mptaft. Lumber., Oriented Strand QW3112023 No Yes NIA WA CMu &'Wood Soffit, CMU Zramp Wood SHEET NO. 5 MT20HE 20 sa, high acreage, I -a --cha plate 12)3112024 yes Y.v NIA H)A board Ri Efoarci 5 W�ye'r Rim Roald Od.niod"Eintred Board Hin, Board OV3112023 No I yes WA K/A 6 71-111 Mr18 18 9.. trust .orn.d.r plot. r2131=24 Yes Yes NIA NJA � 7 TL20, MT2O 20 9. tress dooned. o.mc 12131,2024 yet Yes NrA NIA March 6, 2023 PA 1.1 . - . - � I I I I -IF- I-T_ I — - - __ ___ . - - I I I I I . " " I r lr'� I 11 .' . I I I - . . I �' . , I 1. ". --- � N Florida Department of Business & Professional Regulation Paee 1 era Rorida Deparmer t of Business & Professional Regulation Peso 1 d f Florida Department of Business & Professional Regulation Papa i all Florida Department Of Business & Plotesslonal Regulation Page I all Building Codes and Standards enaam2 Building Codes and Standards enwaros Building Codes and Stanndards enw2022 Building Codes and Standards enwaD22 �1'� U) (a (3) V Product Approval Application Detail Product Approval Application Detail ProtluCt Approval Application Detail Product Approval Application Detail /�� ::.^-^r�;.� n, i. -: ",..k �. }.-.rt. 'CL' ,�f.,U� -� `i'1' r4 o- z•r'a ;, -cam, >�,xr a. #✓' "Ci "S,-.., � �`:.X... : a w •e. A... r. ... r.. .. n r. .. :S.r:.. 2 ....... F . p � Ye .'� v`ft : „n d' ,z:. .. ,�.. t, ,.. n >... w .. ,. v' v- .:. x9z)'. ✓ ,.. .,. k. ,. ,. ,. ^r s,v .. ., .a.: + _. .. a ,. .>..�. . ,. ."f.- - ,..,.i .., .. .a ,!�. . iT' ,,`": 3 f.. ( �' fi. I, , , .. 'f "a' ,. «, ,.. � � `.�. 'A..,. / +r M. '3 ..�'I� 9 r'�+a., W,.N .✓ :.-':. h`'. - �. ., .1v.. W, s, 1,.-.__.. e„ :...__.,*.3 b'h. rw 3 >•r.• �'. } �.;.2 ;v. ;o .r.. r .' �.3 k,:.. <. ,,.. .T. x.r yr. v � , .. ,.. .. _, aK .,. .. ,. , . , . ffi. _.. �. , , ....a ... ,, a k,,. •, . ^ri. .. v.:k , .a ..., n. .. .. -. ... 3 �k" "., in>., r. , .. � _ _ r ... "X' - n ,. .,r>r.J tfi... ti ,. F. ,.. r.. w_., ,�' ,. ,.. ,, ,... + r: r�?`$..f.. �.. M1 k3. '$ '.=.xJ. i,i _ , d,. �'Ti" _ ,x ...rl�".- A'--.. `i "k:. 4 4 b °',>• '1"<'�., '.,: Y5" �k 1 -e 2,. a3'` :." '.wr ..`i:""' _ a? .✓e �.. �, ,., ... <. sr 'a r-i'..^t� stk�„ ..v ., c. ,. -.• r. ,n; +' E'r .. '�" i. 4 ... .- - ,..:. .. x. m�,�a.:"�':,s�.a±:+h.. �,_x w,,.. "sr1�rs. '. �+ea. Ca. 4n`%fix t =s a� .wv4-•. r,y1 .'r•* y-.. .a. #,C5 SrM �* k < .y,-- .3Fc:f''. '�. - i62 .• ,y`ayTzF .S` i ..`5::i, _..:{`"''3 v,.: -C � ✓s fi �' .lry ,:t"�v -�. $:<f'.`d Li ':.. �. .`l: ,:tE' n+ -j �F , .2 sY".^" �'. #.., x,N �.. y,.n�.n „ �"�_,��,. �,�^,, .....� ,� rs „'�, 37,..}. `� � _."-� �,.. _3�€ ,� 'u „,;� C" L ..+ruY T 3'r'b.. c' � , ti _ '"�. � �h* 3 , + ,,:r a"'. n2m,^,."::`�,.. �if,". a..��5.1 s �a r �m..�.aw,A,/e.: � u_ s'S�N F.a ,u.:. �:2,m. `w r.43�r ax"� ?_' �:a. rr':.: ',asya�.n�, �t ;avnl'ivkt ".'�u.A :w,, ��aa �` ard� W O . ..,h:. ... _E__.., since ,. ..... .. ,. .. .� Ensaar 20 , Deb Perkasie .. , ,. ,.. . ,, ... .. .. _,. .f ':i'e ..... ,'"a> ., , - .. , m ,, .... w ,,., . v,<..�< ... ...< ..' _�;, _:; . ,:, „. .. rFCrc ..<'._... ..:.:. .�... DoesP4ndno DOW ., .4 � .s..fi -. .... Really >.,_�__.'�irexis�aY � � ,, Delipendee .,�w�,��;, :v_ r ,�a a„c*_`t'; ..,a.. , .m..� ... .<a.°�^1,. .ate � ,..>,[...v+,. i411e Entil. _.:: ,. .. .,. .. ,>a:,,r « b. ,,,.. .`ts M,_... � 4y$ DabPondme R& CD- (3) O L TV90 VarkII Msnu6atrrar ceftnt Enunear{llpmle Vs1YNW By Role W841ed SAmiritl F$CAoerorsl g� Auarored am" Cats Tj939 Venewn Narmbewma Eebbar comes EmirrerA lino! Wlklow ay � WRdeMd 9uhmifbd FBCAsarwtl Aeeravad Ep" TM VON!" Nanereaturer Comm Gamer&& ieenge Wlkimw err Wn01,101 aa_boft FaCAearerel � Approved 8gb� i�ii Wnion 1111snu6sture 00 amJeear&Llwroa V.110wad Br l abd auInnIft FBCAbor-el Approved aben Cz Anrm itlon 2MM Pella corporation Jae Hayden Sand) Window end Door James L Buckner, PF. ® 07/1412020 C7/14f2020 07120Y2020 Ppproeed AAfl-tlen 2020 Pella Corppa6an Jae Hepelen Sandy Wlndowr and Door T.E. Lunn, PE, LLC GTMV2020 07/14/2020 W122,2028 Apprim" AtI mationn 2020 Polls Corporation Joe 149yden Sandy W NYow and Door James L Buckner, WE a OTM4f2020 C7114/2020 CIU2012020 Appr-d Aflrmadon 20M Pella Corporation Jos Haydan Sandl WemGn Schaefer TF. Lunn, PE, LLC (711412020 CV1412020 07l22f2020 Approved •� BiNaory. Windows RObineon YanubcWNrAmtodbUmm CBUCOEnginserirp CaNgsry. Wndows Robinsun ManuraMulerANcpistlon gsei)a786455 eatesery:Wndows Robmaon MenudaoWwrAssocbtlon CBUCHEngmeemg Cutaway. When" Robmsen PE-44135 (561)6256456 }� '^ \./ vJ a.baw"I"ie Hung (841)021-80M (O81)491.VW SuliCalegay. Single Hung (641)121-MM SCelagnFllmd uaW. - (941)521.MM (551)4814927 adecogayr. Fixe(64 d 1)02'I$0N �ttt -'^ Compliance Method: Certl6oatlon Mark or Usturg. pelleprodu "pronl®pe 11 -dorm Compliance eloluel COMloatlon Mark or usN pefleproducopprowagoo Ilebam Comprodoi lilt CerNksllon Mark or UsOng pellepooi0wppmral®pe Ile.com CompliaAda MrhW: Evaluallon Repod from a pesapkoOucwpprorsl�pe - Florida RaglsYNd AmhiteolaaLbans!ed Florida IILWM ` ; CU T! V) Plofeesloral Engineer V V PJr1717ia4812gpI1Mf*: tvHaefs:R4 Pneswes- - 0 Q • _ ,� Fldlafa4lsd pmelwrb � L L- ^I�1 W ang Preclude Made!. Number err Name Oualib Aaav><e PrOdWADernrimiae cawinashramkili Dew Use Aapwe Anrmed for Us, in HVH2 oweide Po Use HVIN kence Beside" n Devi �r at" Pradou Mad I.Nunber er Neree amdwLABlpON Produce Onodatlem Cantinas Exairal Aerrand Per use A.-NedffiL1Oa! OM 2@dm Dann in HVH2 Outside HWA Rnear,t ft"",p $ldlj Praline YalN. Number at Name farii4ANIOaMa PMtlrlDveflad Coompat EreiNiian Dew Aareved Fr us. A9gr in HVH2 a�U- Outside H" 1WOagt Mgt OWaa Plane p - Olmll©Anurmrae .. Apivand her Uea Aaoroaad.her Uaa he OW, O 0- C O 1 2 Series 10120 High Penform9rga Single Hung Nrryl$Irgle Hung Window(4r x 72•) W1712CI27 No YIN Pb +50-W 1 PeU1108erla81n9le Hung Wndow 3wx97 Vmy1 Non•impact single, Hung Window OSJIW2021 No Yee No +40j.-W 1 2 Serlo10l2g VIV end window(W x Tri 117MV2022 No No Yes Yes No. No +2W-25 +26F26 1a g Pfedup Yodel, N~ 9,No" M1eduNlOwnripid C*kontEnoirolWa Day 1 1.11 OuMMa 110,101 PMa0" NIA � O 1 t Sawa 16'20 High Performm�oo Singlo Hung Vrryl High Porlanmeno 5Ingle Hung Twln 0612112027 No yes Nor +51).w 2 Pan 10 series single Hung Window 54'x90• Vinyl Nan4"ol Single Hung Window ourmst2C22 No Yes No +4&43 a Series 10120 %Nyl ONa edndame(108".04') 0705r2C22 DT/m20a2 No yes +Soo 108or"Flarge Flxad 10 Barn- 112'Flange Fixed Wndox M&2031 Yee YN No CoLim �V Co a Swim 10(2031rglo Hung CompoalL(72'x6&1411 VIrg4Slrgle Hung Trlpa ClompOglb(lGrx72-) OMM02T No Yes No +40m40 a PanlOSerya Single Hung Wndor 4 Palo lO Serlas Single Hung Venom 84-x83 VinyA NorWmpad Singw Wng MhWpx OTIOSY2022 46- x 78' Vnyl Non4yo" Single thug Wired. 0170912C22 No Yes No +6ry,60 No Yea No 45BI0 Sar-lam VkWf Fnd Whd-(M'x60-) No -a) O � "- 4 son" 1=061,61. Hung Mrnyl Shaw Hung Triple ueaaaw No yes No +3&,45 8 Pep lO Hung Wndow, Vrryl Non Hung W OW212C22 No Yes No +9y49 Pta4itWiiapwdiMA. O 5 Series IG2043 rgIs Hung CanpWts(10S x53A'i 'AV SlgIs Hung Trin Goimpoala, NX) 0&13M027 No Yoe No +3" Serlee Single 6 Pep lO Sorbs Single Hung Wndpw $wx ar -II Single relow 3r x 73' Mnyl Nen4mPW 8lmgIs Hung Wndow 0710812022 No Yes Fit +BW-80 O 6 7 S Samoa 10120 sing* Hung Serss 1a120Singla Hu Sevres 10r2O Singw NUng (U6.d'. Vnyl Singlo Hung Ulm Composite (721 x 6S.6•). CWI00027 Vmyl9lrgle Hung Trips CAmprmM(10g'xlM.5') 0611812027 Vinyl Single Hung Wkmdow �11712@T No NO No YN Yes YN No No No +95/-39 +3&96 +30V0 7 Pap lO Series Ungto Mu Mg Wndow PypisaOS•Pmrbrow 62.1W x IV VIV Nbn-IMade 4511 Hung Window 10117=3 No Yes N2 .5013w Awl 1 PNduatIKINumber orNg= SSNe 1CYL0 OualitrAaarrsnee PmdedDieerimiad Co*mM*)rati..Mo Vryl0ado7Mwr160'x767 0711&a024 Aoemred far US, Asbak."fr InHVHz No Use OuwYeHVH2 Yes IweDdaa No owed gegggc +261-2$ O Al L ♦� VJ U) +� .� v, O F� L /1 S Hung [4ti'x72') No - - :: ,, :,. 2 Series 10211 Mnyl axed window x8P) Urfl&2C24 No Yea hb +tar-2a Cam: O iE M -1-0 1i 10 SeloslMOSlrgla 801: 1C120 Singie Hung Very) Single HUna Widow(4r x 59-117) If311312C27 Vny181ngle Hung W tom l3r x Now) 0&1602027 No Yes Yes No No +3SL39 +2N-39 (Iparerr Ps use Ammoyed Per Use Imam 21910a 3 series I= Vhyl Shoed Wind*. X" x$01) 07r16=4 No Yes Nor +60rgo •,O A � � � /1 �� i,f Q 11 12 8.1 1Q11081ngleHurl Sales 1012p Single Hung Vinyl Single Hung Window(4rx$4') WIP2027 Vinyl $Ingle Hung Wledaw (3r x72•) (l&1&2027 No Nor Yea Yes No Pb +36V5 +8&36 �E (+rminrt Yedd. Nmenhr erNarmw 1 Paid 10 Borka Single Hung Wndow 2 Protlmt D.nrimian Csmraee fixehafwn 99'x97 Mnyl Non4mpacl single Hung Window ON212023 115011203 Dow In HVH2 outside NVHi Rei�wwnt PhelanO No yes Ne +4V-40 No yen No +45N45 � t 13 14 SledN 10MOSIrGIAHu rig Series 102081 kHU Vinyl Slrgle Hung Twin Co mpoaga(72•x5XF) 0612ar2027 N dg IeN Ron 06121I2017 No No Yes Yes No Nb +35h35 +3rV-35 Pe1a 10 Berlin Single Hung Window a Pen 10 SWW& le Hun Window, ^e 9 64'xS7 Vmyl Non4mpoM Single Hung Wndow 94'x Or Nan -I I^N npeR 6mgw Hung WFrtl7 0&03+2028 No Vas N7 +rdw-6D >- 18 16 rig nil Sales 1020 Single Hung Sxwa1027SIrgie Hurg m14 9 u+0 CXlmposlw(86.5'xS3.6' 14rry1 Sigle Hung 7V1n CompoMfe MOO x 721) OW702027 Vrryl$Irgw Hung Tomnm CPiin(77.77) 001iSr=7 NO No Yes Yes No No +5&S6 +40M0 4 Pep lO Bar. Singb Hung Wndar 5 Pep 103erin Single Hung Window 3rx SIT Vinyl Nan4mpool SIM& Hung Window 0&2212C23 W-116'x 57 VnyM 1 NompaMSkgle Hung Willow &1 1712C23 No VN No +561W No Yes No +SareO C 4C V 'S m 1T $arks 101208ingle HUrg Wye Flied Whh$mgb Hung FlankeN(104xT2-) 10/1w(21 No Yes I'll" +3063g "� -s+ C U- FLIF17g06•a19 Predusb' N GO c= _' 4n -O C.4 _ - t/c O CO ferntEAClma AbererY err Use AEM>bltlLl Q ,k,., CV Praluet Marltl,Munbr at Name Pratlura D.aerimian Camroai Exeiinebn Dew N in VHi OutaWe HYNi ffiz Resiawnt nodal Prreun P'no 1 2 150 6ertea aTharmNbr or Encompass arAvgnd High P4rtormanoeSII Hung 130 Sena orTrarmNwr or Encompass rA-11 High Vm11 Nigro Porbrmanoe 81ngb Hung (42' x 77) 0811712C27 MW HIM Parbrmanoe Singes MurgTwm OWi72027 No No Y. Yes rb No +tick-5g +60-so d 17L ✓ � ® � � 3 Pedo motwe Single Hung 150 games orThermoebrar Encompass a,Avaha$mgb Gompwiw(Tj x6S1f27 \AV8legIs Hung THpe Canpseles(1W x72-) 0S71&2C77 No yes No +41V40 3 � Hug Cc d •- 4J 4 1Be Series aTh- f, or Encompass orA-if Single VIny181rghe Hung Tripe Coposite(10r xSLY) M231202T No Yes No +35u,35 � C lO Hug � � e t/o »- C E- cp Florida Department of Business & Professional Regulation Pege I elf Florida DepBrbnertt of Business & Professional Regulation g Peed 1 all Florida Department of Business &Professional Regulation Pagel m a Q Building Codes and SterWards ena2D42 Building Codes and Standards eMW=2 Building Codes and Standards ena2Dzp Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail .. 13' .�`r � ... �ry ...: ,. '!. X .. .S .,. ,, ..y.•_ S . i : ✓..... '<.':, •{ r.,: , ( ,.. x. . %5, ...w.. t . , <.,, .,ay f.,4�. .: :e. .>�a. :v P. .... a � z. � ✓ ,.a, ,. .. S xs^ a . �< ., ,-.. .. r .. ... . ✓•, ,m .,d<. � e ..ro'? ,z',t« �� , a A. . k" . . � , rm. >.. , ,. wi:+r...e a nC" .e,. i.: 1 f ..: 1. .. . ♦.IM•'1"., .. a M `1.. f r..a. ,. .n ,. ,. , ..... .. :.arY,. .-,!: .. : aw '.t.k:. . r. ,}�. . , M... "f 1,. fi � V.. "1�. fi vK..., i',.it .__ A ' 0.... ,. ..vr ,. , a .� r/'n,s.".,{.' '`�>:. :. r.fi sr-«., d e _.._u,.. vi .s._n: a'�5�., .:' v._M�,..viNA ,r �. v ,.-fit, ��.,- ..G1._, a�cf VSSx:a .wni,h��.v'S'x+rr Y. .,,._ ......m, :.,,ii .v .. � ,.. Mesr . r ,., r... i .Y %T"x .. Y w n ... u :. _ r'L ,.. $�i. .. 'df.. I..r .., Y. ,.. „<: .-. .. , , "fH-., _. "� ,,... ,:. -.:u. { ,.. ., . , ,.- ,. 1 -1'v re,+ _ Ys ^x"'A ..fir „ , ... :. ,. ,, ... ..... v. ... x. �, ,3 ... , :.. .,. ,. # : a .. �, R. ... ..:il �i ,i.2 �. 'Si"rP'� .. r, t...,,.. ., .. " d. !.. rY :F�'*,r..,z I .e-. a ,: "�i. A �1... ,;<.s'"., -- T` ..S b'rC,a" gg ., .. k'i, a. *. , r" ,� .1,',`a.'?, r 'f F .. .,..: ::. >>r • i�";. x �s' : A �� >r.... 3, : .. >a ., r � 4 ,fi«?:. _nv�.<�&,Ta."Phu n..rvr,..✓1..,<rs :v!:S k' � fF...v. .E Mi irv"..�d..{�Y'i}+ -. �� _,...-<,a�.{ „$iw �.,i9:."... .., "ti"cL .AN. ,.r. .. , x"�' S: r�`.+ .1^6' _ .✓" , n:'S�.'�. a... W k«` ala..,X .��wc .:'r�tu°w. x..,slt�ash'� 3 k.._ws�i ile�n g' d.. Entity err Dd. oft Dew P4mgnu Do. SW$! EDYDL4L! 211111 Rob DanWMeo Dam �� ledNNar �! 6 DsMPaMee 4lS- 119w WNbn 10rm6etunr come tl Eneirier4Unweeyeliddeder 0 d 4.11"1wd FBCAoemno Aperawd 4�+ Tema �� Menubdunr �ffi Endnrftieene WlidebdBrWna.rd aebn:+ra F9C.Asemwl 8ggf>r� @kp! � Weston Wnubauinr Comsat Eetlairri, linnea Vol ldabd er wgdewd eubmitbtl F9CAearemd Approved 4Jtgra Aflmm6on 2U20 Polo Co+poatlom Joe Hayden Soar W ndow and Door James L Buryaa. P-E. 07/14/2020 07f1412020 OF12012020 Appmmed A4rmsda. 2020 Pep Corpondon Joe Heenden.Bandl Women W. Blinder, P.E. T.E. Lunn, PE, LLD 07M41M 20 07114MO20 DIM00020 Approved AfimertIbn 2020 PAIN owpgretlOn Joe HI a"I Window end pets James L Buckner, P.E. 4D 07/1412020 07fl412020 07120/2020 Appro-d Catparr: Windows Robinson ManUfingurerANWIlmon (AUCKEnglneemg C"I Windows Robinson PEIA185 (5w)6254455 CHyory. Exbrbr Doors Robinson ManulactuierAaaocletion CBUC14 Engineering S.W.knear. Hebontel&Ida (541)U214088 (581)48141927 40Ceb I Hkeleamall3lder (541)621-BON SubCatpery. Sltdmg Eltlanor D-AawrUlN (5411 R145111$ (551)481Ag27 Camp7mrs ls4Fhad: Cer08onibm Mark or usling pellapmduewppmweade GampFienew Neslwd: Evaluall- Rpod forma Compliance Meshed: Certifcogon Mark err Ustmg pepprodutlopprowl�pa Iliecom Florida Regl voile Amhlleot or a Licensed Florida 118.00m Ila.00m F1d11181.W Pintlueb PrpwNlUmpl Englner FIY7f4a.11 74'pra8ntla AMR Preduar Model. amber r Name 21 Pmtluat Dewrimian Connect Erect abnf»w Unearned F, u g Aoamwd In RVR2 OrrtaYa For Use HVH2 10=0 lanienht gaming eirow"( - QnII Aso cowl AparovM For Use Amommod for UI1 Does n g Pralines Yatlel. Numbrar Naa. aIMODGArlmra PmxlntDnarat n CammetExamrkn Dow Aaarored Fr Use in NVHt Ascents for Use OuwYe HVHt lmmo ftsbrin gwla6 lemen.in 1 8er1eslMOSIldIng Wlnlow V1nyl SMhg Window(COG or MO. 73-10'x60') g312712C23 No Yep IW +3mum am* Praluel Natlal.aunarerNama product N"Iftellan Canamet Elmiratwn Bob In HVHZ ouwNb NO pMi n � 1 8edde1Q=i25a1IIngGlees Door Vlrlyl 2-P�nal rt7X'Blldpq rdos Dopy (98'r65') 1113g=1 No yes No +2&-26 2 Sams 10M 311ding VAndow Mry4 SIWIeg Wrda PX or XC, nr3112• x 301 D4128=3 No Yes Nor +351 y5. 1 8ar1N 10$gdmg Wlndoe Sales rICVryl Flanged alleging Windows 061Y&2061 No Yes No NIA 2 Series 1d120(2891HIng Glan Door Nmy191rgle Portal Pine!-C•Door (Sl III 34-1(Wr 0Y121312C22 No Yes No +38t95 3 Seres 1(22081kM WIMow Nrryl Ssding Window(XGx, law x 67) MM70023 No yes No +3N30 x814W) 4 SdnNO2 10SIIdIng Wwlow MVSlIerg Wrdow(XCX, 1081x3w) 03Q712C23 No YN No +SgLas 3 Sales 1=26 Wins GiaN Door VIV 245enel %W 61141DV%an Door(7r x a a') 1CM&201 No Yes No +3" 4 Sanes 10120 EaldIng Glass Door Wye Single Penal Flood•01 Door(Skleft 47.IR'x MY2=122 No Y. No +2&nM W12.) FLMMA18 Pau" .; OwetrAnrr.n A manor od far Use Anownill Fr Uae I Dsdan 110,1111 Pralua. Model. Number or Name IMdnslLesriaSan wmNd Esairdrsn Dew In.HVH2 Oudeide NO 9gtiflneE Presenn 1 Series 160or Encompass OrAvand Sliding Oink, Door AV 24-mmel10X' Siding Glass Door(961Y2•x 12112413031 No Yes No. +25L25 WAIT) 2 Series 1SO or Enoemms aAvemdSllding Glen Door Vkryl Men& Panty Flmd'O' Door (Skla11w, 95-1/2Y x 0211612032 No Yoe Py +40Mo 81.112') 3 San- 150rF-pneorAven6BWL-%Glen Door VIV 2-P-1*Or SkirgGb-Dear(YV.32y 0/0512022 No Yes No +a&a6 4 Sala 150 or Encompass crAwn6S cIrs Glass Door Mill 8Ingle Penal Flwd-0' Door(allellts, 47AT x Mfl&2032 No Y. N2 +251-25 664F2') FI.0211144414.Pmednka ClwSterMAve awe Aaaro ad For Us, Ared far Use oam In10e0t gwgjg0 E Preduet lOWA liremhr at Nam PDoduat DeeMmlaa CamreatErnhrtwnora in HVIN Colville jashida Presents 1 $eras 150 or Eroompose or Avant Gals Door Vryl 241onel'= Slldig Glen Door (g8•tt2' x OW2412031 No Yoe lib +25h23 91F117) 2 Earde 193 a En away k A tl S itfi g Glass Door Vbryl 5lgle Panel Need "O' Door (SknlIL, 35-10 020502C32 No YW me +40-40 81-1m) 3 awn19) or En ="" a,A WIJ 81Idmg Gbas Door Wryl 24Nmel'OX' 61MIng Man Mon (17 r 82'1 G&12412082 No Yes No +ss m 4 Sarlas 150a ElsnmpNaaA-11611dkg Gwg Door VInyI Berea Pawl Find 'C'Baor(SWelIle, 47-12's 021ifir2032 NO Yes NO +261.26 56412') W v CC O L� > CD O Q � U r1 � O C/) U M Q F- -0 O L_ w� Q ZJ z Q J d SHEET NO. March 6, 2023 PA 1 2 ■ I. I 1 I I I. 111 I. 1,tl l'kil!; 1:., - I .I'. -F I -- 1 ! 1 --. I I I- 1 11 1 - I I. ---S - -- - to .�. U O _0 N CL Q ^^O ca Co O O Q 0- 3 Q LL Q �- Q \% .� E Q N N Q (� �``i^^ .� vJ Q 0 0 -o W s o C,= t� m 7C u. a o CV L o Co CJ as � ,d c cC 3 m y ro ss c� a� . c Cu Cc Y •- N C o ea J W ^ , W z r� V _ O L� O ..�.�/ O W U m L O L LLJ Q ^�11 W Z Z Q J SHEET NO. PA 1.3 Simpson Strong -Tie 2020 FBC Approved Products Updatad,zr3orzozo Simpson Strong -Tie 202i) FBC Approved Products upaated,zr3orzozo � Simpson Strong -Tie 2020 FBC Approved Products Dpdatad,2r3or2ozo " • Simpson Strong -Tie 2020 FBC Approved Products ed 12 026 Updated ,son •.,, , For direct links to all SST approvals 1151ed below, CLICK HERE. •" , ,. For direct links to all SST approvals listed helovd: CLICK HERE. , � For direct Nnks to all SST approvals listed below, CLICK HERE. cm For direct tlnkS t0aI1 SST approvals rested below, CLICK HERE. o ce t K C/) —00 _0 > ML4311-DADECOUNW MIAMI-jo rRoDucrcoqTRoL sEcuro-N, PGT Industries, Ine, PGT Indus-trie% Lte CD 0 C L_ CL C= PGT.Industriei� lur. a) 0- 0 11,905 SW 26 Stree�, Pmom 201, DLEF-ARTIEENT OF REGIRATORY AND, ECO-NOARC RESOIJIMES gLER) Ilium Flon;ej 31175-2474 NOTICE OF ACCtPT_JVN,-CE: EVIDENCESITBAMTED, NOTICE OFACCEPIANCE: EVIDENCE SU, B3HTTE.D (10 BOARD AND CODE AMM3FISTRATION DINTMON TCN)315-2540 I Evidence submitted under NOTICE OF ACCEPTANCE: EVIDETNCE SUBMITTED D. QUIAL-TrY ASSITKAN-CE -1-0 a) 0 U) NOTICE OF ACCEPTLA.NCE (NOA) previous A. DRAMTNGS B. TESTS (continued) L Miami 1)2deDepartmentofRegulatoryand Economic Resomces(�_ER)_ 1 =3 -0 M U) PGTIndustrie.-.Inc. 1070TechnoloT�Drive, L Nianafkturees, die drawings and sections. 5. Test report on 1) Air Infiltration Tes;t. per FBC, TAS 202-94 0 0 — -Nortb Venice, FL _U-273 (Submilted tinder ,N'OA A& 11-0107 04) 2) Uniform Static Air Pressure Test- per FBC, TAS 202-94 E. '_NLkTERL1L CERTIRCATIONS LL s C OPE: 2- Drawing -No- M—D 5570.0- titled lvlmyl Sliding Glass Door NOA W-,sheetsl 3) Water Resistance Test, per FBC,'T.kS 202-94- 1. '-Notice of Acceptance No. 1_"528.14 issued to Vision E.vTusion Limited for their .0 M 0 -4.— .,— This'NOA is beingissuedundef the applicable rules andiegulations go-twning the use of through 21 of 21 � prepared by man ufacnuei� dated 1 &10 5d 5- with revision A dated 4) Larg Missile Impact Test per FBC, TAS 201-94 "IN11te RiW PVC Exterior Extrusions for'"lindows and Dvers--, dated 08/1315. Cn M 0 > — -0 E 0 documen.tationssubmittedhas; been reviewed and accepted:by Xfiami-Dade County RER -Pfoduct Control, Section, to 04;05117, signed and scaled by A. L-vaiii Miller- RE. 5) Cychc%rmd Pressure Loadingper F13C. TAS 203-94 expiring on 09!1-101119. 1beuwdwNfiawiDa&-Co=-yaWoWf ama-awlicre aHm-WbythvAighotityHm--imglvnActiQu(AHJ)- 6) Foxed Ehtry T�st. per FBC, TAS202-94 2, Notice of Acceptance No. 16-0920AS issued to Vision Extrus Win Limited for their "VE Cn 10- M Ttds, NOA shall notbe valid aier the expiration date stated below, The Mami-Dade County Product Control Sec tion, B TESTS along, vath marked -up drawings 2�d instiWion diagram of innyl slWiug: glass door, prepmed 1060 Tan'202 and lighter Shades O�i. -on -'White) Rigid I te ior Extrusions for P17C fX , M = 8/) < (La 1NfiamtDade County) andloi the AHJ (in areasothertlinnMi.ami Dade Czunty) reserve the right to have this I - Test report on 1) "Uniform Static Air Pressure Test, per FBC, TAS`262-94 by F entstration Test ing Lab - Inc. Test Report N 0.. FTL K54 9� d ated 1 I)C64 5, signted and Whidows and Doors" dated 11108-116. expig on 12;2902-1- product ormAnial tested for quality assurancepurpories. lf&ispmduct::ormzterialf-aihtopedorm,iu 1he accepted 2) Large Missile Impact Test per FBC- TAS 201-94 sealed ky Idahms Ortega, P. E_ (Test report revised on 12,40 4-4 5 and 021116) 3. Notice of Acceptance Wo. V"52& 15 issued to, Vision E -urusion Liniited for their manner, the rn.4 cturer will in cur the expense of such testing and the AFUmay immediately revoke, ma dify, 0 r 3) Cyclic Wind Pressure Loading per FBC., TAS, 203-94 6- Test report on 1) Aff Infiltiation Test, per FBC- TkS 202-94 -BrGwn Coated (Painted or Laminated) White Rigid PVC Extei-ior Extrusions for iz suspend the use of such product or materW within theirjurhdictioa� FMk resenves the A&tto fevoke- this acceptance- if it is determined bv Mami-Dade CountyProduct Control Section that this pmductormatenial fails to along with marbed-up drawings and installation diagram of Onyl slkhng glass door- prepared 2) Unifoun Static Air Pressure Test- M FBC- TAS 202-94 Windows and Doors-. dated 08,113115 . expiring m 09,130[19- meet the requmments of the applicable- building code. by Fenestration Testing Labjnc., Test Report No-FTL8717, dated 11107,115� signed and 3) Water Resistance Test, per FBC '. TAS 202-94. 4- Notice of A cceptance No- 1"712.02 issued to ENERGI Fenestration Solutions USA, This product is. approved as described herein and has been designed to comply with the Florida Building Code- scaled by Idalmis Ortega, P_ E_ (Test report revised on V,1 5116 and 0124,116) 4) Large Missile Impact Test per FBC TAS '101__04 X_ Inc. for their "TAN 31D40 and Lighter Shades (Nou-White) Rigid PVC Exte rior including the Ifigh, Velocity Hurricane Zone, 21 Test report on 1) Air In0ratim Test, per FBC..,. TAS 2 02-94 5) Cyc&-%Tind PressmLoading per FBC, TAS 203-94 ]Extrusions for W indows and Doors" dated 09115el 16- expiring on 0240+2 1. C..) DuscwpnON: Seriess "55-55 70�1_ 770 "Vinyl Sliding Glass Door (Reinforred) mlwo 9 00 &.13511 ewners-L.-M.L 2) Unifmm Static Air Pressure Test. per FBC, TAS 202-94 along with marked -up drawing and in-421lat ton d tagram of vinyl, sliding g)as s d o or prepared 5� Notice of A ccep tance N o - 16-0 712.04 issued t o ENE RGI Fenestratim S, cilutwns U %k 7,k Dra NM-.F,-,-70,DRevRbfled'LVmylSltdin Gks5DoorN0A(1_-NP"'*.z1ee% _XP.PR0'%.kLD0CT 1EXT. wing No.'- 9 3) W a t er Resistance Test-, per FB C. TA S 2 0 2 -94- by Fenestraticin Testing Lab- Inc., Test R q-W No. FTL 9552, dated I MW15- signed and Inc- for their L'Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior ca C= - Z 'Q � I through 21 of 2 1,prVaredb-ymandhcrurer�, dated 10-105)115 mid last revised on 01-110t,'21, signedand scaled by 4) Large MissileImpact Test per FBC. TAS 201-94 sealedby Idalmis Ortega, P. E_ (Test repoit revised on 02115,201,.6) Extrusions for Windows and Doors"dated 09,115.116, expiring on 04,11 &20 C*4 W A- Lynn. Miller., P_E_. bearing the Xfiami_Dade CountyProductControt Rjouision stamp withtheNotice of 5.) Cyclic Wind, Prmsure Loading per FBC7� LAS 203-9-4 T Test report on 11) Umfonn Static Air Pressure Test per FBC, TAS 202-94 6. Notice of Acceptance No- 1"712.03 issued to ENERGI.Fenestration Solutions USA, "White g:Ei Acceptancenunberandexpiration date by the Nfiami-Dade, Cousiq 11roductConvolSection. 6) Forced atry Test, per FBC, TAS 202-94 2) Large Missile la4mct Test pefFBC, TAS 201-94 Inc. for their Rigid PVC Exterior Extiusions f or Windows and. Doors" dated > C2 '3: MISSIUMP-ICT RATLN-G. Large and Sma][17kiissffe Impac-tResistant along withmarked-up drawings, mid installation diagram, of vinyl. sliding glass door, prepared 3) Cychc Wind Premre Loading per FBC.' TAS 203-104 08110il 7, ewpir� on 02,r2&,l S. g Limita&n7s- by Fenesira tion Test ing Lab 7 Inc � Te-sl Rrpoil N o - F TL 854 6- dated 11106115 . signed and along with marked -up drawings and inst2liation diagram of,6nyl shding d glass door, prepare 1- Test reports No(s)� I 0-002-792)(A), 10-06-M1052 7- 535753-09. per ASTME-94- .2! I - See table I (sheet2) and table -1 (sheet g) for applicable SGD unit sizes, design pressures- reinforcements type-s- scaled byldalmisOrtega� P_E_ (Test report revised on 01,104/16 artdOZAI.,2016) I by Fenestration. Testing Lab- Inc., Test Report No. FTL 6638 (sample; A-1 thru A-22). dated AS`1101929 and ASTNID-635, issued by EXO'VA toVislion. Extrusion for cellulosic glas,s types. sill riser (5ee tablesB-1 & B-2, sheets -1 -8) a -ad anchor layout sheets requirements in 11 thru 16- 3, Test report on I)Air InEtration. Test, per FBC, TAS �202-94 11119110- signed and sealed by Jorge A- Causo, P_ E_ (Subvifted rinderATO-4 No. 11- composite material- E 2 Rigid White I'VC, Tan (Non -white) Rigid PVC andBro-wm coated (Painted orlammated)WInte, Rigid?VC to be 2) Unffbim Static Air Pressure Test- per FBC-TAS 202-94 01070-4) (Submifted tinder A110A.Vo. 114107 04) labeled per refereticedNO-A I Srequir . ements- 3) Water Resistance T est- per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test- per FRC TAS 202-94 8- Notice ofAcceptance No. 14-0916.11 issued to Kuraray America., Inc. for their I Egress operabledoofs must ccmply with min clear widthof height per FBC reipiiiement as applicable- 4) Lwge Missile InlpiaaTest per FBC- TAS 201-504 2) Uniform Static Air Pressure Test, per FBC, TAS 202 1 94 "Seam-Glast (Clear and White) In terbyee- expfiing on OTN/1 8. 4. Pock et w alls under se parate approval, to b e re vient-d by Buildiaggo ffic ial 5) Cyclic Wind Press= Loading per FBC- TAS 203-94 3) Water Resistance Test� per FBC, TAS 202- 94- 9. Notice of Acceptance No.. 1&1117.01 issued to Kuraray America. Inc. &T their L.ABEIJING: Each ur�itshall bear a pemment label withthe fti chu&T; name, or logo, city. state andwriesand 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Miss&, Impact Test per-FBC, TAS 201-94 "Tralf alt T-1tradear. Clear andC--o1orPVB Iuterl—m ers'. expiring an 07,08/10'. followmgstatetnent'14tami-Dade County Product Contral.Approve&'_ noted hereiaL akog with mxked-up draw sngs and installation. diagram of vmyl sliding glus dc", prepar-ed 5) Cyclic RFmd Pressure Luadingper FBC, TAS 203-94 RENEWAL of this-NOA. shall be considered after a renemal application has been filed and there has beemno by Fenestration Testing Lab, Inc., Test Report No- FTL 8547. dated 11/04y'15: siped and 6) F orced Entry Test � per FI3L C -M TAS 2G2 _TS F. STATIE-NIEN change.in the applicablebuilding code negativvly aff.ecting the performance ofthis product- sealed by Idalmis Ortega, P. EjTest report M, ised on 02�1 5iM) 2long w ith marked -up d raw ings and �istallalion d ia gram of "tinyl sliding glass do or- prepared I - Statem� Letter of conformance with FBC-'51hEdidon (2014) and FlIC-01dition TER_1%HN.AJ10.Nofthis NTOA win occur after -the expiration date or if them has been a re-tision or change in the 4,. Test report an 1) Air Infiltrat ion Tem per FB C � TAS 2 02 44 by Fenestration Testing Lab, Inc- Test ReportNlo� YTL 6337 (samplin A- I thru A-5), dated (2017). issued by manijfacturej�_ dated 0&14/17, signed & sealed by Lynn Nfillff, P.E_ materials, use. and -for mamifiKture ofthe product or process- Xlisuse of this NCA as an enJorsement ofany product, 2) Uniforni, Static Air Pressure Testz per FBC- TAS 20"': -94 121;06-10 � signed and sea led by Jbf ge A - Causo, P. E - (Subm i9ed n n der NO. 4 N6. 11 - 2- Statement letter ofno fin;andal interest, dated 04IM47- issued by manufacturer- signed fbir sale s, a&-ertising ar ajoy o therpurposes shall automatic allv, tenniiiate this N10A. Failure to- couplywith any 3) Water Rrsistance Test� per FBC, TAS 202-94 01,07, OR) & SC21ed ky Lymn Miller, Pl. section of thL- NOA shall be cause forterminafion andremoval ofNQA. 4) Lafge Mmde Enpact TM per FBC= TAS _201-94 3- Letter of lab compliance, part of the above test reports. ADVERTISE-NENT. The NOAnumber preceded by thewords Nfinni-Dade Cmaty- Florida- and followed bythe 5) Cychc W, ind Pre&surc Loading per FBC, TAS 203794 C. C _AL CL7 _S LATJIOIN� 4. REFL Test Proposal No- 17-0387- dated 051051 T sismed by lAnq Chanda, P.E. expirationdate maybe displayed in advw6singliterature. If anypoifionof the NOAis displa�y_ then it shall be 6) Forced Entry Test, per FBC. T�A.S 202-94 L Anchor veffication. calculations and, structural analysis, complyig wifhTBC-20l4, done in it entirety- along with marked -up drawings and iristallation diagram of vinyl sliding glass door prepared prepared by PGT_ dated 11-10,011 5aud last mised ou 011 5JI6_ signed and sealed by G. OTHER DN' SPE CT I ON: A cc py o f this entire, NOA _4mll be provided to th e user by the mamd%cluter or it-, distributors and by Fenestration Testing Lab- Inc-, Test Report No� FTLIS'548, dated 12.04115- signed and Anthony L Mller! P.E. (SX16 Bribed, under A10-4 A 0. 15-1210. 01). L Notice of Acceptance No. 15-1-710.01, issued to PGT Indusstiies, fortheir Series nhall be available for inspection at thejobsite at the re(pest of the Building Official. seated b y Idalmis Ortega, P_ E. (rest report revised on OLD4iM and TV111 6). 2, Glazing complies with, ASTI�E-1300-09. 557012770" Vinyl Sliding Ghass Door (Reinforced) - u4ming on 04/14121., This N�OA revises & reums NOAA20-0429.05 and cmsist�, of thispage I and e-�adewepages E-1- E-2_ E-3- E-4. - V_� �' E-5 & E-6 as well as approval document memfioned abov;e- L`A'to�I The -Vxmfted documentation was reviewed by Ishaq L Clhanda, P1. . . . . . . . IA'a 9L ]L CIMZda I ]?I Product con"I Vmit slaperri"T 1S'h2q I chluda. P.E� P"duxt Con&ol rsit $uplerTislor Ish2q L Clandg, PX� Product Control Unh Supervisor NOAN0. 21-0205.1@3 NOA No.21-0295.03 IN10A No. 21-ID20-2103 NOA No. 21-0 2 OFFA3 EXpir2fion Dat*i ApTil 14,2G26 ExpirationDate-L ApriI14,2026 ExpiratianDare- ;ipriI14,2026 Expiration Dater April 14,2026 4, -10'7 Approval Date -.March :,4, 20' .1 Approval Ulat*-. March 25, 20: 1 Approval Date, Alarck.'15,20121 Approva I Date, lklarch ZS, 2021 Page I E -1 E-2 -3 PGT Industries. Inc. CGI W-indows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: E-VIDEINTCE STIVIB-N]ITTED NOTICT OF ACC`EPTA_NCE: EVII)ENCE SUBMUTED 'NOTICE OF ACCEPTkN-CE: EVIDENCE SUBMTTED 2. Evidence Submitted under preiioussubmittal E. KXTERLAL CERTIFICATIONNS (continue) 3. Ne" Iiideace Submitted -5. Quanex Part Super Sgacer Standard complying with ASfM C51 8 Thermal Conductivity A. DKAANT�GS 0-881 BTU-ift" rhr.-ftl�'F, ASTM F 1249 WM-Pass, ASTMD,3985 Oxygenw�Pass, ASIM E A. DRANMGS 1. Drawing'No. -AID-5570.0 RevB, titled'Vinyl Sliding GhissDoorNOAW', sheets 2190 I.G_ Durability -No Fog -Pass . (Subndhed underpresions A70AN-6. 15-0469. O�) L Drawimg No. AID -1557 0A Rev B. titled -Vinyl Sliding Gbw DoorNOA (LMY', sheets 1 I through 2 1 of 2 1, prepared by manufacturer, dated 1 0.�USl 5 and last revised cm through 21 of 21. prepared kymanufactufff dated 10,105,115 and last m, w.'d on 02,10V21- OV22,120, signed and sealed by A- Lpn MAer, P_E_ 6. Qu=ex Part Duraseal conTlying with ASTLNI C518. Thermal Conductivity 2_29 BTU-ml signed and sealed ky A- Lynn Miller, RE- br_-ff--T, ASMI F 1249 Wk,`TRPass_ AS`IM D 1434 Argon Permeance-Pass_ ASIM E Note, This revision consists replacement of same existing installation screw, with flat head - B. TESTS 218-0 I.G_ Durability -No Fog. ASTM E 546 Dew Point Development -201F in 48 hTs_ I Test repoits on, 1) Air Infiltration. Test, per FBC. TAS 2102-94 (Subw itled tinder _-V0_4 No. 15-0469.0)� 2) Uniform Static Air Pressure Test, Loading per FBC� TAS 202-94 7- Vision Extiusio� Ltd- Parts compbing with.PV C-AAMIA 303-13, VokintarySpecificatim B TESTS "-None- 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Po;yvmyl Chloride (PVQ Extei� Profiles for V isim Extrusions, f td. ATEX- I by L 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Extenor Pwfile Certi5catwu Program. (Subndued under,7V0.4A"o. 15- 5) Cyclic Wind Piressure Load4pff FBC, TAS203-94 0'409� #�) C. CALCULATIONS along withmari"d-up dnwings and inst.-t1lation diagram of all PGT Industries, Inc. 8- Vision FAtrusions- Ltd- Parts coinplying with PVC-AAMA 303 -13 L Now. fepresmtatkre unds.ligted Wow, and. tested to qualify Dowsd 791. and Dowsil 9KI-dhicones, (Submitted nnder,,'V0AJX'o. 15-0469.0) prepared by Fenestf ation Testing Labor ator y, Inc., Test Reports No.: 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl ChIlande (PVC) Exterior D. QUALITY ASSILTILANCE FTL-7897. PGT PW5520 PV�C Fbod Window (unit 6 in proposal), dated 09!031" 14 Profiles for Vision F_x1rusions . Ltd,-VEX-1 by AAMA Fene-straticm Exterior Profike, 1. Miami-Dadr: Department of Regulatory and Economic Resources OKEK)� U) FTL-20-2107.1, PGT SGD780 Aluniirnim Sliding Glass Door (unit 7 in proposal) FTL-2 0- Certification Prograul 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 irt proposak) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Ewgi Fenestration Solutim USA- Inc. for E� XLALTERLAL CERTIFICATIONS 110.3. PGTPW,76-?Gk Ahm2inum Fixed Window (unit 9 in proposal) andFTL-20-2107.4, their ---Yan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for L Notice, of Acceptance No, 19A305.02 issued to Kuraray Amerka, Inc. for their > PGT PW7620A Aluminum Fixed Window (unit 10 in. proposal) dated 0743120- all signed Windows and Door�", expiring on 02-f0t2l. "Trosifolt U-1trackear, Clear, and Color PVB Glass Interlayen-, expiring on 0TOT24- M 0 and sealed by Idalmis Ortega- P.E. 11- Notice of Acceptance No- 1.8-0122.02 issued to Enerp Fenestration SolatiM USA- Inc. for 2- Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Ine. for their their -Sele S "White Rigid PVC Exterior Extrusions for Uindows and Doors'� mp=-' g on, 'Serift-yGlast, (Clear and Rlke) Glass Interlayers". v** on 07/04172) 3- > 0_ C. CALCULATIONS 1, Anchor 7�h 3- Noticie, of Acceptance No. I&I.106.10issuet! to Vision Extrusions Limited fortb&'Brown 0 0_ < 6wTicahon calculations and structura. I analysis. comp4,mg with FBC 12L, Notice of Acceptance No- 24-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Exomsdons for Windows 1dition (2020)- dated 041212t20, prepared by rn i cturff, signed, and sealed b Y their -Bronze & hot shade cap coated TVIfte Rigid PVC Exterior Extrusions for and Dioors�'. expiring on 09,130,124, -4--J C) Anthony Lynn Miller, RE, Windows and D oors� expiring on 04/16,1725- 4- Notict of Acceptance No- 18-1106.11 issued to Vi4on F_xtrusibns Linuted for their series 2- Glaz4comphes A-ith' ASTIMEI-MO-04, -01 � -12 and -16. *17E 1000 Tan 2 02 and lighter shades (Non-NAIdte) Rigid Cellular PV C F-Verior D. QUALIT17 ASS'LTf LkNN C E IF. STATENJEENTS Extrusions for Windows and Doors" ' expiring on 121,29,02 1. 2 Miami -Dade Department of Regulatoryand Economic Resources (RER), 1. Statement letter of confbmance to FBC 711 Edition (2029). dated 04-121,20. issued by manufhnirer signed and sealed by Anthony Lynn Nidlm P _E F. STATIENIENTS E. '1LATERDIL CERTIHCATIONS, 2. Statement letter of no financial interest and of independent. issuiedbymarnifactum., dated L Statement letter of conformance to FBC 71 Edition C-020), dated 0101j"21, issued by 1. Notice of Acceptance No- 19-0305.02 issued to Kur-aray Arneika. Inc, fortheir 0-4/18n-G, signed and sealed byAnthonyLyan Miller, P.E. manufacturer. signed and sealed by -Anthony Lynn Miller, P.E. U) "Trosifol& Ultrack-ar, Clear, and Color PVB Glass Interlavers'*_ expiring on 3. Pnvate Labeling Agreement document between PGT dated 0330J15 and signed b�, all 2- Private Labeling Agreen=t dated 03%21 between PGT ludustries- Inc. and CGI 07/08,,,'24_ involved parties Windows and Doors Inc-T signed by Dem M. Ruarl;� PE., V,P. Eqgia�, on behalf of Cn - Notice of Acceptance No. 17-0808.02 issueed to Kuraray Americajuc. for their "SentrGlavt " both ccampawes- < -- on 071421 (Clfar and NVhite) Gbss Inorlaven". expffmg G. OTHERS 3- Notice of Acceptance N-o- 18-1106.10 issued to Vision Extrusions Limited for tb& "Brown 1. This NOA revises NOA# 17-0420.06 (PVT iwiCr3l) and updates to FBC2020 (71 Edition)� G. OTEERS Coated, (Painted or Laminated), White Rigid PVC'Exterior Exftvsions exTiring 04YI2 1 �2 1 1- This NOA rei - -ises & renews NO�tO 10-0429.0-5 (PLA wfCGI.), expiring 0414,26. forWindows and Doors". expiring on 0930,,24- 2. RER Test 1woposals 419-1155 dated 0 V10420 approved by Ishaq L C12nda- P-E,,expking 1 The cummi associated PLA CGI f& #21-02 K01, expiring 04-!14.,,'26. A. Notice ofAcceplance No. 18-11016.11 issued toVision Extrusions Limited for their 04J 1 4C- I Series L"t-f 1000 Tan 202 and lighter shades (_Non-Wbite) Rigid Cellulai- PVC LU Exterior Ex"sions for Windows and Doors�', expirirq on 12,129,Q 1 (3) Ishaq L Clianda, P.E. Lhaq 1, C-hauda, PX. Z Ishaq 1, CUmda. PX. Product Control Unit Supenw'�or Product'Confiral Unk Superrvor __j Z Product Control Unit Sup*rriser N-110A 21-DZU ' 03 INTOA No� 21-ON5.03 < NOA No. 21-0205�03 Expiration Date-. April 14,2026 Expiraflcal)ade� A�pri]14.1026 ExTr atiou Ntet April 14,2 D216 Approval Date: Mareli 2.4", 2021 Approval Date'- March 2A.', 201.1 ApprovntDaW Marti !:-, 2021 E4 -6, EA SHEET NO, March 6, 2023 1. PA 15 1 � 1"Ahk I I I al -I— I i, I '' I III IFF-1 -'TW-11.111A ddi 13-i 1,1 JA It. I —I I F I I ;I I- I v U) -C1 3 U llrlt/"4M •MIAM1-DADECOUNTY (D CL � O 2 RED PRODUCT CONTROL SECTION Cast-Crete,USA, SA, LLC Cast -Crete USA., LLC Cast -Crete A, U LLC0)� C6 -0 0— DEPARTMENT QE REGULATORY AND ECONOMIC RESOURCESR) 11905 SW 2& Street,l ooin 208 � . '— BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 >± (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEP'I'.A.NCE: EVIDENCE S ABM TIED NOTICE OF ACCEPTANCE: EVIDENCE: SUBMITTED -'-, v U cn -- 'q�,�(�,�'+ �,r ACCEPTANCE 1\ NOTICE ICE O.1:' S�,Wi.:.�L.;..EPTAN1..:•E(NOA) www.niiamidade.gov/economv y ,. Cn /�� V/ -0 U ..SUBMITTED Cast -Crete USA, LLC �'T}�x�y�+�y. �},�'y APPROVAL RC) #03. 06i15.0 1. EVIDENCE V d'�JJ1U [� �I'�ES/ V ZI.C� �. _ �. 3. EVIDI+ONCE SUBMITTED UI1ER PREVIUUS APPR:CiVAL #� 12 0�09.2 5. EVIDENCE SUBMITTED UNDER PREVICtIIs APPROVAL #� 14-0903.i13 O � L_ s— N 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0- eetner, Florida 3384Prestressed , Linter Detatrs sheet 1 � .lDetails",r I. Drawing No. FD4612, titled Precast and , f 1. L3ra>a1zn laaca, P`1�4ty12 titled Precast and Prestressed I.tratel sheet .� ca 1, L}rayl(art Nor. FL)4�12. titled Precast land Prestressed Lintel Details sheet I o � . _ Co ---� co ate March 24 2003 and No, LT4612 titled prepared by Craig Parrino, P. E., dated tl 9,f 1, prepared b Craig Parrino, 1r.E., dated March 24, 2003 and Drawing No. P Ir �' „ 1, dated 03124103 and Drawing No. LrT4612, titled Cast -Crete 4 , 6 al€ 12 O �- � O > SCOPE: t}pE. "C/* - " F, Fr y-.... y (t p „�.,,d T ,, ) p 3 3. re tired b.. "Cast -Crete Y , � d� Id �a�teL aJa LoadTables", a�l�,� s a�'Pt�+elafii � through,. �, x � t^' J ,:. ;, „ -.. „ r ry�q 7 )f�'.+: -�+'+. �[77 p.., y"J1' } fi y LT4612, titled Las Crete 4 ", 6 & 1 2 Lintel Safe Load Tables , shee s L , .. :... ] :.. �,y +�'� ,1 $ )� ]� p �] /may /} ^y �+ ,r Lintel e Loa Tables", , sheets 1 through 3 of 3, last revision date 06112 14, air '�, . � � O � ^� W L � This NSA 1S beingissued under the applicable rules and regulations governing e tt5e of construction materials. pp g 1 � g 3 both d lr 24 -003 lust revision it1 datedA a a123 00 boa Craig Parrino, P.E: date_ alrt'arc R drawings b Craig Parrino, P,E. through 3 0 3 prepared b Craig Parrino, P.., dated Mardi 24, 203, last � ' p P y �' . . . N prepared, signed and sealed b Craig Parrino, P. on 0�lI:9114. Ia Ia Y � o (n CCL -- cn O Co y_ � � D The documentation submitted i i- - s miffed has been reviewed and accepted by Miami lade County RER Product Control signed and sealed g g y g re�aaszcata dated March I1, 200; all sawed and sealed by Craig Pa�Yrtr?a7, P. , n N � }, �— � � � Q Section to be used in Miami Dade County and other areas where: allowed by the .Authority Having Jurisdiction B. TESTS 114dreh 22, 2012. B. I'E+ STD �. . (AHJ). L Test report on,frexural testing on 4 , 6„ Cif 12 "Precast Concrete Lintels Filled mid B. TESTS 1.. Alone. � --� This NOA shall not be valid after the expiration date stated below. The !Miami -Dade County Product Control p Unfilled Models, total o 13 concrete lintel specimens, perASTME-529-94, prepared f l p C. CALCULATIONS . , Section In Miami Dade Coen and/or file AHJ to areas other than faint Dade County) reserve the right to have ( County) ( ty) g lied Research Laboratories Re ort No. 30404A. dated 04110103, si ned and by Epp 1r S 1. ,None. _ 1. Calculationsfor Cast -Crete Lintels, dated 0811912014; pages 14:201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the seared by Christopher A. Hamon; P.E. C. CALCULATIONS prepared by Craig Perrino, P.E, ;signed and sealed by Craig Parrino, P. . accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. lone. — o® ,< "' modify, or suspend the i p h use of such product or material within their jurisdiction. RER reserves the right to revoke C. C.t1 L C?f, LA.TIONS �7 �-' �y y� p 7 �p ASSURANCE D. QUALITY I ASSURANCE . t acceptance, i i _ his pion f t is determined by Miami -Dade County Product Control Section that this product or material Cast -Crete ,.7r 12.. /U3 y - Q pages, prepared Af L�:ria Calculationsfor Cast L ete dated 05 9 2 Ip g F P y g D. QUALITY ASSURANCEy N _ . N 1, B Miami -Dade County Department o Regulatory and Economic Resources RER , a Pa } + t J C,4 � O fU e., -- fails to meet the requirements of the applicable building code. q pp � Parrino, P.E., signed and seared by CraigParrino, P.E, $n 1. B tU,1'icztnz-1?aafe County Department a Perattin Environment, czna� Regulatory Affairs. y p of -Permitting, This product is approved as described herein and has been designed to l with the High Velocity Hurricane, p pp gn comply g ty e 2. Calcidations f or Cast -Crete Lintels„ dated 0.5129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E.E" E. MATERIAL CERTIFICATIONS MATERIAL CERTIFICATIONS 1. None. ax Zane of the Florida Building Code. 1' Alone, DESCRIPTION. (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION- F. C1`I"HER �. ._ . ,�^�^a� . (, ,, APPROVAL AI:� I1CiCiJI�'IE..Ni'. �?'.r�wliig �1t�, Fia4612, titled Precast and Prestressed Lintel Details", sheet] �f 1, z' Precast Lamers revised of 1' I. zrara 5'vst�nz Manual or Cast Crete Machine Made P s � '�' r -f F. t�TICETt. _ Letter a Cast -Crete t 1 z and sealed Craig .�. .� t�. a72 St Crete USA, ..rift~., dated 081 912014, signed S by � a g s+.. prepared by Craig Perrino, �»�., dated March 24, DO�I� and. Drawing No. IrT'4fr12, !/flit! "Cast -Crete � � 12 2UO2. - � are � r ra. o .aced FE ,rzaa 03 2012. sa lied Arad se d ,r. �e2`t�'r y�'1�Tf2 Gist � let �ti �3t7 tt iT, d rJ 7"y r _ .� 77__ �/ _y ry ,. a tJL he r:d z�aald %� d' L �at ;ra. Pa"lrrTkZti' P.E. CL'Yta az Gt7ar2 lzance wa t Flta a a B t CTC3 � t114 E av , e �a r� e a C1 � Lintel Safe Load Tables",sheets 1 through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2t}43, last .2. Cast -Crete uali sterol Manual err Prestressed Products dated 2002. � �^ � by Craig Parrino, P.E:, certtfying compliance with the Florida 13zatldarrg Ca?de; 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER I'I+EV;9[OUS APPROVAL ;K# 17-08 1, S "- Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. Fi34612, titled "Precast and Prestressed Lintel Details"; sheet 1 of 1, A. DRAWINGS LABELING: Each lintel h permanent • .- I.. shall bear a p anent label with the manufacturer's mane or logo end the Miami -Dade prepared by Craig Parrina, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County lags. "Cast -Crete 4" 6" alp 12" Lintel Safe Load Tables`, sheets 1 through 3 of 3, prepared by L None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Perrino, P.E., doted Marcia 24,; 2003, mist revision dated March 11, 200R. I3 TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performarnce of this product. B. TESTS 1, !vatic. L None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P' E 1. None: C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any CALCULATIONS 1, Nolte. D. QUALITY ASSURANCE product, for sales, advertising or any tither purposes shall automatically terminate this NOA, Failure to comply with. 1. Miami -Dade Caen Department tf Regulatory and Economic Resources (RER y �' p .�)LL mi any section of this NOA shall be cause for termination and removal of NOA. 1. Noaie. D• QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Departmentcif Regulatory and Economic Resources (REI, . 1, None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER , ` INSPECTION:A ccapy of this entire l';l#�A shall be provided to the user by the manufacturer or its distributors and E, MATERIAL CERTIFICATIONS 1. None. 1: Compliance Letter with the Florida L3taildzzzg Caade, 2017 Edition, issued by Cast - shall be available for Inspection at the job site at the request of the Building Official. L Alone. Crete USA, Inc.,, dated 08108117 signed C1 sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, -3, E-4 and rl f`F`^»I? g as well aS approval documentmentioned abcave. submitted documentation Was reviewed by H lmy A. Maker, P.E., M.S. A. Ma ar, P.E., M.S. gutcelmnilrol elmy A. Makar, P.1E., M.S. elmy A. akar, P.E., M.S..The NOA No. 20-0 a Pro Section Supervisor NOA No. 20-0630,15 Prot Control'Section, Supervisor NO No. 20--0s31l.1 Product {Control Section Supervisor 1' OA No. 20-0630.15 riu i > ccrtiMsx �. `a' .15 Expiration Date: 09/11/2023 Expiration Date. 09/11/2023 Expiration Date: 9,9/1l/2023 Expiration Bate; 09/11/2023 Approval Data 08a'20/2020 Approval pp Date; 08/20/2020 Approval Date: 08/20/2020 Approval Date; 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. .None. 1. None. C. CALCULATIONS C, CALCULATIONS (D 1. None. 1, None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By is nd-Dade County Deparrtment of Regulatory and Economic Resources (R R). 1. Ay Miami -Dade County Department a_f °Regulatory mid Economic Resources (.I ).. E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS.,� 1. None! I. None. Q� F. OTITER F. OTHER U) 1. Compliance Letter with the Florida Building Cade, 2017 Edition, issued by Cast- L ComplianceLetterwith the Florida Building Code, 2017 Edition, issued by Cast- � U) Crete USA, Inc., dated 08108117, signed & sealed by Cram'' Parrino, P.F. Crete USA, Inc., dated 0&10 117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PRE '�' IOU APPRC' VAL # 19-0130.14 2. Compliance Letter with the Florida BuildingCode, 2020 Edition. issued by C`ast- A. DRAWINGS Crete �fl, Inc„ dated 06/I I120, sXgr2ed cl'a sealed by Craig Pcrrrino, P.E.O L Drawing No. Fi4612, titled "Precast and Prestressed lintel Details`, sheet 1 of > L L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL LT 4 12, titled "Cast -Crete 4", 611 & 1.2 " Intel SO Load Tables"; sheets r O through 3 of 3, prepared by Cram:' Parrino, P. E, dated March 24, 2003, last � -6-0 revision dated June 12, 2014, ,all signed and sealed by Craig Parrino, P. E:, on 0 January 22, 2019. � =3 B. TESTS 0 O I. None, CL C. CALCULATIONS Q 1. Ntarte, D. QUALITY .ASSURANCE � M� L By Miami -Dade County Department of Regulatory and Economic Resources (RM. - E. MATERIAL CERTIFICATIONS 1. None. F. OTHER I. Article of C'trnversze'naftar ci name change: O L W (:Afe my A. Mahar, P.E., M.S. "" %1elizi A. Makar, P.E., M.S. z Product Control Section Supervisor Product Control Section Supervisor J NOA No20-0630.15 NOA No. 20-0630.15 Z Expiration Date. 09/11/202:3 Expiration Date: 0911112023 Q Approval Date: 08120/2020 Approval Date. 0812012020 --� E-4 E-5 d SHEET NO. March 6, 2023 PA 1.5 I ILI ECO tritil / : --Im- C \_1 - TILLIT TESTING & ENGINEERING COMPANY — -- - - , --- WATTPR A- TILITT, JR., RE, wtecoaaol CCITT �11. ZE. L;�� Sl,'14 147 P, C 't tj. N"_ 15O 16 7 I 9I 1 PRODUCT EVALLIATION-RE-POW REPORT NO.: 20-0728.01 DATE, July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY- Stdrrn Parl PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- Q1QbaLRIPkkQtIAn-Pr-0-4V91-LW- 4800 S.W, 5 1 Street Davie, Florida33314 I.PUREM-OF-E-VIALUATION: This is a Product Evaluation Report issured by Walter A. T11111t, Jr., P.E. {$ystem ID # I 906) to the Global Protection Products, LLC, Rule Chapter No. 6 1 G20-3, Method 11 D of the Florida Depa rtmont of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2.. EVIDENK;E SUBMITTEM 2A,FR9P-U9TEVA-LUAT ON , A 130CUMEN I-tiiii I ,. Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE121, sheets 1 thru 26 of 26 prepared by Tifteco, Inc,; signed and scaled by Walter A. Tillit, Jr�, P,E.; dated 07/28/2020. This drawing It an integral part o Plis Evaluation Report, , O%PNIV I 00 , . I I ..... .., .1 I ., ", 11 -- ., - - . I , 1, _ "L - - - . , E �. �_ 7� - - - . � . . -- - --�-- -- :7 - *. S -7/ 11 --- - -1 : �!' Ni 4 � a - , .� � I *' ! = � , ., I I .. - = , -- 1 i � �'. I-— - . - � � �% 11�,J� ., 0" A -1 . . � . "-1.1 -, - �ep'lu�. " � , 1-15 li, Z-1i" , I - '� 1. �/, - � 6355 N.W. 36th Stnoet, Suite 305, Miami, Florida 13166 - Phonil (305) 87 30 'tow", , " N fooll i 2 2,2 - T- E-111-R-F- P 0 RT $; Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc,, Reports # 96-569 dated 08/0911 996, 06-570 dated 0911811996, '996-T30 dated 09/2011996, all three sigped and sealed by Hector M, Medina, P-E., Fenestration TeSting LaboratoryT Inc. reports * 2032 dated 0411611998 and # 2126 dated 1010:5/1098 witnessed by Gilbert Diamond, P,E, and Report No. 0219-01-09, dated March 4, 2009, signed and sealed by Ecimundo LarVespaida, P,E� and Henry Haftem, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 1Z, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENAIN ERINO CALgULil On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and IF accordance with Section 1616 of the Flon'da Building Code, Calculations prepared byTiRocio, Inc., dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.�, 3. 111il E IMPACT RESISTANCE: Large missile Impact undersection 1026 of the Florida Building Code, as per TAS 101 Protocol. 4-,WND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 8, 10, 14I 15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, I 0, I 1, 14, 15, 17, 18l 19,20 26 and 26 of 26, of Product Evaluation DoCument (P-E,D,), drawing No. 20-176. 15-11!I AATIQN- Installation shall be perfornled strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20,2�, 24and 26 of 26, of Product Evalual Document (P,E,D.), drawing No. 20-176. Minimum separafion to glass shall be as indicated on sheets 8, 14,16, 25 and 26 of 26� of Product Evaluation Document (RED.), drawing No. 20l 0%,kilt'sIN01rilry"I �� A� T1,Q1,Ne, .,O,'�-\ ,-,/!" ,..� .. , ,lv . - T' -ii . ,l,\P, E N Se' . S , �. �� Ill � , lll�,E-' � � �- <7��ioen�—'�-4---N6.744157 ';' 1-�' � ---"-- I 9 , -- �� I * I = ' 'Z-�4 t * -T __:�' ' SO-'- _ .-._ STAT11 OF - ,-� CII Z -11 X I it, �-*;r '. 0�,,.� ov3l �-',-\,- f ",, r�, 'q� $1 , , ",,,� '81G'NAL'�l I'll N ,s,10HtIIJIIIIkI1`,A� . ---- ,Q&Na& NOTES- IS ZT) 04 CASE THAT PRECi Li OR PRECAST CONCRETE RAMELI S, SVl OR WOOD BOARDS Be FO)NA ON THE 0","L2g,-4M"A=W-=&MaLWIl ICK43liNG WALL, AM14M $Hl RE LONC CNOTATIA 'to REACH IRE, MAIN STRIIIETURE 8EI14NO SUCH FTAWELE� I STORM PANEL SHOWN ON THIS PRODUCT VALUAIMM DO�UMEA,t VE CMAPUA �, Mtr.ORASE SHAJ, RE AS MENTIONED lN EL�j ANO rk &2), , Fri HAS DEST, l rOp h r Y4 ACCORV,Al tor. THE '4,02C (IV, EDITION) OF THE FLORIDA SUILD[Nd COCC, It) V .Y�=Lswi DESCH "NO WADE SHALL BE DETERM)ARD AS PER SMllOR'IRZO OF THE ABOVE MENTIONED COW. RED BY 0 W, Bull INC i'09 * WIND, SPEED A, REQUIRED BY 114' 4URMICTION WHERE THESE SHUTTERS "I BE INSTAU-CID AND - #14-10 OANEL44TE PENALE IV Ago PANEL"TE PLUS ANKAA(Al AS M&NUMOTURSO BY OTT) CONCTRUCTIl PRODUCTS FOR A o[REMLAPIffy FACTOR i V$*C ASEE 7-1 6 940 SHALL NOT EXCITIS IFF MAXIMUM (A,Sl - 1/4'0 LAC SCREWS PER N V.S. DESIGN PRUSURI RADNOR P401OA)TO 04 SHEETS 7 THRU, 1Z 14, IS, 16L is a 20. - 7/14'z - SIr *Pot 00OIll AS DISTRIOUTED BY AU- POINT SCREW, IAXT & SPECi CO, IN ORDER TO VERIFY THE ABOW CONOl ULTIMATE DESISK Vil LOADS OCTEIVAINED PER Asti Y-16 SHALL BE: TAM, DEDUCED TO XA&U, OESITIN WIND LOADS BY MULTPLIM Itil BY OF IN ORDEF TO C, 1"' WARIER THREADED PSNCTDAlIOM APIC WOOD OF TAPEOP Al SHALL K I I/,- ARID 2- MR ELIO PANrENATC FILLS, COMPARE VIESE Wf VAX li DESIGN PPESSURE RATTROS INDICATED OR SHECTS I THRU 17, 14, 1% 16, 19 & 70 ANC, PARELTAItil FIR'SLE Ir1r IN ORDER TO VERIFYTHA3 ANCHORS ON THIS RED, AS Til WERE NOT MR SDIl A 53TT INCREASE IN ALLOWABLE C 2) VEAPAUV TURMED FrurFRATON Of LAS SCRM KDD lHE Wool, FR-Ail UNr %W1 at 7 11r No r-F.fAl PENETRATION Ill Stl SNAL�i BE CONSIOCRIC) AS PART O� THE REQUIRED THREATECI FEVCTVAT!OR- . , STRESS TOP Vill'i LOADS WAS V,L USED IN THEIR MALMS FASTENERS SPAC941 TO WOOD HAS BEEN OETERNONED iN ACCORICAVITS WUH NwOE 20"& C 3) MINIMUM FOOT DISTANCE OF 1AC SCRi INIQ WOOD SHALL 51 AS TNCICYTM iN TAK.- DRAWOCC STOW PAl AITEOU" FOR. IMPACT Alit; WIND RCM�IETANCE I94 BEEN VERIFIED 94 ACCORDAINCE WITH SECTiON L626 OF THE ADM MENTIONED CODE AS PER HURRICANE ENCIREEFENC 4 TESTING WC� REP9FIR 5(i-5$9, 96-570 & 96-T30 AND C 4) MIXOARV PEACTFATION f�F WCOO BURNING SHALL LIE 5/8' 1/4' 20 SCRi USED 5-14AU, BE 1 112' LOW; MINIMUM PENESTRAl IMR40 LAB INC, NIEFORTS #2032 A, #212e . AS PROTOCOLS TAS-201, TAS-202 AND TAS-,03 SHOULD Sri EXIST AND I' MINIMUM FOR Al W1F,J NO STUCCO� AS WM AS AMERCY'Al IM LAN Or SOUTH FLORIDA REPORT #07, ISLOI-Ol AS FICE TAS 201, TAS 2OZ AND TAS AT3 STANDARDS. C5) IN CASE THAI PRECAST SPOKE, OR PRECAST CONCRETE PANELS, SFD=C, OR WOW BOARD$ a., POUND TOM TRE ExiSHAS WALL ANCHORS 1"I ENT LONIG ENOWH TO REACH TR4 WAN STRUCTURE sETITNO SK8 PANELS 2 ALI- AWMINUM EXTRUSIONS TO BE 606-T6 ALI-GY AND TEMPER, Willi OtHODMISS NOTED), SEE SHEET Z AINCHORACE SHl SE AS MEAMICIRM IN Cl), C.2) A, CII) 1 ALI- ALUMINUM Stl it"AL USSR VI CI.OSUPES SRAL-1 HAVE �f()5-HJ4 ALLQY� (TO ANCHORS EIRk, BE �NSTAl FOLLOWING ALL OF THE RECOMMERDATIVINS NOT SpevriCATIONS 0,` THE ANIC,X)l MANUFACTUPCIl A ALL STEEL SHEET ME74 PANELS SIWI HAVE SPIAl")RAL QUALITY STEEL, ASTIM A-651 GRATE I ENNIMLIM. C-60 CIA,LVANIFED STEEL CESKNATION W,ITY- Sl W �AFTFA ROLLM, 15 PAHEIS MAY All BE INSTALLM HORRIATALly MiLt,01046 NSI[ALLATION Dil SHOWN Oft SECTOR 3 T%RWSI, 10 (CHEM ,; 1HROATCH 6) ticfm TPAT NTAETTr.Q&Q "Ll. P40T BE OSEZ, 6 ALL SCREWS TA ,BE SiAINLESS STEEL M4 OR 316 NET SERIES OR CORROSION RESISTANT COATED CARBON SIT" AS PER 9 Tl SHALL FK THE RESPONSYEILITY OF THE SONTRACTOP 10 VERIFY THE SOUNDNESS OF THE STRUCTiFE WHERE SHUTTER IS TO BE CAN SOOJB W/ 50 4,6 YIE10 STRENGTH AND to W TENSIL" STRENGTH & SIVJU COMPLY W/ RORICA SIALD)No CODE SECTION 2- 3�)A, ATTACHED TO INSURE PROPLN ANCHORAGE, THIS SHUTTER SHIALL ONLY BE ATIACHED TO CONSAM al OR WCOI) FRAMF 51MVIOUS 6 00l TO BE A,1W A-307 GALVAND STEEL, 90 AISI .�04 SERIES SIATNUSS STEEL WITH To i MINIMUM Yll SIRENUIH IB MH RECVLAR $TORSI PANEL WITH LENGIRS OVER W-a THROUGH 12'-*', AS PEO SECTIONSE, O, 8� 9 A, 10 ABC ALTEWITNES BW, I ANCHORS 70 WALL SHALL BE AS FOLLOWS $W & " OW ON SHEETS 5, S A 12 AESPFC7TVEVI� SHAI HAVE A LEofBAX AND READILY VJ1`SLF NATIONS INSTRUCTING OWNER OR YCNMT� TO StCURS PAHl V6114 APPi REROORCEMEN1 OURING PEAKICS OF 4VRMCANF WMNNO (4) IV .CR1,iNC-E2JSWC-QNl I I THE W$TAUATION COMITE4TO 1`Z IS SL44`OAiJILK ALL $LTUTWR COMPONENT EVCES AHCH REMAIN N NOHOW'S LOPSACf WITH - At ANCHORS AS MANUTACTURFIT By IT R SUILDEX, X, (hit,, ll'3192 ;) -i/1.0 TAM' IF Tut BUILDING TO Ill MoDIRRA, IAl - 1/4' - � 7/8' F&�-04 ANCI4PPS. 'IS MANUFACTURED BY OSWALT PIC (Ml V�OQO p,..,,) - 1/A-. Ve 5OLTO-SET ANCHORS. AS DISTRIBIVIED BY ALI POINT SCRLIN, ROLT * SPECIALTY COL I 2 STORM PAN-�L DISLA"ITON SHALL COMPLY WTOL SPECS 9NOEA-,ED Yi THS, ORWAINU PLUS My BUIUANS 464D ZONLIA7, REMILATIONS 4! (M." -3000 l PROVIDED of THE JURISDICTION WHITIC PERMIlf is APPLIED to - illIS PANEENATE FEMALE ITT & PANETMAIM PLUS ANCHOEll AS WINUFAMl BY i OONSIRU00114 PRODUCTS -ON 000UMENT l PREP44,T) BY THIS MCIREiR Is SPHERIC AN12 COP5 NM PR"DE l"loTA N 4 N� F`�35O P � I� W THIS PREFOUCT fNALLATI Ml - I/e. CA' T�P--R,I 40040AS, AS WiOLIMtUfto ST TRU-FA57 CEIRPORATION Q'3600 P-) POE A SFT. SPECIFIC RtOJECT, 1- WHERE INC SIT CONl CENIATC PROM TRC PE,D A. 1) MINIMUM SMSEDMEN1 OF TAP'ODN ANCHORS INIO POl CNCRETE SHALL BE 1 ,�/Il 2' iOR PIN"t"I'MAIIE FIDAN1 (0 CONTRACTOR Ili BIT RCSPONSill iOR IHE SEIIMTION� PURCHASt AND INSTAUARDIN 11KI,V001IS L'IE SAFETY OF THIS PHl "ED ON THIS PE,O, FIR"Wrow Ht/%Iz Dom NOT Dl rRos THE Cowniol WAfLEO OA4 -ol DOCUIgilT TO AND HANEMALTE PLUS AND I f/e FOR EF TAP-Ofilr ANCHORS COPOTRUCTICA, SAFETY AT ENE IS THE CONTPACTW" RESPONSIPMAY A. 2) CALK-114 A, SCUD-STI, WHERE SHALL BE IDARl 7/8' ME n'rE FOURETE CONCRETE NO EMBEDMENT 114TO I F) THIS PRODUCT CVAEUAMON 00CUMCWT Will BE TONSIPERED INWALID if MoIVFIEB STUCOO SHALL BE PERMITTED 1/4� 020 SCREWS LISED SHALL BE I 1/2' EEKAV MINIMUM SHOULD STUCCO ERBT. , " MI WUM FCR WALT5 WITH NO SlUW.C. AW Ml BE HLAOCU SCREWS RYREADED SCREWS W10 HEAD, CXOrC WHCH W! BE OME 1HE Nt, N ' OR �L (di SITE SPEXIFIC PRI.MEM 1INAU BE PREPAREIT 01 A FLORIDA REGISTERED ENKAWER 0. AR , - T LL C HOT WITH OANG NUTS ONOWEER Or RECORD IlL I IT R E PROJECT AND WHO WILL $T RESPONSSLE FOR IKE P,Z� C%C04 PROPER USE OF THE , OF RECORD, ACONC AS A COLEOATED FN014ZER TA IUE 0 el�r CtIBAP to IIA A �! IN CISE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS, STVCC0 ,DR WOW DOARDS K FOUND ON T49 F'.E IT VAIGNIFER. SHALL _ S IAM11 THE 'IT 5IMCIPIC ORNWING5 FOR REVIEW EXISTIls WALL Cil FLOOR. MCNOPS SHALL BE LONG Moul TO REACH TIRE MAN 5BILJOTLIfir BEHIND sUl PANCLS ANCHORACE SHAU BE AS MENTIONED IN A I) AND � A 2? (A) MIS PX D SNkl BEAR THE DATE AND 011 SFAL AM SIGNATURE Of THE PROFESSIONAI Mll OF RECORD "'T PREPARED IT. (8) IQ-izwla-aftzE,�L��NA,J.-,-AgM-�"P I As MATICTACIUREV ITY I I W SULDEX, TAC SHUTTER - OCA A IS IT - /e # TAP-04 ANCHORS 11 MARUFAICTURER'S LAi Il BE LOCATED ON 6 READILY MSIBLE L TON T St O f/4' 0 � 7/b, CAL,t�(N ANCHORS, AS AMARACTURED, BY DrYl INC� OWN. II-1500 p-,; PANEL SHUTTER IN ACCORDANCE WIl SECTION Pill OF f"LORIDA SUil Cov ONE LABEL SH" AS PLACED FOR EVERY OPIJ*Nl LAPF1.04C TO COVP`Y Wiq SM3TOM 1709B 2 'or �K - I/&- 0 � ,�/e SOUD-SEF ANCOORIS, AS DISTRIBUTED EY ALL PORC SCREW. EMT a SPECALIY Co R.Cill aULDINC CODE (MIN *'-ISM V'.�,) 1 DRAWING 5 1 - 0 I, - , U PANELPAPE rEONIS I0 AND PO4ELOATZ PLUS ANCAIDRS, A$ MANUFACTURED BY ELCO CONSTRUCTtoft , HALL I "IS � t,.Y I �,-)M'..-,. P OBTAIN PERMITS . AN"i (MIN V-2071 ,,�I) A, *Ili it 11st'l - - I 14' 9 CF TAP-CRIF ANCHORS, AS MMu&ACTLli BY TFW-FANI CORPORATION . I , ,, , .1 � - . 9 I) MINIMUM EMBEDMENT L� TAISCON ANCHORS, ELCO PANakti AND ICE TAP-O,RiP ANCHOR. Iwo ME C ." � . � � . A� FLORIDA BUILDING CODE (High Velocity H-Tiow. ZD.W) BIWA JNO -NA4 OF l I/e �. .R`W` TIU� W r�, , 21F " ... � I 1 20 GAGE GALVANIZED STEEL STORM PANEL � . *� O&IAF, 0', ET 011 CALA-M & SOUD111 ANCHORS IRIN-L BE EMKODED 7/9, INTO THE CCIACRETE 6_ww UNIT NO a AgCQ 167 ., = --- ,— ,--- - -- INTO 5ructo FRi't BE PERMITTED �jv 4-20 SCSEVS QSEC- Erw%t a t ��w .,ONe, WMlMuV =23 1 � - - I IN11i PROTECTION PRODUCTS, LLC� "0\ EXIST, AND , , Milil 9OR YEWS WRHI *1 %T`UCrO I I ,.-, / _r, ' - - ,-,� IGLOSAL I` STA OF L-rE C ,,, So" . r!!!-1"1: - .W ILW 51 vlwrl ---M-- -- --, -- -- L- - - - VINW.URAUT CoAIv." I - A "priffigi L, UO 1 L � A— -1 - , ff V WA � A. - MA WARA � .1 ... TF, ,=1 20-176 - -0, "i � - PW,A, f.0 *,;-;;A F,W W - I - OR ll)P, �, , FAt 11.)ew , , , 1� - ,� � - - '. 2n, - M IiAl vkk't �tiAwUo6AATuAAXm,, tk-oc .g !%!! =��n il�! wl,�,�13101,,A "o WALTDI A. *U Al, PC M �2E��H 10R , I I - i - =-- - ��Us I . A_�, AT - W, I - -- I I IIN ----I 'ALLATION DETAILS FOR REGULAR FiAlti & J'A I INM EXISTINq--POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,,.,,,.,. (Ea U: ON CONCRETE ANCROM I SHEETS. THIMM. S) V CONCRETE W-41,01S, Baku o.— SIRM . lRBoul ity 1 �:` # Isa SC .A , I i r7l - ) iz! ' * � `F, .�� /11 1/4- 13== 1-1 \ - --1.1'. � 1 -ILD, EXISTING P 1i CONCRETE =941i ,A I.,1 11 . -A'�� 1� , ", 1�� , ft� 111 I I I ClAt.ft-Ni AKOWARS -1 I�N WE G P - r � � SH117S a THROUCH RF � i k�!) CONCRETE 'ATWEl \ ��\,�, - (SIDE StAeov, OR "" I - �_4,; 11 , --\ - ; t,- MA - ,,Z� I C --I � I' AD- , �k�-. , 't-,- i,-- �' - i C-WAIA., - 4 , , /2, i - r , IN , I - - � . - ft 1� 111 _J �1�11 . T lie I I ---r-r, , -----� I . AV �E.All L-L,�, : �L -:��, � - ,,,, i I -- , i ; - - I -Q` � T --",---4 - -- --- -- -I Wi,,tFOLNITF E b ,�N S��, ! I I� I I 1 � I I t4� I - - I, , I i ; 4 -�, t -41 - a, � ir, � 0 IV � � ; 2 `WOUPTI), I " I ,I - It I . I 130 I i a.-, � DUMB, PC' - � - . , i , I I - ii .-- 'I , ��.,, 11-, RE 1 , , LI I ,�'. , � 1. ", � i �L,Li,, �L-��,�,�," - I f 4 i I 1 - 'j-'a-ACir . 0 I , av �� I I 6 I I 1 1� �01 6 i W ttowwa I 16 WF.W o 9 g ,��ii A, f i U, ,�r Q�- i 1 ,� Ile at I -i =T 11 , I I = 9DAEl I I av I I . P. %-&A" , 'P .. ,LA� -, , : 1, .AW I � n =J I Z.i .-- 1 - �H,. M M=N -- I MOU,wI : C, �,� - , � I I li r V Q'IBS, I 9 I , I - I � 11 I � � . I V I � -., � I - ,� - - , 9 I i I =-11 I I I I =---�� I I I � � I i I ,�, - - , I I -1 � 1'1,� I � - � I - - t I � � -1 I i [-�,) i - - � i 9 i I I ; I I I 1 1 I 1 1 8 i !I ! 1 ,,-- : 1��, �� ' ' " � ';�� I ` - �7 L I � 77 : 4 I I .1 I I �K��,-��-,�- I � - : i 1, i I I ; � , "I � - , �7K,;�,- , � 1� , - � 1� ` , " " : s , -14*= A ''I "I I I I "/ , , I i - 9 � � I . W;Z"; � I : , L � z i -TWz- I 1 --,-,.="; - � 1-1� ? �� - �B. I - I 1 EX'SiTHO POCNDI , I . I , , 11"' -AM DR � W*Irl COW - � -, L, -: � I - f, I'- - 4 � ` - I i, : - r! , , r -,"D. ,� ,BSPAA; POW conNo Mu i LO , I - �A,--, HER - , D "", I ITONCRETT OR "' - 1 12 Irr O� - �, CONCRETE Bull "I --* " -I- AFQOT?FD I` Ul I/A- .r- I'll I I I � I i I ,---" A . - I— - - 11 I— -1 , I CONCRETE BLOCK , CORCAET, X �, � "�� 1�� FOXWEIL - I - I 4 -C�- -- -- I -T- I �1- 9 n, " I - - ,4 4;-p -- " - � - r, 1� - ,Z -.,- - - : Z" ; - , — - ", REOWRED, `� ,,n-��--,,,,,;7;s,7-\ " �"��- k --CE -, I � "I". , ,� C ,�,� 1".. I - C I EF" ;"�7 , , � �tl 11 " J , I --� P. Ii. 1� vli� I �� ii 111- COW I 11 'All - ,� " �`�, - ` N"- .. -aff tr , ,--- -1/1 'I'v- !,� t, REQUIRED rl-� )*4 1 11:1 I � eq�g I ITINCREJE ANCHM " I 511.1; W/ , I � 4:� .., . q) - ,� WNCRIFFE "NoWil , `.O. - 'N (SEE Rcml DN- -- ", -11 - � � I IY;MACDE AWTHOlE-, ! Wiff.'ri CONCwt NAl �� ,y-. - ��,,'T �7y , - , 1� .V, , il Cii StRoxILE - . UAA, ski . "' IIATIO" SCHEME ON El, a THAIDUE, il� %om a THINTAR, 9" 1`i �, SHURS A 1HATKIP, 01 #I 9:� l I'll, . NTING - 1 - OUNTINO ","", I- MOURM t: 'IlAs - i SCALP I 9.11 � V-00" ��, 4 SCALE 3/8.1. . II - 1 - - � ... T -- � -1 - I , 'I I I B _to I % W". I I I i -1`.I i I .1 - -,- i --- -i --- �, _- -9, F-VI - EWE DISTANCE ODE' SCHEDULE ON SHCEM a Ai 9) I I . RUAi, I 9 i I , I � t ... Awi - , -AN-1- WL"-L��' , ri we , I i DOPY SIM 0 1 i - 4 I2 l"t Ole 10 i I !?NF ! I � � �J I - I '�� ORINIONNIN, TOP a BOTTOM MCU"l CAN BE A No's COM81NM IN AW WAY TO 5VIT ANY e.A rfij ,%, INSTALLATICIN .. I L 's - , lill ,, V�, -. 0i . " " �s ',,'�j �5�n,,Z3��'�', �-`-�� , , - � ,,, � , '� ,��, - "',� � , - - S , 11 � 1,z I �� tivsi�-.4%_ - -� I ..� X FLORIDA BUILDING CODE (HIgh voiloolty "Urricone Zone) =WOUR� - 1`1 " - i7,/Alt, ---t --CO --�� I- il — I'll - - - -- ---"---- I * r, ,� S lzwlo� �20w, FF, RDOLMOL MYCRM ANCHORS -E -, * 4 E 20 GAGE GALVANIZED STEEL STORM PANEL NA W ,"� -rw SCHDIALE , ��, SH�. R=VV,,Tt = �O, r �� * i I- %". JJIF E:�AI -f 1-"r —, SAL PROTECTION PRODUCTS, U.C. ,�C � - , / L ,E C 0,.,, \ OLD � 7RI4 — .',I -- . CEILING AND EIlMMWMhQ SECTION 7 A �. 4APT S*� 51 STRIM rrrr - 65S�ll ilmr�w rAVIE TL 33314 "PE DBl " A L t %-AV`Y-4F-dAA` - AM, W, - OW-15-A Im li",I)INS-Ill 20-176 SCALE 3/8-11 —, - OWS .I-,- - ItHrRIF,w-'-�-'I" �,Wj,, � Ch-ollw" -:4- i i '', �i,---r---T---.-T------T -- I -- ':.4 � W ., P.E -� - 0 .. . n�ll � Amu a A IBM I OF a, , , MOMIC r "All 3 6. MATERIAL CHARACTERISTICS AND-SPEMICA—WIft- Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D), drawing No.20-176. Anchor specifications shall be as indicated on shill 1, 7 and 21 of 26, of Product Evaluation Document (RE,D.), drawing No. 20-176, 7. LIMITATIONS AND CONDITIQR$ OEMSE- I - -- 7A. Shall be strictly inicompliance with Garieral.Notes No. 1, 8thrU 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thrui 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 2ol prepared by Tillocci Inc, and signed and sealed by Walter A. Tillit, Jr., P,E. 7.2. Product May be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7� 3, Product shall I only be installed Into poured concrete, concrete block, and wood fra me structures. I Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167). Preslderl ofTlItil Inc, (Florida CA-0006719), VVAnL D�� TILTECO AOMON RIECORD8 � P. E. RSPORT-20 k Gi PROTECTION PRODLl LLC � 20 GAGE GALVANIZED STEEL STORM PAl Willi *PO�-F?B', REPORT# 20-072&01 ..... - ; -,. -- -- � -- � � I �, -1-lpo- ,� � " , � I ; � F - ,-T.�Jk - -- - �`A�2 � i I Ir I U � � fe � `�� - -�" 210,00. , *,, - It I ,� V" -.7 lyp *1 I -Hiram L 11 - -1:W. A, - , , ,-,--- I ---- 1-1 I I I I �� - - K* 0 ,,, -, P" -* I I WALTERA. FILLIT, M, !�E, filto"(jaOI.Com RRODUCT EVALUA110NAEPORI i,FT31R TA-14, 4461 CA. "AMR, ��. Aull V REPORT NO.., 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUP -CATEGORY. Storm Panels PRODUCT NAME: , 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glo al Pyotoollplin-Ptoducts-I= 4WO S.W. 51 Street , Deli Flol 33314 1, PURPOSE OF EVALUAIIQN:L This is a Product Evaluation Report Issued by Walter X TIIIlt, Jr., P.S. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No, 61620-3, Method AID of the Florida Department of Business and Professional Regulation. This produpt Is being issued an Evaluation Report as desofibed herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended aft least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. P 0 A-QUCT EVALUATION DOCUMENT iiii1i Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,,- dated 0712712020. This drawing is an integ*tril�tffffi"Is Evaluation Report, 0 ) 'O"Y". -, ., � �!�4; ' 67 1-, ,�,IIYRO, ll NX 36th Sol SUite 305, Miami, Florida 33166 - PholDil (305) 871- COMPONENTS -F-QR REGULAR & LIFE SAFETY SIQR_K_PANM (SCALE 1/2-1 -) -1 - I I - I -- -1 I I 5� I W (TOTAL WKYll -- - - -- - � - - - - - - , - , --- � - I—— � 1-111-I.- I 15,11he rJORAL WIDTH)— - - -------- - -- 12,600' (VIFECTIVE W1074111111 - - 11.1 I—- -.11-111--l-1-17 I I - � -- ---- � 16 l/.1, - I � � 1i 1 .---11 � I I 1 -I-3lDoT-- - ,,�Eol : �,'� $W 1 1 t �� 5W - I , , I I I ,,, P* Y i X- 113W -, *�;i " THICK I- I,1W - ,��v I I � , � � I I- , 1 'I, I I � I I " 19 �' �, ----- T vg�z AS I � QALVAF "MI , X 1�` - ' , , // I N/ *a- '� ��/--77�' , AV 0 Ill � - r , - , t, " -- 1 "Is, ED ,,,, _6 7 I A �� NRt- T ��a I " - WIM ' , ' ' I'M So -r ED Tr", .�', / � - tii�, 2�'657- 11�1 V __ , /'�'a,---:B��;�..C� t 1, I " � , , PlI.- I'MEk-, - ASTV A %� I � : , . 'l -651 , � "�;� � I ` I- T .z -1 Ml � , ., ClASTE ED A.. WAR. A I \ I , I � . �f � EALY, I , No�l 1, "I 1�0411. A �1. I , .L .'��!- " \./ [ - - I - I � , "I . 11 , - - -- - �1- I , I 48.8, . I ,� I �, AT I � --"-,I - 1,3', �1-11ilo -J 1-,,�j , - ---IL2W--------------, (1) EDAIILYAN" 4 END =RM PANEL "I-,,-- ,,- I '� PAMI I W LP . I ,,,,,,,' 11 "�'., �, � - i W" 41AMM"iyo�'. I , 11, , I--,' ,,;Ie� -, 11- I .ar ,,,�_, , I 1!�t� �- - - 1, I - , �r " I - � -� *0,60- � /11 �. � - - ,�" ,�., ,��,,,&�,- ,I- - - I , �4,250-" --- ,- I I , 1� HIMME"-_ - - - � /;� -, , IRAN= WRNM * ENOS Of PANIEL'S LAID Lip W/ HDAIAM mor� (N-T S) VhRlm SEX W" ,/14 A 2/14 W LoW, Listnj;L!j3Ll��Lti�:,q @�� 2,187'- - ,too' i�,-* -� ?!Al, - 13/4 I SIV -i �5 AMI-20, - L k I., I - - : � , 'IS Irl MWIRlES 111, I I ; - - -- ,5 , i I : , " , i .093, -- 'S � .0 I DO. I 1. -- 1 117- 2" � log � I � 9 - 1,�- i�,,, I � I ta I 'I'211P � , � I I,- E Iril I — -,V.l I-- -1 I 1-1 I 1-1-5. 14.1--- - -- - - � 11",� (3))! 3,P", �-2�00,l - (�) *X-Mim (�) AWU �R AMML WO =01 clHe IZ741 - I I—- � 91X MAE - 'Coe 274' -OW 7SO, - V, -, -P--, 1,31iii I C, Alle , T .104, - +- I I f 1 -1 -- I _J -1- " -A-110, * ' - - '4' ' --�- - '�" 'LB"� Sol T ""`"s - �� ,,:;�112,1` r "� - - t - ,---A-�-, "-, F 7� --- + i -Tr`l Z - IL - - - I I I Se .640, Licrri.oioi- . wv/ ;A"�t ,- . ill, .61 � I I I � 625-1 �-( - - r_� � I I I-- -, , I i ". I—— -1-111 '14 1 ; I- --iso � L 'Btre i -I 11- - I 111-1-11- I 1� � 'Bi I �671, I� i UIX6 I 1-Ur I 1P - -I I i I i 11 ,otir � Viii 1 6w , , 1 4 'I �\ ll _ IT � 'i".. f - NSF RaK` � � - I I -,w L' -- I , - , � I � 1 ,�-Oee l K "A �- -- ZDoO1------ tTYII-) ii , EY H= WASHER -�� --o", r----------,- (�) !r-MQLM= (9 AAL=-18AQK Q) FLAT MUD IlLow 11 I �B,,l C�IVAMUIIA.114.l I P" ,�44' - , '000440DIAMIN, Wn STUD I I- -, '' I t ,!_ ) , IR , �Tlt�; ,4,, , � 'i N, , ? * � � A�-11��r 4' .. -0,v� ,4 "I f '. 1EN41-All \ - ! " rr - �4* �S i Z- - . . . 37s �� 4* -. t ,-, - -II:'- - �� , N I \ : �37�7 - L , � � '*f �� 11 . - I , = , * : M FLORIDA BUILDING CODE 0119h Valloolity N , -''-- -I - *' � STATE Of -*,Z� it KAM Tx= *C- ' All 'I ' �;AMAO MOREL MENFr .,s_ -$..�, � � ti��,-tiIts- ISAIED WINs HUT , 44�11 20 GAGE GALVAN111) STEEL STOW PANEL * ax tj= --i oi�- FoRint..,*; � , Y , - 1, -- WN 4 Al-PAN11 �"�111, "I-A,-�-� � �� GWM PROTECTION PRODUCTS, U. Vriii � % �, �-- . � 7-1. lWiLS1 Imm C� ,4 1 - ` 7---;i- P10C. NOOM-75", rm HISHARS-Mia -AAK4`403.Y. USE .All NUI W/Ol I F", ."117"i WONOUTMC Fill W,f ADINTIONAL I/ j� mw� .7/iiYft3/AZ *A%AEA (STAINLICtis CA-00WHI ! - -I — . orm OR HNxEL PUFFED STEI�J� - -,,"NNURSS;ArS . I , - !=- �11 CIA, t�"I;F , zt±:=2 JMAAW - L� � � - �:��1� Jz 20-176 -- - ----I INSTALLATION DETAILS FOR REGULAR PANELSJI�)" DO CLQW?ES DETAILS RE INHWMON IN Pffln OMOEM I INTO EXISTIS9 POURED CONCREJE-Q&-CON,CRETE BLOCK-URM.CTU Q,tM 11= OR WOOD JS -� , ��, I � I I i 11 -W Oft PANCLANTE E Il "I ; -1 "10:1, a-FQR-RQ%AA&-MFEJ5AEErL,il �-�� , im - ... VIUS OR a =w CONCRETE ANC+KRE!, ---\ � " Z�, � WE SCHEMAX ON SHEET 11-41, 9) ISM SCHIDAILE CAI A . 'O ,� -- �'-1111 I , " p, I BYROW 0, SHEETS 0 , , '. r I'; - -1 I ! ��; � � Al � I , f , -, - i I - --- - - , 4 1/2' 1, A � I I . ; �1,1�� I I �, I Yo,r,.V. 1=1 , - ,I I I �� - I -y 111. i= - 42 � 4 , - I - "=-**, Pool 4, I'll I I - I P�""- - 1 1 ,4 CDAICRIBE � �- � E.I, - 0,4 1 � =2P0=%`, , , , .,�, 1) .rkw, I_& ROXAMB, � � I , .1,AT , I ��- - l" , " _;I* � , , , I - c - ,�, i (4 � , , : I , — � �- 11. 111.1 I - 74 �1 L-tzAA(* \ 1 I � 11 , t, � I I I t A�� i 9 - ,c —, I c � I Z rA0 ARE � C, 1-1, 1, . - ! IS DOWNS Pool i ,I .— -- i "Ir -�.f ;�4 : (1) A CONCRETE DR � t - W.&ILAt, 1I A-, I -- 1-9), CONCRM RocK 1 .1 I -(-1) I � KQU*=, i 6 " � I Al I 3 I i i i N , ,--- I I CA�H) a):04- 1..'. s, ."VVI: I I . - - I ,� 1:1 1. I— I a ", --= W 11 I ', I - A - I i �-,- -- - " - -- -, --- � I � I A P - I I, � ;� . ---LW-4-. .o."IFS. � I �;�]Al!lltll 01"Li I , , 1, M SCALE 3118-1- , I , P Z" -� � I 11 --I T11r I I &Z I =4 WOUDAM" Of : - I , ". PAW R,Y .101, I-- ,,� I - f 1 1 . p�,, , I =1 14r2m! - _IX -11�.-.11, ,A f - - - -I -111 W �, A 144, I = SM&At ** -1 =17,9W 1411 , L----"*Al � - �R�M. I t ,BPA-ANAlI � ,,� i) , - 1� -&SWIT I I 6 LAZ -- i Q�� -11 -10 d I 1 d ilikill 911� � I MR All - l - t -1 I 0M ,V- /�, ... r f � i I �,;i ;;, - I I AMA "AFT . , IV, - � I 1; i � I - " /, , t , , .� , I I 11 till I= i- , ---/ W* - i �-,,,-�,j',�,',,- I 4 ,� , I � A, 12 LI. OC 7 I U �- -', . 1-cfv-a�,- I -, i ;1 i i � v�.-�- I'll . I ft= � � I I - � -, i --r- - == , -, I I � -/ - S"ON, A'AgIB, ED � I '�� f - � , "I -.-l[ * I � CONCAl ON I � '-�: t � � � � , 9 cottlont -A , � rp�. � a -MAW � ,1 I i � t SCALE 3/,6�1' � I Q`W �F RCQUM �"-, I , "" "'o- -, , ��` - i 'IV, I � I IT= CA .", I- 11 - I Stile. c I COMET1E BLOCK � '� . 'Iti �-J � ASTAFROD - ---1.-iia2KI' S� I I ,I Irl", i !F� , , A - == " �1 -1J �� 11�- -, Q;L -*� HAW —-VA- "aw.gAl Ai , , , , =-AFRA , 1,�� ,�,/4 � .04 Z(*1-V11' I --, �. B," -1 A011- `� - AN=74 '- I ME 4. !F� lA I I's: F`a- � � CONCRETE AM FHDAS &��"� ,"I",, �A ,16 , 0�, KUS 04 OF TAP�-Qftll � --------,-- , , - - - , ON MS. ON .A. � PEE SHEETS 0 THINXII.H4 t s,�b a iE" , - � I I � -1 WA J �- IWILDififfmN *gMEE611111.41 - I I LN, —:7�i, I , -f-,.* I � -�Mol AMID, lNEIll 9P%V " '�-,� '-,-/1 ,- SCALE 3/8� I, SCAEE 3L/8-1- , "M Wit'" .1. � X �;,.R LFRA, CDOE OF EXISTING * NMI 1, RISE . VARi . 1/0, 5O. - EWE OWMCE I -ni CFO I OPEWMG I I IHCX ALIJM, TUDE Ott I' A (SEE SCHED LE ON � ,�, I 41 I , I SHEETS 4 IT I IrAn-f-IMAK " . �, - - -�01 IFT WOW KATIE S LAC R I / SCALE 3/te-I, I , .V&S"'i - � � A, 9) . .. ..... I � " PACER �� - ----�,�� , ,v ,� A I 11 � � I � I , � , , NEW I' WIDE A VAR0 ,I I/$' """ . i ,j) Ul =Wrl� , � I , 1� ALUM, TUBE OR I' Y VAPKS ,�,- � I 4 I I- V, WOW PLATE $PACER I � i TOP IN BOTTOM MOUNTINGS CM BE 1� I �11� I WHO TRACK 11 Ft ", , I I I COMBINED IN, ANY WAY TO SUF ANY �� I I�Wovl:lm= - . 9" elm ,j I � � --,, �,,� ,4 ! INSTALLA010ill kMI � I I 1 `,� � SHEETS a W*0UT,H 10) �IqAak C-t , � '0 4 I I I_ �-- (� ��r r i 4 ��,A �W" ::11, �, ,�A(/ i � " �.k - ; C , , FLORIDA Al � �il BUILD W ,_ ?0BY , - �� WAR ..M, � To. 4 ING CODE q!llh Veto �10 , tong Zone) - -- *sKi MCKSM -- tONCRETEi * — . - 1. CONCRETE BLOCK -%� wm=rmll,�Ln tT - 02M 1101M 01C "�, an .11*�I-i I Y220 REQUVIJW� ,,�3 ma., WAIP, 20 BABE GALVANIZED STEEL SFM PANEL Ni V., A. AEGON X=1 =*j * - 1� I : ( I_, � .TAX 3/6-1- S -� '-' ' � - / -r'.= . —. \ GLOBAL PROTECTION PRODUCTS, U.C, 'E"We"'A �Z - ' r- DATE, W8El1-ALJ9ZM lF ,P -, 5 _ Am iii 41 ,ol 11 " C;iiF,- I AiDI'l , "Wr Pl FL, =1 - . - KW- , rKHRINNI-764t, TAP, 21i , v , Niltwlt,* B, - RMACHNI'l '3� I ... r - - - ..- iii - - — � `+,Q'�7 A CA-000171H, 'AAF-AMil WAL��.. A 77%,agr P-E �� --Z�-, - . I— , - I PROVIt ROATAO-111472=1 2 Lslri�e missile impact load tests were performed under SSTID 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.6.3, per ASTM E-330. Test rliports prepared by American Testing Lab of South Florida, Report * 0814-01-01 dated 03.11 V02 witnessed by William R. Mohner, P.E., Boriz Moll RE, and Henry Hattern, P,E, and Report No. 0219,01-69, dated February 25, 2009, signed and seated by Edmundo Largaespoda, P.E. ani Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section'l 609. 1.2 of the Floridip Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11,23.01-10, dated November 23,2010, signed and sealed tty Julio FE. Gonzalez, RE, , Tensile test report No. SCM-198 by QC Metallurgical. Inc,, dated Match 13,2009 signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I Olil 318, dated December 1, 201a signed al sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2,,3-3TTiUCTURALEW01NEER[NG- -O-LCULATLONS: . - I � — On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wall as maximum anchor spacing vs. design wind load and panel I I length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code, Calculations prepared 1by Tilleco, Inc,, dated 12ti B110 and 08127113 (for this revision), signed and sealed by Waiter A Tillit, Jr., PA. 3. MISSILEJMPACT RES]$ IAN , -Cf-- Large missile impact under section 10,09.1 .2 of theFlorida BuildingCode, asper SSTD 12-199 Standard and TAS 201 � 4. VAND LOAQ"F-SISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall boas indicated on sheets 3; 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on shoots 5q,, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P, E.D.), drawing No. 20-175. 24 GageGalvanized $test Storm Panel has been verified for code compliance to work as a non -porous storm shvilter assembly, as per SSTD 12-99 Standard. EROBILCI'EVAI,IIATION-MOITNO- 20-0-27.01 3 1AUALLATTI-M. Installation shall be performaid strictly in accordance with doi indicatett on sheets 3 thru 8, 12 thrill 18 of 18, of Product Evaluation Document IF.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3. 6, 13, 14, 1 5, 16 and I 8 of'11 8, of Product Evaluation Document (P.E.D.), drawing No. 20-17C ' D,.,MAT�RtAL,(;.HARACTERISTICA-.AND SP R9QEtr,AT*-Fl Shall be strictly in accordance with, General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D,), drawing No, 20-175. AnCho r specifications she I I be as I nd licated an sheet I of I 8, of Prod uct Evaluation Document (P.E.O�, drawing No. 20-17& T.AJ9TATKQN,SA4QC� �NSF �US - 7, 1. S hall I ho strictly in conrpli�arl with General Notes Noi 1, 8 th ru 14, Indicated 4" on sheet I of 18 of Product Evaluation Document (RED), drawing No. 20-175 iii prepared by Tiltill Inc. and signed and seated byWalter A. T11111, Jr., P.E. PA 7.2. Product shall notbe installed within HIGH VELOCITY HURRICANE ZONES -r as defined on section 1620.2 of the Florida Building Code, �- 1,3- Product shall only be installed into poured concrete, Concrete block, and 9 wood frame structurres. =3 1 -110 Product Evaluation Report prepared by Woltel 71111t, Jr., P.E. (Florida License No� "467), President of Tittil Inc. (Florida CA-0006719). — --- 1/4, 2/4, 3/4. 4/4, 5/5. 7/5� 1W/10, 7,W/10, 3W/10, 4W/10, * 6/5 F Still InV111 & 7W/11 _r MAX ANCHOTIM MR C-ONCRI-DE SEE SCHEDULE ON SHEETS a A, 9 S. MAX ; I' Mi �7- -- ---- FOR Wool) SEE SECTIONS ON, $HEM to & I I , I I I' vw.`� 1.11111-1-- - I [ - 0 0 11 0 tl-� - 1- -T-T--� 111T "I ------ T, -- - --�:1------- D.M,,(D�CDA)+ I � I I . I ,/ i " I 1, 9" �7- - . I -=- I .- , I ; , - I I � --T-- 'r-t-1 -------- - --J -71: , I . : j , , L11 --r-----�- ----4- -9 I 111. - ---,-- -,�'�. i I : I , � � � I i 1 1 i ! I I I . i 1 , TT 1 1 1 ! I i i 1 (D-I,i* � T 1 ' I " , � 1 I 1 1 i � I , l � � I I i � I � . � � � i i i � I � 1Z t I 1 i I ] I � i i I I i : I �i � � ! I I 11 � I I ,"ii-I I I � I i I I i 1 1 � I 8 I I 71� i i 1 � I 1 1 � � I I , I I i Ei Z; I � I i � I I I i � I !I l'i 0 1 � I i � � I ,,,,I--�-��,,�i--�----,--,,�',,,,L-.--,-,-,..,--i-,--7,-,---�,�,�,��----� ---- 1-1--, �:"--j-'.i.--11,I 9 � I I'll, -11-1-1 -y11T1-T - - - I 11"r.- I—— 11-11 I— -, I , T I . ..... C T' 1- ---- 11 I I � � [ I � I - I , , il i T I i I I - I I z � i - r--4- f , I I I 1 --r � I , , � i I , i I . I v I , . - i T1 - I I f� 1 I 1 I � i i I 1 It � , I , I i I � ; rl. - . � ; g ; : I . - 1 ; , I I , i -- � " 'A " �� I I I I ( 4.1 A - 1 -- -,-,k , I I W - 11 I I T I I 4 � � I I � i � � I + I r, I il I . I i i z r I � � I 11 I I I ; � � I I I � i 1 1 , I , , � I I , r , ,1 � I 1 1 � , _a, � � I t 2 � 1 i 1-1 9 , , "IBO�",- - - - - - - - - � I i �,��l f 1 1 I 1 , , � 1 - - i � I PAWLS, W/ 1/4il i I vNi PANELS i � - Mi I I � i ,�4 1 ; I I i i f(SEE SECTIONS AS . � � 1 1 'L � §,S, SOLT W/ I/ie � 3/Ct;�- i ;- , . . J I �' " � 1 1 I 1 1 1 1 I 1 WINGRETTS * EA, OVERLAP I i I � APPOl � I L; � I i 4 1 1 � , I I I i I l(SEX SECTIONS AS APPLICABLE) 9 I I I I I , 6 1 " � I � � � A` I , L I � I i I t- 1 i - I , -I- � , -- I -- 1i , I �r I -, 11 !� J 1 1�, �� -- 1 - -1 1 - -� -a -, � , --A -i , k� - �, -1 I - , - I -- r I 11 1111T--1 -1 - I -- ----- -�111,'�, -1, � , - -r --- -- -- 1W I r - r", I '.- I � . 0 � , -1 " - ` � . I I � I I I � I 1, `� � I i � i I I I I i I � � � E ; . ; � i i � I I 1 I I I � I I i I i � 1 I I I I I L I I , I . 1 i ! i � t � i I � I I . I I V � � ; 1 1 ; I i 1 ; 1 I I � . , � � , i I ,p � � I � 1 i 9 I I 1 i , i � ; � 1 1 I 1 � i I ! I ! , I � � � i � I I I � i " I , l f J i . I ! 1 i i I I � - � � I � � � � I I ! i 1 , ' ' � I � , 11 � D,M&@. 04-1�& � I 114-- , 1 , w --- !, � i -- - i . . , i � 11 � �� ,a I— �� I . W L� I , - 11 - i, , 1 LikLM� --l-Ti, � � � 14� 0. , ; i � 9 (D+(:D,(�)+@� (Dd l 7 � I - S' VAX, � -3 - - 1/4, 1214, 3/4� 4/4, 5/5, 7/5, I: MAX �- " Mi M[N, �- � L.O., 4W/10, 2.1i 311i 0/10, r ,/5 I SW/10, fri & 7w/1 I 1 0,NCHOl MV CDNKNETF SEE $GHEDDLE ON SHEETS 8 & IJ I -1 - - -1 --.--- 11-- FOR WOW SM SECTIONIS ON SlitIFTS 10 & IT - --- " - - - - - - LS �dll & Q, ELEVAJIM I NIT.5. ,�W 1/4' M CAP (6ft OARIAP AIT Wli VXLEYT - , I � -"� �: ; Ali�' ; 11 --- -- - - � � .- ,Y---- !, - I 7,1 0 7VA",'--.".�1-7--7r-igA I "n5i, k� / I .,�, .- \ .. 4 - 1 N - � � , . - . - '.. , - 1, I q T, . 'P . � �1. I '.. EN ". � FLORIDA BUILDING COPE (High Voklell HUrricone Zonal 4h `11-1� - --- .1 .�, . I- M r S 92M TO= MI 20 $Act GALVANIZED STEEL STORM PANEL I '*- I - BY; I , a * .. * , - - "-- - I, 07/1"Im � i -- - OLOSAL PROTECTION PRODUCTS, U.C. ,I,,O , , All S - ATE bF "I" - 'O.� -44r. - - �, �-- IL ECO,uc, "ME �*. E, BRIM 1,��O,-, ORO— - ,,�A, - i A, =" �1. r I 11 & I a "All 20-176 � � - A. W ' 4 � AAA, Ft- 1.6-y"till FATI DAHABS-W,117 ,il ii ,e , , - L 0.1 I- W Fil A - ---;;1-------r---r----r,��- , 1,li - - - A- , aill MI I ��Nv �163.��..-.,�, ,-T P-AMBI I I - sloot A t WMJSR & PLUT . P.0 , I " a., - , . 59W 1 145Z .4 Ili- L � I : - - 1 I I F— �� I AJ$LAUAUQk-P��N �(� I I � --MURED WNCAM � 09,1USED OBNCRM � - �, R,Ur ODIM --11 - 11 ... . ... I AAAOOSS MR CONCRETE SEE SCREDUVE ON SHEET 2 - - - � �, , I -j I FOR WOOD SEE SECTIONS ON SHEET 12 I ; on CONCRETE BLOCK � � HORPP � -,- "T" � WS' = I OR CONCRETE BLOCK I PEOUTEM ! I OOWAETK AM"ORS ---fsa , CNERETE DO, i PCOLWAl ? . -- I W."lli= 'IT Mi 2,57' r AKIX,� I' ,�Ml (MB, UNUMAP -1 *W VAIM I- Il - , --- ,A, 0, % All WM . ,- � SIW 91 � � : I ; ,� I * , - -1-11 - � � I - I � -� � I I 2-LN: 4� � : SckmraN � ; SHEET 9) I I I I !"': , -, - 11 11 I � � �� -I -Jr - i '�" s 7 ; t SHW 9) I I - � i I ,�L _ - -- � I 'I-, t � -Ir 1� 41 : - ::_ A : � I � j-P M %ill" I I Mo. I I � � I I -7 . 11 --T I : I I ; � Al I I 1 W, 77- ! e � i i 0 , ; a : I � I I -i � ; �, , � � ,�,, � I , , " I � � 7 1 I 1�,, i 1 "I -! � � I �� I � , I - . I � , I - I - - �""'I � . I i � I 11 L I 1� I - , �-� I * �� I � � � , , � I . I I I � � � I � I . -1 � � IE-Z '�,,t� �', [ � i " I ; ; I I I I � I � I I I I � � I � I . � � '� � � - L � I ! --� i I ,,�, " i 3 I I'll, I � t : � , I J " 1 1 C 1,�", ; �� I � i � - I tb -11'1-� � ! 1 1 , I ! i � ; � �; � , I � I i � � :il : I , � ; ; %dit I - � I I I I ! . � � � , � I I I Ew I i I I I � � I , � 1 I , I , V I 1 !, � : ;,I � i 3 I '� , ! ,a 1 � � ,-,� : 1 --t � I ,� ,,, � ai - 11 .1 IT, - � I P, � � I - 13 � 1 � � : ,,�� : , --r , i � 1 3 -1 - , � f : � � , -� � I I I MAX I- 11 - I., �� - --"I-,- , I I � - - � --, � � t -�, �� i,---,,�t. , - 'i . I �, -, , 7� I - 1117 1 � I ,� ! � , 1 , , .1 � � �, � , , � --� � I, 9 Iii �I , �\Xl - I .1i : 4 i i I . , , 1'111� , : . � � , , � "".- � i � � I I i I ;iqj�.,., J ; � � �' * � � I i t � i 91 51PARABIN � ; t Z-3 P-- t.:,=, - 1 , I 1 0. Ill III 1 1 , IS I I I I i i I - 11 a I- I i � I I I . I , 11;�, I I --T------,-" - I I � I - WVNROI - , I If- ZEN - � ; � IR � , -AA I �� I � i � - , I � , I I t j = '31W I � , ! I I � i ; , - ; ; � i I � WIN a CFON � ; I I � � � - , T � � r O'l a -4-f, � " 1 APT ; , i , � , -1 ,t�" " I 11 ! i . � , , " - � �i` ! I � , , I � � � � � , , I I � 1 , � I A 4" , 1 -- - I �, ; ; . �J � � � � , � I � 1 ,P�� 1 ' L � I : I I � � � �� 11 I I ; I 11 :: I I � � I � � ,I � I i I I I ar 8 , a . I I I,- I 11 1, 0 . - " , , 4 I . I is� lil 0 : ei 6 Ill : Wro � A.; - ; - 111 -- 1 �3 I ; i � � '! - a, I " . Zft=-'il�' , , � ; , i 1, ,il we II, vAiW R., �- .11 ,-I � � I+* Q~, ; 1 I N I �, . ...... - -- - " . , - 6 , "t,""too-L-': d6 � I i* "' V ; -- " 29 i . I I ,1 - � , �I � I - -- I - i � I-; - - . � � I - I � "� , - 1�1 �- -- -1 I - 1. I - � �1- I - 1-1 T, �� OF 'L, I � Z 1 : i 2 � , , � - � , 1 , I , � � I � � � I � � �- MAX . I ; � , i 1 � � i I I I � i I � � � � , � tl I � � , I � I "l I I � I , � j I I I ; . I I I; ! , � I t � t I 11 * V - ',T- � -- 9 r;,� I �, - � - 1 � '4= I e � � I I I - - , ly, 1 i M " I 1 I -- I .. 11 I I . z I . I I i � I � ,I ; � I � . I � r i I , I I I � I � ; �; . ; � � � I I I i I i ;, ki ! Z I ;, I 9 � I I � I ,I� � ; I � ; , I ; � I I 41 1 - i f" Ill -,-. � t � I i I I � I � 50% � � . =", I ; " ." �-= . . 9- - I i or 11. � i 1 ; ��Ii,�Z,A 1.11", " �,',,, f MAX � ! VAX -, � " 1'1�1. � ,I, -.,�X -1 a I , �If I i 3 , � � i � I 11 � i I , �� , I I � I � I � il �, -�' � � , ;:1.0ff, ; I � I", 4, : ; : I ,� , �� - a VAR' i � �� , I - Il I - , , ', -� i , , " � " I 2 � I --A-1 I L i 501i 7�� OF "L, 1 � VAR 7 1 . IV . L . I I I f � : , : I - L I `� I 1 I . 1� I 1� - 9L 4 am 002 S, ;.F,- 1--ill 1 "* . Q *". Bill I' All , 1. Mill - I -- - ANCHORS: POR CONCRETE SEE SCRECOLE ON SHEET 9 - - --- FOR WOOD SEE SECTIONS ON StAXT i2 -11 Ito a atymmlii SCALE S/U - 1 61 � .� ACT I I � f � � "I II, 1, " J I I � Ll� A", I � I i � I � I LE -' I::�� —; 7 I I I— $ I i : : 1 A � � 1 � Z Ile MAX, W -4- � I � . 1,1� ,I � f ! -- t f[A I - � I , , ==i== � i I ��,, � I All � � -4. , � , , .50i � ` I-, -1 , 10 � ,,� , e e SS, aw : � i( -zR.3/ , I : I 7f. .YzA, WITIO NOT / a 12 4 �-,r � I . 1 - � � I 1 . 1 """ ANCHORS 2167' - ... 4 I � , , N—,- �-i- ��- �----�7t� �----�� ' I I � � i : I ,,, .- � MWIRCIF I - (SEE B! WV,Uf ON -- - �� - - - I I ' -M ANC.M VAC,t*W,D -,,,,S,tWM Al MW ISDS W-REDUx Pit I CONCRETE ANCHORS . I � - - El SCHIKKU ft � I lie � Som, ,� MAX. dis, � I:3 I : Sler 9) � --=rlf= &A SHIM Z I PC to __w Ail; 1 RICO � � tW� 04 BLOCK RIFOARED 2=RLA--A-1 ,,b%A) SCALE 3/321.1 RVOl %EWWW mm� 0'Ill, lil ! " ! I i � : A&MQMN .-L.-L I SECTION � 10, ia�-a J/V' SCALE W- , "i;E , Al� % 'A I /� INI. i ... . , , �. ('s ,�,�� "Is - - FLORIDA BUILDING CODE (High Velooffir His lina Zone) EM - EWE DISTANCE (SEE SCHEDLIl ON �--�" ", , , �— ---.I , i;� -lop A, Wrom AtIOUNTOIll CAN F"r I- - - - --.---- - - --------- - i - - == ftnll,�M. - � STORM PANEL f : No 44167 '-. 1 20 GAGE GALVANIZED STEEL � S � = B * '� * � ��L . = Z� �� 11 1-11 - . OLOBAL PROTECTION PRODUCTS, ". S .0% S - / IMEC6"uM. -- I.P CRON ft. -- 07/m/M DAITL sHill 9) COMAINED IN ANY WAY TO SUIT ANY �NSTAUATIOAI, - � Sli " Re.- * * * * `* .W --W. 5 tottion, 4AWIL IT, 31311 Jwli `tw 9=1Uil PHOW EM4)018-7$45� FAX 095.Ret"', 20-176 ....... I-* �� - � .t . .,.:, 'r 1 - --I- 1. I Ow -1 -.-.-T-- . IV- - � �01=1 1,47, VAAWM PA I It, INVA 15NIKAFUM/ow W&DA, A. "Iff Bill 4 . M�� I � - -4-0 (2) (1) r- U) -0 —M > 0 (1) = -1 -4`i =3 (3) il (1) a) L- CL 0-0 = -0 0 L- = .&'.1i C13 0 0 0 - 0- U) . (3) =f = Q) = -0 0 CU 0 0 -03 -0 .= U) ja = 0 c L 0L C -2 (1) 3: CIO = 0 .0 =J" M U- ,t'- 0 M > . - Cn -E a) (Mn L- M i L- R �— -0 Ii-P . = -il C/) a < �� .- 0! I , , . .= - . �;-g a Li Ci li -S cc `l C-4 1= co � -.; I t.1- 0-� ��2 Ito = - tn C-4 -= W -= = Cc -< .�! - :::-� 4 . :r . 2 W " W 1; = 2 = * i-� I W = N'. tv - cc 3: 1 =.S� Go, -A Z.- = W Cc ; 5; = = .= " Ill = I- .3 0 I- 0 - t�a Z W mi CIO L. Q) a) C"ll"'ll M 0 m L. L. =3 W 2 < Z Z < -J 0- A-0 (1) (D C- U) M > 0 L- I CL < -6-0 0 =3 0 0 L- 0- (2) U) M M IIIIIIIIIIIIIIIIIIIII 111111THM11111111111111119110111=1111 SHEET NO. SH 1.0 w Gtvl� 11 3 A I ON ,HVXT . ONORTE M.1m ----I SIX .GKIO`LX Ce - -11 .I , , I----- ,-,- , ` --- �4�\ - , I \ pw" r -M�� Aa _E�, - I , OGMCR`E , , ,�- I REDAITI, � - -- �, 1-1 I I I I , I , I � � , F,111�11 [`1 I, �1, I- - . � \r I -.� I . I � -�� - - -� - "I. �� . - I _: �, �_, - I ___ I _ � I - I ===v+=" - : , , , i i ! I e - ; * 1z 1K W/1' i * " ... ; : : I ---I 9&1.am; i i ! ff , t , � , �� :, q ��N POWRIA, � PONARD3 - - � I , I I c::_- I =___=_X11' nIn'.." ,_ - J,/,� - I M,,.. WALL AND FLOOR MOUNTIJJG INSTALLAT19H EOR ROM =-I - - -,,------ SPLIT PANELS _,_ I m.w. mq,.m O IZIAILE 0,,_ sow.. V) _____ I � II-_ T_ I A �� .1 --I - - - - - � �_Ir_ __ I . , � __A__._1__�._ -.-; -_ - I ��` ,_ w p -,,-,,v�---l-c�,---r=-rT---,,,,,, �,,� .1 . I , . , - - P�n . j ! I - .1 J, i CW� a i 1 I i - 'U, f I � , H_ 1,71 Hlhj_�".111_ - - I I -] i -1-1. LJ:� � , , - VW.U0H " I [1-11 Ti- -F-f- T I -1, - 11 - -I T�_ - I - .. I , � I yj - I a ,i P1 "."T tIo. I 3 , I , -, , "I "I I I .� RIX. I � i I 1, I , I ,�, .1 1, I. & 1 1 1 i I I I . I � I . I T-V I I I i i I I . I - .. .7 � !I I I 1 1 I , " I I x 1--le., av wt_ i I I 1 1 , Ow�m OR, I~ I I -111, I , !I , �.�. - . � I I 2 , I I I I I i ` i . I I - ING"' Ill ,_ - _11 J1 - - - � �] I Ii �1 I I , 1"', ", v � I ,f�� 61-- 11-1 I 1__� J, i �� . - 11 11 " , � AIIrTiI I - 1 ,-I - ,.I - I I ------ f r _T1 I- � �,, � I I - I f. ,., , , , � ? , i L� 11 �� I I I I � - - Mu9M_"-_1 f I I �,',�11'1, 11 DUALA I% f I I I 1-11, - 11 - 1- I ON - - - GXAJV OR T" S,IEM $i%v=.4V,., - - [-"v =,."-./ �N 1� R�. PINVA,_ Wo VOR0RFT.GVaLT yjj� . . ,, "LUO, - . =3 NO. -01 M� TAKE, ! t6w - -- 11 I. (39 V * THRu MTS , - .... L"M p #-- --- __ - - - , , - �� . - - ;��_ , A- 4'�,-___ , '-' --., - �, 2- ._=r - � =`VaR, � & . IiNCET , 77 L I, ("11 Alt,"I "3 ., TOP . ]VOTT-) , ",*,: ,< .L,�� f SCALE 1/4--t- � vwx . RaA" WALL GO $Lm ON, CGK`I`*N) MUL]LION SCHEDULE MG. MULLION REOW ul", SPAN (FT) - Am .u-o. - , 11-6. - 2' . 3' . 116' DDRICRETE ANCHORS I= � .3 ON � I . > .,-6- to 5'-Er 2' � 4' . 111V -- --- %�� P_I� - 1 $E=110061,3,11 ., V-8, To Ir-D* 2' , 5' 1 I�� , .A � � � V_ID, to R, -1. 2' . 6' . I/W � 4 . �M VO`GN t"972!RIRT��'N'S"RE RATING , , " " " - - - ,119F� E� - .2m SECTION I .1114M, To ,.K SCALE 318-1, 40TE MULLION CAN A%TRE INSTALLE 0 STORM PANELS ON TOP OR BOTTOM so IT a 4CAU/4T TOP OR 00170M OF OPENNG. (ONE PANEL OPENING wl TUBE TOP & wrlou) � �11 , I , , 1�_ I TW =_ I I �� , VXOCAA, I .", - __ . , 1�1 _-L-t-1-i-1-t.,�� I.,, - I � � I - I= � ;i 1�1,_A, I, - - 1-t - - q I 11 i I T,__ 1-1 T, -1 3 - - f , f f 1 - i� [ I i I I I 1 i I I I i � I I I 1j ifflill! Ill I !'Ill I I � � I I 3 1 ! � . I I I -r- . I i , 1 � I - , �_ 1 1 1 L � I I i I .. - . '/2.___: i I 1 I i i ! ! 1 1 1 1 �- , , 1 - ED ,:., I I 1 I � I i 1 1 MI 11 il 1. \ I , 1 1 1 i i i i ! , I 1 I I 4 -1 I I 1 i 1 1 � I I ' I � I 1 I I , I I I 11 a ; I L H , 1 I - �L - I - .11 I I � - � - L_ 1J. ; I �1 ; , i - I , , T-Ir - �' 1-m- I- - -i I -1 :_-' 2 1 1 � A AZT 1,, I 1 1 1 1 I I 1 1 1 1 1, I - I � . ! � IT . , I I � � % I I I � . . 1 1' I 1 �� . II I � �, � I �.�� " I I" , " � , � I I - i. �. I., . .. �, I " , - - ,:�__. I I . � 2 t , , 1 L_ 0AA0N - (m WX.OR m4mUZ_ - ---I, � .., I , ii; sEQws_X__x 1\1 spL4T_smft_emEL ELEVATION SCALE Ije�!' r-=) SrACE 1/8�1" BUILDING INMLWION DETAILS FQR REGULAR PANELSJ�) & 1 1 INTO EXISTINQ WOOD SIRU-CTURES I =1 0.1 NAG - I Vi�_%= -/ _----A-,rI �� .. � � ... 7----� � � 1, .1 � �Ii 1-101INVIAN-H&COE ,, � � I I __ F-41 1 , k - � 1, "* I �ar"" i; i I- � - . , � I � - . , - , ;,�:.7= 1, �"v " a I z'.�/-- I 1_____.__1___, , &I - - � .. =-.r I :_ - - - - - - 47, �=___ I = w__ � - I.N1,RF 0_1 - _�, _v VNVx` RAND, � . , . � I I - . :ry - � - � , �' 1/ j �u , , I I - - I 1 % � I I . I I f 2 I � �_ , 'A" � I i � 1 � ", / - I-~ . - 11 -- / : , , - - - MIA tt; 1 1 'I � �,c , - T "-. __ r,- �'. r I , 4. �, r , ., L�!____ I I I I . , , , � I I , " =r " � I,z� I , - , I I I I F. -_ -_ I I _O` - ."w , K/ 4 I -- �- I Iff - � -__j - 1. - . �,- Aw.m.. i � or I I ,, -1 � 11 I , , , , - ,j , 1 i I . ,�'; " ,� � : I r.1kr."Wl- I I � i � ,-, I 'L. - ,� �vr . I, - �V_ i - lli� i N i - ,� ` , ,_ I ,F� 1. 1 I �, vu.r , i _-I:D_i , � 0 .. � � I I I I .1 I 0- i . i --a, i 5 ; � -1,_ I i - -t-1," I ; - I - im &.T- _1� � Na.- L . - I it ,,. .=.V, 'I 1 ....,, IP - 1.1-tD . j -4- 1 -----rj, - I __ I i -. 19". I - - pNK,A I I 1 - . - I i i m %JVVmNU, 1 ---f,D, 1 6 I __ i _nI.. .Ia�i i I ,.,� I - - �'. - I 9 I I I __ - . 14 '. I , 9 I i ___V� I I MAR"TOR AT � I WALL MOUNTI i I 4 I i I I JI I I INSTALLATION - ALTERNATIVE 3W 1 4=1.' - I 'K I I ,� �, i L", ! I � � �_ I I I - I - SCALIE, 1/4 - I- _. I-ff - i S -�P_ 1 r- X =4 �_ - - I , / 4 ___4_ __ - ___ __ I * If" -,- __A - NRV_ . I @ - tj I � 1 - � �� fi'Mr. _ - I .mmen-, , \ �, - I - - - - , 11 I - - - 7�� BUILD=QVI Mou INSTAL"N - WERNATTS I W MIND I � I I �K RW'_'z__ - � - I a�_ '�. � - - -, _.�z � %= . [- - 1 1. E 111 SCALE 1/4* - I- . __+__ r-EJUNG & =R mou"mr, WALL & E3,0011 MOUNTING WALL MOUNnN INSTALLATION - ALTEBHA= INSTALLATIONS - ALTERNATIVE (SECTION AT TOP IS LIMITED TO +55.5-67.0 MM. SCALE: 1/4' - I* INSTALLATION - ALTERNATM A,S_D. DESIGN PRESSURE RATING) SCALE-- 1/0 - I* %N-F-' 1/4' - I' i'M.-m.. ___�_ --- � B I 4_111 - - / �,_ - - I , - - zza� �L., , - _ _* �r e-- h9m.1 ,% I FLOOR MOUNTING INSTALLATION - SECTION 4AW SCALL. 1/4* - I' 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.5.0. DESIGN LOADS � . �,�_ __ - UP TO +55,5, -72.0 ps,i, AND PANECS LENGTH UP TO 8'-$' 2. FOR NEW WOOD FRAME CONSIAUCTR)N� WOOD MEMBERS TO BE SOUTHERN . . - - - __ __ I ' � FLORIDA BUILDING CODE (High VI Hu cans Zone) - - PINE NO 2, W/ SPECIFIC DENSITY OF 0-55 OR EQUAL ., ., No. 4167 '. s . . - .110,N) TI1TEOI,. ING ry 20 GAGE GALVANIZED STEEL STORM PANEL Mo. w; "`J,0_OE_�"Q , "Q,E�ML TOP & BOTTOM MOUNTINGS CAN BE I = = * i I - = ( � -O". .__ - ST OF �_ _ I �'7\ GLOBAL PROTECTION PRODUCTS, LLC. - / I - 01�1 / ILIECO ime, \ � �W. 5 STREET THAT IlMaw & IDIOM— - OAOL 11, =I. 20-176 COMBINED IN ANY WAY 70 SUIT ANY - -10 _"*�,,,-,F,�'t'AL , - I - - - . , Re-A..I% - M�- [ft4)0eP7&A& FM. ft%)""797 aIA) .1-1.1 =1 - DRA"VOC ft - - INSTALLATION, - ,.I 1�`I, SEA`jSaAATURE`/D"t - ."I; !..I 1 Pe.- 1 ,OILTER . PULI, �_ - "_OA U'. 1 .4,6 1 FIM9 I I � I - SKEITI-a - Pi7 . - I __ I MAXIMUM A.&D, DESIGN PRUJURLMINra (p.s.f.) AND CORRESEQNDINg MAXIMUM PANEL LENM "LL" SCHEDULE N - - -.-,).n, I-,- - - - , - - - __ � . - ., wwwvmmsa, - GEW "S , , - TO GLASS 1 r-,- im CONDITION OF THEM .554, -7ZA r-5, OR LESS 1 2 1/4- UNBOLTED I THRU 0 A 1 .1&3, -72,0 �V-5* TO B`-B:N_.._T , -v, 0400tTED I THRU 5 & 7 :;�.__ .1�0. -.er-e ,a w-r IA- I 2 1/:r - I INIP.Om"TH 6 ___ L_=L=_L2Lf= Lm _I � - a ,/2' __ I * N"'Aar"' I a, I & 10 I - BOLTED */ ,1�1.-20,1* $5, ALS k wIMm k O~ & NIKrwH m PANEL fYAUD ONLY FOR PANELS ni& Q VVISIOALLATIONS AS PER SECTICIVIS I THIW 7. ON SHEETS 4 & 51 � MAXAAUry AS MAVINUM ARCHWE SRAGM � f a - 3 1/2' - . BE," APPLICABLE TO I SmTkCMs # & � MAUVIUM PANu -, T.Fcm . Cr TO -GRIP CNA-'A I PARELVIAn FOINLE 0 �.- T, ". PRESSURE ANY COMBINATION ! LENGTH 'L' (It.) 70 TO CONCRETE C&Amu bloc. - 10 DORCRIm --To- CONCRETE "I= TO CO.C,m FIT CO.CRM 1 "=A __ TO I =4_* - T Tomm � m To CONCRETE I BLOCK RATING Im I) OF INEM i � IF K/A N/A - 141. 1. N^ 1 6- AIA IV* � i !" I , OCPI I __ - v - MIA _: K/A ::�_-E-_ 6* 6' _____T_ . '. I i, I I 1 I __1 I -61 0' N/A - N/A N/A 6- - K/A r - M/A i . '. I N1. - 2 DID-) i 61 MIA .1A -_ I N/A __ 8. -_ N/A -_ 5- 1 HVA 51 i � taunw) 1 '55-5, -72-Q 9' . �A _ _ 1/4 ol - N/A - " I I 11A . I __�I_ NIA ---I J&-rwy I 1'-!V� OR LESS OR LESS ___�_ A, � 5, ___L,A __ N/A " 4� I , r � - I -_ . I r - -_'O'�ToMi 1 ---I-- , ./A -,-- - N/A _2�'__ N/A - " - "' ___ . * . __�L N/A - --�- b -- 'I hjA - -- , �,�, - ____ 5" :-a,-*.- �_ __ WA - NIA - __ _,_�_t*__ " : I '. �,, --4----- T I 1, __ -��_ � - - - I 4 a 7 (BOTTOM) i --L - __ - N/A N/A - - 12 117, __ .- 5 I/..-. __ - '2 ,/2- �, a 4/A- a I/A. -i� -, - -e-,�,;:T;--,,;�-T-,,,D; - �,. " - SEE SHEETII 1. A . t FOR AMC.ORS TYPE & SPACING FOR ASIALATAPIS IWO WOW FRAME BUILDING MWWAT ANCHOR V40M AND MINIMUM EDGE D(VAHCE ARE INDICATED ON THIS SCHIDULL FOR C.D. LESS THAN VIVOICATED ON SCHEDULE REDUCE AVICHOT SPACRE W )XILInYW SPACING SHOWN ON �CDJLE by THEE FOLLOWING FACTORS, FOR THIS OPERCON TO BE POSSO.E REDUCED tPACM OSTANED USING FACTOR SNAL, NOT BE Lim `RAN MNOVU S� "O'CATED FOR IACR .,c," rME AT ANCHO" 'ECEND. - ANCHOR TIVE - � V-1ve - ------- __ - - __ 0' , 4/4% 04�. � a I/A,�, --.I----- "'04, " 1/4'. _____ O__ IlVav� 'IDUO-IIET - ARCHOR SNOVOG (".) 3 � 3 __ 3 2111 3 _w �_ III,) 3 1 1 - 3_ _� I 7/1 - - r� -J.. (A) 3- 3 /2 _. '/% ____ . 31/2 1 =^ E& am Dwim mmm* , vv ___ E_ ___L_,/n I— � _____ A w, -.-- , FLORIDA BUILDING CODE "o. . 5/8'LoNa RRASS BUSHAS Wl IMALLATION. MAU,- EQR REWIWAR PANELSCIA - :/4 /4 ._"a' S& M� 0 6 1/4' Mo- FOR 61/4,04 INTO EXISTING WOOD 5TRUCTURES - �, _1 ' III I! 'OR LENGTHS UP TO V-S' M.- OR � r I - I I", l�� PAMELMATE FEMALE 0 OR PANELMA7=00 12 . C. WITH 1 1/2* mV, 'KnIAM . / � I - "� i - 7-+-= - . - � , , � 5 : - . 4t I - oegno TO "EAGER FOR ALL UOKITHIS LIN 1. s'-w m,I. ,. I , I.' li� � ,I,v UN; StReft . v W - � I I W � � ." I , , , . , � 2 �, I .1 I I " ` �, . I I i i 7 �, - ) I ,. _ V`C" , I 1'�� _." � to "Tea ARCO .000, I ' ", .1'.0, _�i-1, W-11 I - " � � � I 1�1 , . , " I � � ,,, ,,, 1 I L, LIJ 1 I . I I � 1, �- I 1 4 � P4 . - MA , j Q r- I - , - , I , I �� 1 � 'Ir I - �.4 P4�9 1 E01, - - . � ,�! I 4 I ,� __ � - I . I '1', 7j - � -1 �. .. .. - � 1� rol - � �_ rof 11 - I I I,- 1�� I t - I I i � �",��,i,,"�", .� It I , , , I I I I il " _, 1 i Uil _1L_ �_ - --- ,dtl I ED! , ,_-" � L5�a �1' I 01110142132 Cot , tw�p I , iazig - i __ J) 'i I i I 1 I i i I - : � ;`W0G.CNKW3i : AEOU,V,CG i I j Woon WoVm W� i � ,WVCD MONIER I ; -9 I i � I `DK`VRSV i ,I ti �� I �-� -4- _j4_ I ---------I----,-- ; 6 I 9 LIE ALTERNAnU 1W ALIERNATIVE 2W -I - �' I - � __ -I-- 8 SCALE 3/B-1. SCALE 3/8.1- ,I i I i 1 - ___f_`__` -t __�_ I j SEE: SCHWITUr - I 00 SIw a -1 MR I0K, WARAVION I I ; �, SCIA .r ON SHM a i y I - - ""OR VN " i rLA9_,_ I I I I I , " w � . I 1� 13.19 11 � � , I I � I TO GLASS I I i I � I 111 i I & `C - - j `_ _,�� $ I �` I :�� to I ' " I " ' - i , % I , �, [:�E:4 Eb , i, ,� - 7= ; I � �$ __' � 1 I �w I I EU) '. I �, - , , ,� - I.. - 0 OR I , - - I �- 1. ': I Eo� I 11 I'- I- - - _";� CIO ;I I I I 11 Eo� �j I �- - - - 1� - - �� -1 '/' - � V , - ED �, I - I - � � , 0 a ED - 'lar,tom C - , �! j 1 I " LL ED , _ I I I I , �' - L___� - , i �11 t_ - . I -- I - - I ED: . - I I - - � : . . . ' - I I I ' / , � _' � '-.; I �, �� 11 ,� N 1\ I : �� ,KNO IRAIT � � I - --- - / L_- ---i I � I - �. 3 - ' _L ' li WI,aD PLATE .1 � " � i - - I I L_ 1/4. I.D. . 518' LC04 BRASS � W/ I/...- 0.2- ss� V,& 0 5 I/A- oz " -:. L �� .. - -� , - ' ;_ ,A-*- 11 .. " ii r. I �rn � 'a 'r - � I �� , I. L �� .mm I I . . i � 1:1 . I - , MR PANEL LENCH's Up To 5 a" AND a - �� .. . 1 4 &.�� I F I C, � , , . ;Lw , L I . I , 0 z MR LOGINS uf� 10 W-11' oft �R 11;i-10 P.NIIJAXE FEMALE 0 OR � . i! I V�" .6%me'a I , ; I PANO"It RUS 0 IP 1/2- 0, C� WUH I 11"w. THIRIADED p AT I , 1/1, La SCRIDIM 0 I - ,�' - 1-1w.= � I I PGAWKNO'PLV ALTERN"VE ALTM14ATIVE . t_ . OF EXISTNO WOW PtATt FOR - LENGTH` O'D "-" 01 , 2�.-- PLATE ,lou'Ba I ,,� . � 11� I I ..I � SCALE 3/0'____ ALTERNA11YE SCALE 3/8-l' W= FRAME DIREGI INSTAUAMN BUIL12-OUT . :I MOUNTUG INSTALLATION L NOTE : SHUTTER TRACKS NOT SHOWN IAQPS ,0Q,WNTINj SCALE 3/8�t. - - SCALE �/O-,' - - I --- __ - - NMI I � ), INSIALIATIO S AN ONLV VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS " , .. * *- , . LENGTH UP TO W-8, -4 . . . - � , �. S_ . FLORIDA BUILDING CODE (High YtIc6ty Hu ;fy HIM calle Zan.) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO RE SOUTHERN wz .1 -200 mmm ING, -- - 20 GAGE GALVANIZED STEEL PANEL I -- . PINE No, 2, W/ SPECIFIC OENS11Y OF 0.55 OR EQUAL *= = : I = STORM DRAM .� w6iQ_N_9f_%um m = . - = - ��_�� -*, r- ... 51 E (If - > ., - - - _rp --- ;___�__ i-LEC G� GLOBAL PROTECTION PRODUCTS, LLC. 'n""'W" CATIL _- * - y3 - ,--_%.-. FL z1_1 0 - - . Am &w. 51 STREET TOP & BOTTOM MCUNTLNGS CAN BE -IQ I .".. '1111"If6iii't /� e TILUT TEIiIING & ENCLIVICERVINIR C*MWAVIY - 1z,1:t - - - . .1. DAW, rL 333, . t-)m_ 76�. VA' 1 C.I... 20-176 COMBINED IN ANY WAY SUIT ANY - 1w - aVIQ !" - OVAImm, �. ,RSTALAATI ON. I 1"*0 , srM,/sKAAqwI . �0001`1`,I; �Tcl A, nUr .,. KE i I Ru . I - . ___ __ _ . 1:6 p i - L - I - I I-C ,IHvu I, of 26 - I um"minfirpm .m-jk-jmz%;w*7p1 - W;" I :I!X.L.Izi;i*-U-ri-llzldg7f,3.-417,Lfj,- ; Wq* 0; vx� m W. m g mg m � ��Iwamuvwglg ".mmmal" U.-Izw-l�.41;4,mw-l�LA--�-mow-ml,iw�,,�ir-i'R.-IIL.Ikg- 1 m4m IM615 i-I RM001 : , 1qff!�w4i*1;1"Xq1 m_ W .1 1111: 14 .. 11 I I 1; 'm li;im 1: 6-vil! 11A - -,I---'---- . . IN v 01 - Al MAXMUM MAXIVAN ANCHORS WeCRIG FOR F D. - 3 1/2' - ---I- _ � __ , __ - __ "_D� DESIGN T"CON _T7_7_Ap_CR_w____T CALK IN PANELMATE FEMALE ID FAMOLMATE PLUS SOLID SET APPU TO SECTKIN� j & MA.VUR, PAHV PRESSURE r TO i TO i To -------- F-1. I To - I TO ANY COMBINATION LENGTH "I (mi RTWG TO CONCRETE: CONCRETE TO CONCRETE CONCRETE TO CONCRETE CONCRETE TO CONCRETE I CONCRETE TO CONCRETE i CONCRETE TO la"We"' I 101"Em 01 11" (I,,I,L) BLOCK I BLOCK -, BLOCK 1 BLOCK . SLOCx BLOCK . S, I ,/A I N/A /A 6- 1 N/A -_ " i I N/A I, r N/A 1 N/A I I (lop) 1� 1 4* _f__ 6 N/A N/A ____ NIA _�_ __�_ N/A -- I N/A 1. - A 6. 1. 1 6. ____ N/A 1. I __±i� 61 I N/A � � NIA �i NIA - , N/A N/A I (BOTTOM) 2 (TOP) - _, 6- 1 ____ /A _ A _ . ________ _ ___!L 6* N/A - 5" __ /A _t____ '. I !�A� - _ NIA N/A ___ __._ . 2 (BOTTOM) +55.5, �2�0 __ _L__!!�__ '. t N/A _�__ MIA _!/ N/A _ 6* N/A 6' N/A " 3 & 4 (TOP) >1�-S- TO 8-8- I LESS ____f______ D. j 4' ____ N/A - N/A - __ 6. r. , ____ C --- a" __7___1_ 61 ! I , VITA MIA - 3 (BOTTOM) I r I N/A - _ -_ N/A - ____ H/A _ - - 1. N/A -- --- _____ '. I --,--- N/A -- I 5. N/A - - N/A N/A - -- .---- 7 (MP) --.--- a" i 4. I __ ___ --- N/A ___ NIA 1. � 6, '. ; 6' I 6. __!:__ ___!/A I R/A _ 4 & 7 (BOTTOM) N/A N/A 12 I/2' 6 1/4' 1 12 1/2- 6 1/4- , 6 1/4- 6 1/4, 6 1/4- 6 I/4- N/A I N/A , . 5 (TOP/807TOM) +50.0, -53's MIA N/A 12 1/2' - - t, 1/4 . ------- - v - � 12 '12 � & 1 A- � 6 1/4, 6 1/4- 1 6 1/4- 6 1/4- I 1 /LA�N/A L(I. /150-0.) 1.'-W 1. 11 -- _ +55.0. -72-0 N/A N/A 6 1/4' N/A 6 4/4- 1 N/A 6 1/4" 6 1/4- _ _ __ 6 1/4" if & I/4' _.L NIA I N/A , _ _ _L_ 6 (TOP/BOTTOM) __ __ __ �S'--8' TO 1 V-2' N/A N/A I - N/A N/A N/A j N/A N/A N/A I 1 � Ile a. % lo (TOP) +43.1iL -43 D - 1 6 . 1 4 . N/A - N/A - ::�I�Al N;�; N/A H/A I '. I 6' I 6 i/4' 1 6 1/4" - , (BOTTOM) , OR LESS - `e "� N/A ./A � V 1A I 6* 1 6- I 6 Ile 1 6 Ile 9 (BOTTOM) 12'-," OR LESS P11'/A I N/A I N/A N/A I _,�� I ./A 1 0 __ L__LL.1/_4±____1 __rL___ 6 1/4' 1 6 1/4" 1 I �,E:(=--) ___j SEE SHEETS M I I AND tj MR ANCHM TYPE A SPACING FOR INSIM.I.A70VE IWO WOW FRAMC ISUILIKOM 10 WNAAU4 AWC,4OR SPACING$ Mo MINIMUM EDGE DISTANCE ARE INDICATED 014 THIS SCHEDULE FOR E-Q+ L--% THAN NWAIED ON SCHEDULE REDUCE MCI,IOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTM FOR THS OPERATION TO St POSSIBLE. REDUCED SWING MAO&D USING IACTOR SKALL NOT BE LESS THAN MINARAI SPACING INDICATED FOR EACH ANCHOR WK AT ANCHORS LEGEND 1/4'. Ile. 1/4*. I/r. 1/4�i I /r. AVOM TYK � _ , TwCow - a, up-w - - ftka� I ,',,,I It ... A6951�1 ALU!; ____ CNX-VW I w-p-scr M� ANCHOR SPANIG Ol) I a 3 2 1/2 __�'_'/- i ..-- F- I - 5 ----1_::f- 3 .:- - - I- � 1= L O',`1 - -3 -, __, 3 -5 __ ; ,;� a L/2 ___L_ A-- - 4 !/2 Amft m mw mvbm FAtTOR '- "d - - -=- ______!_1_/2'___ - - - � _______2,1r - y__-, - - - - I- - - - t --------- :==�=-144=_ .-7T 1* -_ * I No. F4 1 BT7 . , , . : . - , m " 4= or%j -41 ,_ _j = ow � `VLtVCIL INCI 20 GAGE GALVANIZED STEEL STORM PANEL I " DRAW, W.. " - ' GLOBAL PROTECTION PRODUCTS, LLC. I al/m/=0 JECO I 1w S*1 6, 5MET -, M, CAP, .m r- � a E_Ecftem____�� 20-176 '. IX"M -_=, n, .1. -1. PROVI, 00-I"Ift-75--� TAIL � �,,, ORAwWG w _ _ CA-00067 IS - I � . - .vv 0 DF . rm�.�m il;,,�F ---------I INSTALLAT-10 DETAILS FOR REGULAR RANELSa & a INT9 EXI STING WOOD STRUCTYRES � � , 1- ___,� 17---f-I _4 � .- i _ , , , I �' , I" , I , 1�1� � , ��- -- i �; 1 , �_,_�_ Iu - -------------- �_ � 1��____ � I --- � - , I . � , I I I .- - 1 1, �, . ;I! � I , - �� - I I � I I ", � . i --- PLUS "I q ELMATIE PLUS I -, , , �I I , 414-10 PAXIDAIATE PLUS � I __' 11 , "' - � . I - - a 6 Ile ox� el 1 7/8" 1 , - I 7/5� 1 ,� - - - ; 1 7/B 1 I I 11 � - ,_ i I � ON TO - - , I ul. To WOOD � I 1- i " � C� t: UI - 1 THREADC) PENETRATION TO ,�L " .�f� i ', ' - 'WOOD "'. H CA I CKISTING WOOD HEADER REQUIRED' ' , JEASTING HEADER I i 11 � . " I I� . !,� � I I , ,> .'� I , ��j � I I I 11 , 1.11 I 11 , " � , , I , " - I , , � 1! I ,� I . I I I , I I 1L � � , � f w I � I I il I � ,,, , � e "I � I � - _ - - � 1, � I �! - . __.__ .1-- , I " - _11 1-1- , , - -- . i I �, "I � � , � I � , I I I I , I I m I I I <�w c X <", 0 - ;Z%& � ,,, � , I &� - - � �m ! F _.. i � , � . I , ; , I - .1 7 - . = , � a , i i - livciuro � � , I I , I __. 11 - � 0,m 1000 . I � INM ,ITUD . I . I i 2 t � I I I i � 6 "Ir 04. .,�, x �', � � I 1/1, at i 2" � t 6 "', ac, : WOOD HEADER � I . WOOD HEADER ... , , � � �w � � I I � I � - _ .- . � _-W,. 11 : I 4 , __ ' - , � �,Tl �, I . REOUVTEG_ ; REQUIRED � 1,1, 1, � � , I 1 ; : I ' � - -(I, , , . 1i _� J � I 11 I _1 L � : I � fa I I I I j �Ii . , i I ; , L �_ I � . I I I -1 , - , ( I - , �. �� t I ,. � � - 0 I � I : - . � I I k_�_ . in I 1 ; ITAO � ; � � � i : L t I I sm someow 00 . I ! : I sEL ScHmXuL ON : ; I DOE "c"'T"' , , , , I , SHW 6 I I ; SHEET a I : I I , ! I " , : I FUR - 42. : � !_ - V-PAVATIOR - FOR � TO 10 GLASSL � � I 1 I I I I-INIA-t- � L , � --- - 1� - I __ I "I � . ; - : : I N PANEL LENGTH �'; 1 hNu PANEL LENGMf . ._;Vw,, I (SEE NOTE 1) I I/e.-MI, as. (SLY NOTE 1) I (SEE NOTE 1) I v. , *"" , , i -- _D1 - I 's. w I/ . ") � � .`,e`;/""1;,, � , j; ; " 4 I ! - I -,I 1,F=" ", * --il _;_ - v f- - - t __ � - - �- � _-, 0 MILI-;1I I - -_ i � I----- .1.11 I ; , , = _;, - I i � I I � I i . , i I �_, �_j ,� t - I -.1 ., ' I.- I L -----,--, ------- -,", ----I t - - - - -- - - -.7, _ - i I- =77 7- - I � I I I , : I ! i � : ! � ; I I I I I i I I � � i � I I I � : I I I r I I I i 509 : ; � WIG I 7 I I a, %. ; or It* � i I � I � I I 'L' ! , - MAX i I MA" , � � Mo I � I � ,V � (I � � I ,� HT - _� I ; __ 3 I I ; ! CD I I � 1; ILL�T] I I I I ; . I 11 ! � " - 11- 11 I � : 1-1 I a I � 7/4---3/32- i4 -f� � � ,� I- 11 , I __ A=. � f- - I I I I ,ANG.IneASIEV, � I I . VVIIr + a 1� I/2' oz� � �_�, F� � . � [ ED. 0 t,,r - t ED, , " ,, , � VERY sm 6, ED, � I , 6 "'r - - - � I L_ - - I _ � . 1 ,�, - ri I � �, .... I , , - k , __ - . ,�� I 60 " 'r ___ - __ I ! I I __11 - I I 10 I - I -_ ; I � _I1L - I � I I_ _Z�.__i ." 1, � �t i ,� I - - --,,../.,# LAI; scem I I �z - . � N I e CILL W/1 1/2 � I 0 1 'I . 1 �_ 1 � , .ACV. � � P . - 1�1 2'.4' WOW PLATE -' 1 2*.' WOOD ,ATE ,' - 2%4, � L . --- �, -- - - �iili_ -- - - 41 � RECLINED - - - - -1 I I _PI!L _,� 1, � 1 . ;g; w WOW. It � I REQUIRED I V, ;/a PAKELMAIT PLUS 't 4 1 1 . RE IRED � PENETRATION At I . NI, 4' OC, W/ 1 7/8* uowm or PLATE � . ,_j , I � , I . �1� THREADED PENETRATION 0 , � JL� -0 LAG I I . . % - �, Ie4 , stezvs 0 � MO WIDTH OF PLATE i �� . , � . [7' - � c . , 'I - r O.C. STAGGERED W/ i 4 I . I ��_t] I i .- . - I _1 - - � , __ � � � . =0 11", %. I t . - � : � _ DIRECT MOUNTING INUALL&MN I -1 �, AT MIDIAM OF PLATE __ - NITIPIG INSTAWATION 01RECT MOVE 6 WALL MQUIP112 INEAUAM aw O I VALE 3/8-I, SCALE 3/0-l' hmm 1. INSTALLATIONS FOR ALTERNATIVES SW, 9W & 1OW ONLY VAUD FOR 01111111o", BUILDINGS WITH XS.D. DESIGN LOADS UP TO +43 , 8. - . . I "I,,IV T k .- / PANEL'S LENG;TH UP TO IZ'-4' , �. ` 4 ` 2, FOR EW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN \ .z . � .. EN : PINE 0. 2. W1 SPECIFIC DENSIT- OF D.55 OR EQUAL 4, FLORIDA BUILDING CODE (HIgh Velocity NU cone Zone) ': I _ . ,.. -- ____ - - - = � I I m � No. - = 112M Tkmo� ?N(L P.P = .1 , * -- 20 GABE GALVANIZED STEEL STORM PANEL - I . = DVARN w = *., . - � - 1, - GLOBAL PROTECTION PRODUCTS, LLC.- On TOP & BOTTOM MOUNTINGS CA BE - 10 % ST I /a/m TE,,, COMBINED IN ANY WAY TO SUrTNANY r. - am �� I MIDD &W. 51 sn'lau ,Ic.. ��_ INSTALLATION. -, �0, - P4 R 4 _J�,717E �m � .., � __> � .1 aw, VL �14 � -- .�i N,*-W... __`AR`KaI` .1. PHONE- (04)01G-I�,LL FAX (054)w-V97 20-176 "k, il (.0.1-1- - � I-) -1-1-1 , - 1IN, jiluoW .L/.041TUREIDLIT CA-0006"19 :F:- - ORAwma . I � mEm's - A, TLUT ... pt , � � M& I I _1V_j (1) (1) r- Cn -0 -Fz > (3) r- _1V_A 0 _0 L_ (1) (1) L_ CL 0_ C 0 0 L_ = - 0) M -�5 -0 (1) -.-. 0- U) Ili - (3) -0 0 0 0 m -0 C 0 C: " C)- - = L- 0 (3) �: ca C= 0 := [E ,,- - M -T . cn -0 (D Cn E " a) -6-0 CIO 0 CDL :E F M .6 1.0- . I= - -4.- C/) Ca - < _= w ;P C, Cm = L =_ C= c� =_ m = ra C�4 - -= >< _.; c: O_ * �2 Cc - CA -0 _= = (A - r �! -2 3: 0) I. �:`c a) ,w - CC - E at - :!5 -�i = - 3: T -ru a) .= = . Cj 0) 1= = C_n �� , !! ::- -& _= E IC, � 42 a 4 z z w =I - I'll -_ - __ -11, ______ cam ANCIORS CONCRETE KNOVAS FOR CONCRETE ANCHORS; SM SSC�WaOULF 04 tHm I (SEE SCHEDULE ME SCHEDULE ON _� I . I FOR WOW sc"i SEE SECTION OR 1_40M 15 2�. IW/t5 �� 1 ALTERNATE INSTALLATION DETAILS F 9PTION # I EQR UEE SAFEIY STORM PANEL !jHM Ge\ �,,-, SHEET, 14� _y_ 1. 2 & 1w/15 � - AT LIOCATION -OR -aY- 4:z: - " r*11/4� 21* 2k�,$, 3/4 . 4/4 rp. , M. j I - 1*-O 1 '2' - ____ L .... I - AT - END PANEL . �/. r 01C. -/ INIQ EXISTING WOOD STRUCTURE5 I - ,,, _\ " ,�, Ft.' MI,. - --- - I � I i - - POURED CONCRETE . - �� _j - T I ,,� ; �1, �". I _ : - L � . I I -2m, VIEW . I . . . � . � 1 � STUDS 0 EVERY `1,1- .- __"�__ - - , PEWWTION - I I I I I - i LAP � I I � i I I - - - - , . w" - I POURI I I i I I (1:2 I I z i . I - - ��I .. REGA_ I � I I TO "= PANEL- - - I I 1 4 1 . f I i , - I _'�'L - �_ I- i , I I til i , . I I � 111. I , I . - - I I I �� __ U) _iI., i __ - �' I i ! - I � I it _�_, i I I i IL 1 ; T - 2, M� (CASE I) i _ -_ . --- _4 - Al- ;'�!! ; � I I ,N,�' . - I , - ,_ �I r - _ __1N - - - - - . I I I 1 k � I I I " I � i \ , i 1 I I STUDS 8 EVERY , I . I � 1i -1 j--j, I ; " I L - I . , �_, 114 __ _T -01 I I . , N % W -- L�' I �� I !_'-!, , __ - - I � 11 I I � - j ' V'11.1 L- I :-,K 1- . I [ , I I' , , T_� � I I I I . �c��L�'�'_ i I i - _fT I �� I t, 1. - 11 .- li�il V111 r! I'— . 1, j! - � , I - I i i P, . I . 1 1 ! i I 1 1 1 .4 'i 4, � - I I 11 - 1 � I ___�_ , + Ismi I � F!, , �_, - (12 112' O,C,)- I ! L - _j � �� :! -IT ; . I H ; � _ - -1 'L a) I . 7- 1 1 I I ! i i I i . I I I ,-- I SEE SCHEDULE ON- 1 --u I -- a_ � I I 1 1 1 i I I.- To HOLD PANEL I 1. i I I - I I ! I I I � I i - , I I `7____:,� I r- SHEET 14 SO ILE (END PAVEL) 1 1 - P I "N". '.) . PAVEL, I I ! � 1 i 1 1 1 , 1, L I I I , I ", 'III I _� . rolt- I a) = ION W,t SERNtATON I - -Fr' I I \ 1 4 L 1�1 I TO GLASS � I I i I i I - .1, f-4, I I I 1 1 ) � . / 419120, 11.r`a', I,.' 6 I , 4 1 , . - I �\ I I I I '---- �k � "'L - <__� __ I I �!� U) - --A t - ,Z�� 11 . q I I , I *EE", I � I � Ed� I i 0 STUO 0 12 �V� STUD 0 12 1 2 G C � I i EOi_ , _1 4101m - ,--- , 9 I kxI __ - SEE (R OR i�� Ile :;, SEE Ili WE � - INTERIOR PANEL -END PANEL I -1/4"IXI, MI`CHK __T -----L ve. 0EDUJE VII � .w. P . WOOD HE04MA I I ---- iT� -I_ - roli 7 , V , I A T I - ' ,I I , - , so DAM le W. (CASE 1) , ,;/Mr�6w U. � i (@ OR �� '�� -,' - S L � I wovRoo TTv%5PCE / I C FOR M. - le I& . "I I �y III . (CASE I') i , - 1, i -JI i I " I I 1-151 I 1 � I-- 3. ,� #2 " -I-- #2 POP L, 3. -1 i I m... I M. 6..� ' - I "! I - I \ ==L �1� I - - i , � I -+--a �__ ! - - 41�Ii ��47 Li�--]_ 0, I 10 _ _%; L I. ,�') a I R I mmAss � ,4v +41- � - j - - _� ! � - i_�_ - , i I � I I , 71y, � I i � 1�_ ____ � I L 5�1, I (m an, ,/, 1/2 1 OET � I, 'OTIT " " .0 , �L i � I 1 L'J� i- i , ANCHOR, ,;kZt L � � " :3 ICU t III I I i I - - . M ANCHOR M ANCHOR I (SEE 2/14) 9 I ,,, I If I f, I I _1 -11, 1. , I I-, I I - I I I I - _ - OR DIRECT MOUNT SPACING SAACIND � 4 m i, I - - I I - � SPAC04 13PACM I I I > - - i ! - I Mo P (tt '� , I 1 1 - J'_3' V# - , - , I '_ � --I,-,r M;"------- LL - I i I I f I I I � i t 'faTDER I ,7 7 I I i - , AN D, � r - ___ �W*1_12" - "B"' ,. I I I I � I I I I, I I � =41 , I 1 3 W) \ � L" I __-4) DETAIL I ., - ; INS JCABLE TO, SCHERW" MOUNTING INSTALLATION (APPU-C . _ 0 , " I" I is �Alll 1/1. I - - I� .1 " 1 7 I I, I i 1�11T 1, J�_ 77 - �, -1. I , "I I - v f smc- 3ITe - I, WALL- 3fia i jq"�RGGL V 1�1'1 I . � ALIERNATIYE �_,. I � I i � � , 7 , I I - -1 (stv WAILs ,p, S.D. DE51QN PREMURE UJING (2,31) AND CGRUSPONDING /___t_1?eNI- - CL i � I fiN - -/-I L_ 9 I I I f I OR I I IqIi '� - I " I f MAXIMUM A. Pa.,REO CONCRETE - . - J1 I a, 11 i I I I "T MAXIMUM A.S.1 MIGH PREMURE -RATING (p.m.f.) AND MWNINE an _L � . & 2/1.) i, ,/T " - 6 " I . ' it , i I 1 (VM)I(sa .I t 1 'I.T."12 '1120 C I CONCRETE , , � I 9 i_44, � i I CL EILCONCRETE I I UJ-W-" I I., . I, 1i i, , ii I "m""' MAXIMUM PANEL LENGIH "I" f2CHEDU OCX WALL " I I ;, - - CO RESPONDING MAXIMUM ANCHOR SMING SCHEDULE AIA FOR . . 1 GET. /14) REDLARED , , I �, I , � & iw/15 1A1!�k%z_Q%x_m_smrmS_.L.,&_2 u I _11- � - I : , ; I i i I I I a I w/1 5 _*1 - IN51ALLATION5 INTO CONCRETE A 0NICREIE BLOCK STRUCTURES srzmk.Q� i - 1 I i I , I I , L*1A 2/4. 20, 3/4 - 4/,1 ; L111-1. 2' � I F _� -4 - 1 SEE SCHEDULE 1. I w < L� I I i ON TERNATE LOCATION : 1 0. 5,w I- �_, i , Al i I - . , 1 1 __j LIFE SAFETY PANEL - ICHEW&E s I al W, WAL, 1QeA_JimQML1__u___A_ "J- TO - r Im MIA, I 1 --j) ,f , 4 -6--f I , � , i I � __� I . Et I ms ��.,!)_ - - I . I ; I I EA /NO LIFE SAFETY PANELS LOCATION OF LIFE IS NOTE ISELOW) I SCIARknaN I i - � I Le REGULAR ELS W/ OR I .- SAFETY PANEL --' UKKNAAA �cl I GALV_ 'AReawn now.aE 0 PLUS APPLICABLE TO i -- - I r-e- I . .3/.- 1 . 10 CIASS i '_ - " 1L. - 'L I ,z L____�, - - I " Z_� 1-1 A. - L-AR TRACKS (SEE NOTE I DEM . SECTIONS I 0, UM PAVEL I ED -1 - I - . . 0 .- � /" I i - - 1.1 - ___ IAPCGR a W-Ow I I I I / - I I ___1 - W/o REGU ' To T. To - �. I I I , - SO I L 1 iI. - " -- ' 77717' ,_', CONCRETE CONCRETE COMBINATION I � L - __ - � 1, "I LAST PANEL 6) TO RE INSTALLED AS PPcBSURF TO TO TO TO 'a To I = -C OIL, i -_ I CONC ANCHORS � , :'111. , _. � I, :-4: , �,-, � ., BELOW) DONCRET C BUDCA 00401?m BLOCK or i ED - - . � CONCRETE CONCRETE M= CONICAM CONCRETE co'c"EM :3 � , I LIFE SAFM STORP PANO. O'EMING S,� PATOR) f,� I C BLOCK THEM SEE SHEET 15 FOR ANC40RS TYPE & SPACING MR INITALUDONS INTO WOOD PIAMIE BUILDING, OR 1 � 1 2_7 1 , r- x SLAB ALWAYS � ..'a"El, . I �i I ED, - 1` a) (SET SCHEDULE ON I \ I 6' N/A I & 2 (TOP , � - I c , C -0 ! ,,, - -; 410mm - , 11 L- -- I I I B --- - _I __ ) Ep, LESS THAN POCATED OR SCHEDULE RB`UCE ANCHOR SPACING 9f MU`LnPL"IWG SPACING " =� � I . I '1108 Rm . i��" TO FACUTEATPER VITENDED N/A N/A NIA 6 N/A 6- N/A - . I SKIT ,I) - "Na"'", OPTION F1 FOR LIFE $�FETY STORM ANOU '. MINIMUM ANCHO SPACVV" AND LORRAIN CODE DISTANCE ARE VVIDIC11TED OR IH* SCHEOILU� FCW I - - --- I I C_ NIED CQNC`I� PANEL (1) & OA TO BE INSIALLED ON REMOVED FROM INSIDE +55.0. -72.0 9. 7' '. iF 9- - 9- S. 9, 9" 9* I (BOTTOM) � - - LESS SHCWN ON SCHEDULE By THE FOLLOWING FAINORS. POR TRIG OPERATION M RE POSSIBUL - 1� -_ i I - -1 I "I 0, OF STRUCTURE � ;; I �_ 'L - I _ -, I I I � L I l�L 0 (SET _j :�� ___ __ /A - REDUCED SPACING 0 ED .. FACTOR SIALL NOT BE UEU THAN VANTIAIM SPAOCINO � I eKOT .- 'IT INDICATED MR EACHOATANNCHOR TYPE AT ANCHORS LEGEND, , I I WOOD PLATE i 'A " N/A N/A N/A 8" N/A v N/A I & 2 MP) � ., � � : I � lt** jt!� 1/4'. .. I/e. I I i i , - �. I � - I I I I _ _ /4 WOOD FLAM - I I�! I M.. Tm _,� _', i .... �, A�,_____ ; � � �t,? i � � - ) I ELEYATION __________f_ -I. N/A MIA N/A S* 6. ,� TAPCGN row" 0 - CVU`4R` I , - I 1, , - i , - " - I L - fWAUPRED - I I I I � .. - REaJIRED a- �S" -72.0 -- =.- +1_01 TO r-61 L_ WALL MOUNIING INSIALLAIM W" AND EME MOHnNO NUALIATION SCALE .3/3�--I' . 5 9" '. '. 7 I12* 91 1. 9 . QN-1 SCALf: 5/8' . I' SECTION SCALE, 3/8' - I' I N/A N/A 'M) L` - T I ::-MIL 00 A 7MM'T., lIl- � "p +55.0 - :i�/"E -, To e - . - _____ - I I I, CIO , A-ve GAP '. MIA ANI SPAM (KI � 3 3 3 2 1/2 I I I ; _0� - �, � - 7, I. "u-:::__.!�__t_ .- I .. I s-I 11 7� a � I � i \ FIQM-M-.Ua-wll"-=RKMffl�.5-'�ittimsiN�LWIQN- v. / " I?- - �j _v.;�_-1;w ----,---,- , i___ __2_ __i_ _1__ ___�_ 1 � � \ Ar Y \ _If�t __SS�Z_r_ -1 , O-M-j I � . � �,�_ �i "I.- , ___z O� 8,K* C-) 3 3 3,12 3,/2 A I I , , F, Uft SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) I I - , ; ,§)�a, ALIERMILY-9- 3 ALTERNATIVE 4 0 a) I C8611 7 - � . 1 l' OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN SETINECIN END PANELS). a �L=jr k�pm. ACKIN. EA Q= MV#M FACTOR i�.� ORATI � - - 1 T/ez LAO SCROVIS V , . ---- �� - I W_ TKNE&M PER, LIFE w PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS i �, .I'. pm 2WEID"Li-2 ; -ZWIAIOM-MWELSODMOM-ALWEDt-w,,-L.Q-�---A-i�lli-± - REQUIRED I,* EIY 'r . - L ".. ,- - . � W0n44CNWj I i,I2' a) (W/ OR W/O REG" TRACKS.) &EF Man 1) I- 11 . _. I -�J- ' - J --_ , 'I.- - " L' `/1FLA14/R* uAm BR&" SUSHING W/ 2 , I/A _' �S, M�� a 6' O'CL OR ICU -MAWAi . ;lr 1 I xSb A� I MO 6 6/r W� FION, TOP OF ARGUE) CASC I (9UO 0 3* " MOO w a AWAQ APPLICABLE To L . , ___ _ _ __ - ___ IL-p-lill� NDIII9145 & ANCHOR LOCATION " R Sr TIONS p & MMMUM PAN I= - T/4--o. PANCLAKIE FEMME O OR T6PANEL CO 0 039' GALVANIZED STEEL STORM PANEL AS DESIGN -IAPCON C&,A-w 7APICON = .AIY'�;MSINATICI LENGTH _L' (I ""wiIII110f, , L, y - -, - - -ANSIMATE PUG 0 6 � Ox z 1 1/7' MIA. SCALE- 3/ir . 'I' - - 2 LPIETR =NFSTNO SHEET 210IFTDRAOINFING, SCALE 3/32'-I' PREMURE To 10 TO 'EI.L) __ 3 I , /r - - - - LIM __ __ I �aV _. . Pf."ATID" To ING WOOD - T41S PANEL ALLOWS ITSELF TO RE REMOVED OR INSTALLED FROM THE INVDE OF Of THEM TQ';;' ,= __ t - � 1.6- ., � :__ __ _I _, __ J " " m .5t �1_ I Epimm CONCRETE CONCRETE . ,,,,, � ..... III PLATE NOTE SHUTTER TRACKS 00" SHOII,N Fait CLARITY I STRUCTURE, A _g� � ""01110041,00" .42.2 -61.5 3' 3. 4 1/2- 1 4 1/2- 2 (BOTTOM) 7'-B* OR LEM '.. tENSj...1eA. WALL -MOUNIING INSIALIABON "'MAIIIIIINt ... I*, % '��'_ 11� , -- -- t . J. F YjM REQUIRES TOP TRACK TO BE COMPONENT(D& BOTTOM TRACK TO . I , 45,�, +52A -610 3' '. 4- 1 . 2 (BOTTOM) 7--6- OR LEW __ ` . it �. .- Ljj ...... & __ . . . "ZRIk2 _ 2 1/2" 2 I /2' 4- 3 112- 2 (BOTTOM) 7-6- OIR Lm ' � I No. 44167 ".. I ALTERNATIVE I . . C AS E INSTALLED WALL OR FL.00R NAUNTED IOLLOWNG SECTIONS I . ,�' +554 -71-0 I = = . . _w . I . = PER SHEET 2 OF THIS DRAM , IV, N Q/, ,_ -1 I - OMPS 0 1 Y a 14- s t . -_ 2 ON THIS SHEET. AS WELL AS DETAILS I & 2 ON SHEET , �,-- \tENS�& `-:� - - - : :* = SCALE 3/6 . I . __ Z,�iis .. -1 \ N/A p7'-6' To 8'-O-, = * 1* . - t FLORIDA BUILDING CODE (High YelovHy Hur loone Zone) 75 . v - S �55D -72-0 2 1/2' 2 1/2- N/A 2 (BOTTOM) = .. - FLORIDA BUILDING CODE (High Velocity fi.r i�arts Zone) z : - .. 'Ll . FLORIDA BUILDING CODE (High Vel"Hy HU cons Zone) - , '-. __ = No. i 4- M;" LENGTH MR COMPONEW(a)'S 16'L = . 140�4 - -. * 4+55-0 -72�01 -t-;--- O1.11 - - - FP . `MI=VG TILIECO. W. FA M ANCHOR SPACING FOR COMPONENT 0ANCHORAGE AT BOTTOM MS GIVEN ON = �, � M" .TEM � IZED STEEL STORM PANEL N/A N/A � r 1 2 (B ) �r-s- To s-8-1 �. n `=1c 03ECO, INC 20 GAGE GALVANIZED STEEL STORM PAWL - , 20 GAGE GALVANIZED SEEL STORM PANEL < It 20 GAGE GALVAN FT. D': � �t; * ., *a I z : * i - ONIWR . A10A11')`I",,- DIANN O,� m= I . ORION, SCHEDULES J& Z SHEET 14� � * '. �C: x - I i- � "t ... t - � - . Si f of J. ,_ , .91. z I - I -- 1. BETALLUVGA� ARE ONLY V410 FUR W43MCS WITH A-S- ON ,DADS UP TO , - - ! I\ GLOBAL P GLOBAL PROTECTI . GLOBAL PROTE am +S� �20 10 AND PANELS WIDTH UP TO A'-r. 0 DES " 'p. - -, q pp�,-,-q,41 `------- ROTECTION PRODUCTS, L.I.C. "' X- � ., - -,� � , AA_ I ,�, ,, 5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET IS. , DWF '41, I I _�� \ ahm , L �,, AeG0 &W 51 S.w - � C,f , I . .800 S.W, `H 11TREC, z " �j OGG SX M'gr &I IRAVE NEW WOOD FRNW_ CONSTRUCTIOk WOOD MEMBERS TO RE SOUTHERN MVE. m �� Fw TmNo & tMa"em"d oQNPAWY R.I 21 W1 SPECIFIC DENSITY Of 0,55 OR EQUAL. C, 11 z 11 TVUn TESTING &� �IFRWC F "AS5,I)MR-87117 5 SEE SNM ETAIL APPLICABLE TO NE NECESS" FOR THE 04ITAUATO F - - .H. �- (.�Im_ , I, .'" - Ol"A"M - -1--l- I INXI I A. - . - (: ,,P, PHOVI' NAUKVG76I�. FAX: � I FOR 0 / - =!_4 91-l"I" 1.,om . 15-k F� ('�)#&G6N? 111-176 , - - - = ;rn=_- I )NIS-7II46, M , . 211-17C, SPACERS AT RACKS INSTAILED ADAACENT AND BEYOND TO STLICCO/W002 BRINGS. - IWO."m 1. WAI.- _ �j I. ,� I.Wt w 7, � .-IIII.- P E %&,MKVMTUAE/0VTE - � UT -, OW07 - r I �*z 71 _1. �1_ -1 I �1_ 7 - �r __] I 214-i- r24N WALTER � inurl. PC _j � I, , , - .1 - VIA ar . I - - . -1 - I` """U"s, 2.,".�, CA-0000719 GROWING ,i. 'Ooz �IWC, - "SK N 0 � ,� '11w I IN"- WA ""'N` ='A 20-176 , -," -.��, y � _. -r-,.. " COMPONENT MAY BE PERMANENT OR REMOVABLE - .. s IM "t; . I �_� __ �_ _,�, CTION PRODUCTS, LLC. *'/"/" IT . 1�7 -,---- /11LIECOINC, ON PRODUCTS, LLC ' I - ____ - � ... /I T, WE C 0� " �, FOR / 11LIECOisic < . - i. == , E, SCN,j;NVAvw,AaATr ' 4--L'��7 .,,. PX_ %M,(SNMArUer/mTE a ==4 'A " ., . = . :� . I : :n, OF . WALTER A TUJT JIL P-t ,��! . I a.ftm, W, A A427 'o�� * � 11 I . I I =Igj -T ,E ! t - A _. p - 1 4.1e 1 - - 4_1 ---- ;.� V_ _____._j I I __ --mr- _4_L_�� a - SHEET NO. SH 1.1I x - - - - - . -1 - ---- - -ANCHORS (SEE SECTIONS ON SHEETS I7, 18, V9 & 20) ----- - - - , , - �- _ -1 ,3: MAX. 307, 4A/11. SA/44, 7. 50/lk 3' AM. - I - MIN, F* SAW/ts, 7AW/19 a INKI f*."//17'-,1/",1_7,T�,. . MW/20 I- 11?�_ D.MC.A)- __�__ _= - - - _ - ------- __ ---I,-------- - - --I - __ 0 � 1-0- __ - __ __ - 0 --- _____ -0 - I V_ 0 0 : , 0 1 -_ - - - I -,---T----, -- - ---. ____ _____ I � I- - I I ,� ----I I r I . � :1 F I i I T I I : I I : ; I I � I . � i � I � � :� i �] � : z � I i I � ! : i i I ! � I I I : ; T I I I 1 j t � 1 � I I ! I I , , � I � I I ! � I � i I 1 1 1 1 ; : . I I � : 1 i � I � � � I Ali-,,, I! , - , , , : � . I : ; 1 7 . 0 .� I I , I � i OR ; � I I ,�, � c (D I ! v"Tuil . : � I I I I ?(CUL,A a INvNEL 0, , I � � ."v" a PANEL 1), , z I _� i I I . at wt, KTIORI PAWL � I , ' f I � 1 � I I � 1 .1 _ 1 - � -_ _c L .� : _____.1___11__ . L - _ _.. I j, - - -,-- - .J. ---.-,-- __ ___ _, __ - - , I ---. ._ 7 ��L 'L' - I I— 7_ ___ - '' - - ,- - _. .. I �11 A Mo. 41ka;1v , , - - " , " , - __ _�-: I , L , , !, � � � 1 L, - +_ 1,6�- , ,� i _ i ------- �.___ )1 I PANEL LENGTH =,,,;.�;�� 1;� -- ---- ;" I :, . I 1 1 , - - , jl� I i , , I I lii_,�, ! �5�k , - NU, - AT 'I I : �� , (SEE SCHEDULE) � I -I - I , -, �_,___ ____ - ] I- _. I OWNIAP ) i I , . - � : � I � � : : ), -� 1.11 I . I I � ... - , ,,�'L � - � , I 1 � t I . I � D_ I I � I �, i [ i 1� � , , � i , , , " -1 , I I - I I � . I I I i I � : . � � I - � I � � I I_, i � I 40� ; - � L � . : 1 � I . I I i ; . . i I T -, � � I � , I I., � - I - I - I 111. - � - - !_ , I -- � , , . : , . , - , - , , -� -I ___,___.,,____,_ ___' T ".. - - ;i I � � � , , _1 �� 1 6. � ___ � --- __. -_ -_ �, __: - L" --- - . I ___-_! --- --- � L � --- I I - ": -91, zg� - , `____i_ I I I � - 1 139 i I I I PAREL WITCU COANERS I I - -ft- ! A, � I - O.M. I, �, __ __ I 1 -_ - I I .@ W I- � �� I O'De,j- *W17. AJA,17." .110. U/17, 49/17'. 53/1% 3� V_"� ;qr- ------ - t� 3- A��, 1. MIN. 6AW/111. TAW/ SAWI EXTERIOR W*119. 7801/19 * OW120 1* WIN. - - - - - --- -- --- -- -- - ANCHORS (SEE SECTIONS ON SHEETS 17, III, 19 & 20) - - I - AFETY STORM EANELCL ELEVATION SCALE 3116--i- 1/1 NU% CAP (D-9 2.7w F I IMP, WL411' �Lvtu -.4y) ; LIFE WITY 01-9 , 9=-Jl � _��_i�, � - - __ 11 --lao � 11 (�) ,TM - ; 1-i I I - �- - __, �,�_ � : �, " Z'7--7r��--, -71�� `,N;�V� " ,�," ,��,, \ _,,_ \ / 4\ " ,, / � _._'__��__/ _ - ______1__7 ------ ... __�__ ==_� ._�___ -,�___� , , � - � - =�� ,_� __�, EMEFHOR L SECTION A -A SCALE 3/16'-I" 00,001HUNNA, i I, MAXIMUM A-11 DESIGN PRESSURE RkTINre (R&J.) AND , "ktil, p" T/j, ��% . "I CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE J-4 .-�Ei;�V-.�O__, I : ..* i� : , , g - :: I = Z NO,4416 -. = Z *: , = . * .. III, 23 Z _-, - - : MAXIMUM A.S.D. Mo., PANEL LENGTH -Z - FLORIDA BUiLDING CODE (High Volo.1ty Hu Tcarie Zone) DESIGN SURE L (III) MINIMUM SEPARATION i PANEL I.. " 1ORVD...*' . ' � - ,,LTIXo. �, 20 GAGE GALVANIZED STEEL STORM PANEL Fp FIRES 0.) (SEE SE TO GLASS CONDITION ,, CROWN 8' RATING (p. I I - -_ - /Wilcul') ____ ITT I GLOBAL PROTEC71ON PRODUCTS, I.I.C. - .Tc. I a'-8" 2 UNBOLTED _ ,'- UE__�,-_,�\ � ILVI 5 STREET I �Tl _Lg +55.0. -72.0 3/4- - 9 �. I * loicludIERING CoMr." OWL P..Z* , , I i , / = Tur.,, PIALRE, (9�)W_75"51 FW 41,qm�v 20-176 - pe, ,M,r�=_�,I.�- - - WA*w - I 'A SUO./RWTUK�u� -'Cor", .5� --T- f I� Twx -LIER A ruLT J,_ PC I � - - . U, f 44IL7 zi � I I. =__ I INSTALLATION DETAILS FOR OPTION #2 FO LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD 2IRU-CIMM J- �- - "I ___ - - I " ill ,� I—- � I -,.--. I , ; I p , 17; , :''-, -I,--- - I 1� " -, , 1 . I I 11, � T , � �._= 1, I- 'I, �.�� I 1 - I ,�, ____L t� i� T , - -Ij I i___ I - 4' 1, A_ , ,�� 1 11, �, � I 1�1 1 ., � I ,; I ,L�,-�' 't '. 11 ,11 .�, . mm', HEADER 11 - , I �1' I" - i; ,� " - ,�, "GO � � _4 WOOD HEADER � WOOD HEADER 11� � �,, ,,, I - � I I , � I I I � - FE411-MADIUR .., I � . �� nu , , I � i -REQUIRED I I . ,� - , � i i ", REOURED 1� I � I - I", I - U ,. 1 I 1 �, , -,- i,� 11 - , , I , . � 1/4-. TAPCOH 0 0- 0 � , - -- RAT " , , , �(cs TA -UN 0 a- Ot ,_- - . I :" .��___ � I I , .c. . � I k I e I - __W "1/7`QMIH THREATIED I � I I I IN, THREAD " �� I _ Ili-. T�� 0 0- %C_ ;; " . , , A, � ' , I I _ _ _W/ ,, " �� 1 "' 't IT , I . il - 0 ,/2 M ED , 1� I , I ,,, ... r1READED N , :,� AT W013D , , AT W000 ,,, I � '1� "I I ," I � 1p 4, 1 1 1 r I I �i , , Pe,�ETRATTO � 11i � 11 � I ,I I � PtRETRkTTCN AT WOOD - , il -.-, I , I F L L/1*1"Ti�;17-IT"Zi ED � . I : I I ,� I I , t , I I I I ., : . I r � ��, i , WAM .. � 11 "I VADDIER / ., � 1, ,� i�, : 7 HEADER I I I 11 �, I HEADER � � I � I I I , � I I - I I I I I , , , . I � � ��' � I - ag" c z kl/,. I � mte E4$96 - -1 1, I , '4, � - � , I , % I i . I � , , , � ,,I,. . I, .4 qI%vIIr, V = ij � , 4,pl . I I I c , 1/1' r, I I I I I 1/4 1 . � , � I , , I � �_� �� " � 11 . i = I M_ I -, " I /,. I . � I ." � I � V... - I I . 7 i , � I � I 111 . 2-1 4 I , I , I � . 1� i I - - _rMex I "I 1 , - ; - � I , , I : � 2 - I IIA�. -T � --� I I r I A. I r�� [ � � MOI �., , - �' - I ,___� 2'L , , -a t==_d� " ,_ -, . .1, � I I z i , CONT� � I , a .. ___j ,t� : a � ., i ------ _1____j 4i � - � I 1L. t cow : Com ..- I ,_ : " !�::F=_ ; : �ol I . .. .- I [I I— � iji I � ! . I ljil� , I � , :�_� ! I - . L I � i LF , - C to. I - (j) i : I ; (1) I 1 1 1) I ; ; I I i tsilm 1 -,=. ! : ; , I � ! I I I EXISTING I - six,RMION � , - To oAlS - I I ; 'L* 4 ASS -;_ i I , i- � f I isr: S66,,r - : q : �L, M,,I,. I IJIEE SCREPTAI, . I I � I PANU LEWG�l 1 . CIErI 193 PANEL in SAlXY ,$) � ! (SEE WaL I BELOW) : ,1* Wa (Sri_ ADITUDKITH i : ; I .;614 1 . ; I BROW) ! . ,�,� 0- ' � I'll, I �, WAUTOR I I � 11 (SETMI BELOW) EXlS`R4G 1 '.?= I ! � - I � � , PAR, LENGTH I .", - , , %, SEE NOTE I BELOW) CLASS -�r ,�'= - � 7 I __ ___ - - IA __ � DIAS$ T-(sz samu -- - ; t __ - __ �, - � - - _, , I , , , � - IP"ECI 10 I ,�--- fi- 1'. __ ,----, . � ON tHaT 1.1 I I/4-020II- � , � NS I 11- ,I.,. 1 - � �7 'A/ I I 1 _4+__ I I , - 1. I , - I I ! � ! vs � . I, 3/3r � � ; I ; S.S U.S. W/ I I - .1 I _ � - I i " WIND NUT i I I I I 14110"'Nzi,-1/12, I - I �� I - . , , -�,.- I ,-__--�,`,,r�-,-1- - --- _�`_, � '. I __11- _ __ I'll .1. ., - - 1�=,:- - . . , - V __ 11____. , -, __ _ - 1, __ - -.,- , � I I-' � 'k, � I , , 1 12- k�-P,ir I I I I . I I I , : I ...... 1� 1� I I I I � I I . I � � "I'll , ! , � i ! � I T I 111 � � I ��G- -r= 0 -, : I i � e , I I � /, ", � I i I I i I.- - 4- 1 � 1. i WN I. I � � , - -----I- - 11, � I , I ; � . "I : I I -11 I 1-1- � - -_ � PENETWON AT !' ____�_.__'7�,__,:7________.. ,.- . I I i MIDWIM, OF PWE' - I I t - I, ! : , ; I _LLf_.r - ! � ------ E I __ I t - : � t 0 , -, 6" ,4 � i i . f I ,,,, 3 - � � � ---, I I i I : ; � TM7 I ! * L a, I "I ". ��____L �_ -1 ; I _1 i 7- i?oI _�. 11, 131, - _1 . LL - I I - �. 1, - I, GO I .1 ''I I - 1; � I . , � . I . I - - , T_ - - - 10I ��,' - I Ii. I I - , i . _!171� � eo. : L I t__] ED- ' :�� I EIG , . I I I I I, I - , I - --- I 6. ` � __ i ;;;;;::74 ,I I I �__ - ��' I 11 , - . , � r W " �, � I I __ ;T @ CW. � � I . . � I , 17 1/4-0-2W/4-S.S. MS. W1 ED, .- � I I I7�*,0_2D%3/4'SS. LLS, W/ � i COWT - i " 0.3/32- WING NUT I , 1; ! , I 7/a-013/32- WING NOT I : WAS' � j i YS'. , 3/32* ..3 NO I � 1, : 7j811 , 3/32' WIND "-� :i I _ WASHER 0 17 112- OC . - I � . z � ; !:� I � : WASHER 0 I2 1/2' O,C . � ��, NUT WASHER (BMW) �� : � HER (01ETOND) I 1 � '/'.. ON I � 4". TAPDON 0 6' O.0 I ! 1/4"ll TAPOON 0 a' D.C. ., . - 1� V� , I i 11� _�_ I I I ; W/I `GULN I . I - I -_ STAGGERED W/ SIDE) (SrAGGERED W/ STUD) . P : FIENET;7 � . , I 5 4 j L I I, A, . . THREADED ; ; W "11/2' MIN THArADED . I 1 4 : . . p I . , � � � OF PLATE -1 .� I - i -KY"I � - __�_ , I- - _1 ' � ' -1 - - 1 __ _1_1 � , ,LnT ....'. I � �A'_ - _., , � - NOR A' MOMOTH - . I t 5 !;,, s - OF �LATIT I . - I � , , OF PLATE "I I I , I -_ - _ _&XTnW0OO PLATE IE � ___ _, ___V�4* WOOD PLATE I __ -.- 4 - - _. - +1 6�� __. _ k qDOLARED ,&V PLATE MKINg [ON N WAU MOUSHO INSTAUATION WALL MoUff HMUMN Vft EL I ALIERKAME SAW jHQ I ALL 0 SCALE Ve-0 PAN kAM 2 RL9" BAM OMMMEL SCALE've'-1, SCALLE 5/9'.1' U,,,040#4% SCALE 1/8'-I' %,� N �. !! �4",t NOTES ,/_V - - - ni`� /Z.r"�\tENse '.... s I. NSTAL TONS ARE ONLY VALID MR BUILDINGS WITH A-5,11, DES10,1 LOAM . - FLORIDA BUILDING CODE (Htgh VelocIty Hur .ane Zone) LA - -, __ � z -_ UP To .55.S. -7" PSF AND PANECS LENGTH UP 10 8'-B' ? :' t4o.4 i I,= INIlLK, R.IEM. � PIP 2. MR NEW WOW FRAME CONSTRUCTION, WOOD MEMBERS, TO BE SOUTHERN 3 : . = 1 20 GAGE GALVANIZED STEEL STORM PANEL (TRAIN W� . - 1 /:r PINE NO. 2, */ SPECIFIC DENSITY Or 0.55 OR EQUAL, SoL *'.. -, - - 920-17"6. � . SI E di_,_-�;-_��=-_-sr�-�� - I , -- _� PROTECTION PRODUCTS, U.C. P... "L r�'s - � 00il �W. 51 SIM" s' 4 - / 10 . E C 0 ...,'\ GLOBAL - `L =I. MW -",,I,- �.- W/ --- __.�. -==-='r- � �-)M-,RNRL ,Ax. (�)W-0797 ,)I ,�� I,, - Cell -1 - - (KO, - COUNT I",, I IlUk", INK CA- 1. -Z.-. I 1 I - PE. SEN_jsKUx,LRE,WrE WALTER A. =n �.. RE _. I - I __ i . 41 . MIA U, 0 .16, L4 - - I j 5411il I- OF 2. 1 ��- M , I - I - I - I - POURED, CONCRETE OR CONDIVETE ALOCK REQUIRED INSTALLATION DETAILS FOR OPTION #2 F_QR LIFE SAFM 5TO-RM- eANEL SYSTEM INTO EXISTING POURED UKRUE OR CONCREIE ROCK SIRUCTURE5 L(4' TAKON ANCHORS _. liV TAPOON ANCHORS 1/4- TAPOCIN ANGRORS 0 9' D.C. 0 9' O.Q ---.. - ., _1,�4' TAPCO. ANCHORS 0 v D.C. 0 9' O.C. - , POURED CONCRETE "I POL-vo CONCRETE PMREU CoALDRETE � OR CONCRETE , OR CONCRETE BLOCK REXJOI � r--i: : I �, - . .R_ IT - I EDA �` I i �41 j : ! � �L I : <D � �� : I I ! : OORT_ � , � I - `KRWAOR R, , � - r, 11 RAO, = - I . -D III', , I 'AUT 1.) i 1 I ! I I I i 0 i � I j ! I i , � � � 11 v ; I 12 : 1� " 1 �, ,I I I A i ; �, I , � � i I - I ", : � ED. �,,'� I- a �, � _- I : , , � , , , ," - 4:: i I , �., t __ , _1 " -21!__1 - j , =. ' " - 7 _"� rl : &A4T ,,_7/8*p . 3/32, WN6 NET I : WARREN 0 12 lie 011 1 1�'4* TAKON ANCHORS 1 6 4 1/2' O.C_ (Srfi=CRED W/ STAY) - VRED CtON , GONE, NRETE BLOCK REOURED MU MOUNJING INSTALLATION SCALE 31B'-1* . , A[ 1 1/4- �� :A i "\I,- � , � , _` . . ED - ��A I , , - ,�j 1. i e I __� � -a z F- zvwr� - ;-I 1 swo, ,O) - - 49-J, 1 h ! '4 � '4, - q A IT � I � i � . � � I �� I I � I � . ' . - ,;\, Ir , a ,�;__,IM� ,;, t' 4 1, I- W , N ., 4��L ' i , - - I *WiNt, - I oneft", . 7 ; I I s � K I . _: - - - - I F. - - �11_ - I - - - I . I i ! I , . -1, , �, �jj : . , 'i ,.,�, ,,� j LLL � " , I ", , , -11 I I . U E D.- I , I - � L�,- I � : I " , i E� :-, " � )!_ i I I r� � 1 "I - ___ , 1-1 1; �11 'I- - � �- -.,@ \,�70 vx=) r Ot UT wzNEn I - ___,j14" TAKOU ANCHORS 4 1/2* Ot. I (STAGGERED W/ STUC) FOURED CONCRETE OR CONCRETE SLOCK REQUIRED WALL MOUNTING INSTALLAIM SEGUON 31 2 UEE SAFETY PANE SCALE 3/8--I - SEE SHEET 12 & M MR UCNQRS TYPE . ANI TIK - -I/-.*.- SPACING IOR WA��TIONS PRO WOW ""'" FRAME BUILDING. Ni, ANCHOR %wCjNi (W 3 001KAIM 110" SPACIM AND "AW . - EDGE DISTANCE ARE NXICATED ON TUIS I - 3 scl� FOR ED. LESS THAR "ONCKRED 'N =_ �ff�,;�, I SORMOU: REDUCE AND40R SPACING, By VULTIPLYINC SPACING. SHOWU ON SCHEDULE AMIX FA I-= uii�- - Ram 10 TRE FOLLOWING FACTOM MR THIS OPERATOR to BE POSSSM REDUCED -1-11 1 ,_!,7,______J�_ 1 11"O OBTJWIED USING FACTOR SNIU NOT l/v . BE LESS TRAN MIRMEM SPACING NOTEATEO - __ I - ,�� - I --I - -,za FOR EACU ANCHOR WK ON :7=_ _ �r __ _,_ _ __ , BLOCK REQUIRED 1. , : Fc_ 0. I , i �. � I, III,, I OR CONCRETE I , BLOCK REQUIRED r-c -I - I 1/4. - - . M_ , I ___ - 1 . E.G,* lff��fll _ '1."� _. - .1 , , i _�,_ _ ' I,_-, � � _ , - : __ _� - ,. - � i � I �1: A-L44 kF& ,;_�',, """��L_,.'A , ka � ,-- __ � 1 � DORT i I � ;, i I . I _`,CNWNK*,._ ; � 1-11) i -elPAMTKA1. � � -113 Le" - �� i : � I- =RR ; � z r � ! - I ; �i I - ", ! I "In i ! I G11 � � hi , L 'I , OLZ� 1 M&I I ,� . t, � I Us . I - I � I is I I I Z i I � � . Is i . ,9 i 441 i !1 I - �1 I .� � I I I � I -� : 4 . . 11 :j . r 11: 1 , �, ! � 1, , �, v R' R �� i,4 �,�� , , , 1, i I I ,,Ij . 4+'�, " I It. � . we'll"N". n i I � ! i F I I , --- - I � '- =--.,: �- � , - . �,,__! : i � . - : It � : I i - i I . I , . I a � I I � 4 - , t�`T ! - ; �" -X", s - � I �; ��_, I I 1, I ;.1 - 4.1 i I � '. . 11 ; I U, , � E 1. I .� I � -0. I � JI-7, CDA � , � , 'e I . � , 1. I I I i �_,. - - ! I , - __J I �,, - I --- , - - _.___ :, I � . `:L� -,- , - � � ' � /2 � MS W/ �;II� - - _1 4? 203.23 - " 7�8 0�� I �.*S.S. M,S, W/ I-" , I 1�� 1;,1*.-1- OUT WAS � - ".. MUG NUT WASHER . 11 r , ;. , 1. , HER 4 ,�, (BEYOM 1 0 12 11r Ox, � ./ I � I I � i I � : � � 1/4' TAPCON ANCROALS I i _6 4 I/2' ac� � i -- - ---- ;LtZ"N 0 4 1/2' OLD - POURED CONCRETE . _,_je.,JRCD CONCRETE �j OR CONCRETE BLOCK On CONCRETE BLOCK REWIRED REQUIRED WALL MQUHTING INSTAUATION WALL MOUNTING !15,TALLATION SECTION 413 0 A�NEL 0 UFE 36FETY PANEL SCALE 3/8*-I " SCALE 3/8'-I" IN51ALLA119H DETAILS FQR OE119N .42 FOR LIF INIQ EXISTING WOOD STRUCIURES I I � ,- �� -.q,i --- '�' �, - -7 , -',- - lj� 7- , , � ; il� I I I I -, 11 1� _�4 I " , , " _ ,,, � I _ � I -I' ,_ " iii " ", �,�� i�i , I . _1_-, ,� � I" " �,� �0 �1� -- , z � , - _ I I , � ; � , - , � , � , - I � � I � - 'I, " 1�, " � :�� I I 1 4'0 TAPCON 0 fi- DC, 11 -I- - L � , � � 1). -, I , � I t , : � " - , , , - 1/4*. TAPCON a 8" O.C, , _ _ .... 7�/ 1 , , I � � I �, I 'I, , " � , ___, _ I , 1 12' MIN. THREADED "I ; � �, � � 11, � , � All �� W/ THRM q I I I � i 1, , PE"UNAT WOW �, � � I I til PENETRATION AT WOOD " , r � I I I � j ��i 14EADS � . �� i HEADER I � � 1rq � �, , i ,4 I , I 11 �' I I.. � I L , I � I . I I , I I t - J : A i I , r ,� .0 4*09 " ,/2* 1/4- 1 t*m� 7 III I 1/4� "' , , , , 'i I /21 , I , I 1 � , , I . , I ii M�.- - - 1, � , I 11 . I . I " . I - � - 'I �, � ; r , � T14"_ WOOD HEAD", I . I z � , ! : WOOD HEADER " � , I, z. ; , REOUIRET) .A - � mi. , REOURED -- - j , - F MIA �� i`i j I 1, I I ,I I ; I I t I 1( I : I ! I I Ltil _Z - I ; ? -12 _. i � 'ONT j " __ , I -, _ . - I : DEAN. . I �_ � I , " - : I I Z: � - . Ln t I .1 , ` 3i ** - L L" � LL-JA_-__---, ; . ! . 0) � � 4 ! - cv I I E I I I ! I I -1 SEPAINO. � : To GU`Ss I . IF— (SM W-co" - � � i ! � � ,�� 0. SW IS) j ; I at, sup*RvION, � I "* M M j ------- _� : ': `L' M., __ -1 ��V - - Lso',= - , � PANEL LENGTH ____ - - - � `= ___ - � = , I t - , PANEL LENGTH EXISTING ot, S,,E,, to) � SEE NOTE I BELOW) 1/4' DELM r _I , I &$I e,2,Dw� f - -- -- - _-.�+,` -11 , '. SEE ,_ I 'LASS I ; i I I �! ,7,�e*0 4 ,3/32* ; ! - 1 -",,. 7 : 1, - 1: 1, �._ � T 6 NUT , c - , z i - i 11 . 1______�� .... .... _ -11-1. ," I - J 7 � I ! , " � � --- 1 I ! ! i ,I - - -��,- 4 7 i . I i i� � � Ic __ �_ " , . � I � I � I I I � i I � � I � t I I . - � � 1- I � i ! -----,- _:-, ___ ;t�_ -r= - , *� 11 - i � � � � � I I I i i -.I,- I I � � - .r_.,,.!� ! J." I : ! - cr) ,�, __ '71 � I - � , I I f I i I - I - I . I I : i , '_1 1 6. ED� , � �; � ,; � ': - - I -. I _� . I I � I I �_ -- 11 W, � I ED " Ea. * - - __1 ; , 4 -�-�-- --I-- - � 11 L _: - � - L " t-Li .. __ I E I 0 , - - I - I'll . - :rl - -1 , , - � � � __ I I 1 3 I., , , , � I 2"W WOOD PtAn � s?/6`0 . 3/32' vim NUT 2'14" WOOD PLATE ', � .: �?/8 . 0 . 3/32* ING NUT - ,_� - � �_ , , � [, � � - -- 7� , WAS REOUIREI -� 1, � . W.ER . 11 !/4' Ot. FROLKNED - -, -- I I i HER 0 (BEYOND) I I 1 � � � � � � �, I � 1 i - . " -, , . 414-10 PANELMATE FLU, , ,_ _ " k i p- �_ ___ � � - , � �z " I a 0 jl,D PANELMATE PLP§ - , !_, - � I I a 1/4* 0 C IN 7/0 - /4, O.0 W I I � i , . � I M '41 'Ii=hi` IN. T4L1&O* P ETRKTION �� I � - � i I] Mif`L THREADED ' P 01, ." � � AT MOMD"i I I : I I � , � , , _ I— _ _�� I., A_ 1- , . AT MIDWYOTH OF PLATE I -, ,, or PLATEM71 A � -, 1 , : ,:�� -1 - , � WALL MOUNTAIG INSULLAII N In,"Migh NATLYT-AW vitt"B"TRITN", M 1, ALTERNATIVE 8 #-REGULAR PANEL ,01,','��pm, Qtp!�-, 6 1. __._. " " - , 0 LIELSAEMLYMU - , ,�� '01 SCALE 3/8--I - SCALE �I/s � I � I-- I-— 1. I t4�._"�Y_ENs1_`---.. Ss, FLORIDA BUILDING CODE (NIgh Vetocity f4urticons Zomil) z : . "M N.T=1 0K, F.p = � No f44167 ' * S_ 20 GAGE GALVANIZED STEEL STORM PANEL i. WALLATIONS AM ONLY VAUD FOR BUILDINGS WnH A-5b. DESIGN LOADS = : * (--� .. * 9 �� , OR," m ., Up To +55�� -72O PSF AND PANECS LEWIN UP TO S'-B'. i * I., 4T �� --- -...> - 07/"/=" - ATE " - no, _� - . \ GLOBAL PROTECTION PRODUCTS, I.L.C. LUTE- 2__ FOR WOOD FRAME CONSTRUCTION� WOOD MEMBERS TO BE SOUTHERN i� "I "� , 1'1'1�_ "110C &.1 el STRED . -19- Owla , TTEL, _W �,,,10 / 11LIECOIN HE PIME NO 2, W/ SPECIFIC DENSITY OF 0 .55 OR EDLAL ., O.C. , ., - WW� M- U� . ,-Nel-764Z, fAIT,`T.,�._e,,, 20-i76 ,,,,�, I .t MK, - ..... M I =-VII t.zRocii's I - 1 0.0"_!t ""I�Ill'I"rl.ltll;,"-;-,---- - WALTER & Miff L NL I I - I- ��_ , I - I C"NOTIES __5MW_Ilr6 1 I- WRIC, 11C." Lslantl-*fx!k-�W,IIALOMI-#IWJP40a[*IZR-l]M-1;3L**A[-Itq;IZR;Mi:(4&7f*7.M'.1 I - . , .: _ . I _100 ISIFF �lzktom*;It-,Inwm;lflgl;4:4$Kslfrk.1(4;i.*i;u�i;askel&q;i-gu;w Ko IM11111 114 M ",:, : ir,, _,", q ,� �. , � , I ; -.,� : 1� . _IiIP,._ � =rw � III TO I POURED CONCRETE OR CONCRETE BLOCK REQUIRED I I - F-O.- 4 1 , I ".. : I � ,,�,�� ,A', I � , , I � 1��, I - __ � - - -A , � 10*0 FIANE, 11 P'�Us W/ ... __ 4 LMAI � 3/32- WIND W01 WASH�r j 0 6 I/.- GO I - ,POURED CONCRETE OR CONCRETE BLOCK REQUIRED Wjj�AUAM & REGULAR PANEL SCALE 3/r-l- SIDE SNVET 10 & 20 fon ARCTIC" `YPE * ANC"M YM - - - 1/1. - y... I � 9MOK M RCIALLATiONS Iwo WOOD I- PANOU"M AN FRAW BUILOM Rh ARMIN 9"I'MIC (Mj a I MrW=A:'.'T=9"V=UW -I.-- I � 1 3 SCHEDULE FOR CD ,M THNN VTE�70 CA R.-T I= =" O') 3 - In SDT3IAE REDLrE IINCHM SPACING BY MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR . BY THE FOLLOW41C FACTOM FOR WS - - OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ - SPACING offluiew usiNz, fb" SKAUL HOT � lir - BE LESS THIN 011,0111M s"Cez I11Q`1`G 11 , I , � ____ , FOR ENOR ANCRM TYK ON X" SCRICNIa 'oo, ,iii, __ � __. __ - � __ � I, - 1- I � I I - I - I __1_1 ___i_12T_ POURED CONCRETE - OR CONCRETE BLOCK IiiOUIPED I I T!� * z , �A I_yse , :: . No. 44167 *: I * .* - MF, . ___! __v '7 � � 7: . I I. --- - .--- * '.. I - - - _� _ I ! j i r., .1 ; I - , ,_-, I 6- I - I 13 � . , - T Lo.. - -,-, ; r , I III- "" I �ivm , * : I -1 (Ld I I 11 1. J1. 11 I - � 11�11 � - __ _f/t4-101 PAArUMATE PLUS W/ 0'4 � �/!12- WING NUT WASHER (BEYOND) - -POURED CONCREIt OR CONCAVVE OLOCK REQUIRED WA M0UkMNG INSTAU,ATIQN SECTION 5B 0 LIFE SAFETY PANE SCALE 31e.1' �- _. - I I � i . a k Do, I i 0 _ . - h is _ I . ti � to v � 11 . � cn C-4 %Z .41 W _-j =) n FLORIDA BUILDING CODE (Higrt Voloalty Hurricone Zen . 20 GAGE ,P � Ticem PKL GALVANIZED STEEL STORM PANEL Dt" W MJ2$/2M __ _' PRODUCTS, LLC, ,,R, L I E Z 3 .".. � \ GLOBAL PROTECT.10N ,W. 51 .11 No, & "co,"KNO COMPANV "O'e-, - sz, U314 20-176 . _2 .;:-,::"'4�.U1 "UTIZ M� OR9i'm, I 11�_ 1!� , . ..-,--I - ,� 010W.0 ".� PIC O)"WvJ"C/"TE �5c:D , 11 I r- C= C."� : C..D C�4 . co :.4 ; I.A.- 1:1- 2 C= - n C-4 X_- A C2 2 cets C-3 ,4 W C, 3: =_ .9 - - - 2! F_ ., = ,�, c:i - c tW ,j , ii ,a 3; - 5 10 W .= . ,.� W z � = = .t. ci, ��! ,- =: a-- -,�x2 ch = E ,c I'D E� ('I - 1�! I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 POURED, CONCRETE OR CONDIVETE ALOCK REQUIRED INSTALLATION DETAILS FOR OPTION #2 F_QR LIFE SAFM 5TO-RM- eANEL SYSTEM INTO EXISTING POURED UKRUE OR CONCREIE ROCK SIRUCTURE5 L(4' TAKON ANCHORS _. liV TAPOON ANCHORS 1/4- TAPOCIN ANGRORS 0 9' D.C. 0 9' O.Q ---.. - ., _1,�4' TAPCO. ANCHORS 0 v D.C. 0 9' O.C. - , POURED CONCRETE "I POL-vo CONCRETE PMREU CoALDRETE � OR CONCRETE , OR CONCRETE BLOCK REXJOI � r--i: : I �, - . .R_ IT - I EDA �` I i �41 j : ! � �L I : <D � �� : I I ! : OORT_ � , � I - `KRWAOR R, , � - r, 11 RAO, = - I . -D III', , I 'AUT 1.) i 1 I ! I I I i 0 i � I j ! I i , � � � 11 v ; I 12 : 1� " 1 �, ,I I I A i ; �, I , � � i I - I ", : � ED. �,,'� I- a �, � _- I : , , � , , , ," - 4:: i I , �., t __ , _1 " -21!__1 - j , =. ' " - 7 _"� rl : &A4T ,,_7/8*p . 3/32, WN6 NET I : WARREN 0 12 lie 011 1 1�'4* TAKON ANCHORS 1 6 4 1/2' O.C_ (Srfi=CRED W/ STAY) - VRED CtON , GONE, NRETE BLOCK REOURED MU MOUNJING INSTALLATION SCALE 31B'-1* . , A[ 1 1/4- �� :A i "\I,- � , � , _` . . ED - ��A I , , - ,�j 1. i e I __� � -a z F- zvwr� - ;-I 1 swo, ,O) - - 49-J, 1 h ! '4 � '4, - q A IT � I � i � . � � I �� I I � I � . ' . - ,;\, Ir , a ,�;__,IM� ,;, t' 4 1, I- W , N ., 4��L ' i , - - I *WiNt, - I oneft", . 7 ; I I s � K I . _: - - - - I F. - - �11_ - I - - - I . I i ! I , . -1, , �, �jj : . , 'i ,.,�, ,,� j LLL � " , I ", , , -11 I I . U E D.- I , I - � L�,- I � : I " , i E� :-, " � )!_ i I I r� � 1 "I - ___ , 1-1 1; �11 'I- - � �- -.,@ \,�70 vx=) r Ot UT wzNEn I - ___,j14" TAKOU ANCHORS 4 1/2* Ot. I (STAGGERED W/ STUC) FOURED CONCRETE OR CONCRETE SLOCK REQUIRED WALL MOUNTING INSTALLAIM SEGUON 31 2 UEE SAFETY PANE SCALE 3/8--I - SEE SHEET 12 & M MR UCNQRS TYPE . ANI TIK - -I/-.*.- SPACING IOR WA��TIONS PRO WOW ""'" FRAME BUILDING. Ni, ANCHOR %wCjNi (W 3 001KAIM 110" SPACIM AND "AW . - EDGE DISTANCE ARE NXICATED ON TUIS I - 3 scl� FOR ED. LESS THAR "ONCKRED 'N =_ �ff�,;�, I SORMOU: REDUCE AND40R SPACING, By VULTIPLYINC SPACING. SHOWU ON SCHEDULE AMIX FA I-= uii�- - Ram 10 TRE FOLLOWING FACTOM MR THIS OPERATOR to BE POSSSM REDUCED -1-11 1 ,_!,7,______J�_ 1 11"O OBTJWIED USING FACTOR SNIU NOT l/v . BE LESS TRAN MIRMEM SPACING NOTEATEO - __ I - ,�� - I --I - -,za FOR EACU ANCHOR WK ON :7=_ _ �r __ _,_ _ __ , BLOCK REQUIRED 1. , : Fc_ 0. I , i �. � I, III,, I OR CONCRETE I , BLOCK REQUIRED r-c -I - I 1/4. - - . M_ , I ___ - 1 . E.G,* lff��fll _ '1."� _. - .1 , , i _�,_ _ ' I,_-, � � _ , - : __ _� - ,. - � i � I �1: A-L44 kF& ,;_�',, """��L_,.'A , ka � ,-- __ � 1 � DORT i I � ;, i I . I _`,CNWNK*,._ ; � 1-11) i -elPAMTKA1. � � -113 Le" - �� i : � I- =RR ; � z r � ! - I ; �i I - ", ! I "In i ! I G11 � � hi , L 'I , OLZ� 1 M&I I ,� . t, � I Us . I - I � I is I I I Z i I � � . Is i . ,9 i 441 i !1 I - �1 I .� � I I I � I -� : 4 . . 11 :j . r 11: 1 , �, ! � 1, , �, v R' R �� i,4 �,�� , , , 1, i I I ,,Ij . 4+'�, " I It. � . we'll"N". n i I � ! i F I I , --- - I � '- =--.,: �- � , - . �,,__! : i � . - : It � : I i - i I . I , . I a � I I � 4 - , t�`T ! - ; �" -X", s - � I �; ��_, I I 1, I ;.1 - 4.1 i I � '. . 11 ; I U, , � E 1. I .� I � -0. I � JI-7, CDA � , � , 'e I . � , 1. I I I i �_,. - - ! I , - __J I �,, - I --- , - - _.___ :, I � . `:L� -,- , - � � ' � /2 � MS W/ �;II� - - _1 4? 203.23 - " 7�8 0�� I �.*S.S. M,S, W/ I-" , I 1�� 1;,1*.-1- OUT WAS � - ".. MUG NUT WASHER . 11 r , ;. , 1. , HER 4 ,�, (BEYOM 1 0 12 11r Ox, � ./ I � I I � i I � : � � 1/4' TAPCON ANCROALS I i _6 4 I/2' ac� � i -- - ---- ;LtZ"N 0 4 1/2' OLD - POURED CONCRETE . _,_je.,JRCD CONCRETE �j OR CONCRETE BLOCK On CONCRETE BLOCK REWIRED REQUIRED WALL MQUHTING INSTAUATION WALL MOUNTING !15,TALLATION SECTION 413 0 A�NEL 0 UFE 36FETY PANEL SCALE 3/8*-I " SCALE 3/8'-I" IN51ALLA119H DETAILS FQR OE119N .42 FOR LIF INIQ EXISTING WOOD STRUCIURES I I � ,- �� -.q,i --- '�' �, - -7 , -',- - lj� 7- , , � ; il� I I I I -, 11 1� _�4 I " , , " _ ,,, � I _ � I -I' ,_ " iii " ", �,�� i�i , I . _1_-, ,� � I" " �,� �0 �1� -- , z � , - _ I I , � ; � , - , � , � , - I � � I � - 'I, " 1�, " � :�� I I 1 4'0 TAPCON 0 fi- DC, 11 -I- - L � , � � 1). -, I , � I t , : � " - , , , - 1/4*. TAPCON a 8" O.C, , _ _ .... 7�/ 1 , , I � � I �, I 'I, , " � , ___, _ I , 1 12' MIN. THREADED "I ; � �, � � 11, � , � All �� W/ THRM q I I I � i 1, , PE"UNAT WOW �, � � I I til PENETRATION AT WOOD " , r � I I I � j ��i 14EADS � . �� i HEADER I � � 1rq � �, , i ,4 I , I 11 �' I I.. � I L , I � I . I I , I I t - J : A i I , r ,� .0 4*09 " ,/2* 1/4- 1 t*m� 7 III I 1/4� "' , , , , 'i I /21 , I , I 1 � , , I . , I ii M�.- - - 1, � , I 11 . I . I " . I - � - 'I �, � ; r , � T14"_ WOOD HEAD", I . I z � , ! : WOOD HEADER " � , I, z. ; , REOUIRET) .A - � mi. , REOURED -- - j , - F MIA �� i`i j I 1, I I ,I I ; I I t I 1( I : I ! I I Ltil _Z - I ; ? -12 _. i � 'ONT j " __ , I -, _ . - I : DEAN. . I �_ � I , " - : I I Z: � - . Ln t I .1 , ` 3i ** - L L" � LL-JA_-__---, ; . ! . 0) � � 4 ! - cv I I E I I I ! I I -1 SEPAINO. � : To GU`Ss I . IF— (SM W-co" - � � i ! � � ,�� 0. SW IS) j ; I at, sup*RvION, � I "* M M j ------- _� : ': `L' M., __ -1 ��V - - Lso',= - , � PANEL LENGTH ____ - - - � `= ___ - � = , I t - , PANEL LENGTH EXISTING ot, S,,E,, to) � SEE NOTE I BELOW) 1/4' DELM r _I , I &$I e,2,Dw� f - -- -- - _-.�+,` -11 , '. SEE ,_ I 'LASS I ; i I I �! ,7,�e*0 4 ,3/32* ; ! - 1 -",,. 7 : 1, - 1: 1, �._ � T 6 NUT , c - , z i - i 11 . 1______�� .... .... _ -11-1. ," I - J 7 � I ! , " � � --- 1 I ! ! i ,I - - -��,- 4 7 i . I i i� � � Ic __ �_ " , . � I � I � I I I � i I � � I � t I I . - � � 1- I � i ! -----,- _:-, ___ ;t�_ -r= - , *� 11 - i � � � � � I I I i i -.I,- I I � � - .r_.,,.!� ! J." I : ! - cr) ,�, __ '71 � I - � , I I f I i I - I - I . I I : i , '_1 1 6. ED� , � �; � ,; � ': - - I -. I _� . I I � I I �_ -- 11 W, � I ED " Ea. * - - __1 ; , 4 -�-�-- --I-- - � 11 L _: - � - L " t-Li .. __ I E I 0 , - - I - I'll . - :rl - -1 , , - � � � __ I I 1 3 I., , , , � I 2"W WOOD PtAn � s?/6`0 . 3/32' vim NUT 2'14" WOOD PLATE ', � .: �?/8 . 0 . 3/32* ING NUT - ,_� - � �_ , , � [, � � - -- 7� , WAS REOUIREI -� 1, � . W.ER . 11 !/4' Ot. FROLKNED - -, -- I I i HER 0 (BEYOND) I I 1 � � � � � � �, I � 1 i - . " -, , . 414-10 PANELMATE FLU, , ,_ _ " k i p- �_ ___ � � - , � �z " I a 0 jl,D PANELMATE PLP§ - , !_, - � I I a 1/4* 0 C IN 7/0 - /4, O.0 W I I � i , . � I M '41 'Ii=hi` IN. T4L1&O* P ETRKTION �� I � - � i I] Mif`L THREADED ' P 01, ." � � AT MOMD"i I I : I I � , � , , _ I— _ _�� I., A_ 1- , . AT MIDWYOTH OF PLATE I -, ,, or PLATEM71 A � -, 1 , : ,:�� -1 - , � WALL MOUNTAIG INSULLAII N In,"Migh NATLYT-AW vitt"B"TRITN", M 1, ALTERNATIVE 8 #-REGULAR PANEL ,01,','��pm, Qtp!�-, 6 1. __._. " " - , 0 LIELSAEMLYMU - , ,�� '01 SCALE 3/8--I - SCALE �I/s � I � I-- I-— 1. I t4�._"�Y_ENs1_`---.. Ss, FLORIDA BUILDING CODE (NIgh Vetocity f4urticons Zomil) z : . "M N.T=1 0K, F.p = � No f44167 ' * S_ 20 GAGE GALVANIZED STEEL STORM PANEL i. WALLATIONS AM ONLY VAUD FOR BUILDINGS WnH A-5b. DESIGN LOADS = : * (--� .. * 9 �� , OR," m ., Up To +55�� -72O PSF AND PANECS LEWIN UP TO S'-B'. i * I., 4T �� --- -...> - 07/"/=" - ATE " - no, _� - . \ GLOBAL PROTECTION PRODUCTS, I.L.C. LUTE- 2__ FOR WOOD FRAME CONSTRUCTION� WOOD MEMBERS TO BE SOUTHERN i� "I "� , 1'1'1�_ "110C &.1 el STRED . -19- Owla , TTEL, _W �,,,10 / 11LIECOIN HE PIME NO 2, W/ SPECIFIC DENSITY OF 0 .55 OR EDLAL ., O.C. , ., - WW� M- U� . ,-Nel-764Z, fAIT,`T.,�._e,,, 20-i76 ,,,,�, I .t MK, - ..... M I =-VII t.zRocii's I - 1 0.0"_!t ""I�Ill'I"rl.ltll;,"-;-,---- - WALTER & Miff L NL I I - I- ��_ , I - I C"NOTIES __5MW_Ilr6 1 I- WRIC, 11C." Lslantl-*fx!k-�W,IIALOMI-#IWJP40a[*IZR-l]M-1;3L**A[-Itq;IZR;Mi:(4&7f*7.M'.1 I - . , .: _ . I _100 ISIFF �lzktom*;It-,Inwm;lflgl;4:4$Kslfrk.1(4;i.*i;u�i;askel&q;i-gu;w Ko IM11111 114 M ",:, : ir,, _,", q ,� �. , � , I ; -.,� : 1� . _IiIP,._ � =rw � III TO I POURED CONCRETE OR CONCRETE BLOCK REQUIRED I I - F-O.- 4 1 , I ".. : I � ,,�,�� ,A', I � , , I � 1��, I - __ � - - -A , � 10*0 FIANE, 11 P'�Us W/ ... __ 4 LMAI � 3/32- WIND W01 WASH�r j 0 6 I/.- GO I - ,POURED CONCRETE OR CONCRETE BLOCK REQUIRED Wjj�AUAM & REGULAR PANEL SCALE 3/r-l- SIDE SNVET 10 & 20 fon ARCTIC" `YPE * ANC"M YM - - - 1/1. - y... I � 9MOK M RCIALLATiONS Iwo WOOD I- PANOU"M AN FRAW BUILOM Rh ARMIN 9"I'MIC (Mj a I MrW=A:'.'T=9"V=UW -I.-- I � 1 3 SCHEDULE FOR CD ,M THNN VTE�70 CA R.-T I= =" O') 3 - In SDT3IAE REDLrE IINCHM SPACING BY MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR . BY THE FOLLOW41C FACTOM FOR WS - - OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ - SPACING offluiew usiNz, fb" SKAUL HOT � lir - BE LESS THIN 011,0111M s"Cez I11Q`1`G 11 , I , � ____ , FOR ENOR ANCRM TYK ON X" SCRICNIa 'oo, ,iii, __ � __. __ - � __ � I, - 1- I � I I - I - I __1_1 ___i_12T_ POURED CONCRETE - OR CONCRETE BLOCK IiiOUIPED I I T!� * z , �A I_yse , :: . No. 44167 *: I * .* - MF, . ___! __v '7 � � 7: . I I. --- - .--- * '.. I - - - _� _ I ! j i r., .1 ; I - , ,_-, I 6- I - I 13 � . , - T Lo.. - -,-, ; r , I III- "" I �ivm , * : I -1 (Ld I I 11 1. J1. 11 I - � 11�11 � - __ _f/t4-101 PAArUMATE PLUS W/ 0'4 � �/!12- WING NUT WASHER (BEYOND) - -POURED CONCREIt OR CONCAVVE OLOCK REQUIRED WA M0UkMNG INSTAU,ATIQN SECTION 5B 0 LIFE SAFETY PANE SCALE 31e.1' �- _. - I I � i . a k Do, I i 0 _ . - h is _ I . ti � to v � 11 . � cn C-4 %Z .41 W _-j =) n FLORIDA BUILDING CODE (Higrt Voloalty Hurricone Zen . 20 GAGE ,P � Ticem PKL GALVANIZED STEEL STORM PANEL Dt" W MJ2$/2M __ _' PRODUCTS, LLC, ,,R, L I E Z 3 .".. � \ GLOBAL PROTECT.10N ,W. 51 .11 No, & "co,"KNO COMPANV "O'e-, - sz, U314 20-176 . _2 .;:-,::"'4�.U1 "UTIZ M� OR9i'm, I 11�_ 1!� , . ..-,--I - ,� 010W.0 ".� PIC O)"WvJ"C/"TE �5c:D , 11 I r- C= C."� : C..D C�4 . co :.4 ; I.A.- 1:1- 2 C= - n C-4 X_- A C2 2 cets C-3 ,4 W C, 3: =_ .9 - - - 2! F_ ., = ,�, c:i - c tW ,j , ii ,a 3; - 5 10 W .= . ,.� W z � = = .t. ci, ��! ,- =: a-- -,�x2 ch = E ,c I'D E� ('I - 1�! I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 INSTALLATION DETAILS FOR OPTION #2 F_QR LIFE SAFM 5TO-RM- eANEL SYSTEM INTO EXISTING POURED UKRUE OR CONCREIE ROCK SIRUCTURE5 L(4' TAKON ANCHORS _. liV TAPOON ANCHORS 1/4- TAPOCIN ANGRORS 0 9' D.C. 0 9' O.Q ---.. - ., _1,�4' TAPCO. ANCHORS 0 v D.C. 0 9' O.C. - , POURED CONCRETE "I POL-vo CONCRETE PMREU CoALDRETE � OR CONCRETE , OR CONCRETE BLOCK REXJOI � r--i: : I �, - . .R_ IT - I EDA �` I i �41 j : ! � �L I : <D � �� : I I ! : OORT_ � , � I - `KRWAOR R, , � - r, 11 RAO, = - I . -D III', , I 'AUT 1.) i 1 I ! I I I i 0 i � I j ! I i , � � � 11 v ; I 12 : 1� " 1 �, ,I I I A i ; �, I , � � i I - I ", : � ED. �,,'� I- a �, � _- I : , , � , , , ," - 4:: i I , �., t __ , _1 " -21!__1 - j , =. ' " - 7 _"� rl : &A4T ,,_7/8*p . 3/32, WN6 NET I : WARREN 0 12 lie 011 1 1�'4* TAKON ANCHORS 1 6 4 1/2' O.C_ (Srfi=CRED W/ STAY) - VRED CtON , GONE, NRETE BLOCK REOURED MU MOUNJING INSTALLATION SCALE 31B'-1* . , A[ 1 1/4- �� :A i "\I,- � , � , _` . . ED - ��A I , , - ,�j 1. i e I __� � -a z F- zvwr� - ;-I 1 swo, ,O) - - 49-J, 1 h ! '4 � '4, - q A IT � I � i � . � � I �� I I � I � . ' . - ,;\, Ir , a ,�;__,IM� ,;, t' 4 1, I- W , N ., 4��L ' i , - - I *WiNt, - I oneft", . 7 ; I I s � K I . _: - - - - I F. - - �11_ - I - - - I . I i ! I , . -1, , �, �jj : . , 'i ,.,�, ,,� j LLL � " , I ", , , -11 I I . U E D.- I , I - � L�,- I � : I " , i E� :-, " � )!_ i I I r� � 1 "I - ___ , 1-1 1; �11 'I- - � �- -.,@ \,�70 vx=) r Ot UT wzNEn I - ___,j14" TAKOU ANCHORS 4 1/2* Ot. I (STAGGERED W/ STUC) FOURED CONCRETE OR CONCRETE SLOCK REQUIRED WALL MOUNTING INSTALLAIM SEGUON 31 2 UEE SAFETY PANE SCALE 3/8--I - SEE SHEET 12 & M MR UCNQRS TYPE . ANI TIK - -I/-.*.- SPACING IOR WA��TIONS PRO WOW ""'" FRAME BUILDING. Ni, ANCHOR %wCjNi (W 3 001KAIM 110" SPACIM AND "AW . - EDGE DISTANCE ARE NXICATED ON TUIS I - 3 scl� FOR ED. LESS THAR "ONCKRED 'N =_ �ff�,;�, I SORMOU: REDUCE AND40R SPACING, By VULTIPLYINC SPACING. SHOWU ON SCHEDULE AMIX FA I-= uii�- - Ram 10 TRE FOLLOWING FACTOM MR THIS OPERATOR to BE POSSSM REDUCED -1-11 1 ,_!,7,______J�_ 1 11"O OBTJWIED USING FACTOR SNIU NOT l/v . BE LESS TRAN MIRMEM SPACING NOTEATEO - __ I - ,�� - I --I - -,za FOR EACU ANCHOR WK ON :7=_ _ �r __ _,_ _ __ , BLOCK REQUIRED 1. , : Fc_ 0. I , i �. � I, III,, I OR CONCRETE I , BLOCK REQUIRED r-c -I - I 1/4. - - . M_ , I ___ - 1 . E.G,* lff��fll _ '1."� _. - .1 , , i _�,_ _ ' I,_-, � � _ , - : __ _� - ,. - � i � I �1: A-L44 kF& ,;_�',, """��L_,.'A , ka � ,-- __ � 1 � DORT i I � ;, i I . I _`,CNWNK*,._ ; � 1-11) i -elPAMTKA1. � � -113 Le" - �� i : � I- =RR ; � z r � ! - I ; �i I - ", ! I "In i ! I G11 � � hi , L 'I , OLZ� 1 M&I I ,� . t, � I Us . I - I � I is I I I Z i I � � . Is i . ,9 i 441 i !1 I - �1 I .� � I I I � I -� : 4 . . 11 :j . r 11: 1 , �, ! � 1, , �, v R' R �� i,4 �,�� , , , 1, i I I ,,Ij . 4+'�, " I It. � . we'll"N". n i I � ! i F I I , --- - I � '- =--.,: �- � , - . �,,__! : i � . - : It � : I i - i I . I , . I a � I I � 4 - , t�`T ! - ; �" -X", s - � I �; ��_, I I 1, I ;.1 - 4.1 i I � '. . 11 ; I U, , � E 1. I .� I � -0. I � JI-7, CDA � , � , 'e I . � , 1. I I I i �_,. - - ! I , - __J I �,, - I --- , - - _.___ :, I � . `:L� -,- , - � � ' � /2 � MS W/ �;II� - - _1 4? 203.23 - " 7�8 0�� I �.*S.S. M,S, W/ I-" , I 1�� 1;,1*.-1- OUT WAS � - ".. MUG NUT WASHER . 11 r , ;. , 1. , HER 4 ,�, (BEYOM 1 0 12 11r Ox, � ./ I � I I � i I � : � � 1/4' TAPCON ANCROALS I i _6 4 I/2' ac� � i -- - ---- ;LtZ"N 0 4 1/2' OLD - POURED CONCRETE . _,_je.,JRCD CONCRETE �j OR CONCRETE BLOCK On CONCRETE BLOCK REWIRED REQUIRED WALL MQUHTING INSTAUATION WALL MOUNTING !15,TALLATION SECTION 413 0 A�NEL 0 UFE 36FETY PANEL SCALE 3/8*-I " SCALE 3/8'-I" IN51ALLA119H DETAILS FQR OE119N .42 FOR LIF INIQ EXISTING WOOD STRUCIURES I I � ,- �� -.q,i --- '�' �, - -7 , -',- - lj� 7- , , � ; il� I I I I -, 11 1� _�4 I " , , " _ ,,, � I _ � I -I' ,_ " iii " ", �,�� i�i , I . _1_-, ,� � I" " �,� �0 �1� -- , z � , - _ I I , � ; � , - , � , � , - I � � I � - 'I, " 1�, " � :�� I I 1 4'0 TAPCON 0 fi- DC, 11 -I- - L � , � � 1). -, I , � I t , : � " - , , , - 1/4*. TAPCON a 8" O.C, , _ _ .... 7�/ 1 , , I � � I �, I 'I, , " � , ___, _ I , 1 12' MIN. THREADED "I ; � �, � � 11, � , � All �� W/ THRM q I I I � i 1, , PE"UNAT WOW �, � � I I til PENETRATION AT WOOD " , r � I I I � j ��i 14EADS � . �� i HEADER I � � 1rq � �, , i ,4 I , I 11 �' I I.. � I L , I � I . I I , I I t - J : A i I , r ,� .0 4*09 " ,/2* 1/4- 1 t*m� 7 III I 1/4� "' , , , , 'i I /21 , I , I 1 � , , I . , I ii M�.- - - 1, � , I 11 . I . I " . I - � - 'I �, � ; r , � T14"_ WOOD HEAD", I . I z � , ! : WOOD HEADER " � , I, z. ; , REOUIRET) .A - � mi. , REOURED -- - j , - F MIA �� i`i j I 1, I I ,I I ; I I t I 1( I : I ! I I Ltil _Z - I ; ? -12 _. i � 'ONT j " __ , I -, _ . - I : DEAN. . I �_ � I , " - : I I Z: � - . Ln t I .1 , ` 3i ** - L L" � LL-JA_-__---, ; . ! . 0) � � 4 ! - cv I I E I I I ! I I -1 SEPAINO. � : To GU`Ss I . IF— (SM W-co" - � � i ! � � ,�� 0. SW IS) j ; I at, sup*RvION, � I "* M M j ------- _� : ': `L' M., __ -1 ��V - - Lso',= - , � PANEL LENGTH ____ - - - � `= ___ - � = , I t - , PANEL LENGTH EXISTING ot, S,,E,, to) � SEE NOTE I BELOW) 1/4' DELM r _I , I &$I e,2,Dw� f - -- -- - _-.�+,` -11 , '. SEE ,_ I 'LASS I ; i I I �! ,7,�e*0 4 ,3/32* ; ! - 1 -",,. 7 : 1, - 1: 1, �._ � T 6 NUT , c - , z i - i 11 . 1______�� .... .... _ -11-1. ," I - J 7 � I ! , " � � --- 1 I ! ! i ,I - - -��,- 4 7 i . I i i� � � Ic __ �_ " , . � I � I � I I I � i I � � I � t I I . - � � 1- I � i ! -----,- _:-, ___ ;t�_ -r= - , *� 11 - i � � � � � I I I i i -.I,- I I � � - .r_.,,.!� ! J." I : ! - cr) ,�, __ '71 � I - � , I I f I i I - I - I . I I : i , '_1 1 6. ED� , � �; � ,; � ': - - I -. I _� . I I � I I �_ -- 11 W, � I ED " Ea. * - - __1 ; , 4 -�-�-- --I-- - � 11 L _: - � - L " t-Li .. __ I E I 0 , - - I - I'll . - :rl - -1 , , - � � � __ I I 1 3 I., , , , � I 2"W WOOD PtAn � s?/6`0 . 3/32' vim NUT 2'14" WOOD PLATE ', � .: �?/8 . 0 . 3/32* ING NUT - ,_� - � �_ , , � [, � � - -- 7� , WAS REOUIREI -� 1, � . W.ER . 11 !/4' Ot. FROLKNED - -, -- I I i HER 0 (BEYOND) I I 1 � � � � � � �, I � 1 i - . " -, , . 414-10 PANELMATE FLU, , ,_ _ " k i p- �_ ___ � � - , � �z " I a 0 jl,D PANELMATE PLP§ - , !_, - � I I a 1/4* 0 C IN 7/0 - /4, O.0 W I I � i , . � I M '41 'Ii=hi` IN. T4L1&O* P ETRKTION �� I � - � i I] Mif`L THREADED ' P 01, ." � � AT MOMD"i I I : I I � , � , , _ I— _ _�� I., A_ 1- , . AT MIDWYOTH OF PLATE I -, ,, or PLATEM71 A � -, 1 , : ,:�� -1 - , � WALL MOUNTAIG INSULLAII N In,"Migh NATLYT-AW vitt"B"TRITN", M 1, ALTERNATIVE 8 #-REGULAR PANEL ,01,','��pm, Qtp!�-, 6 1. __._. " " - , 0 LIELSAEMLYMU - , ,�� '01 SCALE 3/8--I - SCALE �I/s � I � I-- I-— 1. I t4�._"�Y_ENs1_`---.. Ss, FLORIDA BUILDING CODE (NIgh Vetocity f4urticons Zomil) z : . "M N.T=1 0K, F.p = � No f44167 ' * S_ 20 GAGE GALVANIZED STEEL STORM PANEL i. WALLATIONS AM ONLY VAUD FOR BUILDINGS WnH A-5b. DESIGN LOADS = : * (--� .. * 9 �� , OR," m ., Up To +55�� -72O PSF AND PANECS LEWIN UP TO S'-B'. i * I., 4T �� --- -...> - 07/"/=" - ATE " - no, _� - . \ GLOBAL PROTECTION PRODUCTS, I.L.C. LUTE- 2__ FOR WOOD FRAME CONSTRUCTION� WOOD MEMBERS TO BE SOUTHERN i� "I "� , 1'1'1�_ "110C &.1 el STRED . -19- Owla , TTEL, _W �,,,10 / 11LIECOIN HE PIME NO 2, W/ SPECIFIC DENSITY OF 0 .55 OR EDLAL ., O.C. , ., - WW� M- U� . ,-Nel-764Z, fAIT,`T.,�._e,,, 20-i76 ,,,,�, I .t MK, - ..... M I =-VII t.zRocii's I - 1 0.0"_!t ""I�Ill'I"rl.ltll;,"-;-,---- - WALTER & Miff L NL I I - I- ��_ , I - I C"NOTIES __5MW_Ilr6 1 I- WRIC, 11C." Lslantl-*fx!k-�W,IIALOMI-#IWJP40a[*IZR-l]M-1;3L**A[-Itq;IZR;Mi:(4&7f*7.M'.1 I - . , .: _ . I _100 ISIFF �lzktom*;It-,Inwm;lflgl;4:4$Kslfrk.1(4;i.*i;u�i;askel&q;i-gu;w Ko IM11111 114 M ",:, : ir,, _,", q ,� �. , � , I ; -.,� : 1� . _IiIP,._ � =rw � III TO I POURED CONCRETE OR CONCRETE BLOCK REQUIRED I I - F-O.- 4 1 , I ".. : I � ,,�,�� ,A', I � , , I � 1��, I - __ � - - -A , � 10*0 FIANE, 11 P'�Us W/ ... __ 4 LMAI � 3/32- WIND W01 WASH�r j 0 6 I/.- GO I - ,POURED CONCRETE OR CONCRETE BLOCK REQUIRED Wjj�AUAM & REGULAR PANEL SCALE 3/r-l- SIDE SNVET 10 & 20 fon ARCTIC" `YPE * ANC"M YM - - - 1/1. - y... I � 9MOK M RCIALLATiONS Iwo WOOD I- PANOU"M AN FRAW BUILOM Rh ARMIN 9"I'MIC (Mj a I MrW=A:'.'T=9"V=UW -I.-- I � 1 3 SCHEDULE FOR CD ,M THNN VTE�70 CA R.-T I= =" O') 3 - In SDT3IAE REDLrE IINCHM SPACING BY MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR . BY THE FOLLOW41C FACTOM FOR WS - - OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ - SPACING offluiew usiNz, fb" SKAUL HOT � lir - BE LESS THIN 011,0111M s"Cez I11Q`1`G 11 , I , � ____ , FOR ENOR ANCRM TYK ON X" SCRICNIa 'oo, ,iii, __ � __. __ - � __ � I, - 1- I � I I - I - I __1_1 ___i_12T_ POURED CONCRETE - OR CONCRETE BLOCK IiiOUIPED I I T!� * z , �A I_yse , :: . No. 44167 *: I * .* - MF, . ___! __v '7 � � 7: . I I. --- - .--- * '.. I - - - _� _ I ! j i r., .1 ; I - , ,_-, I 6- I - I 13 � . , - T Lo.. - -,-, ; r , I III- "" I �ivm , * : I -1 (Ld I I 11 1. J1. 11 I - � 11�11 � - __ _f/t4-101 PAArUMATE PLUS W/ 0'4 � �/!12- WING NUT WASHER (BEYOND) - -POURED CONCREIt OR CONCAVVE OLOCK REQUIRED WA M0UkMNG INSTAU,ATIQN SECTION 5B 0 LIFE SAFETY PANE SCALE 31e.1' �- _. - I I � i . a k Do, I i 0 _ . - h is _ I . ti � to v � 11 . � cn C-4 %Z .41 W _-j =) n FLORIDA BUILDING CODE (Higrt Voloalty Hurricone Zen . 20 GAGE ,P � Ticem PKL GALVANIZED STEEL STORM PANEL Dt" W MJ2$/2M __ _' PRODUCTS, LLC, ,,R, L I E Z 3 .".. � \ GLOBAL PROTECT.10N ,W. 51 .11 No, & "co,"KNO COMPANV "O'e-, - sz, U314 20-176 . _2 .;:-,::"'4�.U1 "UTIZ M� OR9i'm, I 11�_ 1!� , . ..-,--I - ,� 010W.0 ".� PIC O)"WvJ"C/"TE �5c:D , 11 I r- C= C."� : C..D C�4 . co :.4 ; I.A.- 1:1- 2 C= - n C-4 X_- A C2 2 cets C-3 ,4 W C, 3: =_ .9 - - - 2! F_ ., = ,�, c:i - c tW ,j , ii ,a 3; - 5 10 W .= . ,.� W z � = = .t. ci, ��! ,- =: a-- -,�x2 ch = E ,c I'D E� ('I - 1�! I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 . , A[ 1 1/4- �� :A i "\I,- � , � , _` . . ED - ��A I , , - ,�j 1. i e I __� � -a z F- zvwr� - ;-I 1 swo, ,O) - - 49-J, 1 h ! '4 � '4, - q A IT � I � i � . � � I �� I I � I � . ' . - ,;\, Ir , a ,�;__,IM� ,;, t' 4 1, I- W , N ., 4��L ' i , - - I *WiNt, - I oneft", . 7 ; I I s � K I . _: - - - - I F. - - �11_ - I - - - I . I i ! I , . -1, , �, �jj : . , 'i ,.,�, ,,� j LLL � " , I ", , , -11 I I . U E D.- I , I - � L�,- I � : I " , i E� :-, " � )!_ i I I r� � 1 "I - ___ , 1-1 1; �11 'I- - � �- -.,@ \,�70 vx=) r Ot UT wzNEn I - ___,j14" TAKOU ANCHORS 4 1/2* Ot. I (STAGGERED W/ STUC) FOURED CONCRETE OR CONCRETE SLOCK REQUIRED WALL MOUNTING INSTALLAIM SEGUON 31 2 UEE SAFETY PANE SCALE 3/8--I - SEE SHEET 12 & M MR UCNQRS TYPE . ANI TIK - -I/-.*.- SPACING IOR WA��TIONS PRO WOW ""'" FRAME BUILDING. Ni, ANCHOR %wCjNi (W 3 001KAIM 110" SPACIM AND "AW . - EDGE DISTANCE ARE NXICATED ON TUIS I - 3 scl� FOR ED. LESS THAR "ONCKRED 'N =_ �ff�,;�, I SORMOU: REDUCE AND40R SPACING, By VULTIPLYINC SPACING. SHOWU ON SCHEDULE AMIX FA I-= uii�- - Ram 10 TRE FOLLOWING FACTOM MR THIS OPERATOR to BE POSSSM REDUCED -1-11 1 ,_!,7,______J�_ 1 11"O OBTJWIED USING FACTOR SNIU NOT l/v . BE LESS TRAN MIRMEM SPACING NOTEATEO - __ I - ,�� - I --I - -,za FOR EACU ANCHOR WK ON :7=_ _ �r __ _,_ _ __ , BLOCK REQUIRED 1. , : Fc_ 0. I , i �. � I, III,, I OR CONCRETE I , BLOCK REQUIRED r-c -I - I 1/4. - - . M_ , I ___ - 1 . E.G,* lff��fll _ '1."� _. - .1 , , i _�,_ _ ' I,_-, � � _ , - : __ _� - ,. - � i � I �1: A-L44 kF& ,;_�',, """��L_,.'A , ka � ,-- __ � 1 � DORT i I � ;, i I . I _`,CNWNK*,._ ; � 1-11) i -elPAMTKA1. � � -113 Le" - �� i : � I- =RR ; � z r � ! - I ; �i I - ", ! I "In i ! I G11 � � hi , L 'I , OLZ� 1 M&I I ,� . t, � I Us . I - I � I is I I I Z i I � � . Is i . ,9 i 441 i !1 I - �1 I .� � I I I � I -� : 4 . . 11 :j . r 11: 1 , �, ! � 1, , �, v R' R �� i,4 �,�� , , , 1, i I I ,,Ij . 4+'�, " I It. � . we'll"N". n i I � ! i F I I , --- - I � '- =--.,: �- � , - . �,,__! : i � . - : It � : I i - i I . I , . I a � I I � 4 - , t�`T ! - ; �" -X", s - � I �; ��_, I I 1, I ;.1 - 4.1 i I � '. . 11 ; I U, , � E 1. I .� I � -0. I � JI-7, CDA � , � , 'e I . � , 1. I I I i �_,. - - ! I , - __J I �,, - I --- , - - _.___ :, I � . `:L� -,- , - � � ' � /2 � MS W/ �;II� - - _1 4? 203.23 - " 7�8 0�� I �.*S.S. M,S, W/ I-" , I 1�� 1;,1*.-1- OUT WAS � - ".. MUG NUT WASHER . 11 r , ;. , 1. , HER 4 ,�, (BEYOM 1 0 12 11r Ox, � ./ I � I I � i I � : � � 1/4' TAPCON ANCROALS I i _6 4 I/2' ac� � i -- - ---- ;LtZ"N 0 4 1/2' OLD - POURED CONCRETE . _,_je.,JRCD CONCRETE �j OR CONCRETE BLOCK On CONCRETE BLOCK REWIRED REQUIRED WALL MQUHTING INSTAUATION WALL MOUNTING !15,TALLATION SECTION 413 0 A�NEL 0 UFE 36FETY PANEL SCALE 3/8*-I " SCALE 3/8'-I" IN51ALLA119H DETAILS FQR OE119N .42 FOR LIF INIQ EXISTING WOOD STRUCIURES I I � ,- �� -.q,i --- '�' �, - -7 , -',- - lj� 7- , , � ; il� I I I I -, 11 1� _�4 I " , , " _ ,,, � I _ � I -I' ,_ " iii " ", �,�� i�i , I . _1_-, ,� � I" " �,� �0 �1� -- , z � , - _ I I , � ; � , - , � , � , - I � � I � - 'I, " 1�, " � :�� I I 1 4'0 TAPCON 0 fi- DC, 11 -I- - L � , � � 1). -, I , � I t , : � " - , , , - 1/4*. TAPCON a 8" O.C, , _ _ .... 7�/ 1 , , I � � I �, I 'I, , " � , ___, _ I , 1 12' MIN. THREADED "I ; � �, � � 11, � , � All �� W/ THRM q I I I � i 1, , PE"UNAT WOW �, � � I I til PENETRATION AT WOOD " , r � I I I � j ��i 14EADS � . �� i HEADER I � � 1rq � �, , i ,4 I , I 11 �' I I.. � I L , I � I . I I , I I t - J : A i I , r ,� .0 4*09 " ,/2* 1/4- 1 t*m� 7 III I 1/4� "' , , , , 'i I /21 , I , I 1 � , , I . , I ii M�.- - - 1, � , I 11 . I . I " . I - � - 'I �, � ; r , � T14"_ WOOD HEAD", I . I z � , ! : WOOD HEADER " � , I, z. ; , REOUIRET) .A - � mi. , REOURED -- - j , - F MIA �� i`i j I 1, I I ,I I ; I I t I 1( I : I ! I I Ltil _Z - I ; ? -12 _. i � 'ONT j " __ , I -, _ . - I : DEAN. . I �_ � I , " - : I I Z: � - . Ln t I .1 , ` 3i ** - L L" � LL-JA_-__---, ; . ! . 0) � � 4 ! - cv I I E I I I ! I I -1 SEPAINO. � : To GU`Ss I . IF— (SM W-co" - � � i ! � � ,�� 0. SW IS) j ; I at, sup*RvION, � I "* M M j ------- _� : ': `L' M., __ -1 ��V - - Lso',= - , � PANEL LENGTH ____ - - - � `= ___ - � = , I t - , PANEL LENGTH EXISTING ot, S,,E,, to) � SEE NOTE I BELOW) 1/4' DELM r _I , I &$I e,2,Dw� f - -- -- - _-.�+,` -11 , '. SEE ,_ I 'LASS I ; i I I �! ,7,�e*0 4 ,3/32* ; ! - 1 -",,. 7 : 1, - 1: 1, �._ � T 6 NUT , c - , z i - i 11 . 1______�� .... .... _ -11-1. ," I - J 7 � I ! , " � � --- 1 I ! ! i ,I - - -��,- 4 7 i . I i i� � � Ic __ �_ " , . � I � I � I I I � i I � � I � t I I . - � � 1- I � i ! -----,- _:-, ___ ;t�_ -r= - , *� 11 - i � � � � � I I I i i -.I,- I I � � - .r_.,,.!� ! J." I : ! - cr) ,�, __ '71 � I - � , I I f I i I - I - I . I I : i , '_1 1 6. ED� , � �; � ,; � ': - - I -. I _� . I I � I I �_ -- 11 W, � I ED " Ea. * - - __1 ; , 4 -�-�-- --I-- - � 11 L _: - � - L " t-Li .. __ I E I 0 , - - I - I'll . - :rl - -1 , , - � � � __ I I 1 3 I., , , , � I 2"W WOOD PtAn � s?/6`0 . 3/32' vim NUT 2'14" WOOD PLATE ', � .: �?/8 . 0 . 3/32* ING NUT - ,_� - � �_ , , � [, � � - -- 7� , WAS REOUIREI -� 1, � . W.ER . 11 !/4' Ot. FROLKNED - -, -- I I i HER 0 (BEYOND) I I 1 � � � � � � �, I � 1 i - . " -, , . 414-10 PANELMATE FLU, , ,_ _ " k i p- �_ ___ � � - , � �z " I a 0 jl,D PANELMATE PLP§ - , !_, - � I I a 1/4* 0 C IN 7/0 - /4, O.0 W I I � i , . � I M '41 'Ii=hi` IN. T4L1&O* P ETRKTION �� I � - � i I] Mif`L THREADED ' P 01, ." � � AT MOMD"i I I : I I � , � , , _ I— _ _�� I., A_ 1- , . AT MIDWYOTH OF PLATE I -, ,, or PLATEM71 A � -, 1 , : ,:�� -1 - , � WALL MOUNTAIG INSULLAII N In,"Migh NATLYT-AW vitt"B"TRITN", M 1, ALTERNATIVE 8 #-REGULAR PANEL ,01,','��pm, Qtp!�-, 6 1. __._. " " - , 0 LIELSAEMLYMU - , ,�� '01 SCALE 3/8--I - SCALE �I/s � I � I-- I-— 1. I t4�._"�Y_ENs1_`---.. Ss, FLORIDA BUILDING CODE (NIgh Vetocity f4urticons Zomil) z : . "M N.T=1 0K, F.p = � No f44167 ' * S_ 20 GAGE GALVANIZED STEEL STORM PANEL i. WALLATIONS AM ONLY VAUD FOR BUILDINGS WnH A-5b. DESIGN LOADS = : * (--� .. * 9 �� , OR," m ., Up To +55�� -72O PSF AND PANECS LEWIN UP TO S'-B'. i * I., 4T �� --- -...> - 07/"/=" - ATE " - no, _� - . \ GLOBAL PROTECTION PRODUCTS, I.L.C. LUTE- 2__ FOR WOOD FRAME CONSTRUCTION� WOOD MEMBERS TO BE SOUTHERN i� "I "� , 1'1'1�_ "110C &.1 el STRED . -19- Owla , TTEL, _W �,,,10 / 11LIECOIN HE PIME NO 2, W/ SPECIFIC DENSITY OF 0 .55 OR EDLAL ., O.C. , ., - WW� M- U� . ,-Nel-764Z, fAIT,`T.,�._e,,, 20-i76 ,,,,�, I .t MK, - ..... M I =-VII t.zRocii's I - 1 0.0"_!t ""I�Ill'I"rl.ltll;,"-;-,---- - WALTER & Miff L NL I I - I- ��_ , I - I C"NOTIES __5MW_Ilr6 1 I- WRIC, 11C." Lslantl-*fx!k-�W,IIALOMI-#IWJP40a[*IZR-l]M-1;3L**A[-Itq;IZR;Mi:(4&7f*7.M'.1 I - . , .: _ . I _100 ISIFF �lzktom*;It-,Inwm;lflgl;4:4$Kslfrk.1(4;i.*i;u�i;askel&q;i-gu;w Ko IM11111 114 M ",:, : ir,, _,", q ,� �. , � , I ; -.,� : 1� . _IiIP,._ � =rw � III TO I POURED CONCRETE OR CONCRETE BLOCK REQUIRED I I - F-O.- 4 1 , I ".. : I � ,,�,�� ,A', I � , , I � 1��, I - __ � - - -A , � 10*0 FIANE, 11 P'�Us W/ ... __ 4 LMAI � 3/32- WIND W01 WASH�r j 0 6 I/.- GO I - ,POURED CONCRETE OR CONCRETE BLOCK REQUIRED Wjj�AUAM & REGULAR PANEL SCALE 3/r-l- SIDE SNVET 10 & 20 fon ARCTIC" `YPE * ANC"M YM - - - 1/1. - y... I � 9MOK M RCIALLATiONS Iwo WOOD I- PANOU"M AN FRAW BUILOM Rh ARMIN 9"I'MIC (Mj a I MrW=A:'.'T=9"V=UW -I.-- I � 1 3 SCHEDULE FOR CD ,M THNN VTE�70 CA R.-T I= =" O') 3 - In SDT3IAE REDLrE IINCHM SPACING BY MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR . BY THE FOLLOW41C FACTOM FOR WS - - OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ - SPACING offluiew usiNz, fb" SKAUL HOT � lir - BE LESS THIN 011,0111M s"Cez I11Q`1`G 11 , I , � ____ , FOR ENOR ANCRM TYK ON X" SCRICNIa 'oo, ,iii, __ � __. __ - � __ � I, - 1- I � I I - I - I __1_1 ___i_12T_ POURED CONCRETE - OR CONCRETE BLOCK IiiOUIPED I I T!� * z , �A I_yse , :: . No. 44167 *: I * .* - MF, . ___! __v '7 � � 7: . I I. --- - .--- * '.. I - - - _� _ I ! j i r., .1 ; I - , ,_-, I 6- I - I 13 � . , - T Lo.. - -,-, ; r , I III- "" I �ivm , * : I -1 (Ld I I 11 1. J1. 11 I - � 11�11 � - __ _f/t4-101 PAArUMATE PLUS W/ 0'4 � �/!12- WING NUT WASHER (BEYOND) - -POURED CONCREIt OR CONCAVVE OLOCK REQUIRED WA M0UkMNG INSTAU,ATIQN SECTION 5B 0 LIFE SAFETY PANE SCALE 31e.1' �- _. - I I � i . a k Do, I i 0 _ . - h is _ I . ti � to v � 11 . � cn C-4 %Z .41 W _-j =) n FLORIDA BUILDING CODE (Higrt Voloalty Hurricone Zen . 20 GAGE ,P � Ticem PKL GALVANIZED STEEL STORM PANEL Dt" W MJ2$/2M __ _' PRODUCTS, LLC, ,,R, L I E Z 3 .".. � \ GLOBAL PROTECT.10N ,W. 51 .11 No, & "co,"KNO COMPANV "O'e-, - sz, U314 20-176 . _2 .;:-,::"'4�.U1 "UTIZ M� OR9i'm, I 11�_ 1!� , . ..-,--I - ,� 010W.0 ".� PIC O)"WvJ"C/"TE �5c:D , 11 I r- C= C."� : C..D C�4 . co :.4 ; I.A.- 1:1- 2 C= - n C-4 X_- A C2 2 cets C-3 ,4 W C, 3: =_ .9 - - - 2! F_ ., = ,�, c:i - c tW ,j , ii ,a 3; - 5 10 W .= . ,.� W z � = = .t. ci, ��! ,- =: a-- -,�x2 ch = E ,c I'D E� ('I - 1�! I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 , BLOCK REQUIRED 1. , : Fc_ 0. I , i �. � I, III,, I OR CONCRETE I , BLOCK REQUIRED r-c -I - I 1/4. - - . M_ , I ___ - 1 . E.G,* lff��fll _ '1."� _. - .1 , , i _�,_ _ ' I,_-, � � _ , - : __ _� - ,. - � i � I �1: A-L44 kF& ,;_�',, """��L_,.'A , ka � ,-- __ � 1 � DORT i I � ;, i I . I _`,CNWNK*,._ ; � 1-11) i -elPAMTKA1. � � -113 Le" - �� i : � I- =RR ; � z r � ! - I ; �i I - ", ! I "In i ! I G11 � � hi , L 'I , OLZ� 1 M&I I ,� . t, � I Us . I - I � I is I I I Z i I � � . Is i . ,9 i 441 i !1 I - �1 I .� � I I I � I -� : 4 . . 11 :j . r 11: 1 , �, ! � 1, , �, v R' R �� i,4 �,�� , , , 1, i I I ,,Ij . 4+'�, " I It. � . we'll"N". n i I � ! i F I I , --- - I � '- =--.,: �- � , - . �,,__! : i � . - : It � : I i - i I . I , . I a � I I � 4 - , t�`T ! - ; �" -X", s - � I �; ��_, I I 1, I ;.1 - 4.1 i I � '. . 11 ; I U, , � E 1. I .� I � -0. I � JI-7, CDA � , � , 'e I . � , 1. I I I i �_,. - - ! I , - __J I �,, - I --- , - - _.___ :, I � . `:L� -,- , - � � ' � /2 � MS W/ �;II� - - _1 4? 203.23 - " 7�8 0�� I �.*S.S. M,S, W/ I-" , I 1�� 1;,1*.-1- OUT WAS � - ".. MUG NUT WASHER . 11 r , ;. , 1. , HER 4 ,�, (BEYOM 1 0 12 11r Ox, � ./ I � I I � i I � : � � 1/4' TAPCON ANCROALS I i _6 4 I/2' ac� � i -- - ---- ;LtZ"N 0 4 1/2' OLD - POURED CONCRETE . _,_je.,JRCD CONCRETE �j OR CONCRETE BLOCK On CONCRETE BLOCK REWIRED REQUIRED WALL MQUHTING INSTAUATION WALL MOUNTING !15,TALLATION SECTION 413 0 A�NEL 0 UFE 36FETY PANEL SCALE 3/8*-I " SCALE 3/8'-I" IN51ALLA119H DETAILS FQR OE119N .42 FOR LIF INIQ EXISTING WOOD STRUCIURES I I � ,- �� -.q,i --- '�' �, - -7 , -',- - lj� 7- , , � ; il� I I I I -, 11 1� _�4 I " , , " _ ,,, � I _ � I -I' ,_ " iii " ", �,�� i�i , I . _1_-, ,� � I" " �,� �0 �1� -- , z � , - _ I I , � ; � , - , � , � , - I � � I � - 'I, " 1�, " � :�� I I 1 4'0 TAPCON 0 fi- DC, 11 -I- - L � , � � 1). -, I , � I t , : � " - , , , - 1/4*. TAPCON a 8" O.C, , _ _ .... 7�/ 1 , , I � � I �, I 'I, , " � , ___, _ I , 1 12' MIN. THREADED "I ; � �, � � 11, � , � All �� W/ THRM q I I I � i 1, , PE"UNAT WOW �, � � I I til PENETRATION AT WOOD " , r � I I I � j ��i 14EADS � . �� i HEADER I � � 1rq � �, , i ,4 I , I 11 �' I I.. � I L , I � I . I I , I I t - J : A i I , r ,� .0 4*09 " ,/2* 1/4- 1 t*m� 7 III I 1/4� "' , , , , 'i I /21 , I , I 1 � , , I . , I ii M�.- - - 1, � , I 11 . I . I " . I - � - 'I �, � ; r , � T14"_ WOOD HEAD", I . I z � , ! : WOOD HEADER " � , I, z. ; , REOUIRET) .A - � mi. , REOURED -- - j , - F MIA �� i`i j I 1, I I ,I I ; I I t I 1( I : I ! I I Ltil _Z - I ; ? -12 _. i � 'ONT j " __ , I -, _ . - I : DEAN. . I �_ � I , " - : I I Z: � - . Ln t I .1 , ` 3i ** - L L" � LL-JA_-__---, ; . ! . 0) � � 4 ! - cv I I E I I I ! I I -1 SEPAINO. � : To GU`Ss I . IF— (SM W-co" - � � i ! � � ,�� 0. SW IS) j ; I at, sup*RvION, � I "* M M j ------- _� : ': `L' M., __ -1 ��V - - Lso',= - , � PANEL LENGTH ____ - - - � `= ___ - � = , I t - , PANEL LENGTH EXISTING ot, S,,E,, to) � SEE NOTE I BELOW) 1/4' DELM r _I , I &$I e,2,Dw� f - -- -- - _-.�+,` -11 , '. SEE ,_ I 'LASS I ; i I I �! ,7,�e*0 4 ,3/32* ; ! - 1 -",,. 7 : 1, - 1: 1, �._ � T 6 NUT , c - , z i - i 11 . 1______�� .... .... _ -11-1. ," I - J 7 � I ! , " � � --- 1 I ! ! i ,I - - -��,- 4 7 i . I i i� � � Ic __ �_ " , . � I � I � I I I � i I � � I � t I I . - � � 1- I � i ! -----,- _:-, ___ ;t�_ -r= - , *� 11 - i � � � � � I I I i i -.I,- I I � � - .r_.,,.!� ! J." I : ! - cr) ,�, __ '71 � I - � , I I f I i I - I - I . I I : i , '_1 1 6. ED� , � �; � ,; � ': - - I -. I _� . I I � I I �_ -- 11 W, � I ED " Ea. * - - __1 ; , 4 -�-�-- --I-- - � 11 L _: - � - L " t-Li .. __ I E I 0 , - - I - I'll . - :rl - -1 , , - � � � __ I I 1 3 I., , , , � I 2"W WOOD PtAn � s?/6`0 . 3/32' vim NUT 2'14" WOOD PLATE ', � .: �?/8 . 0 . 3/32* ING NUT - ,_� - � �_ , , � [, � � - -- 7� , WAS REOUIREI -� 1, � . W.ER . 11 !/4' Ot. FROLKNED - -, -- I I i HER 0 (BEYOND) I I 1 � � � � � � �, I � 1 i - . " -, , . 414-10 PANELMATE FLU, , ,_ _ " k i p- �_ ___ � � - , � �z " I a 0 jl,D PANELMATE PLP§ - , !_, - � I I a 1/4* 0 C IN 7/0 - /4, O.0 W I I � i , . � I M '41 'Ii=hi` IN. T4L1&O* P ETRKTION �� I � - � i I] Mif`L THREADED ' P 01, ." � � AT MOMD"i I I : I I � , � , , _ I— _ _�� I., A_ 1- , . AT MIDWYOTH OF PLATE I -, ,, or PLATEM71 A � -, 1 , : ,:�� -1 - , � WALL MOUNTAIG INSULLAII N In,"Migh NATLYT-AW vitt"B"TRITN", M 1, ALTERNATIVE 8 #-REGULAR PANEL ,01,','��pm, Qtp!�-, 6 1. __._. " " - , 0 LIELSAEMLYMU - , ,�� '01 SCALE 3/8--I - SCALE �I/s � I � I-- I-— 1. I t4�._"�Y_ENs1_`---.. Ss, FLORIDA BUILDING CODE (NIgh Vetocity f4urticons Zomil) z : . "M N.T=1 0K, F.p = � No f44167 ' * S_ 20 GAGE GALVANIZED STEEL STORM PANEL i. WALLATIONS AM ONLY VAUD FOR BUILDINGS WnH A-5b. DESIGN LOADS = : * (--� .. * 9 �� , OR," m ., Up To +55�� -72O PSF AND PANECS LEWIN UP TO S'-B'. i * I., 4T �� --- -...> - 07/"/=" - ATE " - no, _� - . \ GLOBAL PROTECTION PRODUCTS, I.L.C. LUTE- 2__ FOR WOOD FRAME CONSTRUCTION� WOOD MEMBERS TO BE SOUTHERN i� "I "� , 1'1'1�_ "110C &.1 el STRED . -19- Owla , TTEL, _W �,,,10 / 11LIECOIN HE PIME NO 2, W/ SPECIFIC DENSITY OF 0 .55 OR EDLAL ., O.C. , ., - WW� M- U� . ,-Nel-764Z, fAIT,`T.,�._e,,, 20-i76 ,,,,�, I .t MK, - ..... M I =-VII t.zRocii's I - 1 0.0"_!t ""I�Ill'I"rl.ltll;,"-;-,---- - WALTER & Miff L NL I I - I- ��_ , I - I C"NOTIES __5MW_Ilr6 1 I- WRIC, 11C." Lslantl-*fx!k-�W,IIALOMI-#IWJP40a[*IZR-l]M-1;3L**A[-Itq;IZR;Mi:(4&7f*7.M'.1 I - . , .: _ . I _100 ISIFF �lzktom*;It-,Inwm;lflgl;4:4$Kslfrk.1(4;i.*i;u�i;askel&q;i-gu;w Ko IM11111 114 M ",:, : ir,, _,", q ,� �. , � , I ; -.,� : 1� . _IiIP,._ � =rw � III TO I POURED CONCRETE OR CONCRETE BLOCK REQUIRED I I - F-O.- 4 1 , I ".. : I � ,,�,�� ,A', I � , , I � 1��, I - __ � - - -A , � 10*0 FIANE, 11 P'�Us W/ ... __ 4 LMAI � 3/32- WIND W01 WASH�r j 0 6 I/.- GO I - ,POURED CONCRETE OR CONCRETE BLOCK REQUIRED Wjj�AUAM & REGULAR PANEL SCALE 3/r-l- SIDE SNVET 10 & 20 fon ARCTIC" `YPE * ANC"M YM - - - 1/1. - y... I � 9MOK M RCIALLATiONS Iwo WOOD I- PANOU"M AN FRAW BUILOM Rh ARMIN 9"I'MIC (Mj a I MrW=A:'.'T=9"V=UW -I.-- I � 1 3 SCHEDULE FOR CD ,M THNN VTE�70 CA R.-T I= =" O') 3 - In SDT3IAE REDLrE IINCHM SPACING BY MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR . BY THE FOLLOW41C FACTOM FOR WS - - OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ - SPACING offluiew usiNz, fb" SKAUL HOT � lir - BE LESS THIN 011,0111M s"Cez I11Q`1`G 11 , I , � ____ , FOR ENOR ANCRM TYK ON X" SCRICNIa 'oo, ,iii, __ � __. __ - � __ � I, - 1- I � I I - I - I __1_1 ___i_12T_ POURED CONCRETE - OR CONCRETE BLOCK IiiOUIPED I I T!� * z , �A I_yse , :: . No. 44167 *: I * .* - MF, . ___! __v '7 � � 7: . I I. --- - .--- * '.. I - - - _� _ I ! j i r., .1 ; I - , ,_-, I 6- I - I 13 � . , - T Lo.. - -,-, ; r , I III- "" I �ivm , * : I -1 (Ld I I 11 1. J1. 11 I - � 11�11 � - __ _f/t4-101 PAArUMATE PLUS W/ 0'4 � �/!12- WING NUT WASHER (BEYOND) - -POURED CONCREIt OR CONCAVVE OLOCK REQUIRED WA M0UkMNG INSTAU,ATIQN SECTION 5B 0 LIFE SAFETY PANE SCALE 31e.1' �- _. - I I � i . a k Do, I i 0 _ . - h is _ I . ti � to v � 11 . � cn C-4 %Z .41 W _-j =) n FLORIDA BUILDING CODE (Higrt Voloalty Hurricone Zen . 20 GAGE ,P � Ticem PKL GALVANIZED STEEL STORM PANEL Dt" W MJ2$/2M __ _' PRODUCTS, LLC, ,,R, L I E Z 3 .".. � \ GLOBAL PROTECT.10N ,W. 51 .11 No, & "co,"KNO COMPANV "O'e-, - sz, U314 20-176 . _2 .;:-,::"'4�.U1 "UTIZ M� OR9i'm, I 11�_ 1!� , . ..-,--I - ,� 010W.0 ".� PIC O)"WvJ"C/"TE �5c:D , 11 I r- C= C."� : C..D C�4 . co :.4 ; I.A.- 1:1- 2 C= - n C-4 X_- A C2 2 cets C-3 ,4 W C, 3: =_ .9 - - - 2! F_ ., = ,�, c:i - c tW ,j , ii ,a 3; - 5 10 W .= . ,.� W z � = = .t. ci, ��! ,- =: a-- -,�x2 ch = E ,c I'D E� ('I - 1�! I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 OR CONCRETE I , BLOCK REQUIRED r-c -I - I 1/4. - - . M_ , I ___ - 1 . E.G,* lff��fll _ '1."� _. - .1 , , i _�,_ _ ' I,_-, � � _ , - : __ _� - ,. - � i � I �1: A-L44 kF& ,;_�',, """��L_,.'A , ka � ,-- __ � 1 � DORT i I � ;, i I . I _`,CNWNK*,._ ; � 1-11) i -elPAMTKA1. � � -113 Le" - �� i : � I- =RR ; � z r � ! - I ; �i I - ", ! I "In i ! I G11 � � hi , L 'I , OLZ� 1 M&I I ,� . t, � I Us . I - I � I is I I I Z i I � � . Is i . ,9 i 441 i !1 I - �1 I .� � I I I � I -� : 4 . . 11 :j . r 11: 1 , �, ! � 1, , �, v R' R �� i,4 �,�� , , , 1, i I I ,,Ij . 4+'�, " I It. � . we'll"N". n i I � ! i F I I , --- - I � '- =--.,: �- � , - . �,,__! : i � . - : It � : I i - i I . I , . I a � I I � 4 - , t�`T ! - ; �" -X", s - � I �; ��_, I I 1, I ;.1 - 4.1 i I � '. . 11 ; I U, , � E 1. I .� I � -0. I � JI-7, CDA � , � , 'e I . � , 1. I I I i �_,. - - ! I , - __J I �,, - I --- , - - _.___ :, I � . `:L� -,- , - � � ' � /2 � MS W/ �;II� - - _1 4? 203.23 - " 7�8 0�� I �.*S.S. M,S, W/ I-" , I 1�� 1;,1*.-1- OUT WAS � - ".. MUG NUT WASHER . 11 r , ;. , 1. , HER 4 ,�, (BEYOM 1 0 12 11r Ox, � ./ I � I I � i I � : � � 1/4' TAPCON ANCROALS I i _6 4 I/2' ac� � i -- - ---- ;LtZ"N 0 4 1/2' OLD - POURED CONCRETE . _,_je.,JRCD CONCRETE �j OR CONCRETE BLOCK On CONCRETE BLOCK REWIRED REQUIRED WALL MQUHTING INSTAUATION WALL MOUNTING !15,TALLATION SECTION 413 0 A�NEL 0 UFE 36FETY PANEL SCALE 3/8*-I " SCALE 3/8'-I" IN51ALLA119H DETAILS FQR OE119N .42 FOR LIF INIQ EXISTING WOOD STRUCIURES I I � ,- �� -.q,i --- '�' �, - -7 , -',- - lj� 7- , , � ; il� I I I I -, 11 1� _�4 I " , , " _ ,,, � I _ � I -I' ,_ " iii " ", �,�� i�i , I . _1_-, ,� � I" " �,� �0 �1� -- , z � , - _ I I , � ; � , - , � , � , - I � � I � - 'I, " 1�, " � :�� I I 1 4'0 TAPCON 0 fi- DC, 11 -I- - L � , � � 1). -, I , � I t , : � " - , , , - 1/4*. TAPCON a 8" O.C, , _ _ .... 7�/ 1 , , I � � I �, I 'I, , " � , ___, _ I , 1 12' MIN. THREADED "I ; � �, � � 11, � , � All �� W/ THRM q I I I � i 1, , PE"UNAT WOW �, � � I I til PENETRATION AT WOOD " , r � I I I � j ��i 14EADS � . �� i HEADER I � � 1rq � �, , i ,4 I , I 11 �' I I.. � I L , I � I . I I , I I t - J : A i I , r ,� .0 4*09 " ,/2* 1/4- 1 t*m� 7 III I 1/4� "' , , , , 'i I /21 , I , I 1 � , , I . , I ii M�.- - - 1, � , I 11 . I . I " . I - � - 'I �, � ; r , � T14"_ WOOD HEAD", I . I z � , ! : WOOD HEADER " � , I, z. ; , REOUIRET) .A - � mi. , REOURED -- - j , - F MIA �� i`i j I 1, I I ,I I ; I I t I 1( I : I ! I I Ltil _Z - I ; ? -12 _. i � 'ONT j " __ , I -, _ . - I : DEAN. . I �_ � I , " - : I I Z: � - . Ln t I .1 , ` 3i ** - L L" � LL-JA_-__---, ; . ! . 0) � � 4 ! - cv I I E I I I ! I I -1 SEPAINO. � : To GU`Ss I . IF— (SM W-co" - � � i ! � � ,�� 0. SW IS) j ; I at, sup*RvION, � I "* M M j ------- _� : ': `L' M., __ -1 ��V - - Lso',= - , � PANEL LENGTH ____ - - - � `= ___ - � = , I t - , PANEL LENGTH EXISTING ot, S,,E,, to) � SEE NOTE I BELOW) 1/4' DELM r _I , I &$I e,2,Dw� f - -- -- - _-.�+,` -11 , '. SEE ,_ I 'LASS I ; i I I �! ,7,�e*0 4 ,3/32* ; ! - 1 -",,. 7 : 1, - 1: 1, �._ � T 6 NUT , c - , z i - i 11 . 1______�� .... .... _ -11-1. ," I - J 7 � I ! , " � � --- 1 I ! ! i ,I - - -��,- 4 7 i . I i i� � � Ic __ �_ " , . � I � I � I I I � i I � � I � t I I . - � � 1- I � i ! -----,- _:-, ___ ;t�_ -r= - , *� 11 - i � � � � � I I I i i -.I,- I I � � - .r_.,,.!� ! J." I : ! - cr) ,�, __ '71 � I - � , I I f I i I - I - I . I I : i , '_1 1 6. ED� , � �; � ,; � ': - - I -. I _� . I I � I I �_ -- 11 W, � I ED " Ea. * - - __1 ; , 4 -�-�-- --I-- - � 11 L _: - � - L " t-Li .. __ I E I 0 , - - I - I'll . - :rl - -1 , , - � � � __ I I 1 3 I., , , , � I 2"W WOOD PtAn � s?/6`0 . 3/32' vim NUT 2'14" WOOD PLATE ', � .: �?/8 . 0 . 3/32* ING NUT - ,_� - � �_ , , � [, � � - -- 7� , WAS REOUIREI -� 1, � . W.ER . 11 !/4' Ot. FROLKNED - -, -- I I i HER 0 (BEYOND) I I 1 � � � � � � �, I � 1 i - . " -, , . 414-10 PANELMATE FLU, , ,_ _ " k i p- �_ ___ � � - , � �z " I a 0 jl,D PANELMATE PLP§ - , !_, - � I I a 1/4* 0 C IN 7/0 - /4, O.0 W I I � i , . � I M '41 'Ii=hi` IN. T4L1&O* P ETRKTION �� I � - � i I] Mif`L THREADED ' P 01, ." � � AT MOMD"i I I : I I � , � , , _ I— _ _�� I., A_ 1- , . AT MIDWYOTH OF PLATE I -, ,, or PLATEM71 A � -, 1 , : ,:�� -1 - , � WALL MOUNTAIG INSULLAII N In,"Migh NATLYT-AW vitt"B"TRITN", M 1, ALTERNATIVE 8 #-REGULAR PANEL ,01,','��pm, Qtp!�-, 6 1. __._. " " - , 0 LIELSAEMLYMU - , ,�� '01 SCALE 3/8--I - SCALE �I/s � I � I-- I-— 1. I t4�._"�Y_ENs1_`---.. Ss, FLORIDA BUILDING CODE (NIgh Vetocity f4urticons Zomil) z : . "M N.T=1 0K, F.p = � No f44167 ' * S_ 20 GAGE GALVANIZED STEEL STORM PANEL i. WALLATIONS AM ONLY VAUD FOR BUILDINGS WnH A-5b. DESIGN LOADS = : * (--� .. * 9 �� , OR," m ., Up To +55�� -72O PSF AND PANECS LEWIN UP TO S'-B'. i * I., 4T �� --- -...> - 07/"/=" - ATE " - no, _� - . \ GLOBAL PROTECTION PRODUCTS, I.L.C. LUTE- 2__ FOR WOOD FRAME CONSTRUCTION� WOOD MEMBERS TO BE SOUTHERN i� "I "� , 1'1'1�_ "110C &.1 el STRED . -19- Owla , TTEL, _W �,,,10 / 11LIECOIN HE PIME NO 2, W/ SPECIFIC DENSITY OF 0 .55 OR EDLAL ., O.C. , ., - WW� M- U� . ,-Nel-764Z, fAIT,`T.,�._e,,, 20-i76 ,,,,�, I .t MK, - ..... M I =-VII t.zRocii's I - 1 0.0"_!t ""I�Ill'I"rl.ltll;,"-;-,---- - WALTER & Miff L NL I I - I- ��_ , I - I C"NOTIES __5MW_Ilr6 1 I- WRIC, 11C." Lslantl-*fx!k-�W,IIALOMI-#IWJP40a[*IZR-l]M-1;3L**A[-Itq;IZR;Mi:(4&7f*7.M'.1 I - . , .: _ . I _100 ISIFF �lzktom*;It-,Inwm;lflgl;4:4$Kslfrk.1(4;i.*i;u�i;askel&q;i-gu;w Ko IM11111 114 M ",:, : ir,, _,", q ,� �. , � , I ; -.,� : 1� . _IiIP,._ � =rw � III TO I POURED CONCRETE OR CONCRETE BLOCK REQUIRED I I - F-O.- 4 1 , I ".. : I � ,,�,�� ,A', I � , , I � 1��, I - __ � - - -A , � 10*0 FIANE, 11 P'�Us W/ ... __ 4 LMAI � 3/32- WIND W01 WASH�r j 0 6 I/.- GO I - ,POURED CONCRETE OR CONCRETE BLOCK REQUIRED Wjj�AUAM & REGULAR PANEL SCALE 3/r-l- SIDE SNVET 10 & 20 fon ARCTIC" `YPE * ANC"M YM - - - 1/1. - y... I � 9MOK M RCIALLATiONS Iwo WOOD I- PANOU"M AN FRAW BUILOM Rh ARMIN 9"I'MIC (Mj a I MrW=A:'.'T=9"V=UW -I.-- I � 1 3 SCHEDULE FOR CD ,M THNN VTE�70 CA R.-T I= =" O') 3 - In SDT3IAE REDLrE IINCHM SPACING BY MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR . BY THE FOLLOW41C FACTOM FOR WS - - OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ - SPACING offluiew usiNz, fb" SKAUL HOT � lir - BE LESS THIN 011,0111M s"Cez I11Q`1`G 11 , I , � ____ , FOR ENOR ANCRM TYK ON X" SCRICNIa 'oo, ,iii, __ � __. __ - � __ � I, - 1- I � I I - I - I __1_1 ___i_12T_ POURED CONCRETE - OR CONCRETE BLOCK IiiOUIPED I I T!� * z , �A I_yse , :: . No. 44167 *: I * .* - MF, . ___! __v '7 � � 7: . I I. --- - .--- * '.. I - - - _� _ I ! j i r., .1 ; I - , ,_-, I 6- I - I 13 � . , - T Lo.. - -,-, ; r , I III- "" I �ivm , * : I -1 (Ld I I 11 1. J1. 11 I - � 11�11 � - __ _f/t4-101 PAArUMATE PLUS W/ 0'4 � �/!12- WING NUT WASHER (BEYOND) - -POURED CONCREIt OR CONCAVVE OLOCK REQUIRED WA M0UkMNG INSTAU,ATIQN SECTION 5B 0 LIFE SAFETY PANE SCALE 31e.1' �- _. - I I � i . a k Do, I i 0 _ . - h is _ I . ti � to v � 11 . � cn C-4 %Z .41 W _-j =) n FLORIDA BUILDING CODE (Higrt Voloalty Hurricone Zen . 20 GAGE ,P � Ticem PKL GALVANIZED STEEL STORM PANEL Dt" W MJ2$/2M __ _' PRODUCTS, LLC, ,,R, L I E Z 3 .".. � \ GLOBAL PROTECT.10N ,W. 51 .11 No, & "co,"KNO COMPANV "O'e-, - sz, U314 20-176 . _2 .;:-,::"'4�.U1 "UTIZ M� OR9i'm, I 11�_ 1!� , . ..-,--I - ,� 010W.0 ".� PIC O)"WvJ"C/"TE �5c:D , 11 I r- C= C."� : C..D C�4 . co :.4 ; I.A.- 1:1- 2 C= - n C-4 X_- A C2 2 cets C-3 ,4 W C, 3: =_ .9 - - - 2! F_ ., = ,�, c:i - c tW ,j , ii ,a 3; - 5 10 W .= . ,.� W z � = = .t. ci, ��! ,- =: a-- -,�x2 ch = E ,c I'D E� ('I - 1�! I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 ",:, : ir,, _,", q ,� �. , � , I ; -.,� : 1� . _IiIP,._ � =rw � III TO I POURED CONCRETE OR CONCRETE BLOCK REQUIRED I I - F-O.- 4 1 , I ".. : I � ,,�,�� ,A', I � , , I � 1��, I - __ � - - -A , � 10*0 FIANE, 11 P'�Us W/ ... __ 4 LMAI � 3/32- WIND W01 WASH�r j 0 6 I/.- GO I - ,POURED CONCRETE OR CONCRETE BLOCK REQUIRED Wjj�AUAM & REGULAR PANEL SCALE 3/r-l- SIDE SNVET 10 & 20 fon ARCTIC" `YPE * ANC"M YM - - - 1/1. - y... I � 9MOK M RCIALLATiONS Iwo WOOD I- PANOU"M AN FRAW BUILOM Rh ARMIN 9"I'MIC (Mj a I MrW=A:'.'T=9"V=UW -I.-- I � 1 3 SCHEDULE FOR CD ,M THNN VTE�70 CA R.-T I= =" O') 3 - In SDT3IAE REDLrE IINCHM SPACING BY MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR . BY THE FOLLOW41C FACTOM FOR WS - - OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ - SPACING offluiew usiNz, fb" SKAUL HOT � lir - BE LESS THIN 011,0111M s"Cez I11Q`1`G 11 , I , � ____ , FOR ENOR ANCRM TYK ON X" SCRICNIa 'oo, ,iii, __ � __. __ - � __ � I, - 1- I � I I - I - I __1_1 ___i_12T_ POURED CONCRETE - OR CONCRETE BLOCK IiiOUIPED I I T!� * z , �A I_yse , :: . No. 44167 *: I * .* - MF, . ___! __v '7 � � 7: . I I. --- - .--- * '.. I - - - _� _ I ! j i r., .1 ; I - , ,_-, I 6- I - I 13 � . , - T Lo.. - -,-, ; r , I III- "" I �ivm , * : I -1 (Ld I I 11 1. J1. 11 I - � 11�11 � - __ _f/t4-101 PAArUMATE PLUS W/ 0'4 � �/!12- WING NUT WASHER (BEYOND) - -POURED CONCREIt OR CONCAVVE OLOCK REQUIRED WA M0UkMNG INSTAU,ATIQN SECTION 5B 0 LIFE SAFETY PANE SCALE 31e.1' �- _. - I I � i . a k Do, I i 0 _ . - h is _ I . ti � to v � 11 . � cn C-4 %Z .41 W _-j =) n FLORIDA BUILDING CODE (Higrt Voloalty Hurricone Zen . 20 GAGE ,P � Ticem PKL GALVANIZED STEEL STORM PANEL Dt" W MJ2$/2M __ _' PRODUCTS, LLC, ,,R, L I E Z 3 .".. � \ GLOBAL PROTECT.10N ,W. 51 .11 No, & "co,"KNO COMPANV "O'e-, - sz, U314 20-176 . _2 .;:-,::"'4�.U1 "UTIZ M� OR9i'm, I 11�_ 1!� , . ..-,--I - ,� 010W.0 ".� PIC O)"WvJ"C/"TE �5c:D , 11 I r- C= C."� : C..D C�4 . co :.4 ; I.A.- 1:1- 2 C= - n C-4 X_- A C2 2 cets C-3 ,4 W C, 3: =_ .9 - - - 2! F_ ., = ,�, c:i - c tW ,j , ii ,a 3; - 5 10 W .= . ,.� W z � = = .t. ci, ��! ,- =: a-- -,�x2 ch = E ,c I'D E� ('I - 1�! I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 T!� * z , �A I_yse , :: . No. 44167 *: I * .* - MF, . ___! __v '7 � � 7: . I I. --- - .--- * '.. I - - - _� _ I ! j i r., .1 ; I - , ,_-, I 6- I - I 13 � . , - T Lo.. - -,-, ; r , I III- "" I �ivm , * : I -1 (Ld I I 11 1. J1. 11 I - � 11�11 � - __ _f/t4-101 PAArUMATE PLUS W/ 0'4 � �/!12- WING NUT WASHER (BEYOND) - -POURED CONCREIt OR CONCAVVE OLOCK REQUIRED WA M0UkMNG INSTAU,ATIQN SECTION 5B 0 LIFE SAFETY PANE SCALE 31e.1' �- _. - I I � i . a k Do, I i 0 _ . - h is _ I . ti � to v � 11 . � cn C-4 %Z .41 W _-j =) n FLORIDA BUILDING CODE (Higrt Voloalty Hurricone Zen . 20 GAGE ,P � Ticem PKL GALVANIZED STEEL STORM PANEL Dt" W MJ2$/2M __ _' PRODUCTS, LLC, ,,R, L I E Z 3 .".. � \ GLOBAL PROTECT.10N ,W. 51 .11 No, & "co,"KNO COMPANV "O'e-, - sz, U314 20-176 . _2 .;:-,::"'4�.U1 "UTIZ M� OR9i'm, I 11�_ 1!� , . ..-,--I - ,� 010W.0 ".� PIC O)"WvJ"C/"TE �5c:D , 11 I r- C= C."� : C..D C�4 . co :.4 ; I.A.- 1:1- 2 C= - n C-4 X_- A C2 2 cets C-3 ,4 W C, 3: =_ .9 - - - 2! F_ ., = ,�, c:i - c tW ,j , ii ,a 3; - 5 10 W .= . ,.� W z � = = .t. ci, ��! ,- =: a-- -,�x2 ch = E ,c I'D E� ('I - 1�! I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 I GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4' DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED. FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS� IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL, TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN SA) AND IN 5,2). �N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS, INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL � LENGTH 3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10 5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF TNT DUE _ 7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED, 50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL 10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT - 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q 10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_ A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE FEMALE 10 & PANELMAIr PLUS. A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO AM FINISH MATERIAL SHIU,L BE PERMITTED t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO AINCHOPS. '0010-i-INA,", � r/i 19" ,# ,i�R A �j . ,,, A.ZT) IN WE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND On ,-IT EXISTING WALL OR , , / !,p ...... ;_.. 7,11K . . . . . FLOOR ANCHORS HALL BE LUT4 ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PAWLS. ANCHOCACE SHALL '. lLCEjv,p , _- S . - � BE AS MEXTINED IN A. 1) AND IN A�2), .. v e : * 1p I . . % 1 1, No. 44167 %. . (a) Tn_1I�Mta,JQI2KWL_W&,_iffAJ.X 2 �' 11� :*z z .. * -, ., g - 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l - .� 'p � -. , " - - - ;/4" 0 X 7/8' CALK -IN ANCNORS� AS MANUFACTURED BY DEWALT INC (V-1500 p,.;) � - - -, . $� . TkIlm, ,., rp - 1 4-10 PANELMATT rEMALE 0 AND PARELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION , __:,I,� Z�;.� plgglv� . . 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY . :,; - PRODUCTS (I'2071 F,_AJ) , / *' GLOBAL PROTECTION PRODUCTS, LLC. '='- _ __ - �;/!�� / 11LIECOINC \ Q40- SIT, 5, SNW - . ."am. ., DNAL A- .3t, - - !%.;_jt,* - - . .1. "NI (WNSRT-16-1� IM M4)M-M 20-176 - . i I- - �712 -.1 - I ts P. I - i - IR,*M N� I IWATER A z ... I I " , - . - NOR01 - - , , I I _+� a) Q) c- (n -00 (D -I-. 2 2 -' _0 a) CD_ = 0 C) C:)- 0 I- = M 0 III - .- -1--i 0) a) CM 0 -1, (n 40 = = CU - '- a) -0 0 M (n -0 .II0 c= 0 -2 = a) 0 cx = 0 3�: c = .0 U_ - M 0 -+ .,- CIO - CIO 0 > . 2 cn a) L_ -1--i 0- , F cn ,.,o co 0- - M c: 4- � -0 . - U) < W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 W - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 - I __ - - ERIES 2000 & I 000 _E-Z HAt!G STORM PANEL S/24 , 1I LLATION DETAILS FOR SERIES 2000 AN12 1 TORM (SCALE 1/2-1 -) W/ ON W/o 0. 0 (SEE NOTE 2 BELOW) y N_ 2'/24 *� V/24 III, T'AT 2 4(sa 401 s BELOU) / A40,04's T , PANEUTINTO POURE12 WITO __ __ ____ -(Mz 'CHECOUL ON SRM 26, .-;�, SMA I'm w000 SCREW, � - ""' - ____ - - __ __ - �-- -- 2SSI - ------ "7- ON SIM 20 1 2: L ,(�a, , L r I i / � i 1: U4 � I- "'RORSTE , , C�WF -,L �,_ - It", lz�, I sc, FOR .0"CRET .Nolons, SO rc I' wu,� I 000cfere Vr I ., 3 -4. F 15.195- (TOTAL WIDTH) --- -- __- - - -- - . ' _ 2.2W _Z591"_ ,�LL It, , �_�. r/� , , I M=p_ - - - - - I PIM I � . - I __ - � - - . . S�- - --,I: � ilo.,;;�_ I - / __ 5 Do, - 6 (M s- � � �,�� , - , I .--- I i , , � � I DO OF I@ S.W "I \ I.. 12.500' (EFFECTIVE WOT14)- - -,-- 2.250'- ,T3,- == ,_ -+- i --= - , " � , . � , AiR . 1--Z = soto - ___ - -I----- __ - - 11 � IL I .. ... ____ _71- __ - ? : i I I ! - - I 4)- fx-,�� :��,[L,tj-�_,;_.ii. .,Ptor !_ �:'.r - cn m . I 11 I lie- � '(2- 1/2' T. �� ._.) \ -�- .,%wxI.J �. , IS !I 1 1 .[!,7,3 _____11_I , , ___\ 1, .- --- ------- . - --61/4- -- -- -1 I I _T 1 M ;11 . - I �- - iA' - _/ ix- - , :� . f�-'4 I - "�' � , Go' I I I i !lrj ; 1 M, ill I 1 1. I 1!! ! I , I I i I - __.y_t.,. ,, W 9 . I 0 I I 6 I� I I I I " i I !,I --- �� I - I __ L- - 4 13�0' - '11.5 K I ��, "u"NI - I I �i "I I it" .Z1 I � 11 , �-�5 1 'RoJeu, __ L' � tl��_-Ij a) - --I,='-- - � . I , I 1 1 -* � I I I I I i I I I I �. , _1 � I i T'.6. - ,� � , I - - I - I . ;_ , --,I, � I i I ! 1 I 1 � i I , I I I I ill � i i I IM I ! 1 11 i �� !;4 1 �_ =�=� - � I I � L , Typ. F-1 i� ill ! I i � z . I tj .1 I I I - (D '41, 1 I 1� L, 1_11__ -_i-_ I I t ! I I �� I ,f-7� -, - I I j__ I I ��l lf.,� q ,..,'%..d ��, - .-I 1 a - - = . - - - I . ,1� � I ( -L v -, I � 0I t - I -7--- � I - " I 1PON4- ___111_ - .. - 11 ...... "I 7-11-1 I - ------- so x -L, \ T T -j�z � + - __ 1 "%$ -----� A' - " :� - . -I I .Il- -1-1 I --I-,--,- i ��-!--; " �= I I I , - , ,- �E : � - ? L (Do OR - 9 PANO.) 1 , � -r -� - T 60 ` _' '(E;4D`PAN0j 1 (INTERIOR PAiII4 1 JINTERTOR PANEL) T 1(�"o ) I M I - 'A' I , T � � T - ' L / EDGE - 2-i'- ' �� 2,2;i.!-5GQ` 1 I - I � (00 PAN110 ' X IV 1 __,, , \ EMMED - 3 SW . ZI 1 . I t �11_ , V *1 \z.B57r � /� ._71 4�-" "O, - � , I - - � CAVANIZED STEEL - - - 1� . - 1�3�_ �I,\ , I t , _ 075" � _' -__ 4 : _ � ' I i I I I 1 I 1 I ! ! � ji 1-1 -1 -, .. I , , I I awl �"l I 1, " a) : I - � G, �l TV I , I I I i i ,� 1 �Iil 'I'r ( i j I I 11 ! 1 11 1 1 : I ; i I T! 1 F /"4., M. ; � , I I -A I -1 I I 1 Ll - - _- .1 L I I - - , -1 - , i [I , LL - . I I " � ff" - * , :?.ODO* 2 - - , __ : !� I _ I I O.; / ASTM -653 / I I � I , , , SE I � _i . (�7 �'�,, k ., 4 1 X)TE 2 �i - , , . ___4 , � GRADE 30 MINIMUM i i 11 I � I 1 1 , Sa NOR: 2 3, . M.O* SEE , " . . UEL �� , 111�1.__,., I I 1-1 c� , " L I L A \, D_. . 1 Z WAt, A �. , __ I L I � -- 7- I I - ; �!� ( , AGIR) �,�" - 5 , I - IDGE \ i MALIL � �=_� ____j 1 _4:-j i - ,,, I I 1 i 1 I I I I , I _w��L - 11 � � � �i _im_j W � , .I, /�5` I- -,9, , - ,, , I t I I I I ;1 ; � r_1 - I 1� .'j".,�,_-:,",� I _1"_j ------ I I 111111, 1____________�4_ 1 --I- I I i I � i i I I I I t : f . V'r - - --I---.-,,- I � . � I I. 2 " , I'L I 1 1 - 1 i � i , E,�_--r- : " � 1� I -I 3k,-, F ! I i i li_ �9 1 � I �� H !"I I - __� - I. , ,j , �� Iii I � , - j ! I , / � -0 I I - - . ----6,25T---- --- - ,--- 111 . 1. It __2-47O"---J `�b� � i 'r ; . �MV� L W/ I M. .), . I =) M , I L, " * _0 WRIGOVIS 1 eo;,_*, ILL ,;v I ! ; I I I i � I i i i I 1 1 i 74.- 4;AW1 i I-L.11LA 11"! ! I j I f ! 9 : i & - I I - I - , -.iA,91" - [11 '11, I I i � I i I i i, i i i I i i !*! / L 1 ��/ i I I � � , A I Re I , L�J - �, 11) __0 I . - --- E_., VP I _1 5 - -, - --- 2 - � , I , -, TV." - - AP - - _-__ I I - I I � - - - _,_ 0 . , , i` I 1`1 I I I L J1 I I , ,,L ii-] � 11"WUNWO � -7-4- I 7, -r- ___v_r � �. i , ! 1 1 1 1 I � 1 -4, 'j, !�"Al \ I I I R 1 1 R 1 1 , i - . I i I \I- I �� , , , ---- _ -4v 1 I I I. 17 IPTE 4, BE I I �1 1� :1 ! 1 L, . i i I il I L � _ �' o i I 11 - I . , i - , 1 �-70' ,�� I 1 1 1 1 1 �1_1 I �* 'k ... _ I.- - , � I I �� > L _ - ., � I i I ___ _ _ 11 1" I— 1 i 111 11 I I -1 I I i I 1 f [ " I If f - fj- , , IL I - i 11 1�1111711 T I -1 -j-l- I I Il. �. I il-11--ij, .0 1. -0 I I I , I I fj! i �1] I I I I [T I ), 1 � 1- � I ; � 11 ! � a I � , � I . I ! ; I 1 I i I I 1 I I i -T I "I I I i i 9 i i : ! 0 � I N I I � I � T i I I I 1 S I I E T REY � I , I I 14"L.11-Lid-ul I . i i ±1± .", , I . - --�Di ; , c"""""""""` L_ . ,ERSEI1_!1C TRACK L-A I .� , I 1 I I , I I I i � _j_LULiLL_ 1_4 I ::t�4L - ' - 3 ,E,E ScHaNu 1 So, sc.ma 1 A � 5��w � SHOT AS I __v_ W I I �, _=_��i: � . . � ITYPI) FOR RM, - ON FOR oil - 1 -ININQi/4' � SO4:1)'" xf -1 '. =, I " �_ "I , - " � "I , I I "" j 1 SEE WIFE - BELOW _` �;�� -.-I- i ` - , F I " I , SEPARATION I I J. I 1/.'. 6 I - I , , , 0 % .L. I , Hi I 1, N I A 4. �W_i i - T I E *h. III � & I-VIK514- 1.11 Nut 0- � I- - I "" ,,,-M3.,, -I �_ `DGUAS5 ) . , . � ,,---- - - V PAREL75 END, UP i__.3.�_ , I - ! I an= Till, .� 1 To CLAM �d i ,.= v ADD EDGE L, �150* - FOR CONCRETE AMOMM; SEE =,P I - SDREDVU ON " FOR WOOD SCREW (2-- 1 : 0 , , - I SEE =5 (I. GATT 26 I it I N , &�� __�� 'WAAT1 ariN.I.V 9 M-,-- . o- wl HEM4 �1' "-, i�lwl-&) T� 5 I , I � _M* I, ", I , jA I � '. --- _11 � �� 1 5D*/ OR W/ INTERIM PANCLS-15- I DERY o"ALA, i 1 I VOMM&I'LOA I I ' . � �, .2 I- -&L'r 3 ! 00,32 OR (a)*/ 0 .0 * ��P*%S TO BE INSTALLED AT EACH I I ____ --- r 1, I L' __ --on. '7� 1 T : � � -.--. "'er LOMA` - 1 1 < � , '. 1.ir� =D,j/ I : I 9 I I _� - CIO -1 .�p - , - 111� I I I , .- - B " To. -. AT ALWAYS RE I i _� .0 I . ' i - ' - 1 < � to.Off, I L � SAL ,!� r DAGED / REAR MANDLE TO FACILIXTE i I � " I I I . -I-- -- 11 I - J StRUCYWM_ - -- __� - . 7 I I - `��-- .., ,_ , ,-5��-� __ � -1 2_117 E-Z HANG RM PANE I INSIDE OF SM.UMNE � I -4 - - -_ I - I . 1- I - -I, -, f, -II..-O 11PICAL ELEVATION FOR 1 * q PAR. r I21CAL ELE rM.__=0 IF INTENDED 10 BE INSTALLED FROM I i ,� To ""'U'VE TRW INSIDE OF I //' ,� - 0 BE INSTALLED E=Z_hANfi_STO M EAN ALM� I I ; I i I - §§ I 9 f, w� lli� �, ... - _� r7- - - I I 11 0,250- --� �-� I - g= I . I i I � " : . I I ! p 11 F .1 I 0 !�/: MEMMEk". I r_1 : i I I i� 91 e e, I - I Q� 1 i ,,,-, I , -1/4- Me., CAP I/4' - GAI r`/Ii� MIR, W - ft. GAP . .1 - i , 3 - � 1 I. (D =3 1p � . 71 114 M.. GAP i i 11 �, I i I : % � ! " All i - ! - - , �,g . , I � __", I i , �, .., -0 " I \_ -/_ \_ -/_ " . , , " "" ,1, � ", _ -, i � I It - C �_ I -J _A -71- I I I i : gf . (� I it ; � . , 7 \ 7 \ 7*7 _N \_/ \_/ \�� i I _ � � I - I - ISQMETRIC VIEW DEWL A ,�' I �Dw I / \ z___ 7 1!�"7 : r . I I 41 777�= III 1 2 1 . �% i - I ROUNDED CDR ER 0 ENDS OF PANECS 000' I \ - I I v VON (3) *I on W/o @ � 0 TERINKIL LOCATO I MACKEY I I 0 n ;11 I 1I ,.,. _ ' � . 1 1710 , " .", � 0 , , "'' " ,2r, 'Ou'loi i I �_,_� sLQItpA_jL_3 M PARas) o`IIK3[`1 � '_ =,E .d I -�,� �', - q, I L_ I, `1IUXK '� " ,- ,, - ,I LL==__==____1 25�1 'Ey A= NQIU: - ��,`, r., , - , I I , . " , " , '�;-`�:,, r /. ii . . "� - U I L-1 - .j . - ; , W 1 -,-1_1 � END UPNW/ HEMMED EDGE. I. I / I I A, I i �1 , , � q I _ L (N.T.S) I 'L _1_J - I - _�_ i I - SrAUE V3r - I' ROk*0 § 1:�11' L , __1_R__ � ____T , I r " � , " " , I, I � -----I - "I i19 I e ,; , , , ,� �, _. �, - ".20. . K , , , I , , (1), WJWWfi_QLSEMM_J=: F - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � , , I I _� j r,-.,r ., tP L / q -1 q -2 t"hv'p1'U, -"- ;-,� _. s ; /M.�/W. 2ODO.- i d"'; - " L L I s" M.. - .I. � Naus Y" TRACKS AT TOP & PANO-VATE PLUS On Ir LONG v _.� - , . UT,, La. - - 2 K * BOTTOM W/ rANELM41ES, LI/ t 7 , v -fty'.. - .. , �u ,, :=� (1)L EIDEFIRMN -,ING OF PANEL , 16 AT [" W, ", il - I - C13 a- . ZT I 19�114=1 " 11-11JI-1 I I � ;4 " - " _QEM".a_=: Z , AN% STORM PARD. SYSTEM CONSIS � , EQ M ) I ,,,,,_,1 R , C-1. TRACKS TOP* BOTTOM. �� *P "E"NUO' 11 �,,, *�,�"liiEE (�) Or W. END PANELS SHAILL ALWAYS BE CONNEC E -a VL .. BrY MEANS OF , " , . I "I" - - *x".- -. .. ---Tf= - L ., 1161PJ.041 TRAC`1 AT SOMML END PANELS '.1 I 1� . (�) PAIIR�ZOOWER , S SlikiLL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR "" IF U"'Ew" w/, ,,,X Fmgr " : = "12� - �1, (2) (90 PAMW _j � agea, \(�) (�) LL BE PROVIDED AT TOP Or SUCH PANELS, SHALL Be 'O'NNECMD To . __ / "I - . WAII, ON W 13) wNA 0 (D I (SIX 'e"NII 11 I . Ir.l. V 26 . , �C2 I - 6061-16 Mum. ALLOY - WIND NET , RL.. 4'.*=NW,Nib'TA*%M'?Q I I MLL�W= moumir, INV. FiiI*r, a) - E' EPT AS �zl (ML "o-O-) -n?-- 125' (3) IF NO PANELS ARE ONNEC`icN RALL CONSIST of DESCRIBED CLOW). If � U) AT S ' I; 1/4"e-20.00/., M.S. EC' I Di'q F NUT OR 1/4*%3/4* Min THUMBSCREW r. CO E t pp BOTTOM DRE INTO TA 1CC1/1C8L(24/TiCNG`QF FATSWTENN' C WAY BE AT EITHER OF rW0 (3). FOR CASES WHEN END PANELS ARE USE JONTLATOW "ie L%LM��) AT WALL EXTERIOR FLAT FLANGES OF END PANEL BUT CNO PANELS ARE NET CONNECTED STOP EAR - =11INT101-1 VLW- i- 0 4W FLOOR TO CEILIbIg MOUNTING iNST, BUILD -DWI Mis'sL " M I A MOM L BE PROVIDED AT TOP OF SUCH PANELS SCALE 3/f."' I -_ *-- - Miga-i i 1; (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED 10 BPUTTOV TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY GIII10I,,lie ____�8_1) IAOZ�L SCALE 3/8.l* SCALE 3fe.1- co � I I, f. _� Is ONLY USED AT TOP) AT LEAST TWO PANELS SKALL at CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING PANELIMAIES, ONE INTERIOR PANEL - - W.1-4 I SEE 51-r-ANO's WALMENEWS � L. - i USI NDICATED ON NOTE (3) A90VF IN SUCH CASE, CO#O,TCI)C,N OF PANELS LL TS � VMA , i - . , I WOUNN, MAY BE USED JOINTLY I ZC M ATTACKING BOTTOM TRACK TO WALL ',0k-7111##j, I NG SPECS I r/ Kxw.g,, � I 0 i i I ,e To BOT70M TRACK MAY OCCUR AT ANY PANEL LOCATION - A, _', . i - W/ TWO PANELMATES FOLLOWING NO SHOWN ON ELEVATION AND W/ 3 /2' t or PRO - t . aD % 01 .01-�Ok :.Ni - " I "I I I ! _�) ��.411, . 750' I � kfi,� ED CS I El ' WL "��. 11 � I I I p�� ;.!�ON CS� SEE NET NE., rARG.-Fv.,. :.= &.-T,.:/LL rzu I - W i .. ., , SECTION V, 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULi ON SHCET 2& lHitfiNfl,", � . f 17 -,. ,FNj %!e 4, I i . I .1 .. . , 055* (Typ-) - ED O BE . zt I= . . � I I 1i �V.-*, - '01 T SUCH THAT ADJACENT PANELS ffO E LEFT & RIGHT SIDE OF ERfOR PANEL) HAVE Z 4 \,\ r � .Y_ In _j L A .�:664: .,4%, , E = I I z . Y, sk ,,I,,,- - �tj;4�� THEIR OVERLAPS RETAINED By I - . - �! , �i� �: "! \ I I I I s I z : I I . I 1 : __.,.� '.. 4 0 M 4b 1 = : , z mi - EN ODE �±�� i = * NO-44167 '* � 'Cone Zons). zm�� 2 *: - � r cone Zxims� " .,!� � "" zone). 1 0 1=RO-TOM vauffIl-A BE . < I ,,_,I I No, "i67 . B , I I FLORIDA BUILDING C . - FLORIDA BUILDING CODE �High Velocff�y I �=� t.-- � . 11 . I = . . - , i c . - . FLORIDA BUILDING CODE �Nigh Velocity Hu - 11\r- f � I ONA&M IR ANY 10A TO SUIT � & . ,IL,= - *; L,f 20 GAGE CALVAN17ED O"WA 01 Z *I= TLYM. M n Z .Y. .1 INSINUATION % *:�`, STATE OF , _7W- - _S I' �m 113"I � fl. A." 1 1 I-- - � : 11 ! I z - , ' I z z I �. Nm 4 167 '-, 1: 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAGE MVANIZED STEEL STORM PANEL I 13' 14---i _'. ! TATE OF .-' : - STEEL STORM PANEL I A\ - -D,�1 DPAWN BY , - a *: - --- r.- � L,oI <_ -:;_ 0, , in, .� - I Ti � I I I % ?;�.. .4 , - , .1 � r *41____71_s_-_1 DETAIL 1 T__L , ORIO 171�_L_____�_-'__1 GLOBAL PROTECTION PRODUCTS. LLC, - , 1�� - - -',I - 4- PROTECTION PRODUCTS, LLC. *?/M/2M -.1'.. GILOBAI. PROTECTION PRODUCTS, LLC, "'ou"Ro" 3. I ULTE C ,.. \ GLOBAL - ULIE - L SCALE,� L/r * I' ,;iz;_2;,__ - � .M M �._,_ _ - 1� blAl Ur ;__ I -,- � AvFi- --- 0100 &W B1 STRal - n, . EA .. .,A., "=': % b,.�, Azo Dv",, ,ii � ,�" I 0 "', -cx� , '7i'�7 �- , I (�) ZMOA-) ALVIII. ANG 8 STOP BAR , L 'NOTI SLWL 3 STRW LONG "I'll" .1 ?!__ -I- 11 r 0 _ _T _7�� - ; , "s - A� tAVA - III.- I, U1. -TIM6. PAk �04)(MWFTF7 R VAX 1.).-I'm 20-176 < 1 1 �11, NNH,'Mt� ,/11,4_; zz�� , 9 �,�. _ OAME� FL' ,� - , " yl TILUT MTM A r"*MIIM CoMPA9Y OUW� M MI4 11 I 0 -T'5 Alum, ALLOY 'I a v , � _='Nek N� .1. T'HOI. (-Afl-, 3=11-R.._-, '0_1, - "ONE 20- 1 76 " - (0:11% W, 1,11" " - .M , - � NRIT _-I. �9�" - - -.1 R� 1 .I* O...4 �, '1<1Ni6 � v; -- CA-000"IIi _-1 - I - 11 - f � " -.1 - I , _j 6063 L_�_�� M_ T ,- " MOIL CA-1=6719 ,,, " �� ", "I "RA, � PC �L/94N&, - 7 -1. v_,/_NUWy/QqEE 'A"ER M NRE _Z=_ _-!!� 1, miff ,,, P1 M_ � � 22 or 26 � I tolil /MR *= _r I I I ! I - I - I %NvM 23 W 21 _ I I A. "'. :7:!! �: 'il . " a u Muir ��. P t � I ,_____1_...,______1 a=hN.j.4,p I I I I ��jj.,kz_ 11 En, - . Il � �� 7 # - a_ I I . I SHEET NO. SH 1.2 !L ,- - -_ MAXIMUM A.&D. DESIGN PRESSURE U11MG (a.z.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH -L- SCHEDULE - FOR SERIES 109Q/2 E-Z HANG ZQRM PANEL (b =111 MAYJMU,M A.S.D. DESIGN FMSSURE RATING 4zi.j.1 AND MREMNQM M"MUM ANCHO, I SPACII SCHEDULE LIA"NS IKQ WNCRIETE & COKRIETE %= smum'-wa E� LYAjL21LY_Ew_pmL_wwttLA�G - m_1'_.1JNk_A__.b=I_4A� VAL&-OW-tOA-E&tU-E6t&I&T'Ma-ALkER-UM10ft"-IhRV-A%-'AiEn-2,11 __ I "'A MAKimom A,S I Mor PAL - I MAXIMUM JAMMER ANCHORS �ACII FOR E� 0. - 3 !/2' - APPUCASLE 70 I - OCSING P " , .I-,-. SEP.T. I PANEL i APPLICABLE TO A .a- DESIGN - I - - SECI)ONS If A I � � I,) CONDIT" i P.." ��. PRESSURE TA-C" 4 . I PANELMATE FENIALE In 1 RANIAMAM PILUS A PA.D. � I ANY 1CONSINATON *L'(-) ; I RATING LENGTH p ITO st�� I 166.0, -75-5 ". 2. 3'. 1-w. It, ,,f� to 00MCREETIE ='L I TO CONCRETE I 1Q1C11 to CONCRETE ETE IT6 CONCKif j OF THEN 2 9/le I ILI * I m BLOCK TO CONOIE BLOCK I ., i To* - LESS I *W � fE I 2-W & 3V � I --,- I NIA I l 12- 12* 1 12" NIA I' At 2' (TOP) N/A 1 12- 1 NIA 1 10' .65M. -15.3 OR LESS 2 7/a. SITED - " & .,W - . � � I I ] 1 I' if. 3-* 1 10. 3. 5. . (BOTTOM) SS M Sw * WINGNUT AT MVW & AM Of P&NEI LEN7FH I I 4 i 61 4� SERIES 2000 . - ITO W1 let -i- ___ MZMED F" "20%3/4� OF PANEL 12, 3' 1 12. 5� 6. 1. 5. �� I-- __ I -I . i NIA N/A � N/A N/A I N/A N/A I 12 1/1, It' 2. (w"t,m) __' �66a, -7113 --- __ __-7- - ___ __ 70. OR LESS 1� .'-' ' 7' 4 12' 4/�2 N/A 4 I J. (TOP) NJA I IS 1/�- N�/�Ajl NIA � - __ __ - ___1.1'1'1.1_+'__L1__ _ - W RIA 1 12- F_ � N/A 9 1/2- N/A 1 9 I/2* :�/�A� (�--I) - . i i _ - 12' N/A 1 12' N/A 1 12- N/A m 1 12- NIA 1 4' (W) - . - 12- 6- _L�� 9 ] �/2 - 1=1 - , _ _ 1 ,/, *IAWM TC 86.0 PAJ. A.SQ. DESIGN PRESSURE RATING i I v I � A EVE SHEET 20 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD + REQUIRES Max, DISTANCE BFITWEEN BOTTOM OF PANEL 1 1 FRAME OUALAM il/2- U AMC Q TO BE! 1/2* - ~JM ANCHOR SPACINGS Mo MINIMUM LOW INSTANCE ARE NDICATED ON THIS --I Max SCNEDUUT_ FOR E-M. LESS THAN MCATED ON SCHEDULE REDUCE ANCHOR SWING k By WATIOUnK SPACM SHOWN OR SCHEDULE BY THE FOULM4 FAMM MR INS OPERAIRDN TO BE POSSIBLE. REDUQ'M SPACING PRIMED ISNS FACTOR S44- Nor BE LESS THAN M"MUM SPACING 90CXTEO FOR EACH ANCHOR TYPE AT FV-U-41, LEGEND -ANCHORS - - + + REQUIRES M DISTANCE BETWEEN BOTTOM OF PAREL : L __t/_1v!_ _Y"!� . - _Y41:!_ _Y�- - ANCHOR TIM �__ -POw FANDARTE Wawa AND (2) TO V_ vis- � 1 3/16' I"- 6 - FUME m r1m I 11 Max � 1 21/2 1 41 AWCNKe,wAON0 N) -2- _�__ __ uxaaaYAAa t,xrxAAiA fx,�� 1 4 A ��G, H .- _�i TWI _= __3,/_2_ 3,0 .- 4 FMA "BE FACRIA I __ _E___F______1 . � 1/�2- 1 _35 I - I I --__I_-.-,I---- I , "I - - - - - ,,, - - r - _ , - - Lw 7s�_ 4 I I � - I" - I Im ,� - #,�� TI � n: "'JI0101100"', � .!�4#`N,, 01._ -* ., IV 11� 0'��`-. ,,�ENse ,..... S-1 J . I FLORIDA BUILDING (High Velocity Hu lcone Zons)j 'CODE z : No. . = ' * z i . , � T`YCcD. - 20 CAGE GALVANIZED STEEL STORM PANEL 11 * I * __� DROM BY " �** - z 1. i, I T I �*;\ I ��_-� s EO�_ �.L_--, . M/"/= _ � � _ GLOBAL PROTECTION PRODUCTS, LLC. MIF . , .., !�.--. 'CismIx- JILIE . E0 1w S . S, SIRM ,� D'AtL. Ft- � � FEIT. It � -,,,,,,, _� A ,� ,,,,,, 1=1. " CA, -1 - .. - tak 17r=- -*NC. (054ifere-754& FAIL RPHR&F-An, 20-176 101. ;y2i ,�;i�� - _xN__ 7 owm",-�,' *� I - $2 AL ,,,,,,,,,,, Q,_*wVIs � �, Z7� 1 *mLY111 , ,,,Ili Z Pt 1 9_0� A 3NM n A, a -, I I -1-a (1) a) _c_- (n -Fu (3) ` -0 > r- 0 L_ L_ _0 (1) CL = 0 (1) 0 L_ = m 0 0- . .- -P-0 Q) (1) 0) C) -I-- W .11 C: :3 Cz m Cn (3) -0 0 -0 -0 C: 0 0 -= a) L_ - U a_ C 0 ?: C = 0 L1_ - ICU :-� 4__ CU 0 w 0 �> . L_ CJ) (1) -i.-A 0- U) ZO CU CL 'F CU = 4- �_ -0 . - U) < j5 C_-4 r- C�o v7 C.3 C,4 Cm >4 U_ Ca- C= - C-4 .9= = .!5 C�4 �e - to w = 0) . = . . , 5 .�:c , - : 3: CC L) 0, .= w w x, = = D CC r = ::- In M -= = F_ !s = A.- 0 j5 C_-4 r- C�o v7 C.3 C,4 Cm >4 U_ Ca- C= - C-4 .9= = .!5 C�4 �e - to w = 0) . = . . , 5 .�:c , - : 3: CC L) 0, .= w w x, = = D CC r = ::- In M -= = F_ !s = A.- 0 --.-------- ULAR, LIFE SAEEIY & E-Z HANG STORM _____7 PANNEL SYSTEMS (SCALE 1/2=1') __ - - -------,-,-,- -15.!25- VOTAL WIDTH) - - - ------------ . - -, - -- 2.15�-- - I - - - __ ! - - -12.5W (EFFECTIVE WICTINY - - --- - CIL - _ I V , --lor I � 1256 �r_ - - '/4*e2W1*` .150 _. IS stivot re'rum � I 1 I _,--1160, - I - ,;,, __ 6 1/4' MR)- - 1,3�o* - - - _� el 11250- , - i.450. -- � I , � - � � 11.500 Z74!� 1, 2S� 70 ANGLE 0 6 1/4 T Do- NU,,- - Am. - , OR 0 12'1/�' at - I Mo BE Extosm) f I - � T_ T T , I I - I � 2so 1 " , , A l � HEMMED � 0.024- MIN. THICK CAUVIVARED STEEL 1 � - 1 � 1 ; _- , , , , - 3,sn" /-\ * 11 i . . i.671' � pi, _t_ I " I ",I 668* F PH I SOP. I � I I', I '0 ",_,_JE�._ I I mi: - 1, 1 -084' =ED' 7- 1 2"25* . . 7�,, 1.0�15- L ILA'_ t - - DETAIL A G-615 SALW. 4ff I- - __j -1 I __ - �Gttt_. _j -I'Soo, I IzS* 4 --Oy-.� l-.YP.) T STORIA PANEL ,35 . '__ - 'L3W. - ---- --- - - _____ - DETA`_A - - I , - �375' - - 2-000- 1 PANELS SHALL BE INSTALLED ALAXIS FROM LEFT TO RIGHT W/ 1/2* LED A' LEFT SIDE OF PAM - --2,3a?' - (�) ncilmm (�) X_JM9K (�) AMU_MM_$= AT END ',�--,, �_ � " , YI TOP EDGE 0,024' tLfiM) I OF PAW, I 1 ,", I" � `9KNEL S END LIP 111� .1 W/ nEmmm FEW, > I" � , �� a-- , '11w : '..270- , - 4 , - n, �" P`NP GALVANIZED MUL I . � . / � � - I 1< � - 1_�' , I -l"". _1,sr /:Z�� -1 __ ., - � - - � , - - � - - ,:1 153". 0-2,1w � 1-:: L - Z�� - _� " - �--- , _,� I - �t - I . 8- . I , , , YL-(/ I I_, , _p /�,, , �, v ",. �___�,__ �__ '�' � D >1 HEMMEk ' ?Go- 7 , * I , . B,r57, , *o" f � 0- . - .- __ . � � � � I I 1. - 1, � hiar " 0. � 250-0 I O.In i 1 t "I , " - - 2�591* - - , 21250' -1 - ,;r - 4,,, ,� I _ , ISOMEjR1r4 YIEW I 1 '7 I � � , "L ,1__�.. - �_, I - DEJAIL A ft3i-T ,_L _ f . � 002700, - -f-6 PANEL *,210- . \ I � 1: � \ (17� OR @0 I �__) "I I_] I_ - - -1 -, jmi-z� , � ROUNDED CORNER 0 ENDS OF PANEL'S I . Mr,, �m' - I , - ) " ` U. , � -1 �_2.378* - END UP W/ HEMMED 1 (#,CTS) EDGE. t., � 625, .3�5 - -------- typ� BOTTOM 2i: AffAa.j I 3,7sa* 1 I , 2-5w I I T .D91 * 1 '067, -* 7SO" ") - ED] (�),KEI MILE M�41ER i05-Hi5i ALUM. AUDY i 7- -_ , Eact OF PANEL (�) KEY JJOLE AT PANEL - I --- - . -4 1 1.124- 150" - 1 I A SEE SHEET 6 FOR ADWOrix, - Aw UE13AHORS IF SLEEVE LEROY), 6 I f- I - - 'MI. � 2!o- I 1. (�) SLEEVE 2 1 /8" I � :3_7 MAXt-LOYM I - - 12V 4 t � ONLY NAM FOR INVA-LATION5 INTO A. Iw- WOOD STRUCTURES � I ,Z�al* _ I ; I - - 11 -2.DOO'- - ,.OIXr I - 1- -to- - -- 2 548- - - � k 125, 2.000 - __ I. ,To' i (TI i I .050 .. i �__ L 750" .2501- I (�) REV. "H' HEADER @) 'U' 14EADER , !, i MI I __ - _'. MIN TO 5" M.. ---- - I I (R SLEEYE 1' MAX, - - 2 WU'- - -� I pq!&_; @ ANGLE 0 ,z--mm 9 WILL HANGE . �E! I i117FU i I I 6. , I _]III, 611S I�G?I- fl� - I I __ -3.ow* - 3j��_; - 1 --200 I [ - I -_ I - - �'" An. 275 i -1 . I V -, - ,I I T p ,O Arlo, I 115i!��, ................. 'pt 'A A- !Q,;�, a_1"!_ww1) .,,,�' �p . , '082 - .A,jS-' .. - - (USE ONLY FOR E-Z HANG STORM PANEL mill'- `� %!*x;, �, \CEI`Ili� ', SYSTEM) 6063-TO ALUM, ALLOY 1 ,jr-*� . Ik - � - 11 0 � : No. 44167 ... FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone) �' , z �' 1. I - tow 11 I IN MIN. 0 - 123' 1�� .. �w - , ,,,,, '�, ic � , 0 Zko* -_ �-*; * : , , a �. J. t * -_ � MIT., - � F, 24 GAGE GALVANIZED STEEL STORM PANEL I - -1 -ON', ,-201.7 ' , - . I - 2.000- - , t___ I ___ I Is, - - SEE SECr,NS , __ I 20i GID-_xl� 1 -',- 8TA MIN _ ,,,,, . T' OF _ _ -250' �;L J�, � ' _0 , � TI ; � .. _ _ ,_ - :� , , A F� � DFARM IN, , 47 "127/2020 Z : lil:� =_m I =u GLOBAL PROTECTION PRODUCTS, LLC. LAIC; - T -9 _� Rxxt S.W. At STREET TAUT limumptir 4 -I- cow-ir g WILD-OU1 'r C4 BUILD -OUT "F" TRACK @ & J�� WASHERED ,� ,/ � . H ..... , WINGNUT � .. ------. .1. 0.0 - - oeq &N-, - - -.R-. CA-0000710 -, P,,,, IMME. P. =I- -175 )W-7I,tI, F Ps.Rea-ml 20 r-_ I - k_.1 "'"' - � -,;,� IMCK-AMIL (ZAMAQ 3 ALLOY) WALTER I l�' F a9w_1 t H, � - � I - I �,, H, I I ", : En , , ___ __ I _____ __ INSTALLATION DETAIU FOR RE9ULAR PANEL rl) INTO POQRED Q2NCRETE OR CONCRETE BLOCK STRMO.UM ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON � I - EXISTING POURED CONCREM _ (SEE SCHEDULE ON SHEETS 9 THROUGH 10) FXisnNG POURED CONCRETE OR CONCRETE BLOCK SHEETS 9 NROLION 10J, OR CONCRETE BLOCK I REQUIRED. . , 1 fecounzED. __ I 11 EXIVING POURED � jt,�,-,t, � I�tg"', KATE LFG AVON /�LO'IrAl �,,,, �' 1"', CONCRETE ANCHORS """ ��;��,, I I CONCRETE RE . GURto , `�;,v �,�, K (SEE SC 9 THROUGH I - � - I I SHMS HEDULE ON �, �1' I �' - (9) I /��,��,;"",�,,�.,,,,,�i,�,,,,-�-�,,,,:,,, ��r,, - , , 11 �0` .1 - 4 I , 4 - - - � - � NDr WASIO NEAC __ 1 Ud ,�,., , ,, � _ �,I� 13/4- " ; - � - - � __111", __ - --n Tfesatdtmm�wop. It. 1� f � '. - ,� � '/.--X.,- ..s. - 9 ----I- __ - __kuLkl_ - __ , CONCRETE- ANCHORS " '1� -- I I . � 4, 12 1/2' Olt W/ - I I .%, X j,", - - I a . . (SEE SCHEDULE ON , , �L,'�'. �� ; I - - __ - - , I � I I I � : I I 1 1 11 i SHEETS 9 THROUGH 10) 4N � � , I ,� . . ". I I *-I i , `�, ED , � ,,,-,,-,, I i "'� .... � - ' i -W-. mw-u I ,�, , 1 . ,- � I ,_ I " � � FL ENCTI, V/01� �-1`1111 -:1 � - � � ED -�" - ',�'111'_ I 1�1 I I ?!111, _,� , e i (= 5 IEDULZ In"PIq � � 14 !) C ��,_` I .e,� ;1" 1:3) � 1 _(D � , I I , - o'"'o I Mi.. t FOR � SEPARATION I �- C, ) S" AD i I I - � A 5 .I- *1 ;�ni' .m 'm 4 F i - __�W_S1E7=UT0 GLASS t 11'�� li i & SCHEDULE 'to GLASS. " "I a,, SHEL : _1 � 0 & 10 SEE SCHEDULE ,,, 1 I *a� " , - I ,I 1 = Oz �mlrI -L, Mo' (S LIE ON . 10 ; t ON SHEET 3) SPACER I- - ,.,.. -0 I ar f , 0 � : I il � I Mi,, v -I � PANEL LENGTH (SEE SCHEDUL ON SHEET 3) .4. SHEET 3) _ nOt FARE. -_ � I'_ I ", � . . , I , Lawra, � 7-6-) 1 � A I *I* M __ ,�, k - 4 Da,ap FARE, 11 [,% F, I aNvM PAR r-n PANEL LENGTH I , , I I - - (SEE SCHEDULE Ill 0 0 0 SEPARATION . TO MAI-11 . ; [ 1 : =N, (D L It T' -_ - --I I ,� I I - - I ON SHEET 3) =� , , I I � � t --- __ - _ - __ -- _1 I(SEE SCHEDULE 0 ON SHEET 3) i K I I C4:1 ; I I- 50.1 OF ,L* - : @ _ - ___ f -_ - �,,, , - 1-1-11, , I,- , 77m� "", , I ��,,�, �fi r ' ''"'," - ___ _�_ - - __1 �__, - - --- - if - - - I " i-) � I,_ Of 'L" I 9 ,*) I MAX. I � I 11 I r --I I I t . - : [ I 77TM T � i .:�,��- 1,1%/ I " 50% , SPACER 9 , I It 't I a I I r1_ ! 12 1/2- CC � La ��,, ,`,�,"_ , ,,�,, r , �, t 4;9 "'11 - I �n. � I � , 11 . - a, %� I CC ,"11'111`_� " .GN MAY - `-� ;�-, , I v I K-L-L-_� - - - I - t It ,_ , --I - , I. '" ,-,�-,_ -- I � 4t� ) � I 4 - == _T '!0!-, -- ��,��,�.."�,,,.,, E)US1 Mr POURED � ''. _. , _ CONCRE`E ANCHORS, �. �� ` " - (SEE sC+iEoULL �� LLle'� ON 1'e__,�_� � C-4 1'�,,� I CONCRETE ANCHORS I (SEE SCHEDULE ON __L_j 'I I - � CONC, I ,� � ", - MITTE zl_ �, , - � ILHEETS 9 THROUGH 10 - ,I, � EDGE OF WALL Or SLAB -IS 9 THROUGH SHEE IG) - _414 - LOW " 1 2 1/8 X. ALUMINUM C9) . RVOUIRED I . . I '', _i (ALT CONDITION) _�_, SPACERS 0 6 1/4 ' - VALID FOR sllo� ' I I EXISTING POURED CONCRETE .'&R CONCRETE BLOCK ALL DESIGN LOADS ANODCPAMEL EXISTING POURED CONCRETE - LENGTHS PER SHEET 3. OR CONGA ET, BLOCK CONCRETE ANCHORS (SEE SCHEDULE OW - IN, REQUIRED. 61. MAY. WK A�VMINUW SPACERS 0 REQUIRED I _,�� OC, TABLE Ys - E O. SHEETS 9 THROUGH 10) - - - - 12 1/2' tSDE #1 ON SHEETS 6 Ar woj COUNG AND FLOQR MQUNTING SEQD9X A SmE 3/8-1- NILQ- UT MOUKUM FT SECTION 5 SCALE 3/8-1- 'Z NI w I EU (I OR & 1 - 5ECTION 6 . SCALE 3/a- I - I ,� M,,tlItHplroffol' ,��V� " , " .. ". 1:.,!44;^. . . , " - 's & - .,sr 1 . z '. ,Nf,Ely e 1i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) E.D. - EDGE DISTANCE (SEE SCHEDULE ON NOTE FOR COMBINMION OF SECTIQNS; TOP Ar 80TTOM MOUNTINGS CAN BE � z* 0 = .- 0.44167 '- -= , z , - * :*z I . ... s T O� . - 1_� - ---�, � -.. ri I L'.. � . - ta"Ma .�. - 1A 24 GAGE GALVANIZED STEEL STORM PANEL auem w I - \ - \ 07/"120 - / 111LIECOm.. ' GLOBAL PROTECTION PRONCTS, LLC. ,M]'L . MOmEn." COW 00, S. It ITTRE-1 =Uj�, m ANY INMIL IL XL514 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUFF ANY 04STALLATION. . 196, .... , _wr . . , nIA) - H�r) -VAT 20 -175 - - (NA) - I., 01111 111-1 049�I, fwt, AW ------- __ 11 'IFINN"""t /80-0"TE ORMWIC, Rx, CA-0306719 Wx,,TCP A MI J1. IX PROT 5 OF Ut BOB U& I 4111z I Z � - I 11 11 � INSTALLAITION DETAILS EQ8 SERIES 29 0 & 1000 E-Z HANQ STORM PANEL INTO EXISTING W!20D STEVICTURE5 - - � 77� � 7' '/A'- tA' WREWS 9 6- O.C, W/ � - --------f-- - - - 7�� 1 - - L! 1 112' MI, HIREADED PENETIMIN , I - I I � -H - - a-w .0w li */� LAG Scw*s a 5, ILL * - . __ _,� �. - 10 fX*TNG WGDO HEADFN � , I U , LAC. SCREWS a e ox A/ %X. - � �� -1 RVOUIREC �I I ' f �/.-. , I - I I � , , ,� M THRW_O PETWEIRAIr6 � ,-, I _Ya - - �'� , -1- �1_ , , FLAT ON O` alt /2, ux, TNRFAPED PoRTILATtow ,-- - I I l� rwv��_ WWI HEADER � � TU YfFrING WEEK) HEADO, - - � I - 17 ,,j _(4).", j,-, SM�5 1 !� - � 4 , I I � +r , E, 0 � .2 4 C-1, #I4-l' 5,us, "I '. Iii 11 I , I "I i / it; 1 ,�Als/t" ms I- . � - : -6) 44;0 1� 'I., �2 - Wa't E /I NA, ,* IF, � _� ,F) I I -� ,I, IF'r 4, - N�p *_ 4 � = - - - " . It ��l I � I I 11,; I � 1 . , kt '4 _,1 2 � . � � -1 , I � - LAG SCREPts 0 S, *C� W/ trat. II R I / , � ,44 I , � !, t /Z END u, E) � �'/,�;,L,.",,-.V/""".Iyl.��1,2- TG'______ -,--- ,_____ L � F InE O�A& -I/?- A , Am BELOW) I .NG NUT 6 .007III , I I ,7 I *-t'z I I - . � OvAtt- 1/2. . � 1, I I or VAN, LTV,L) I I 71 I t - - --I I 3/16' A-, POP RIVE, 4 C_ I I a -1 L, Nq__ 1A_ '"' GEE 4 . , I i I � pol- -,.S 13 i k 0 MIDWITY'S OF EVERI 0 -0 EA, im oF 0 i I ,3 L - ,_ 11 I 05/. __0 . , "' R � 1p A (Ty.) 7 � � I - I 2&7r I I I I . � , I (SEE OCYAQ, & I I - NOTE 11 "I - - I i ,7,�Azw/.- I �_ 1-11 11 � I I- � 1 i .--- - __�_ 1 1 I - ,,, I I I I I MI FCOLMIET, � 1E I 2 #/is' ma, , - __" T� 0 - i 1/A�.-20FI/c . (D 2 9/10' x1p, I . - SWARATION - v � - ___F1_ - � , - SEPARAPON - .;F3114.1, � i 11 ,f* - A 2 / F to CLASS. 1 1`-`-�', 11 * � I " W/m 0:�/37' '.. I o, , ; - i I L, In CLASS . , . " 12' 0" - 1 mrIC N-J, a C�Cft CISN". - C 2 '/IO = ; � I 9 � � - '", "I'llp I - I WAII - I - - I - "L 4 � TO GLASS I - E, � ! - 1 / . &=0' '11�� i I � 2 V,t' N� �': E.., I- � - - _02 -1 , -§ I I X., m. _tl� . - � - I __ SEPAPIVON -: WRY MPLAF § - ___y_ I To CIASS 1 Eym, ovERLA, , � I i I �, I -1 . i _� - - ___ ;3 I i I 1 � A f 11 I-- 1 - � i i - " i - E; 0 -1 _ ___Ll 11 ,, i �, I , I I .- - � . ! I IF 9 x, , 1 . I - _1__�_L 'N 1 1 1 N T;11 7 , I �' , m, '.1 i , '� � i ;, . i , t i . pe ct T � . i , .1, � R I '; 1, . � I I . , -g - -- _ _ � - �� I . i x __ 4 , I@ 11 � I , I I - I , � 0 0 3 0 i I [ tr�� I i Z�'11.',I,,, � I �-T I- �__ .d. - , --i �- A, !�� ,I I : I I '*h � z .i 4 I ;� -� . v I - - i .1 , T , - I � kil . I - I �,�, I L - 1-11 - i -_ ig , ,_ - i I N -,,,-- - - I _f___11__; - I -_ � � . : 2 1 � � - - ---- I ,; � I I- i : - �� I - - II -, _ �i - S -,.,-./ - I ,.L � - - " - w � I,, ,V.52- Y �,,�,.-.-.T,E - � -l'i- , -, I 1, ,I ., avat, � - , I_ , 1 P! I � , _f'�*'x- TMAEADED , - -_ - , 7, V13".,.i,cs, KIM NO ", � I ? r 11�j 73, - �, 1�w ; - NOTE 11 00-OW) PE,,- ,, ,oxex 1, ,/2� oc . - I D1 , , .---,-r .,;w-�2 . , I �l 7___ I. N�L. .19 WR 0,5"', " 1, I - 11 , t i /.,v LAG SCREWS * IF, 0 C M;�. I ; � �� , ,,./, . ISE, - *1/1 I 4 SHjp § I � 2;Nur, THRIADED KHE'PIA "IN # *am FEWIRCt , ,.pw , 1 11;*r " . _N,x, .A BEL , I .,go C, Y,.-.iv I � , 3 �� I PLATE AT SORt. mo 0. � .1 - , ,. " . -) F,�� OR ON ME , , � , , � "' d 1211YO, "'A"IT, PIUS *1, , m.s, W/ vs%J/32, _", '. ,HWwWTAE NOTE ,� Bar*) I � '' 60 X'*j - .CwmPD,Y a I2 v I � , UT06"Ir O'C WALL sEP m MQ � -1 �, � I ] C_ E 't , L4 , 6L . L � I 1.'. LAO SCREWS 0 a- 0 C� A/ M� f13 2',4' 1 N � _�/"'..LAG %W-*Z 0 S* roc� A IF - - � OLD, P 'L ,,,� I 1�� "'P&ACED KNUFADON I � 1/2 4A,, NAC, WIM0 PLATE .EQUxrEb , or PLATE ALTERNATIVE 2"YL "I I - WALL MOUN FLAT m ON EDGE I � WOOC FIAT .0- INSTALLATI N SCALE 1/.'� � I OR oa E--.*f , � � FLAIL -r Ijw�_ FIAT a , I ALTERM11VE I N - I '' , I - OUT MOUNTING SCALE 1/-'-" �� . �10 - 11-1- ____.,_ I 1, I � I a-- I. - Rolm , , --' - ALTf.8UjftE 4N - I I 96MU "I I 0IST,XUATIONS ARE CPXY VALID FOR O�ILVINGS WPH kSD DV,IIN ,Okm I , - ,,, � ANION, SCALE 1 IA-. I - Up 'IT, .66-0. -75 . 3 PH AND pmws LENGTH vp To 5'-10' s - 'O.� il 1#1 . I 7-;;;4 r ,� �, 1� M _11" W - ,:�4 A V, M-A I / SCALE t/C�I. 2. FOR NEW WOW FRAME MAISIRUCTIft 0000 MEWCER5 TO W SOUTHER�k Ol' 19, / , � �� -114E U*t z W/ S-tcwc ,DENSITY OF 0-54; OR EQUAL � , 7rvl r "" � vl,,i�; -,�/ " I ,Z,Q, � I - �, .t� se '0_11 � , , ', _� FLORIDA BUILDING CODE (High Velocity Hur Cane Zone) b1z - �� .. t= , . - 2 : No, 4 ". s cma, "'TI'm � = ffr .�i 20 GAGE GALVANIZED STEEL STORM PANEL rp SEE S;rFrA m . r AT Ta. FS - TIT: *- * � � . I UFAeN, u, I I T - = - - CC C OR 2 . BASEG ox, - . � - 1z: ,am OP �i�,i� L ;Mee� S� -,' STAjTO;,,-_,. ' _� , V/Ulm. , I I r__:��___ __ ,:� / LLC , 11 .. - GL08AL PROTECTION PRODUCTS, , ,,, � � , - , - . ` __ 1111LIEC01 �1 4, � 7 . , , _w.m= ALUMN&IM W.HEAW _ � "I - . - , \ - I --- � - 6, STREET, � I . 4> 1 _t, �. IL -11 =j&4ikg, �F,r �� - - .- ,_ =- 7., " ,*- r,,rK"-Fx.. F., �.,A)wts CAx, aE .. CC1.101" III MY 00MON a ANOMR-u"m I... 0 t . ..... I - W -:� UP -Z _v9" 20-176 - 1 low. 1/4' 1 I* 1-11 I-" -rx0m7sA _�mwj- DRARNa .. � "or, ��"Ar'Y oil P, S,'LjS,,,"C,',Ur, 0 . ,I,UYYE_U-w I Nu� r1IDWN T ..niA, Tw .� Ps� , - : -i-� IT-- I - i � - 1-1 - I - � -_ _____ FLOWN- #I�ss? ==w-mi _1______ _ I I I VII " w TIT I I v � I A &I 0 1 z,: z I -, �,, 1; F -1 ` , mm6-j;w%im1L-j1 xl� �`f 8;mI1L`.v-t1*-_m_ -.1. �� MAXIMUM PANEL LENGTH . L+" OR %-" (fi�) 0 k"AlOm AIS�D DESIGN PRESSURE RATING (P.ILO (4 ., -) CONCRETE IS WOW INSIALIATIONS t -C.---r -, _L,�±� ____2�_o __L�i__e __2L0_____L2i__G_ ---!__,:--a, - `v__!i_ ____:!!_0____L1�__*_ -I&D to' -to' fo*-o' 4ao - - 70 �_T __ _4v_7;:__ ;5G_" 5W - ------- ____ ISO . OCT—- __ i1o" ____ __I�-_i_ - --- i_; __ 0--r " _8,_J,___,��__ - I97-ow- __;1:AB;_ W-9- ___i__W;_ W_i;�- __r__._ __ -7'---O'- FAG I" -5, _11' ____�:_ __�t_ -!�_-�L __ -_--!_;?L_ - BAD ,;;70-1 ____ __ - . "..o. __;_-__9�_1F_i::_ __ 01-5, -"----- - _____ ___2��P__ -,-- rno _�::K_ --a,-5, . 6'-J' _.�:��_ 51-11^.- ,_ . __ 110.0 - - 5'-7' --�T'6-- - .-6. Tip$ - - - __� - 5�5" I AT-E&QH - ckt� 2& DAC,(j),(�),_ MAXIMUM PANEL LENGTH "L+' OR "L-" (ft.) 0 MAXIMUM 46D. DESIGN PRESSL, RATING (*. 0 C. at -) CONCRETE & WOOD INSTALLATIONS t E+ i 14'-4' tl'-O' _____2�0 __ no _ 12'-10* _ '1�7- ma _-Ti r__fi__ __W__7:__ - JAC— - , t7-rP7- !:-S�__ -, AGO, .,5.4T____ 'aO - - __iio___ - 0,-6* I.-.-;;-- - - F 81-71 _____s�__k_ g'-2' _T_;:___ - - sl_�,,. _,_;;__i��___ - W-D--- __ _____ , -oo, r-s, I - 5S.d ------- __ ___ ______7L_fi_1____Jr�_2:__ I 10.0 7,-5. , - - ;-:;,-- _T_�-_ _eL-_,, 6� -a- _15-0 _ __1Ii7__5 _-Mo_ ___t_�__ 00.0 -,-- - OSLO __2__�, �, -_ o'-s' I;7__F_ _,E_ii__ 61-11 __;7_,TCF__ ____�___. oao _ 6--j- ___ t A-7- , - - Two 6,7j�_ S-4-71 I 5 ,-I- I ___�_10O_+___: Frs.O - - - - 1 40 1 . 119.6 I - I _4'r I MINIMUM SEPARATION TO CIA$$ SCHEDULE MAXIMUM IIA14EL LENGTH _____;___T___ WIND SPIDED ,C 170 r,h WIND SPEED > 170 M.tH 0a) �.�;�-,.-T.;.- V NED - I R�MIR�WMN 30 OR LESS I- I- i v 1 r. I 6 I/. - � TO 90 - . I I. j 7 112 1 1 J__LI/2�_ ,so to 145 - I. I " I 7 1/2 . _ 7 112- 1 '145 To Isu � I- 1 1 MIN"- - RHLQ14 TOO BoTtom , "I 11 DIRECT mow ---I--- I 11 . h . .U� � 1 HEADER HEADER I I S*XI 0, I , STUD 'F* I ANGLE TRACK I %Mo-w, 1 wED-our 'r TRACK ,- Tw, Aros wigm ,=%, cmIvm - I ower MOUNT 4F 32" 32- _!�__ - IQ* f 50, ISIX1.51 STUD ANGLE C4) - 3E, __ .32" __L!1�_ 32, I 32* 42' I 38, 1 I 38, (A) I- !W 1 .I2' 32- 1 42- , 67- _. so- I 1 60* - (�) '81AD-OUT 'r TRACK ANGLE � - . 2* , 32- 1 M- � ". ____!!:_L__ se: - I I 1A.,-,T-ffQv------j _____�� 5T - __:�� 1 32 3V 1 38- BE. __ ____ r* 2/4 1/4 3/4, 4/5, 5/5 & 6/5 I;V�6. 2W/B. 3W/7 & 4W/7 3' MAX ANCHSOHRUS (SEE SCHEDULE ON r MAX _ _ _ __I__ _ _,_ EYS 9, 10 &II) __ _ I- - . _ _ __,_ _ _,_ __ _ _j. - I t I* MIN � -- � - _-�7--c I" � i � 6 1 0 � -------------4 ' F_ - -1 - r I -- - � I - - [ r. -i- 7 -- -r- -, - - -r- -r- - � -�-T-r-r-.-T-,--i , I k��)IUOYU i i I i � 1 i 1 1 1 � ; 1 f . I 1 1 I , I . I I I I � I , 1 I i I I � i i I i 1 1 1 y I 1 4 Jill : 1 , I J, " I I , I � I I i i I I [ , , I I � 1 ! 1 ____ - L ___ 1- _LLA I ?" L.-L-1- i "L - 7 , � , I- __ il- i_.-j- �i � I _ - - I !_j _1 3 w i .�� I—. __ - - -, - 1. I -1 ... I - F I 1 1 � I i � - -I- I T �, I 1 - I 11----1 � I . i 1 1 1 1 1 I � I - , - i I_ I- I -� - 1 --- - I 1 1 ! 1 t _f_i___ t � - - I I i 1 1 r I 1 � 1 � �,Ak � 9 � I 1 � I � 1 I � � i I I - - I - - - _; - I I � - I - I -L [_ - - - I I L BOLTED PANELS W/ lf,14-20�1_ I � I , _; � , - � SOLt W/ Q 6 EA. OVERLAP I . 1 1 �� ; - - !UNBOLTED PANELS 1 1 1 1 � I ,- S.S. N.S ! i (SEE SECTIONS AS ' � � 1 1 I i S APPLICABLE) 1 1 f I i I 1 1 f 1 1 (SEE SECTIONS AS APPLICAME) I I � , i I I I : d � , I , I i , � I , , , :J I I I � A I I L � I J_ � � . 'I', 1 I r I I � I ,, � 1_1 I I � i , � � 1 i , '- I i i i . . ! 11 I � I i I I p , I � . , v I I . I : � I I I � i I 1 1 1 i i , I I I 1 I � 1 4 1 I I � 1 , 1 ; ; 1 1 I . 1, I i i I I ! 1 ; � I 1 1 1 ! I , I I ; I � � , : I ! i I i I � I I I I � I I I 1 i I : k I I i 1 1 1 . 1 , i 1 1 � , , I I I I I I � � , ! ! 'I . . I I �� , at � I _, I � ! , D.M 3 . 01 I - �, J ___ - , i - - I - - - - 110 - - c 11 - - - - 11 i I I . . I i ____ - . � ,a 1, , 1 114 _��, C. � !a & @.,@ , . I �� - I __ � i __ i, - I r .- 1 1 I 2/4 1/4, 3/4, 4/5. 5/5 & 6/5 I" .I.. � * L*IW/6, 2W/6, 3W/7 & 4W/7 --- - -- —ANCHORS (SEE SCHEDULE ON SHEICTS 9. 10 &11�,, -1 (_I, ELEVATION ,/4* Max. GAP 2,687* N.T.S. __ (MUL ONEREAP -1 WHOLE VALLEY) I I - L_ 4 - - - - W -T- - I - - - -T-/- -1 " ') 5EUION A -A �_�t) t I T NJS, 00) L+: MAXIMUM ALIAWABLE PANEL LENGTH FOR A GNEN POSM ASP DESION LOAD. L-: MAI( ALLOWABLE PVRM LENGTH FOR A OVEN NEGATIVE AIM DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH' GIVEN A POS'Pa ASE" OMIGN LOAD, DETERMINE MAvMRN PANEL LENGTH %�* FROM SCHEDULE- GWEN A NEGATIVE A.So DESIGN LOAD, DETERMINE MwMUm PARM LENGTH 'L-' FROM SCHEOI FINAL MAXIMUM ALLOWABLE ANNEL LENGTH IS EQUAL TO -HE JENTMIA DFrERMWED PANEL ED=" BETWEEN 'L+' AND 'L-". (3) SEE SCHEDULE BELOW FUA " PANEL LENGTH FOR POROSITY OUNLIFCATION. ---------I 1 t NSTALLAT04 IWO WOW ARf UNIFIED TO , 95 .�&t MAX AND. DESIGN PRLS;7RF. RAW,O .- - .cm 1101= - f "" * �; - 44167 "; Z 24 GAGE GALVANIZED STEEL STORM PANEL 1 mAtat IT, � Do � " * _. * ____�S�:__ ' 11LIEZO - Al/2"a" I X -c'. ' � -> / n GLOBAL PROTECTION PRODUCTS. U.C.1 IIE 0- � UATE OF !� _�- --� --- C,�WANY . 10 ., �, -, = TILUT CARIMAR"a HeN, Sm, W ' I RION ..A '��Y . ......... V,' 40r-,�9-44--., - .. If r * $� " / - 0.1 .-Il"' lt_=-1.111 14ANE. CI)MOW-Mu Z _a- 20-17�5 _ , _ �� `,,,,',�/ 71,v I ru _% - _�� !�� - - - _ . � __ INSIALLAI19N DETAIILS FOR REGUUM, p 4 1 _____ ______.7 - INTO WOOD STRUCTURES __ . _ -_ ,- - . - I—, - I - t��-_-- - -_ -- �- _;O�__ -, - , I - I I - � 7 1 1 1 1 11 SEPARATION . - 1, __� I; � : � � _V ,� - - � : _r)W ANCHORS 1. � -- - ; , T____ - - TO GUASS� -- �- I . �� I � (SEE SCHEDULE I � (SEE SCHEDULE ON I I - I 1; I I . ,:; . t - . � � $5 ,�� I 0� (�) 1/4-0� . : ON SHEET 31 I wAt MTS I I . � l�' I SHEET I I) � I � ,Z�:. j . . � � ! we , I � j I I - I I . A ,jr at -1 � ___._ - , I I , , I 1k ��__��,& _ , , -...A. j 11= I , �- -- - --- = r-" I �, I I , , I � � I I � i� � L�, I I , I 'L" M- I I � 1. � I I I I I �!� , __r___T --,--- _ - 11 I , I I I I I I �" , � I , �;� � I I , -r - __ " ., . I I � . 1 , 1111_%Ttfi� I 1 ; � WOOD HEMIDER, - I � 7,� ��' 4 ' ' NO= ANCHORS I , , 20 __ � 11 1� - - I .11 % (SEE SCHEDULE I �y - 1 1 k, REQUIRED � � ,�, . , , I I I I �I � I L .... I - - I I - "" � 11 ...... (SEE SCHEDULE ON - . I . I I _�, ON SHECT 11 FOR , I I—- � " � , � ,� , --- - - , ,-- , - � , Ti� ' � 1/4, SHts 11) I I I , __ , -1 SPACER � �, � I VnI " , 'a arm liT, � "I tl� - 11/2'� M" . ! 0 - - "Idu � SPACER I 1 ! OF % R I I I - , I . - F _C1 I � 5 - I I I . I , I " LENGTH MAX, i . . . - , : : I � - I - ,�, . I i WOOD HEADER ��, , � ED! --- - I ( _'11 . v " I I REQUIRE. I I I Min ��t i _': --- ,_ � - , I , I : I I ��- Mir� , -1 1 : I M !.r z � � _ I" � - I � ,j � ;�I ED - I I . I I . - IT,,) ��_ i .1 �'�, �, -;I ___1___, __ 11 11 I i "I ,-, - , i r I I 1 4 �_� I I MA:t� LONG ALUMINUM SPACERS 0 12 1/2* , I I 1 [S. �Lj I Jff_ j I . 4 , . � i , --.@I* I I 1� I I I i : O,C. (SEE TABLE JI ON SHEET 11.) � I 1, � I I � � SEE NOTE - BELOW POP LIMITATIONS FOR S M"r, 1 - _CI I .L. "I � , � , � � a GPARUTON : M04 � 1 1�2* LONG mmm I k" MAK 11 �, ; I I � , , , : �tj I � : PAN LENGTH PANEL LENGTH I 1. j_(S IO 1PLAS& I - I 0 IEF SCHEQU LE (SEE SCHEDULE -I-- I I ': I I (sEr. SCHEDULE I �, , � PANEL MATE TEMALE to 00 ON SHEET 33 i am SHEET 3) 1 1 � - PANEL NATE z - - I ON SHEET 3) - 1 I /,,� , " , 2N, � . � I I I PLUS (SEE SCHEDULE ON SHM It) I I I I f I r , v� - �!L IS W,0 f I I " - I � ! A� E I Mi" : I I � 1 , 1 SEPARATION 2'x4. A,= _ I , (USE rat xxxr� EXISTING TO GLASS, : PLATE PX0411RED 9 w I UPAP4 0.0 751 EXISTING " - I . --- cAAss---4 ( 61; I SEE SCHEDULE - I GLASS I i - -T, - A! ,,:% 1 r ON SHEET 3) DIREGI MOUNT I 1 I� 1 I - T__ * I - ,- ,A--- - - - -I- -_ I � - - YL 2W' _(�� ALIERWL : 1_� I � - - 4 94 SCN.t 3/8-,' 1 7- - I I I SEE TASLEktI ON SHEET 11 FOR MM� PANEL LENGTHS & , 1, 0 " ,/D�, O.C. 1 509 : I -1 MAX �o DESIGN LOADS FOR THIS INSTALLATION. I 1 OF 'I' r ,.:, I � ", - ,I ,- -0 I t I i I - I MAX, i i I ,r -) It 4jpl � I I � .. I . � I I I ' F �, I � I . . : 3 41 I 6 12 i/2- O,C _t I .,,: � - I . �_ . 11 � - , � .._____ I - -1 - . I I I EID I � 1. I � I : I ; I _ -1 . . WOOD ANCHORS 1 * * Nru- � - t4 _' ! t_1 - - C I 0 1 - --- -_ I " - I I I 1 : - I ''� , SMO - I STAGGERED W/ - I � , I I -, 11, � EDULE ON I SPACER M f I 11�� W BE 1 1/2' LONG M, i I � I I ! (SEE SCH I � . . , I �! I SHEET I 1) . ji: (') WMALvalow a Emarts; To A PIKE STORY WADAIRS WIN 15-0 1 - . I , � I � !!, I *wm i I I I VM MEAN R" WIDGKI PHIS IS A "ESTIFICTION FROM ANY 2 NA' WOOD , 4) 1 - - - I I i , , � Pi fKAUNAT Mo" CLWOOOLV WDIAT11, ON SHI I III I PLATE REOUME6 : WOOD ANCHORS ! � � ,_�� . I* MIN. SuMarrom To wItAlm I %',�J�',�,, j 'x - WOOD I I 1 �17 1 _�� ;� STAGGERED W1 SIVE at GLASS t' I _�, 2 A w .4IIm Opm . O'.0mm '. Owa MAD, Mo. I, . I , 1111- I � I , I ON SHEET 3 MAY , r� 't SCHEDULE ON t owd AS THE � , , � � __� " PLATC RCCEEROD �1 7 (SE mizaizei;r I .. - , ., _ x%MO_ WIE PLUS) "Ll. RE VACED , AT 1� =.`. I - " ., � : SH 'I 1) 1 Cow," wH,. i I UIIS IS A Montec" FROM 12 1/2 - U, IIPACIN I '� E I I I . i I I � 1 (1) wormum i i SHEET 6), I I An DESIGN PRE99M I � I I I - � 1 FMINO IS .80. -45 ix.t. i I (A) "X 24 GAGE PANEL L04M 15 LIMITED TO BIO AT ANY PROM ; . ! 7 -j , , � , I I trM 6 A RESTRICTION FROM LARDER RANU LENTINS AUDI 0. J . � - , __ - I GO MwwjM STORM PANCE LaRan, 6 1 WALL MCI I DIRFM MQUNT scRaPtUE, s4EU I 1). 7 I 1 17 t I I � I I ALIERNATIVE 2W i (411 ,/T LONG WAM cowtomna It" SHALL BE AS NOXATED OR 1 � (3) mw PANEL WAAXTm Is Owy 1 SHEET RETALIATION OF 12 I/r UM SPAM " "S ONLY I 1 INTO m ExtsTmo .am FIAmE WALL. I SCALE 3ja-l- VAUD 2' WIND ZOMM 1. AWI 3 AS Ovr1ERREv BY AS`v ALTERNATIVE I W I j E-LAIN, STANDARD (Iff, EDITION) OF THE FLORIDA ! 1 MR ... 4 2, SCALE 3/8-1* 1 (4) NVAULKnom AxuD MY FOR WIND i MAD" CODE I ZONES 1, 2 & 3 PEK ASIA F 1 I i 1 Im-,m, i 'M401"MyM, , � L__ __-.__1 __________ -, .,Ilk'At'R A TQ','N I ----- --,.-I�,�-�l------.--.�..-.-�--�,.�,-,�.�------; � I ,i, / RM ;-, I - 'I'd ...... ... , - "0 " MOM, , 'i 4��*`N)ZENS, 'I. !,�; �,__ FLORIDA BUILDING CODE (Non High V#1oCTt . e, % - s Ty Hurricane Zone) p I . INSTALLATION ARE ONLY VALID 'OR 'Wr, A,S.O. z __ , - , , , = Oom II,,%o, ,X. F, S*: 46,44187 " - 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p,s,f) AND PANEL LENGTHS � z DIM" ef� : TOP & BOTTOM MOUNTING'S CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = ; * .*s - � - - � . - - --'/�227 STATE �T�� O � COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 1 7:�`-. GLOBAL PROTECTION PRODUCTS, LLC. _;;:�is_ Z17 INSTALLATION. TE��z -9 ... \ 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD .. . "" O R I D PI WtEtP 14.0, TRUITT TIM1.10 A "ONCERIM0 COMPANY AA0C - 51 STREET - ftMr FL 3w � ", I - ...� - .t?IZ v."t C' P,S�R, 20-175 '. =.',�-�., )M&-7&4A F�I 4, I O" - -- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC MAI gl. I DENSITY OF 0-55 OR EQUAL 1'"INHilijosoksmorvREA.T� WALTM A ,*,,,I.*., ,,., __'_4 L-----,---- . - . - a2ft UN �,Sy m2nJ� � �� =7�'Is I I I-- ____________1 _-, -----I 9ENEH&_N= (c) !D_iv51itslz�rt, .-IXA& 1"1r__Q__-_kZ_1Ah_ I STORM PANIE SHOWN ON THIS PRODUCT EVALUATION DOCUMENT CPLD�) HAS KV4 VERIFIED FOR COMPLIANCE IN ACCORDANCE 1/--6 TAPCGIN ANCHORS, AS MANUfACIURED BY OV EUILDEX. INC WIN THE 2020 (TIP EDITION) Or THE FLORIDA BUILDING CODE_ THIS STORM PANEL SHALL NOT 13E INSTALLED AT RICH - #1 A- 10 PANELIANTE FLUALEE ID AND PARELMATE PLUS XW4ORS, AS MANUFACTURED BY ELCo CONSTRUCTION Pxrooucm VELOCY HURRICANE ZONES UNAML-OADE / SRUWARD COUNTIES) - 1/4-6 LAC SCREWS PER WD-S OCEIGN WIND LOADS SNAJL BE DETERMINED AS PER SECTION 1609 Or NE AEGVE MENTIONED COGS, FOR A 5ABAc WIND - 7/16'0 , 5/5" WOOD BUSHING� AS DISTRIBUTED ITY ALL POW SCREW, BOLI Ar SFECALTY CC SFEED AS 'EWRED By THE 4ERISDiCTION WHERE STGRA PANEL AWE BE INSTALLED, AND FOR A DERECTIONALffY FACTOR . KTP�olft USING A$CE 7-H5 AND SHALL NO EXCEED THE MAXIMUM "O,) DESIGN PRESsun RATINGS !ftDv,TCP ON sHEcs C 0 MINI UM THREADED PENETRATIEN �TC WOOD OF TAPCOk ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANEUM&TE PLUS 3. 9 THRU 12 & 17, 18 AND PARCUMAILE FEWLE IV IN ORDER TO WRAY THE AH01rE 00NIPMOIN ULTTMATE DESIGN WIND LOADS DETERMINED PER ASCE -7-16 V-14LL HE FIRST REDUCED to ALS G OESIGN PRESSURE RATING BY MULTIPLYING THEM & 0.6 IN ORDER TO COMPARE THESE W/ GWX CASD.) r- 2) MINIMUM THREADED PENETRKTION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE I I /2- 14G THREACIED DESIGN PRCrSuRE RATINCS INDICATED 04 SHEETS I, 9 NRV 12 & '17, 18 PENETRATION INTO TUCCO SHALL E CONSIDEREO AS OF 11 R I ED R IN GROEP TO PIFY 7kkT ANCHORS ON THIS PE�D AS TESTED WERE ACT OVER STRESSILD., A ,I3R INCREASE IN ALIOW49LF STRESS FOR WIND WADS WAS M7 U= IN THEIR ANALYSIS. FASTENERS SPACING IT) WOOD HAS MEN OOTRMINED IN C,!) MINIMUM EDGE DISTANCE OF LAII SCRM INTO WOW SHALL BE AS NUICATED IN T1413 MWtNG AccoR E WITH N.D.S. 2018 STORM PMFL'S AuQuAcy FOR woALI AND WIND RESISTANCE HAS BEEN VERfrfED IN ACCORDANCE W" SECTION 160.1 2 OF CA) MINIMUM PENETRATION OF *000 BUSHING SHALL BE 45/45� IzI4* f-2Q SCREWS USED SHNI BE 1 1/2' LONG MINIMUM THE ADOVE WENT"- ED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS "I114DI-OT AND ta?I9G2-D9. AS SHOULD -.W-CO EXIST. AND " MINIMUM FOR WALLS WIN NO STUC'C0 PER SSTO I29 & ASTM C 330-02 STANCARDS� AND AMERICAN TESTING LAB SOUTH FLORIDA FTEPORT jti-23,01-10 AS PER C53 -N CASF THAI PRECAST StCNL, Go PREGAST COLACRIETE PANELS, STUCCO GA WOOD BOARDS BE FOUND ON THE EJQ",NC TAs_2Qj ,HD TA3_2O3 PROTOCOLS. AND ,5 PER CALoULAFGHS PERFORMED IN AC.CoRMNEr W1 SECTION 1604 OF THE � WALL. ANCt4ORS SHALL BE LONG ENOUG14 TO REACH THE MAIrl STRUCTURE BEHIND SUCH PANELS. , o 'CA ou"C"' CODE ANCHORAGE SHALL, BE AS MENTIONED IN C 1). C 2) & CA) � A- ADMUM EX � A:�' UI FRISION5 To BE oo"_�b ALLoy AND TEMPER Wwtss CTkrpW1sp me") sa sHerr 2 (b) ANCHORS SHAEL BE INSTAI-M FULLUONG ALL Of THE RECOMMENDATIONS 000 SPECIFKARONTS CA FHT ANCHOWS MANUFACTURER 3 ALL ALUMINUM .SHEET METAL USED AZT CIOSQRFS SHALL IAA�,T 3H)5-HI4 A41DY 8 FIANELS MAY ALSO BE INSTA,I,JED HORIZONTALLY FOLLOWING IM5TALE&". DETAILS SHOWN ON SECTION 1 THRMIGH 6 f'+EF,TS 4 I sKm.L NOT tit usro. 4 ALL STEEL SHEET METAL PANELS SHALL NKvE '0?tK,TUFM1 QUALITY STEEL, ASIN A-653 GRACE So MINIMUM, G-E6 GALVANIM PIROUG. 5) EXCID1 THAT HENI "EEL LIESIGMTHIN W/FY� S22 tvr� (AFTER ROLLED). 9 ff SHiIA-L BE THE RESPQRSIBILM OF THE CONTRACTOR TO VM_,Y IMF SDUNDHESS Or THE STRUCTURE WHERE sHUTTER 15 To BE AT'ACNED TO INSURE PROPER ANCHORAGE THIS SHLYTER SRALL ONLY BE ATTACHED TO CONCRETE BLOCK DR WOOD FRAME 5 ALL SCREM To RE STAINLESS STEEL _304 DR 116 AISI SERIES OR CORF0qoN RESISTANT COATED CARBON STEEL AS PER DIN BUILDINGS 50016 W' 50 L.i YTELLI STRENGTH AND So - TENSILE STRENGTH .AND SHALL COMPLY W1 ILORMA BUILDING CODE SECTION '1`4 211 I 33 " 10 EACH REGULAR STORM PANEL WTH, LENGTHS GVfR SD'� AS PER SECONS 1, 2, 4� 5, 6 AND ALITANATArE-5 IW, 3W & 4W ON -3 , SHEETS 4, 5. 6 A 7 RESPECTNTLY: SHALL HAVE A LEC40LF ANC, READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6. BOLTS Tr, BE ASTM A- 507 GALVMIZED WC-L OR AISI M� SERIES 57JUNLES5 STEEL, VATH 26 tn� M'4'.M,M YIELD STRENGTH SECURE PANFIS WITH APPUCARLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING �3 I 7 AXCHCRSS TO WALL SHALL BE AS FOIV%YS� I I, FINE INSTALLATION EONTRACTOR IS to SFAIE/CAULN All. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONIALI WITH !r (A) TOJQXMKI.."pm��Cme-= THE BUILDING to PREVENT A1NC/RMN INTRUSION - I/4-# TAPCON ANCHORS AS ~ACTVRLO BY I I.W BUILIXX, INC- fMiP (�411 92 P x, i I� STORM PANEL INS7AUAIIQM 9A&LL COMPLY WIN SPECS, INDICATED IN NIS DRAWING rLUS ANY BOWING 41D 20NNO RECULAY1014% -.- I- IJ4' 0 � ?/O' MK-A ANCHORS, AS MAINUFACIURED 81 OEWALT rNC P"DED BY THE j0RiSWTjOA4 WHERE PERMH IS APPLIED TO, -/A' 50 ffj-SET ANCHORS , k5 VISTRIS(HILD BY ALI PONT SCREW, OCIA, A SPECIALTY DO - 1/4'.�, , L - DOES NOT RMEE NrORMATTON , I,I (a) THIS PRODUCT EVALUATION DOCUMENT (FIEV) PREPARED W THIS ENGINEER IS GENERIC AND P I , _j �M,a �_ ,� 'Cau P.1 f ) PANEIMATE PILLS ANCHORS, AS MANUVALTURVI ff' EUCO CONSIRUCTION PRODUCTS. F ,-:) - #14-10 PANELMATE FEMALE 'D & .OR A SITE SPECIFIC PRELTEC', - WHERE IE SITE CONDITIONS DEVIATE FROM THE. RE D - - 1/4'e ZA4AC NAI.LN ANCUOPS� AS WANUFAC-sURED R DEWALT. WC (b) CONTRACTOR To RE RICSFORSEI FOR THE SELECTION. PURCHASE Mo INSTALLATION INCLUDING LITE SAFETY OF THIS- rRQOUcT. 111 EASED ON THIS RED PROIADE HEI HE DOES Not OFxIAIE FROM THE CONDITIONS DETAILED �AN THIS DDCUMENT A 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 �1/4% 2- FOR ELCQ PANELMATE AND CONSTRUCTION SWETI Al �Ii�% THIS CONTRACTOR'S RESPONSIBILITY 1 ,�/4" PER ZAMAC NAUN ANCHEIRS, (C) THIS MDUCT EVALUATION DOCUMENT WILL BE CONSIDERED W" IF MOP' ]ED A,Z) CALK�N A, SDUD-SEI ANCHORS SHAIL BE LIABLEDDI'D 1/8� 4NIU, T�CE POUMD CQNI -to EmKomrNT INTO, srrucco eALL BE PERMITTED. I/e *-2o SCREWS USED SA41 BE 1 1/2- LONG MINIMUM SHOULD STUCCO 1`20SI, (�J) 5fTE SPECtf-C ' PROjECTS SHALL RE PREPARED BY A FtORCOA R5CtMRQU ENGINEER OR ARCHITECI WHIC� WILL DECOmE THE AND " MINIMUM FOR WALLS WITH NO SWCCO. AND MAY GE HEADED SCREWS OR ALL NFEAMO SCROWS W/O HEAD, ENGINEER OF RECORD (E,O,R) FOR THE PROdEC,T AND WHO WILL BE RESPONSIOLE FOR THE BUT wrNi wmic Nuys PROPER USE OF THE P EP ENGINEER OF RECORD. AOINO AS A DELEGATED CROW "L TO THE PE�D ENGINEER, %�L SUBMIT TO NIS tATTER IME StTE SPECIFIC DRAWINGS FOR Fmmcw ( A.J) 01 CASE THAT PRECAST MINE- PRECAST CONCRETE PANW� PAVERS, STUCCO OR WOOD SOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANC*�PS S)Wi BE IONIC rROU511 TO t"7.8 THE MAIN STRUCTURE BEHIND SUCH PANELS W THI$ PE.3 SHALL' EM THE DATE AND ORIGINAL SEAL AND SIGNATURE QT THE PROFESSIONAL ANCHORAGE SHALL BE A,9 MENTIONED IN &1) AND IN 12) ENGINEER OF RECORD THAT PREPARED IT IS) TQ_10_TLN��__CV_Nf�W_r_WA_L AFN 9=N i4 SRUI MMUFACTUREA'S LAM SHALL BE LOCATED ON A REACILY VIVSLE LOCATPON AT STORM PANEL SHU ER IN ACCORDANCE WITH SECWIN 1709.92 OF FLORIDA BUILDING CODE, ONE LABEL I - :/4' IF TAPOON AKHORS AS MANUFACTURED BY I I A RUP.DFX, INC, CAALL BE P77LACED FOR EVERY OPENING LABELING T1 COMPLY WM,4 SECTION t7 or o9 9�3 THE - /4' 0 . 7 8' CALK -IN ANCHORS, AS MA14UFAMRED BY OEMIALf. INC , / FLORIDA BUILDING com, - 1/4-# X �)/4- SOLKI-SET ANCHORS, AS DISTRIBUTED ELY ALL PO4NT Stem BEET Be SPEmL,Y 03 - #1 A -;D PANEIMATE FEMALE ;D AND PANELMATE PLUS ANcHorts, As MANUFACTURED BY 4ro coNs"Umm PRO' 110INNit .0 - 1/4' 0 ZWAC NNUN ANCHORS, AE- MANUFACTURED En' OEWAtj. FN', .,�wo fN� fit % ..11!i1';tiR.1_. ..4171& . , , �` � ,p . e, 1) MINIMUM 04FLDNIENT Of TAROON ANCliMs. ELCO PANO.,VATM mC ZAMAC MUNI ANGROR� Wf0 H,F � ci�,� � , 1-1, - -41 ,\Ci� � FLORIDA BUILDING CODE (Non High Velocity Hu cane Zone) , . , OLDCA UNIT SHALL BE 1 1/4 _j ..." - - - : " � .= 11 A`C rl� f0,44 67 ., : : 1 24 GAGE GALVANIZED STEEL STORM PANEL I It .) CALN -- IN & SOLD -5ET ANCHORS SHALL BE EMBEDDED ?/a* INTO THE C014CRM SLocK UNIT. No PERT . ,,, -, '_______________________11 "Umlo sHIALL BE PERMITTED, 1/4' 0-20 SCAM USED S,ALI BE I 1/2- LONG MINIMUM SHOULD -1 to ExiS'. * q�§ -f-__---_-��__ , / IILAIE C 0,7 \ GLOBAL PROT LLJC.l tn/u/tara AND I. MINIMUM MR WALLS WIN NO SEECO. 5k� �'. STATE - �� ECTION PRODUCTS, r. % I , L_.!t�__ -,r �. "C"T". . 'Nat.CuMac , �, %_. SVUCC, 6.3) LI? CASE THAT FRECAST STONE YYR PRECAST CDNCP.tTC PANELS. STUCCO on. WOOD BOARDS BE FOV E. "I 0 ff, _4" comft , I , - / - A. -oxintoA ,M;r , 1 - EAS`nxit WALL. AN HORS, SHALL BE L04G ENG GH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANN ...... - - - rKM -1.1 `txtNF nmA"a_.., _�111.1).._Vxl 20-175 , _Egtz " '�� UAND v , - - . - I _- AW_�UDRAGE SHALL'BE 45 IMENIToNED N 13.1) IN B-2) �X� -11. x,E - CA -.1 - I - [_1 - i len"141110 "O", mN./%aAATVxvPx,E " k mir, . � �I �� am 6c It � I . � --------- I I �_ INSTALLAIIL)II DETAILS FOR REGULAR PANEL INTO POURED F CONCRETE QR ONCRIETE BLOCK 5IRUCIURES I . POURED CO'C", ---gr , 6ONCRETF BE= ,;�A` REIVIAED - CONCRETE ANCHORS _1� (= SCHEOU 111111''_ � - � I I _14 a ON ': - V_ 11 , SHEETS 9 THROUGH tol ", I __ � - 'I - 0?1 , f ,�, ,� t/2- , 1/4. I ',I I I I , - MI _ __ _ -_ � - � I I � � I LC "I .. " ", , _]�*_"�, � i , . - 1, 1, ��,1.11 �__; ,�,�!' �,Z�� " *-,�;-` 1 cl) V�� GOING E _ _M�� BLOCK �/A 4,,,,� REOLIMED CONCRETE ANCHORS , , , 1-1 ,� � _,A"� (SEE SCIRoPULE ON , SHI 9 THROUGH 10) *-�', ' � _. 0; _, _____ � _ j T �',', I �F,'� , , 1/4" ", , � - _,� -- M-0 __ � - , �� i I I: :�, If I , It 11-1 I . r 1� � : I I T, EXISTING POURED CONCRETE OR CoNaRm BI . "A-- REQUIRED, : CS) - .4.�. . . . ,.* at , I __ � � CONCRETE ANCHORS .-,�, 11 1. 1-1 I (SEE: SCHEDULE ON, 11� 1, I � �.-' I I SHEETS 9 THROLIGH to) ""'.; "', i 11 � 4,11, f i I I . I- _;j_ � Eoj "I , �� - I i , I C1 I , t 1 L . ... ... ---- -- ��,,,�. - - 3 I - - i/Am f v �11 11- - ao I SCPZTK)N I , , �. -- to OEM& - I �!;ZE SC90ULE i llw-:�- I .1 � - EXIST; OR 1 , `L� Max. SHEET .1) " I t PANEL LENGTH wd I I tP I ISE-- SCHEDULE I I I I ON SHEET 3) CONCRETE ANCHORS I- I - I I , - - I � I (SEE SCHEID ON � I 1 i - .C1 ) SHEETS 2 THRLDUCH 4 50% I __ r7,"111I , - , � i Of IL _1T_1T__'1`41_ , f-77 -1, , I ��` I � MAX� �:�i'�x- 1'�%:�"" 43" i� __ - I ", I EO� ,-�Iv�",�,, � -- � , , I - IS 1 ' -' I W. �In- � .�3,,',,', I- I I � ,, �, I � I, .1 , "I :��-,, ... A I � �'�'i ,,, - I 4 _� --�t, �,-! '1.-._;Tw- 1, � �1� � i : - a. . - , E_ I � I I I� I I— I , �, I � . � , , 11 SEPARATION , _b%�jova (m Far nam, I I i A( To '. I Evium 00 7-41 1 i - S4 I 1, `S;� I Fl" 11 1 �' � r 1! - , "L, " ON ; Ic 9 � I TO CLASS I PANEL 17 h`RTH PANEL LENGTH -I (SEE =UUE1 I U I I NCE SCHEDULE: 3) 1 (SEE SCHEDULE ir?t - t I ft I 04 SHEET 3) I ON _� . - �._ I� ON SHEET 3) I 11 , _- �11 __ - , 'T - A ,'I i f I . 4 - G I 11; I T .X_ i �. i I I I S" =,�""","�""`,,� � 1 OF v . I ! _ C, ,,,, ,,,,,,, - M"� � �11'1_"_`,.�'. 11 : I � 047 1 I �,,, E � I ! , i I '1� � L � I � I I?2' � lL_____L__j_ - A I i� I - __ __ � � I � " ` I - . �, �-_',--,, T - - , , I j �,.�;��! I v - , 9:,.,* NEK e-Ch - I �!ke t UO __ EVADE,, Im SURFA OR __ _ Is, .� %/ mur --to-Eq- '/.�ztm, . 71 I? ,I;r at A,1R," - I' Mia - 0 , 1-1 �T,T714&11 ED OCATION W ALTERNATE CONCRETE _, , VIsPNG POVRM CONCRETE ANCHORS _' OR CONCRETE BLOCK RJECK)INED (SEE. SWEDULL ON SHEETS 9 THROUGHI 10) �, I 11 . ,,i " �,�*�,�'' - Lo I ,, �";�� I, 1 , " , .......... , .... , �� .��. I . I I � " � 11 � EXISTING POURED, . . 11 � ,'� CONCRETE OR CONCRETE BLOCK I . REWIRED. .- 1, �� I- - ,, , �"-�, I.L, - - - o� �4 � '. I ,�__, I CONCRETE CKORS STAGGETIDDAN W/ STUD_ (SEE SCHEDULE ON SHEETS 9 THROUGH to, I I . a f& I I I - O-C. I 10 IrI12 1 4 I IT I I I I I - I _(�11 ED, i -, ! R4 r I .I I - I , ; 1w APPLICABLE) -1 CON 'I, . CRETE ARCH 5 1�11. ') , I (SEE SCHEDULE - 11 � , i �. SHEETS 9 H 101 � � , � I 0 1.11". W/ 0 ONLY C 2w. I SET At -, EXISTING POURED CONCRETE ARE USED EN ON CONCREfE %EICK PAMEIMATIES REOUTREIL ARE USED. BUILD ifflaff9ING SCALE 3/9.1. mibm NG SCALE 3/8-,* WALL MIDUN M&M Ea MOUNT SCALE 5/0-1* .k* ... At ) * ' . "frols . _ % .,� � , ,../ I',- . � - ..� E .4 S, : ..'. FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone)) __ -SECIlim: NQjL QE _E08_s,vm0jN&T_QN U. - EDGE DISTANCE (SEE SCHEDULE ON' TOP & BOTTOM MOUNTINGS CAN BE S g & 10) IN ANY WAY TO SUIT ANY SHEET COMBINED INSTALLATION. L_ ____ I I = * -, = . S .�s... - - ' !�' C , ;,-- ...... . i o, 44167 **E - . - , __ . --- STATE 09.1' - - - . ' __ - - '01`10' ` I _r� - ,U , . ...... I N ,,,, - - �� " ADATE - VIT(m � 24 GAGE GALVANIZED STEEL STORM PANEL I -1 / \ GLOBAL PROTECTION PRODUCTS, LLC. - -1 1111LIECOttic - - 1 - _.. ._, NrxC 1w. IH r-WIV TILUR TESTING It EMNC� CQUAP"Y OatE n- 10,., '41.tZ - - � 1. - � t ONO --ail �- (2Wr)MIS7b0. TO ( wN.-Ann - =mIr" 11 - _701 A TILLIT Jr., - I " I --Oane Lx, A -IV I I - "', � � - owe". - I 'rt/7 WYE __ - 20-i75 DRAWM - SAW . Of 16 I I F------------ INSIALLATIQN DETAILS I - FOR REGULAR PANEL ----------- 11 INTO WOO -�, -- - I � . I I � , ' . ALTERNATE LEG 4".o' 4 WOOD � I � I I t 8EAM CrUFK-- -.-- � __ , , , � _ - - � . . ____ ___- -1 IOCATIGN . I I ADEQUACY OF EXISTING WOOD �, � I I � - , � SEW TO BE CERTIFIED BY I , I REGISTERED ENCIN _�-_- _�_116 - -, El 11 / "I , - � . �', - I. __ � � ,I, ,' 1'� . ARCHITECT PRIOR TO SHUMR , , . / "' z ��- I - I . � I I 0 - - 1, , .,- - -0) ,_ " IMStAILATIONL ,� -,,-, 1 WOOD ANCHORS I I I ____� , _-(§rt I . ALTERNATE WDOO A14CHORS , ,��L_____ SCHWUU� ON - k � I .1 �, I 1i I I - " "' - i � I � 4,tw .p �CR nExP , � . SCHEDULE ON ; , I SHED It) (Sit , SHEET I 1) .1 - 3r= , �11 I - " , - - ;, !, � __ L-1 � I _1, ou"Ex I" SCRIP, Om ,-2",. IUT .s ./ - �, ` 1_�" lt)!11 ,;fz . I I I I 111. t , � � - - . 12 ,jy 0 . , 1/4' I - MAX, --I WOOD HEADER I I - " - 0� I � J: � � 1/2' , - - � =;I�= t-, - -- -------- __ - I I 0 ___ - I 8� __ &-N REQUIRED . . I � - - I � I � w` -.1f f I Q6.1�1-., -0t I I 1- WOOD ANCHORS - I lf� . . � I (SEE SCHEDULE ON � "Z -1 i a. I 11SEPI - ,. ARATION 10 ( SHEET 1 1) I :�, � � I f * 1 (j) _1 GI.ASS,(SFE . : ,1.1 I i SCHEDULE t I "'*� I - LJ _1L i I � ION SHEET 3) I � iv-.E�. - I .4'. SEPARATION TO CLASS, - � 1. mAx t N, . .. - ,- - , ('a m xxxo. ; - __ . [ uO.R. .,v, T-0 �L MAX, I I - - - - _., - - - .I PAN& LENGTH r I I - I ,SVE SCHEDULE ON SHEET 3) I . - - - - 41 - - 11 �, zz.'A;a�.,o PANEL LENGTH AT C, (SEE SCHEDULE =,==r-n ON SHEET 3) I i I (SEE SCHEDULE E:XIST,K4 I ON SHEET 3) 1 - . CLASS ----I '- - -- - - � - I- FT-- T____ : I �,_ I I , -1 I 1 1- ! - .1 _� I i . __ I- ____ __ - - - - - 11 I- - , -1 - - - � _[ , -- I - �T I I 501C i I I I i , - (j-1 ,,, I.. I I OF v I I 'i�_ ! A�� MAX, , I ( J, - ' I i . , � _ � . � I - j ; I ,� " 0 t2 1/2 � r O.C, I i/� I 1 � - i F a , , - - --- - ,;, I - , Ilr . - NOF INIS", ff- ! I ALLO11110 I , , I I - - __ ' I � - ED � 1/�-IkIIH- I , I Is 'RAD BaLT, - .v , a 1/4- ot I : &L-1 - -1 I I '' .1 � I " ,ftc I - I I �. . .- __., "I , - I , I � I - - -- � Z-xs- WOW 1� - - - - �- __�� - - . I PECK REQUIRED � . �, . I � . 2*." WOW PLATE �11 � I REQUIRED I , L , . I , WOOD ANCHORS WOW ANCHORS - _ . I (SEE SCHEDULE ON 4. 11 � I � _ - . . _ , ; (SEE SCHEDULE ON � � SHEET I I) - � ,�:�___:Z�_: ------ I— - 1- � SHEET I 1) � I I I I I � : , _112* W., - - , . _1 , . ,� _ - - �Lj CEILIN9 AND FLOQR MOUNTING ALTERNATIME IN BUILD -OUT ALTERNAIM0 MOUNTING SCALE 3/5-1, "V1.11001" SCALE :5/8-i- TIZ . .,.Zx / ,p��:. . p -*.-,*, ,% \,yCEN,vi%�If ---"-�.--�1--�,---------------- I I - , I - ____ __ K -C'Eclim: 1. INSTALLATION ARE ONLY VALID FOR MAX. A-S-D TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.S.9) AND PANEL LENGTHS ? ... ik X ` NO. 44167 % , z * I '. A z : . . !*E S -,a *, - - I I STATE OF FLORIDA BUILDING azoar, RLI,at, mc 24 CODE (Non High Velocity Hurricane GAGE GALVANIZED STEEL STORM PANEL Zone) Fl. up.." W. COMBINED IN WT WAY TO SUIT ANY AS PEP SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTIM WOOD ..*. , . - .. , 1 � �, -' is� I * g OR * � / M/27 '� -WTL� MEMBERS To BE SOUTHERN PINE No 2. W1 SPECtm; DENSITY OF ELSS OR EOUAL. .. �__ , - ..!." ,I- __ 1-1 - - ��- � .t� 11. �'c Wt 11LIECOme. GLOBAL �7 .. . PROTECTION PRODUCTS, LIC. . St. It STIF-1 I - I I'll to, ......... z " at _.. Re, .- - - _4AUUaL K. An. - P-A-M 1101111- DARE F, =,. � (ea,tNN_1&`4. f., (qAxRM`_V,I`7 20-175 DRAMAt - _____ PC MAL,=M`aug/Cwm - __ CA-0000719 -.1 1-1 RALTER A TILU, �. P1 , I mome, L', I _4rV - i - I-i - I - - - - m I I 11 Yr-11 I , - W" I .1 It - I I L.t I -E 4 - I ,1� - I Cn .S . -�C 3: 0) . - ..,. �� U, . Q, I:= - CC = - > �� 2 rqqr 1A A - - A _ [ff C/) L. (1) (1) C: CU 0 0 L. L. :3 LL] 73; < z Z < __j CL -4--i a) a) _= ICU > 0 L_ 0_ C1. < i 0 :3 0 0 L_ 12L (1) Cf) m co SHEET NO. S H 1 .3. rqqr 1A A - - A _ [ff C/) L. (1) (1) C: CU 0 0 L. L. :3 LL] 73; < z Z < __j CL -4--i a) a) _= ICU > 0 L_ 0_ C1. < i 0 :3 0 0 L_ 12L (1) Cf) m co SHEET NO. S H 1 .3. r— — —_ END CLOSURES DETAILS FQBJN5T I A TE, ALLATION IN POURED CONCRE- 11 CONCRETE BLOCK OR WOQD MUCTURESLY" FOR REGULAR,-Iff I - Al�-' - I ... T, D A, ' " ", '��" a,, , _11� OR "_9v C%=Rt ` i,_'_',_'_,__i-�t' Ij ,4,0,0 i "% - ,A, \ I K e.e *000 FIRAMC 2' � I" IS' US "11" OR , '�� WS3,46 .- " � ALLOf OW, ALIM _', - ' �` I (�) & 0 1 Alroulp" moll w" L/00 . I ,%I,r -1 'I, * I . �-- , __ IAKM 0 rz- 0.1 I '2 1/2 �vl - 0 ' I )� � - � I UK, , , M."oMp 1 , I I # Ile. . I ve T�VAOM I '_1' � �"',Ij I -Ewm I Jv L &;QHOR P It' oi'c� �� - I t 1 ------ J; or I ,G,tr__ '_� -1 !_ I., , 'I ,' 2*.4* to __ I � ,I I ` ", - I I'll 11 1, 11 ' , � ', � /---\�04P r�mmr 'V - , , , -, f � _� I 11 I ", � " , , �� , 2�� , _/Ar w " �i' " � - �," , � � ,"', I 11 - - 1. �� 11'� "I / ' " - , ��"" � - � " � � , I'll - -1 I I I / � - I'D, �' � , \Ovy';�w "I-i II 01 AW. � T 3/e w� �� 11 � 'L�' k ,_ I , , ki)� "'�� I T :�'�' 19TERNm Ur Loccio" I , " , "� 0 12 7' . 2 .:055, To, 't� 'c _ - , - I VARIES � ". 9' � 5: l, . � "t) \,-./ , �"_'��' , s' k. '� 1 055 cm. "I I-,", W4 L <I N.UV- ilMGU ON I � V11, I , I " ��' ,OW' =O-H'SA 5NEV P&JRD) CONCRETL CO.CRDr _ . 2'x 4 I '14�_.T ---- f A, A -lo, will, ". Reff PLAIE I BLOCK ON 2'.0 ROW FRAME ';,, " I- "I" ,f -11 % , 1 - lllort_w� 4r )�"� 1 2 1/2' 1 x 1 -, k, I I r-, ' "-I - ffl -, REWIRED � ' I � 6pil-15 xkv " .11 7;� N� - 1_2 / ';� mit,' - - I cm. . ". Awu ,,, f"',�" ��__ZL___ ' �11 L".112a ___ - - j OR. CAP ____/ 1/4' 4 WLTr li, . 4' � .072' 1 a 12* 0 0. H05-14 CA IC63-ol ALLOY w/keex"U'r C-C xl� 003LE i CASE A (PLAIA) CASE B (ELAN) CASE C (PLAN) � SCALE 1/4--l- SCALE -'p-1. SCALE 1/0,1- �_'xj j/.'1 I�'�� I " 11-1 - - I SOILD-SU OR C"-M F" - I 1 71" I OR ELM PARSAIKIF . rOUALE to AND __\ I'll T-'\--- f ---- � & C4) 0) A4 OR =a-'1M"`- �W=C'A' I PANEl PLUS M � " �' , 3 I - , __ Ae i,,5K A I OR 2'.4' WOOD I Sam Of OPEN NO SCREWLE ON SHEE'N 91 � - I - N, PANEL � �.t. a �' �' T'1401_11 (A) & (9 FRAW RECUIRfIt � I AS APIN,hoWIR' I lo 6 'I) I � OVERLAP Bwv0ND LtRE - , I , ",,'I'll � -, , � OPENINC VADTH) ) 1-1 f cf"e -, """ I - - kkk czoo:ll�� , - , I 11 I , , '� �� I _," " I 4COW'do i I'll �� "�� I I - I Q'/ - I- I- - - - - Ti-I 11 _b'�` 71 11 �v, 1, I ' �' � � -, �-" _� I I ...... ' I'll I . I / - v- � "'VI - � 4 ", "I I �" I'll I I �-_ ... ��_7�% ___ 4 1-1 I 11 "I'll" I "",III - , '_ 1) CR(p '- 41 4,1 � I Ji/ / )PRIT W/ ANCHORED rAW- * I VARIES a \�_ 44) / " 1--f �� A"m to I RLKI fl.0 amom ; tr' M. f, i II-11 I �Al (wvSR cur m pm,w I I � ; X . DO rISIANCt _11�7_1_7�7__'?'_A I I \ #_=) 1I I- � - '� , � I- \ '�/ III : I .� ---- ---- � '�__ - ,/..-.- _'�'_j 1—"' -'T; IV '1�1' 9ASE_Q_� , /'___\ ,A'AWA1011,111", � W.Va ,~-# Al T, If -, - I % SCALE 1/4-�I' , -\, / P,t PA *A*4R � 14"')� " , W.'llw =ft� - , i \___1/ 's J� , - , sr,� �' � VNJO ;GP` DIRECT MOUNT INSTALIATION ONLY & �'�'i�' __z -.r- i 4 ViL , .�. % CFRTIF.TO PANa INSTALiATJON AT WAUS IS/ 4e ,� , s SLIREACE LEVEL VARIATIONS WITHIN Ile Z : No, 441 67 '. �= I I *! I a I � * �*g FLORIDA 0OIdNNG CODE (Won High Velocity 1�fu cone Zone) I - - � - ��A� �P CASE F (PLAN) �_- - -I, , I : avali TILIEW, �wl I YA. � P. WE GALVANIZED STEEL STORM PANEL "'- ,24 SCALE 1/4'-I' SME 1/4--i- 2��'* �' . Sewu w 40RID * I ------,-- �-� - I l-� _ _-' N, - - "I"l"m �11111�� - I i I - GLOBAL PROTECTION PRODUCTS, LLC. A� - ___ WL, . ��._ I , - � — :::_-�� '-',,I,I ',W'�* / _-zo *="l1_1%w �/� - 20-175 / � mr .-UP � - � luto v"m 'Z mrold" �W)oel Fw 10-INO-unn, 1 1 1 1 I ,I AW"Al ka RE 9VllLrV*AkalKA�E to - In a . 10 L____ - I I (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER ,ALTERNATIVES IW THRU 41iiir. ON SHE.-TS 6 & 7) 0 VAX. ALSO - - - - —_ MAXIMUM ANCHM SPACING MR ED. - AS SHOWN ON SHEETS 6 A 7 __ APPLICAaR 10 --'- C& - - MAXIMUM PANEL LENGTH v OESIGN -_ -",-, - � I-PANELMATE, -1 PRESWRE WING TAKON LAD SCRfW _IRAX E4MATE - WOOD RUSHING I (P.J.) I - . qlm 1" .- OF THEM (it') lzr Ir I-V Ir Iw frup) ____1�' 1'�;�____ --12F-- __1r_'__ ----T3;— --'i��wvtwmv" 1"�� __ � __'�p �� _� IlF__ _� '�� 11- 112. - 2w 66�3 - - - ---I-- - ______ 6 i/e _.- 12 I/v I---- 6 11�17- `_ �:_ v__O` - -------- 0. -----S;------- -�----iF------,----i�---------�------ ' - __ - __'___ _''_'-.._"- .0 OR LESS ____11 i�___ 1___ilz__' I w w �w_ ,---Iii�l--.-----15�7--l.�-,.,-.i _________lw__ I "-"- �__F +46, -45 '------ 134 ___ __' _Tj;'__ __'__ - __'_'Tj� __r;�____ � is' _ L Ir ", ( m im _� _ __ I.r - 17 - _ - 17 _ __ - - - a V24 "I ____ iw troo) I - _14:__ _L3�_ _____l_3 ��_ � vt� __ 3 ___!�___ " '11� - 13 . __ ---'-- 6 72C eF_ a "'� �W(Biiiiwj - (tv) ___!_L/v _______�_ - ___________ E Ile 12 I/,?' t Ile W (Bort..) �A'-Q -----I- 4 i��- - -4: - -- -s I -/?.-- -- - 61-/2 --- -- - __ OOPL, 10 14'-4- __i -ve -i-I)Y ------ - --r _F__ _' __ - - IN (BOITW ,'�O-� - /2�7 --- 9 JjF ----'I-- r]2----2;-'-jW- J;FIL . - � T OP) _____;_1�__ ;, �__i_ --=-,�--3;1----I�-,W---Fll-iTi2-z,- i;. , - _iium) � � __ -------- , __' 11 - A— - SEE TABLE #1 FOR MAX, A,S�D, DES" LOQS & MAX. PAWL LENGTHS WHEN SPACER I_ IS L ITERNAT _LST._ _C0RRESK1.1?1.1NL1 .. E 21Y 11 SHIET I I �� -1 _'_ - - MAX, A,S,D, - I "I - MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SHEEEIS 6 A, 7 APPLICABLE ",I", - DESIGN PRESSURE PATIN TAPOON LAG SCREW I—- I— __ _ PANELMATE - PANS-MAT115 - Wo, ..". 'W'�' PANEL LENGTH v 0141fl) FEMALE 0 PLUS of, THEM (w) I,. IE' Ir _. - t3' - ,I- - III 00" ____ tr __ Ir ___ '3' ----,--,--- ur '. 1W OCTID4 —i7P�F— - eyi�_— —o 'Wif— __ __i7T;57_ - —sl7z'f— Ti-cfc—n_ - - 6 Ile 12 1/2- 6 Ife 2W ( 1) s'-w I _11_1:F__ _._____ ____:;�� - , 1;i�. --I------ ___1_._1_________" 87 ----------,- 6* ___'____-1- - � T2, OR LESS a, S. :-__�__ w M13N --�,�2-�1-2�--------�--i�-----�-�- '3. 1�' ____'_______ 13, 13, -""----- Ll* VOP) >+45, -45 ____ �F___ --- _LF___ __I3_'____ ____I_3_'_" -_ 'I_z�1__j_4.__w__(K_r_'T00) TO -75, -7� - -I- _ 7TS. _____7_T_____1I-___._ - _ 1O__"_ T__ W000 y�__ 1 W raorro�) ---i3,---,--,-,��:__�--�----i-T---,-,�-�--��-,-----!- is I/v I , 1'1� 6 I/E' 2W (TOP) __L!_/2' __ _LL/2" _ 11 -, 12 f/2- , '/�. 2w (wxj�-) >50- ___ - 4 i7f __'__��__ ____ __�____' ___��_'�'�_ 7 1/2., T-1iF_ ----- ------,- ------ _- ,I# Irm --- '�_01. - . ill' a, e - Ili (BOT-04) --;-Z:--- 'il;�'__ _T3v ------- I k__ __i17iw_'_' zw- '556-- _=23 __ Ir - ------- - 11. ,--""-- - 13, _'___ I'll 11 _ I 11 ',__._._ SEME TABLE #1 FOR MAX, AS,O. OIESION LOAM & MAX, PANM LENGTHS WEN SPACM I * MOTHS "HE" $'�R I USED, CORNES"D)NG ONLY TO ALTERNATE 2W' ON ��-�� ,,IS IME b a I xs-M DESION Lm MAXIMUM PAN", LENGTH 40 PSF OR L.ESS - 61-8. > 40 PSF TO 50 PSF - 6.-2. 1 > % PSF TO SO PSF 5,-I � 0, � I . A MAX. PANEL LENGTHS ARE ONLY V&ID FOR NSTALLA71ONS 'h/ PANEL MXTE 0 OR PANEL MATE PLUS ANC'Hon & W/A4;pitt�qz 1/2, O'C' (VAUD ONLY FOR PANEL(DINSIALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & -',) MAX� AS, . ____ _-__-__- wauder ANCHORS SPIONG FOR - - - ____ ____ Air Mw co� PER SCHOULE BELOW I I - — r= Mwwom MAX, 's.0, _____ MwMUM - __ I ANCINDIRS, SPACING FOR MIN LD� PER SCHOoLu amow - ''I I I I � APPLICABLE Mkwum � To swrxeg OBSON PRESSURE PANEL j, LENGTH DESION PRESSUft LENGTH I 1. .' "'NO- I TAMN swor-wr __ I- PAN AN FDA" M - #ARELMATIE I ZARAC-RAILIN PLUS - C0:;_-ff' - - - TAPOON - ---I--- _M SOLO -SET PANELMATIE PANWA ZMVZ-WUN CALK -IN FOALF 0 PLUS RAPNO tp'v�#') 'i COMEINAITON or INEM (ft) Lp's'r') OF RICH TO oaokommm "AGE!"a,vt . r .4g,"I v .� 00140m TO I v a I T -11-1 4'. - to - 'ft&. - oom"am CON o'Arm hinr O3MAME1s Orwom . _1 - ly I Ir --t - __._1______. __i3LJ__i��_ ___ - - ir � --- ' _L -r- - :r; - " __ r --- '-7,-r--1,`- -5z le, la- _.__ _____ 13' 1 - I Ou") ___ — __ , - -12: 1 'L3� _=_ __ - -737- 2� it I - ly I 14, 13* 13' I _ _ L __ __13:_ _,2:_ --1.3;_. __ - — i 1 0505 '- — - 2K_j1_1t___.__T_ 12r I I Y Ir I III ___!�3�__ir_j__13: 'r w 1.r I r 13- . -, - ir i ial L3, 13- � 1 LS' Ir I - --- II_ - ly 13� r�_'1i;s;!;.__: ;I DEPT'70m) 2 cmp) Ir 1 "- ' 13' I Ir t "' .- '3 +�E Ir Ir Ir �� _'__ _ 13, Ir 13, - _ --- - ** " 1/1� I. 13, Ir i �3" 13, 13, Ill* I r t'r ** 1 1 I.*' , , __7 - __.__,1 7 - _73_�'_ - _13-- _6�_ - I (a-) 2 POP) - �jr �''Z��--w--;S;--T.L- ___ , 13* 1 TV -"I-"-- , . '�_ ___ -, tr '3* ir_z'�,_ii; 1/2- _____ __ -w Ir i 4' __ 6 Ile E Ile ---. -.--.- -1 -'�vlzv; III I III - - Ir Ir ir I 7's- ___ __ :::1;3__1_E; , , '��_ 1,2 1/2-12 1 - /11 __ -ir - Ir 13' __ __ "r� tr G '_�I_e j -1/A' -, - l (DO"OM) ___ I 0w) SI-s' 3'fW_qW) OR I - y - L, L� - I Ii ,r - "I __ 3 1 .I- - - - - __ - -I";- I I 1�� 3 , _ if 1/2. Ir _" _ __2�_ _'L _7._1_1' ""' , �� - - __2_L_ ---I--- - r - - � , 13, tl* '3' III Ir W 13" 1 _"� .- - - , __ _ _Lj�_ I _'�_/V_ L_!_1_ ,-7--r ' 6 %/4' T2 r/2' 2 - I 6 Ile - �2 '/vpFI 6 1/4' 6 %/4' T2 r/2' W/2 - 6 1/4 IP2 ___r___ __ -_ _ p" '� " ' Hiortow" 2 "On"", !� i'i-, iLIP-1 51-Ir a (Sorrm OR 3 I - '� ___ __n_._r_ _JL_ '. - _-2:_ _f�_ IV - 1_'___�-_"_ F_ __!!�_ __�L_ a, - _a�_ - - T�/_2- __ __ I 0. - TFOP`�_ L-css ___ 4 tEOITOW 71r- � "Ir -, I�. I ___ G. � 7- - - i - � I _F'Tz_�� - r a' 6 I/2' a* 7 1/2' �_ __K_T___.�__ ____ 1 ---' -- -F'- ---�:-- - -a -' - k I - - I v - _'_ __ __!�__L _ __�t______1_ I- ___ -12 4- Lm " to"') 4 (wilwom, zw, � " T--?.) t'l2 '__e�_'_ -- '3- � ,-IF, _'�F __17' __ ___ _;�;__ - __*'�_ , __ __!�L_12�_ _1 - � _11�_ 'n I-r 4 - — - - - _1________.__ - __ 31 13, 13' __'2:_1_ _!z1- _ I ------ I 31 ir 15" �r _ __ I 1 I __ - I----- 13' w ___ ___ _,ii-L i !-Z:-- ' ___ 6 frop) I—- ! _tpTilq I- i� ,-A __y - .- I - T - I - T I I� - 3- _i_i�_A__'! ' - - _�_ �_' __ �� I. it I � � 13, TS, 1j, i Ir Ir-I 111.1 illil-i - _____ _ _ _____'_iA:_ L_ _1�i_ LIJ - -1 . ir _____ � J� Ix 13, is, Ir I 1 __ _ij��II:_ —_ ____ -_ -_ "��n- JI�- �IL "_ ,--i-1 -1 5 (Top) � iiiw 5 ( ) _4 -_ -1 i, r IV - � I __ - � ___ 3: __L -I _!3�_ - i�: - -±3L T __L3*__J Ir 2,�: 1' I - - - _ ""L--- __!A'_ J-21'-- !-ao- �)--j �46' 445 13* I; '_ - , , ,- � J. � j�L_ tr . 3;-- rA w 13, 'i� , , L. L' , 1! 1/2 . 1__ - _.___'__' _K L'. LE, !! - 't I - - i I 4 6 '1' - 16 Ile 6 ile / , _/4' 6 lle 6 ye - '/.� I � 1 04") - 8 010IT-) I 1,115� -48 Olt - - 6 114-16 Ile Ilef. r, 1/4, - - - - I I 6 3/4'�6 1/4' 4 (JSDTT;--) -1 -- __1 --- no I 13' , is' Ill. - ir ,a tj�� 13, a Ill' R I a it IY is Ill' Ls!2n_ 1 (BOTTOM) � � L.'s I ", Ir _!i_ T11 '�::: , � _::2_±�1311___'P!�� , "i ---.-- 71 _1�_fr__ - Is- 9 1/1 13* 1 7* , 112 S 1/2 I -;s__Ti_ 12 10 '12 1 ,?/2 T'�v __L3!__ 1_1 �3' ir libor __ I (BUTTOND 'm -ft .�� 1'� .- - ____ - - ------ -0, "'. 4; I 11 13 11- 10- w IF 11 , I I '12 , - _ __n_ - -, __�!__ _1L r R;,� - 13:,- _'_' - _4 _!�1_ Ar in Ill. '1� in - - 5- g ir __ i - __iid�_ __ Ir Ir -'iF- -i'-ii-2 - - TTI-2 - I � . I I - I I 6 1/2 __- I �i-Q-OvFi_�I_? - fY'�T - _ 13* 4 1/21 '_�_:F_ ii, Wi -I- i_�_/2_- -, 2 (TOM i -(wTT6i;J' _ l _12 --I: ,_j __ -13 11 't -_ --- __ --.-,-. _ - - - I - � -;i�-ly'�� 3: _IE Ig� ': - _� '�!-_ 1, 1 2 _L _ ____!_;g --!- - __ __I�:__ -Ir- -!2:-- - ,a- , __L'T_J3li-_ :H_'A__-!�i_ _±N!_!_1r_ 6 -'C�- 6 - , 2 cfop� - �_Oqmm_) 3 w r , = =- __ - r T_ __ __ 12V �i-�Tp jy-�P2 _iz -!l1/,-2 * - - __ tjF .! �1�*! 1 1/4� 1 11 a 1/1' . __i:_' - = 15" . 4 1/2 2 - T= 12 ill I— - , _. I . I/z" r --a,-- 11 - - 5 I/ - r - -'--�/-'-v -i �/-r -_ _ 6 1/2' 2r __ __ 7 1/2' I (Topt >A'-6' T(-aofi�) TO � �op) le-4' __ 4 (ROTTEN) I-1, I 11T�� _v- �� 7 1 2 __j�' - -----, �� 'r i lo- I1- 1/2' ;-i-�7z� 1-i-1-12. 'i-We T -_ __ _jl:�_'r_ Ile 12 ll:rT12 1/2" - I - jl/4Mi've _ -_ -_ 11 - . rl� W 8 I I 'r i 1/2- I r _- � - � .. , - ___ " ___��__ ±IM!4nc.. _.. -r-. - '� - -,Ilr. - 7 1/7- - Ir i (TOP) Ps,-r I (BOTTOM) To --- ,11-,. 11 000) __ � USOROW) r - _'__ i�'_' - __ "* -I3. - - �' r a " - , - /2 1 ___ YK "I _' ___ - I w __ ' trop) ' Ijv a IIS' �7 I- T - W 'v f:".t I , . 131 ,- _ __ . I - - � � "' "" i5__ 1�1� -�' 5 1/2* 16i�;J_j 9' ) - *4'. " 13, � 1�? �6_1&% V"'I4--'r 13' 19 I /'- T±::[�E� W", - . f21,10 1/2"- 7 , -----'- I I'll" 5 . I / -71r _:�j I, i �'; "' ' ' 1 " _�iF__ -, it ' , �� - S' 06F)_ __1 IS, 8 t/r III I -I.F _1W " "� - _!E4 'w TY 10- if' I a' I1v 6 1/2" - �i I IG - � -_ I� 2 1I a 11r '2-iiF2-7"jTTE__&& V 27 -=='��--'f _�/O. -, I r .' / � - ----- -:Y--:--v;F' -"' - , 11 � __Irp, IA` - �m _ !-!- - -_ - L 1�' A-v, 11 _� S OUTTEM) i__v&j__ &I m --�- I--- I I - - - � � I Ile i'7 NTI - - - 6 ljo:js 1/4- - - -- - � �� rj7' . I, I , , -) I - - I, / a 11; r, il'� 7,ijam-i - i I,,,*' i I 7i , . - - I - i - -167/ .. --] Sa SIM 11 fOR ANSHORS'PrK & SPA040 FOR WALIATIONS WIC ftllb 11b" "-a$-,- A "WOO AAfNQR WOWING& AND ~11 WM INVANCE AIR ft"M ON IHS SCHUSULE POR ZU Lm ilwq q=uED ON splEaVLE W-DOU MCHOR SPW*X Or "W",104 SOON% SIOWN M' !;wouvr sy THir TOILOW" rWMASL FOR `r1#E OPERWOR �Io K FMISIO, RMACILD SNOW 01POKED V�41 $ACM SHNA� NOT ME LESS I%* )AN0414 SAWWO40CAM MR CACI� ANCHOR NPL ON THIS s4tew"E, - - ANCHM rft _-Yelt- - , Y117l,_ ____ __ 11-1 _1_/e* I- I =� -1 _l/_1 -, 11 __Y�*_'_ uPm swo J� -1 � a C*---* Ii, I - __� __ j a "v f! I'll �ttwum -90,04SPACM � --!--- _L_ . walmumom ___L__ _1Y_-' -2 __��__ ---.!,- _1_11'��__ ___L_ =N";'_'� DKMAUXA) . I 41/1. , ". . ',N A VII � AMIMIL ma "MANOE (La.) TOW" I - I - - - - I_1/r__1_ _��__ - - - __ _'__' _�_'___' ' - _ ____ — -_ '__' _ '__ -------- I I � � - - - , - ... a 1--'r."a - �-!!K -1-1111, ___1 --- . - _2� --- r ." ---- Pill I - J� -, - - I - -_ - ------ - _1-1- I 111-- 1 � ve, - 11. I: --I-.----1 ". _'Iia .... .. Iii , VAUD WHEN SP &S US�& 1--i-FOR MW A,&D. I - SPACINGS ONLY E #I FOR MAK -DESIGN r , EN gL LOADS & W� __________ USEEI PAN 'a L= n2L I- - ____ __________j -_ - -, ' ' -_ --- -, - _'_' - -, --- -_ - " AnOWORS (at SECTIONS 4 401:8NAIN'. on $Hcss l3' 14, 1 5 I I I I� 40, R-11A/13, R-2A/13, R-3A/14, R-1 D.M.1). I �X� Y t., c - A-IAW/15. R-20/15. 9-30U!V/16� r* R-1 I � __ _=_ � ___ _ - - ___ ___ __ ___ _._'______"'_'__ "" " � � - - _ " - � 4) .1 (�) I -_ - --- - - - - � � 1 ,------ I 0 i ' 0 0 0 0 � I I i � I I - � , i (D I - tUSE POR PANEL I / Ovm 7,-e 1 1 ' I � . I � : REGULAR STORM P AV, � , , . , � � ; , 1, � I � I i ! I j I I 1� �__ _11 - - , - -, - __0 , � , � � � I I � � � 7�' � - I I i I , 4 ! I - - � � . � �' � 11 �1. , - � 4 UM SAFETY SIDI , I � �i"L - .I I - __1 � 'w_�' , , I I 1, � �'�_ '-, - " I e I � " �' V�' � � I ��l� �, , 1/4'0-20.1- 1 � I � �:�� ' I � 3 I � � � 1, � " Ss' SOLT�5` W, . I � AT EA, OVERLA , � I I I ,,, � '_____ ___ __ ____'_.1_ _ I I---- � -1-- _7__ - --,-",----" " ,____ -�.--""-�.f�,-�ll.�,-�-11'r-..-"--.-,",�----,-,�-1,�I , 1� - -----,. 11�1_ 11 � 11- I 1. - I � - " , , 71 I I', ' . � I , I I I I � I � � . I �" I I _'. I : : , I , I _�' i . - I � : i � � � i� , __ I. I , , ___ -, "-. I � &'ON . ", S� I � I �� 5 I f7l"- — I I � I c Uf � PANEL BUTIOM, CONNORS I n ff'". ...' __111 - -W= i'� 6' a- 'm Fsp Oft LESS _T_'______ > �40 PSP TO SO W "_V ____ - I� So PST' TO BIG, Psr F s-lo- -.--- _ . , PANEL LENGTHS ARE ON VALID FOR INS 10 SEr ANCHORS " WX A SPACER AT 12 I , , v , I , � � , , 4 cl I , , , , � , , .' I 1, : , , i � , � � � , , , � � " , I REGULAR STORM PANEL , I , , I � e � - �'� � -'' , ; I , - - s ___ L - � - '___� ' ' '_ - 3 1 - - - , ri- - - - - � - , � I . , � , � I � I I � I z 1� � � ' I " �' , I I � i , - - - - -"I'll", 11�_' I - . - I _� 11 - �11 - I - � - 1- � - - " : I " I ' I � I � I � � , � � I I ��' I - � � _41" --- - �_ - _.'� - - I - - � _�_ , " � - , I I - - � I I I � � 11 I � ' I I ; I � - 1� � � I � � - i� � I � � A %� 1 ,,,, , I I I I . 1E O'1-1) � _ , !9_ UTEW � - . ..... IWNG NUT AT r-3. VA-X - R104T PANE3, I 9 I . MIN, 3, R-2A/13, R-3A/14. R-10/13, R-28/13, R-30/14. i R-i 15, R-2AVil R-3AW/16� � R-riffle/15, A-21AIll R-38W/16� i __ -, ___"' _.________._ - 1-1 _ , -_ - -- ANCHMS (SEE SECTtONS a ALIMNATNCS ON SNEET$ 11 I,L * ,tit;) - "-'-' --- --_------ J "A LIFE SAFETY STORM PANEL (1) ELEVATION (f) I -0 SCALE l/41-1- '� ( , 1 REGULAR zew, . 11 � "I - : STORM PANEL (OR *Apw -1_�nE VAL" 1, � __ , - - b? , 'AR0044"o'., �" � �_ Z � � ---------------- --- W.'� --------- _ ---- ----- �__ � "N - ---- -------- - - r" ;_'__ - - - - ------- --- ;-----�-- - --- f�' � lle � L' � 'Z7RI;'�� '� ;1 \ , ',\ --- -;-/-w4,x-r ' , ;�' \ , .. � ��e-'x - , � �r 'r ". �;Vll "'\14 - Kv ;' : , ?�( '* 1� � ,, N, , '-'C , � � , , , =1. *= , �zl �_111 '_�__�_��X__/ ==____� �__Z ;.&�_:' �� _ -1-1-1-1-1- - LIFE SA*� PANEL 1 �"" * a, �- S-A� vaum SCALE 1/4*.I' IN I - � 1: I MAX, PANEL LENGTH I o ; I 8'-#' 0 .441.0. -40.0 ll.*�C ------- � - . - -I (W/ O'ADIRAP M PANEL LENGTH SOLT) i 7'-S* 0 +SCD, -54.0 1p.X, I I (il 0'~ AID "sn LBNSTN 90LI) _7L 5 ' - � USE 21-e k"N. PANEL trIWO), �, ci,z�y I AT ALI MwIllor" ' � I ! I � k ! � V2 � I I I I � � � � . � ! I l i _ .... I—- j IIt INSIALLA . T I ION$ ONLY VALID FOR WIND SPEED Up TO 170 mp,ft, I CAP F", 24 CAGE GALVANIZED STEEL STORM PANEL ~ iN,' I GLOBAL PROTECTION PRODUCTS. LLC. `P".",'."R � 4w S.N� 51 SWREET ww_ H_ U31. Px�wc f0slIelo-IM4 ML (wNwa-in, 20-175 (VALID ONLY FOR PANEL (a) INSTALLATIONS AS PER SECTIONS I THRO 6, ON SHEETS 4 & 5) 44167 " � � * .* ___ )LS,0L DMIGN LOAD - MkXIMUM PANM LENGTH . 40 PSF OR LESS > 40 PSF TO 50 PSF 61-a. . 61-z' > 50 PSF TO 60 PSF V-101 A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS Wl SOLID SET ANCHORS & W1 (B SPACER At 12 1/2" Q�C, 12m Ik=. �w_ 2A GAGE MVANIZED STEEL STORM PANEL 1 olel, \ LIE �Co GLOBAL PROTECTION PRODUCTS, I.I.C. _2�'Ao, — I wlalm OA, Ile.' Wa te — -w %1w, 61 5`1w we, A9`4(.M6qso,r 20-i75 0 .'-'�� oelHWNt?51& - - � - � - , - �__�_ , '_ , " - --I I W9ALL9MK_WMAU_M&UFJ_S_9jTY EA_NE"(_) , I ES 1 1/4-0 1000N EXISTING p"m 1/4*0 TAPCON_ ___ , �- G I 1 I --- - 0"i'SIMED 1/4-f TAPCi��4_ _ , _ ISED FCX2�MQR 1/4-0 TAPCON - - 'T 'm _%r'� � CONCRETE 04CMR 0 V O'C� I CON'Ift OR ANCHOIR a 01 04 I f _m BLOCK �" Coorlim BLOCK � ARCHON . . ui,, � , ',' , - CONCRETE Ell C ANCHOR 0 V* 6'C T , F. OR Y/, k CONCRETE BLOCK ft�" , � 'i o _; 1, AEOUIREEiL -� , RMUIRED, I ,J,, �'�" "S" LOCK REWIRED , �, F,,, REWAIM, I I ' ' W I __ , T �111 " _ I I'� '�-"jl - " i _," � I I .� L �_ _1 I , C2,_' C7) , "� i KI li � C2) � � I 1-C2_) � � : � l- li2- 1 � I I ' , I T`_1_ "A j 1/4' � - 1/2- t 1/4, � LL x� f - -, 1 1 1 ? 11 2, � Ile . 0,10m , � � I - ... i - " 1/4 ` �_ � , � � � 1-1-1--l-1111 -,-"-,--I I I ; _" F --- - --I I ',%""!� 1 - --,-"-; � " 11 �' I i � , I C, # � 4 I-,-,' E, I I I 7 0# - I ; �' � ,111 � I .1 � I ' 1 e . �" "I I � I It I I R�L- ", �' """�,1_11 " 'A ; ��'� "I � .11 - � """ I ( ; " - I'� . I �' i 11, 4 � .. I 'I- I I'll . I - I I � "I'll" �_'�' . . . . . 1111 11 ; - 11--W, --I �� I �Dl � - i 10 : t I � . .... . ...... ---IT- : t Q) 1. 11 I 11 I -IT), it ) I I � 0 I I It 0 r mTl. i 6 I I EXFEFLq j; I _j � - trimIlow_1 e02N1I' i j EX4$n% 1 1, _�.*S'� . I a��jj I III CLASS, ".' r__'4"_',':F ___1 I I I ,,, '� I 11 -le ,", , -1 'G� � 'i�q ! , - ,111L � _" " "' if I EXIST) , 'TK-11" = f f I -i/-. , , "I R-SCIPAII014- . 'I - CL I ^'0_2W, - %w"'i"'. I - 4- -, *-5 -j'w � - -4- � AT ,,, : MASS 4- " ___ , _it'�' _'. i I— - � I 111 il p , . , I I "No I 4 � i i,-,n � 0 � I .1 I Mlk= I - _.- - - I 11- I .� - - - I � i M= I a ; , I L � I 10, t� � I i Ii , "I ,I v I : I . - " -_ I I Ill r I , 1 � it , 11 , � I _H,, t - , L 1 -" 1 I 0 11K. - ' I I � 04 P 1 i 4 - -1 - I v It 11 , v , wl�� - - "-'' I I mo� � - __ I - __1 �' ,�� - fl , 11 (�' I 11 ' I 4 I 11 I i PANEL MAX� IH Ii , , . , I - i _L' MAX. LE4Cl , - I I PANEL 4 I _____ -, I __ "' i . . PANEL LENGTH , , _ $' PANEL LENCT'i .4 I --I � (SEE ELEVATION 4 , T ELEVATION 9 -I--,-,'- �� I _111-1- � LE&GtH I 1 6- _i I (s , I �' �' EIE FaVAMN p I I (SEE ELEVAMON v � `" � I- M, I I I ON SHEET 12) 6 I j TZCE Brim rz) - 1-1-1 1 i � 1-1 -- - 'lt-' :1 I- kilT, I ON SHEET Ill it . � ON SHEET 121 � 11 __ - 4- I ... I I I I & , I � 'r__%pT=1 i : I I 6 I � I ,It TO GLASI� I I ; ,�� - - - I I _ ��"_ I ' sl I w 1111 11_4_A il I I I _ 1 : I III- -1 - - - - - I � . I - t I � I "K�2�_? I __ I It . - z -'T'-"�"T'��"' I I I f- I �___ I ) I , ' � � - � . _'_ I I,--------- -_ , , I I T , � _4 I - � t , , _11 I . _'� " " ",_ 1 m i ; I V2 Ln '11'4 I I 1 $ �f' , I'll 1, , ��- "I 'm "v,,'�U' I ' ' 11, 1111,� � I I �� , "I ". - I , � i ; ��"` , I - -'� �---T";Vp" I 1 I "'L��" te'�� I _" I � _ 10 ��`1�5111� I '-('D "'. � 'T�1�',�M�'��do ', I -6%�'�� I , 4 3, I c _' 1 '5 _-_� , '. - -'�'�'k�"�"'��-)�' I I "'' '� � I I - �" I . � � I . � '�� I E.O� i'� �';�K' i I , I � CO. _'V"�. A '-"? I ; � i � � - A . -g--?"", I 1"-, -4 : j -3t � � E.D,# C- """�j '?-"g,'��;� I I I I I � - o � � 1 i I E, A' I a, � ,' I � : ,k I � I � I I � I I � � il� i ' ' , "I, I , " " I - .w : : , 0 12 let Go i ' � , - I � ;;�'�'�' �p i t_ � I $ ; � I I L'__ I '�� i llr� 1 .11, " � - � I I " I I . � I _1" � L_ "" " " C. � - - --- _ I . "-. � 7 11 -1 I - I 1 3/4 ' _j _.1J__'__ I . I 1, I �, f ... ___ "" , � , I I �� F -- -w1;;L 0, MTL , I R." roi- I - -vv ".1'.. ,,, '� '�� I7, I �� --I I , � 11 ma i � _. - 1; 0 13 qt at I � 1 J4-0 TAP _74) "I I ... -i 4) - I , �' � CON I �, Ij An 1 _j/e# TAP0% -.1 I" - -1, � TAPIAN , : %NCHOR I � 0 a' OLCI � )NwR 0 7 OOI ANDROS 0 le 01C, _1/4'* I ANCHOR a O* 04� I j � I =V11 POURED CONCRETE OR In 'T � - OONrRM OR MIMMILL - Emsfil"110 POURED CONCRETE ON 'CONCR-M � _=1 r. POUR? tONCRIERE OR E BLOCK REOWKO. REQUIREI) 11 R=m V__�� I &OCK PEOV0110) __ I _IC BLOCK REOUIRED -_ Q&8___m . I , ft"�� WAIII-SQU-NIM "000"nool" SCALE 3/8-1, __ - � I I 0 '�V A. 'r/�, ",* � �' ,_ � _____""__ '_ -------------- ------- -1-11-1- I 0 ISE sRms is A 16 mr, Amcso" A4Qlm Tm m?� -' & SPAC'm roe, WAUA'T" ROD 00004 'vow FRAME. Butulefft ______ I", WANK NW.A U14V4 01,3 A un"wo ANCHOR ItRACO-141"No Allik"m __ __ __ - ';'W,RANI�Z i #*' _ 4.1"', _ '� f4 "'ItkNi" --'plk� .'. 10 �� .. �s !*; .. ..i � V J*' f No. 44167 ". S_ - �� I FLORIDA BUILDING CODE (Non High Velocity Hurivarof Zone) ___ --'—' EM DISTMOE ME MlOrAnD 04 Ilia ,&Z;�� GQ A SCREW-1, f'OR m ==Tro ounmair.) lj;;;��-S-'�W-(jzj 014 SCIME REDUCE ' * . .-* z i STATE OF ' f P= x1rm. 1lP, 24 GAGE GALVANIZED STEEL STORM FANELT , DRAIR 'Irill of "r-PIP"m SPACING $HOWN ON TOE FOLLOWNG SACMn __z�c_8wwmwvw 49 �'..'PZOR . :�.i I � - %S�'V' I 1 , 1. - - - - __- 111. " I 471"talm, I SCKDNE BY fm Gm 0000"T" To WE POSSO -, 11 _______"__ -----, RERKES SPACINO WARIEC V51110 - ___ - 17_�� f� � � - _-- - s''..I.- - ,,,, IONA I I/ I IL E C 0 i sot. I 11mr-Tt"'m % CLOW PROTECTION PRODUCT% I.I.C. - 2ml- ,- .m %I*, s `rr.w -- FACTOR SHALL uolr lee Less THAN � 1/2- 1___1_____ ___ Mwm SPAC-4 WDCAYM PER EACK I y 'l. , 414NI 00 I its , I - - - - .6 Am".10UM - ml._ - O-r _co�"=_ 'loe,' ols,,) D"w- FL, Mal. -7. -175 OW 10, � R�Nw-MT 20 1 _ , , I I MACNOR t'I'r 09 I'll$ ScHrOXAT 1_11_11-111", __' -.I,,--,' - _;�`F _w4A_-w)w'A - CA-000ITNO - - �� . - - K' 3 ttr_ _ , � � � 24 211-U11141417" m ___ � � _- :-: I �-_:' 'i �A I , ___�_ . 40 W W = U) (D -Fz 0 a) -11' -6-0 0 _0 C_ (1) (1) L_ CL CL = 0 0 L_ = . — 0) m -6--i b -0 (1) m 0- U) - a) := (1) --a 0 -0 -= -0 g 0 L_ 0 EL — = 0 (1) 3: co = C) 0 = cu LL "_ 0 — M > . . cn 0) cn " -6-0 cu S 0_ = �-- cu -0 42- . = .#F U) C�L < 5 0: 5 _w � w �s ;. w 2:�_:'=' 4 ,.i �. - "='5 = -m 1-1 ;� 0" .-; = LL_ M_ .!2 CC = — 01 '.—.9 "o :X — C'4 ;�: _; I '�� w : .= W z w =_ - = .5 E _= = a) 0 - --< = u . � 'm - -r. ::� . =- . :w = = ::, W _ I`- V) -a -m = E z .5 q ca- W �5 w mi __ — — __ lz_� �'._' P, 1_1 I '11__.''_ _ , ." -_ - -1.111".1- -1 -_ - - -11 7; � `u -1 � L� ! �i I I I , , �1 - -':'� -- � -, ..' , ,-,-i I "� , �" 3 � — i'l-11. 7 ' "' :1Z , , � I I I � , � � I /F� " �"" i , i '' � 71, � " "" , I �' " - I I I ___';_� 'f_Z'_'_ -- 1�� i, _"'11r_1_______1q� � -----I INSTALLATION DKIML5-f-gR-UF-L-S-A-FUY-PAtgEL(D I F_ NVALWJObL�� F�E r�l_') INSTALLATION DETAILS F R L PA I INTO POURED CONCRETE OR CONQRE19 BLOCK STRUCTURE5 I Nlg_� _S`1IllME � MM-N00—SIRM-um I I I I . - �' - I �'!� , , ' _' ", - " , -c- ' _5ONCRETE OR , , L,' " '- - l0 � ", ' �"' I -� I ' �. I I � I/ea' TAPcOq Disrin PouRco "' "" O- _ __Y=ouR4p �t� , .';�;' le If ,�� , . I- ." .1 - ,' ��'�f:' ,00 W -.'� , , , AN,CHoR 6 o"EI ; ; � OR , "-- ."- 4 WOOD HEWER ,,, _ _ ,W ,ADER I � '� 11 � _� - AUSA, �' - _vm ' "; � - I ,,, , , - I - -"Ir _ -1 RED I - I , '_ - -1,1"J _ - ggg i 'E' HEADER " " CONCRETE EILOCN "', , '-'-�u IROCK -1 �i - I � J�l , REQUIRED A 4 V � D 11 v, , - . .. . .. - � WOOD HEADER I �' "- WOOD HEADER ;,,I 11 ' _� 11 'l ' I' -I'll, _ - 1� I I I W cn 11 I �' � i� 11 I I - � " ' �' " REovRol . - - "I "_ _`111 - I - � � I RECOPIED IDERUNED , , ' L , -_ �' -1 , , , - - , " '�Y'� , I . I, -1 I �� 1 "J'��'__L� m , - , i � "� I __� � I '# TAPCON , '�' �� + ,� 114"# TAPCON , . , , - � � it ', -1 e , I . , , � � :;� - T 1 " 1/' �� ljP'# 1APSON �' �' 4 Do � � , '� _� -, I _/ , -4. , �*Ni TwoGN I L. (D � 17 - -AN - �"+ - I'm 11� -0 � �, , icmw 6 v ot. - I I � � acfr7o o'c� -, 7 ', lKROOR * g- o,C, � ANCIKDR Q 9- 01c, I'll-, -_ I --d"' �; 7 2, ��' I I i "I . �� 1, I 7V I . I - 'ft I � - , �� , � " � " " i � -, ANCHOR 4 9- IYZ, � 11 ," I I � , , I - , � l�t 11 I i , I - 1� 1� 1=4` s 04 14 i � �' m � ,,F i " ��' , , J ____' - �� It �ll lk I I I � - ��' I L 1 "; I � I - - � � '� !if .. I � - rile f — IT/#' 1� I . I " , I I A 11�: i 2 , � � I I I � 'c I l 1_(2) I � ' I '1' ill " . (D , 11 I � , : 4 I I "; r-4) I V, .... �D 'I L - - -402 --ill �i I I ,I ko _<i) I I . -VM"--L __ - ---- k � IM - �L 4 11 '� _*1 - Ij I 1.11 - ' 6 PIA, - �_� , 1- - - � - . �,�' ! -It J � � f 1, " �jl " ? I 1 114tl 11 , I . I'll � I i I � I ,I � 1/2- I I 1/4- , I � � w* � 1/4' :1, � "";W", - 7,11, , ::� a I ". , I - I '� . , ; a) = , � I ��J � 71 � �� I -, 111- r, 6 * L&A - I- 1 llt4 VAX, ;�% �f - 1 114- 11 I /4 I , _. � - 1/2- I ' I ' --- .' - I � '� " �j , T ---L--- -'---,-,--I " " , � '� ft �� ""_111 _. , , '' � L, k I" " , � � � ,. : I , I 11 - " - 1-14 '�'j I � , ___ '__ , " � � LLL 1/'. " �'� �� g 11 11 _ I � I I " � � I i I I -.6--a "L, , - ' �, 2, L �' L L M. � �'��j 1 , _ _ �� I L; I i . - I . � � y , L- � I I � I - � � ' - - � I , I : j 1� . . 4'L"___ ___ " w I � I :1-, - , � ' - � ' � 11 ___#'1`___ 1-1-1, ' I I � I . , I Al � I I � I ... 444 L , I � i 1 '14 1 , , .� � k I I � � I , � Mw " 1, I 1 2 1 " ' 1 I "� I "I � � �' : I I I 01-1 1 --cl) lf� L I I L I � ; �-, I w.. \ I I I I � I � -1 ---1 I I I � 11 I ; r I I �' ' ------ �� _____ I �' --I ' I N I I i " � ' i � � I f � -+--a - - 9 - i � I- m I " � kr � - r I � I z � 0 IG GLASS J_ i 1_1 � _11 i .�� I I I L ?I i 11 0--SEPARATON- I 11 I I 11 LJ I .... ci) � I -(:,:) i . = CIO 4 I VAI-INt, L TO 1 cl) . -01 I � I c �'r 9 :L I _'__ L-Ijwtl-jj " I _'_; . u ' - 14 AV If I � fl '/.'.-��' � I � Ex6lim -9 li,' '�� " 1 It I GLASS i il'_.A�-g I" , I ,/,--V.I- I I I I I '01 � I I > "� L � I "I-.n I # � I A t4 �mj w, , 8 I i 11 DI i I . 'i" ,,- I � 1 l/.-ziw ��_' _,4,' L I :",,-! L t - i �' - ; I � , 0- I � I'll - I It -1 � I I i le., o L 4 A I 11.ln 4 I == �1_14 1 J, . - / 'i�q I I 1 w4lo-law, ' - I , v" V : I It 11 I I A, R .`Ge� I � � " L ex � It I J, I '-�"�"� 4m 1 � 11 I " " mrs w'0 I I � , - I N'O, I i� I ,!LL I I -1. I "_ I �'j 0 �11. - - L " � I _ 01 � I I I _' --.,- - I � z wNi:TH a-, G� PANEL a I I I mro,ry-rl 0 ," " I � 'Ll mAx, 5� _ I- NEE 'ELCOTION I I 11 1 ---I v Me. ,_ �V-_-'IpL� "-- 1 �__;� LILHOIN ' � 4, 0 ON $`w 12) It I L M . � " I . IBM ELDOM %� No - . f I I I 11 � ...... L -1. "_'_ t__'__'__' '_ - � 0 � PANEL LENGTH A � I ---.- PAREL LIENCT" 4, i, wo" 11 loh-sHzEr 12I 1 If s."I.El.r.1,11,11), , I a% !;,w 12) I PANEL LE�T4 � I -1-- IL, i I _'�i I If --I - - i I I" i 1. I ` - - - --- -- - ' a- ", I it - � PAN" LENG" I __.1_._______.4_1),_.1 � 0 P (SEE ELEVATION I Il_____,-jt �11' -41 !(SEE ELVAT" _--I ... - � ",_ � EL&AIMON ,---- � 1 I � (SCE ELEVATION ;� I N I I _"' -, 'T��.� it I.,.--- -1 : I v , 'I, )I--'--- � 4 I- - -1 1 OR SHEET 12' N L_ I i 11 , " I MAX_ MW "', I �' ma� I- ___ - � � W m. rNAL 1 �' - i �' ' I I 'Y I 1%z" --, I ; " " �', _ #_"�f' J� ANO. I r"""""" " , I jm� ,,, � " I ft � �' 4 1 ! -L- MAX ,Ir ' � I I I PAN'El Va.. 4 � i I 11 , __ 7-1r) , I f lj*j , i 4 I Rvlq 1-yl;s-1�11_ - -- - - t� " , zu-j.' - " I � O' � ) I It 2 1. I -F-12O1 = 9 11 (SEE ELEVATIOR I 4 "111� 11 - I�wl ,111' I " :; -- I -, _�� ___. __ �- PANEL ;[ CL Q i H " ; , 6' PANEL LENGTH __ __ " - ' --� - I I - - 11-L-1 111 Ill, --- I _ I' Y_ 'I, I I � I I EPAPATIO.- I ' 1 4 I -- 41 I TO GLASS, - � - -1 i�-_A 1 1 `_' - - ' - I at" SHEET 12) - ! I " ' .- - I I � ON !HIECT 12) it � - _'__4__-____._'_____'j ; ON SHOT 12) -_ - It I 0 �' I I* w. I I , I � --- --,---,I-,. I- 1-1-11"-- , I_ I! I -_ 11 I IT I III- I' � jI.,_ . ....... V -- ---- � .... .. --'-'1_-4 1 4 ,_ t � '!L____ -_ � , -1 --- - - i ,� if � � " '- ,--------.---- _ f , 6 ----- - - -- ---- �!' it I � -, " " I I' j&IL I w I- -1 � JJ--SEPNbI.TON- - � Q ! -7-,', 3'�;a"� 1 " , I � I,---- - ----SEp1Rkjjw1- -_ I I- WIT. I I I 4 TO GLASS, 4 ; ul - ""�""':� 11'r- , t J"', 1 r Ci i� : � 1 ' t i � I I/ j I � " " j;L , ",!." "'�'�"-'� � �""r . I I A ! '. W _4 �,K""5�"" �"� "�" " 4 I -11, � a -1 - "I - I 1i) � � - A" � $I mi., _ - - - 4 - I - - T t I I "T ,,, in � " I , < i I _� I " -11 I I U) ,'� 1 '_ \ " � '11-11 - I � I �j I . m;.,- ___11�11'1 � I � , , [ L, "' i - � 11,_ f - 01 I I _ � '. I � � I : 0 GIASS� � � x -c I I _cl) , - 1 7 ;'�"' L � I I I I 11 a To, = i 1, I R - ____ I : [ 1) � Il---SEAAFA`oOff- --- I � 3-1 IF I 1`ia�"""'�" I i � I 4 L/2 � ; I I I 0 1 1 I � 4 � 1. r' ,�'��'� ViSTINS Pol HL 'I @ m - , I --- o " i I 0 . I L/2 I Exrs'llus pa'URIED � I i I - I I a) , -, -- " � *t.i�*� � I i, ,''i � 71 I � - ccNcR-1E OR ":";,""; , _1 -0 E I 01 � 1 AV' "" � � & 7-." - - 7 - .__L] ..... . "" L , -1, A� 7 - -, 1 =5 I I I I I : ?" c e 'IC; (O I - �:" " I= I - " t' -1w , "I I " � I _0 " & �- I � I - - , �' -7 f Ar a %ff m V '. '/T - I _'__' ; k. _� & " - i - I ; t 'L � T_ ', __'_' - im " , - 1A_____pp - __ _ _i___ -,I T,', 1, I F - pq" - . i- I � ' ril REWIRED, - - I , -1 - � - � -, *m i", itI I t '�" � - � , - I- - I - -_ - - ' "?. _ t I— __' -1. - - i _ � � , .. I c""""""""` _-________ L I I I , : I Y�'.;�� - M % 111� 11 " _" � — LI_ __ � I 'L� - ' , F� . - - ---'L Al i 1, "� I ==F_ " v � . , � � � � --_--,--'- i ! , m! , " � ; � ' � � � I, . ED, -A . ....... .... _f___"'__' 4 1 -1 ____.__1_t ------------- j L . !' I � I T4`1 - I �" ", - 0 � " i , 1_1 , - - I_ 11 t- � ��' '� ; , 27_�e WOOD x � �� t- � c � �� ; I '� L_ I I _'��;' I . �' . 11 I _4) 11 7 I " i , � 1� � , �z i &' , , 1/2 -4, ;-�*- .. I I � � �, I "I', � � " , L ci I __'(!�) PLATE Ti' i I L I ,,, 4 �� 4 7 L . �' I Ij I � , � L ' � 1� I , I � �� I&Ief 1 1 ; ' I _ _ 1 i �� ; 1, I " Alw' - , , , - � I I � 1/4'o PAW , . - � " z , jl� I 1, I tLMATE ijA , 1 1 2'-*' Woo� �' ,-;, _.; � � � L � I , � __ � I I i �' � � /4'6 TAl �,". " ,I �i �'� 2'.'�' � � _� PLATE , n4l `WDEQ ... " � � I i ' � 7 � � � �� , REOWRED 11 �� I ' I � I , _ __j � , j '�' � 4- - -1 � � i 4 -- -- ,,, �� PLATE , � I � ; j I , I I �� 1� ", - " L � OR o'C' I , . I KGRISEE I I �' I 'L I I N , 1, � . I �: i; � 11 '� I � � I I" �', - - I - ; � !�' - , �' " ;,- , 'I � ' � , � i , � 1 !�' - - REOUIRED I 1p�'o PANEY MAIt PLM , Ile# PANOMAJE PLUS I 11 , ", "' I � - I 11 1, " ANCHOR (REMID) : 11 ANCHOR 4 01 ar, �11 7�'ZITIx. St .c PJAM m a- C:�- V:7/;161�: OMMIA 11 - , � , , I , � , " !, '�� I . I � , I 1�"' � L' _ I i ' - slAgoSERED All mn I ' , I , � t sTA&mRm w/ 5,T,m : , : . , � ; � frEQumJEO I � I ;!= D.c' I � - t' - "Aw I � , ANCHOR a 12 I/v ox 1� � � L I , � I . I � �` ; , " ,.Hog a 12 yr *C 1, 2 � � v . I I I ;' . � v" � � � �� ,-I '. �'i I I" I , I , L i . � '!; � I e ,� � I -1-1--1] 2,"* WOOD - I : - � � � � ,: ; VI �L � , � � i� li � - - : � 1 , WA�� L I I— " _0 I . � i ,I I " , I ,?,Lja I , ' I : � I � 7 11 N -1 , , . I SEE SHEETS IS A -46 1`011 ANC�ORS TYPE & 4"' _'__'�' _'%'� ----- ---- - �1'1 � '_","'_' L _: I , ,� " - " �111 _1 � . I , ' ".' " � � I REQuIRED __' , ,'�" �' I '�' � nouAED I � I 1, , I I I 0 a) NPALvilue; wD WOOD fRWC &W-004S. ""A"e. ". � A ! ; � "'�f �j � '�� I I 1 4" '� 1, I I - " ; I : � ,' I " � " : I U) " - : A _ 4 - __ ��'. ,,, -1- '�_':'L � - j! MNKW "'CHUR $PAC#" AlQ PINMUM EGGE DISTANCE .111 -, � - , , " ___1_' le, - ARE NINGAIto Dh THIS StOAMIU. ITA LII LM THAN , '�"� ... ... u, I � L: "I I iWORATEX) Q SCHEDULE REDUCt MCROR $PWIND GY I CIO MULIPL"Na"SpAcm SHOWN ON schmLz ov ih ALTERWIA, A INAM.1i I L. notowee, F.0m, I'Do THIS opukPION it GE possiME. - I RE I EvjaA "80119 11-11. I 5 I JIM �"'WL,14;4#"" -du 00 LEGE SPACKt (AMAINEO UlNo FACTOR Villo, NOT BE � uploff-11=20 IlAt THAN unat"A' PAGING 00"Im FOR CACH ANDIrer H'"hoo, � I I L. ON THIS S� "ItIll I �Rkyk A TltZ "'& WALL�� / /41!. 1/4'. A �'� ' /� ". ftq_-� "04111110twe" SC41NE Ijli�j 0� �114�34 . , , " �' '�A' llxtiv. f�..""` - �� - , . ;1' ANCHOR "m I— L A. ft"Wu '* \�OEN,k-"-� � Lu 7APonN - _z""6r-:lji� %, / � /)� %, % I Ni�' �� . '.:'�� : .T!Q . . . =3 1 1 '. �� I , tit . � CODE (won High volvelty Hu one Zone) FLORIDA BUILDING CODE 114on High Vol"Ity Hurricone Zone) a-val; ol ' I G CODE (Non High Virfoci� '10� -I' *I- 1/011�. .I i It, - - __ I 1-1 - - __ - - � . __ 01-111 _______-'' L' __ ------- _ __ i *' - .1 _'P EN FLORTDA BUILDING _L �'r fkv .." , I : - FLORIDA BUILDIN Hufficcerie zone) �_ ___ . - - * __ - ____' ___ _________ - _-, ___ ___ - 2i IS '.lANlfjqo = - JP ."-' i� __'.;7_ tu= I * �. - -- V - - -- I 2' .2m u=a W, - �_-__� �)__2'_'___L_ I * -*1 r 24 GAGE GALVANIZED STEEL STORM PANEL < , ..3 =*� ax=20 RuIrm m 24 GAGE GALVANIZED SM STORM PANEL F�p. z 1.1m Moxmk *41 ONAW w. IMA" 0, , I q., .1 ,44167 % 24 GAGE GALVANIZED STEEL STORM PANEL 1 ,A � .1 . '!� �9'* ill -I s *1 � : S -1 I I'll - UNION W I . INSTALLATION ARE DNVY VALO fOR A,S.U� DESIGN z . * - -_ 1. iNSTALLATfOLI ARE ONLY VALID FOR MAX, A,S,D, I � I -_ "K ww wwa Tim) �� "4 STATE Of- -SC- I - I I S * ; * �* �; __ � I _,..'. STATE Of �,k tr ::�' z - N . r� -/v/n" DESIGN PRESSURE RATINGS ip,o,t) MO AMEL - _� 0/a/Ilm _11- ____1'1_1__ 11 , . , I `� LA," :1 - � � ..... � "/2- 11'�_ v'o � -L 0 R I D r I L I - 0 � . � LENGTHS A$ PF '� L :� _- ��' �7_�'___-�' � . 110. M/Z?/Rm PRESSURE RATINGS (p,M) AND PANEL LENGTHS AS I , , * , A4 a A 0 __11 *1§ *_�_ �___ 11 IECOHmc " -',,, 4fC' , I I L ECO, LORAL PROTECTIO14 PRODUCTS UATE, — MR ELEVATION ON SHEET M STATED - 11LIE C 0,NHS, ,GLOBAL PROTECTION PRODUCTS, LLC. ER ELEVATION ON -F, M __ , =� CLOBAL PROTECTION PRODUCTS. UCJ. _.....-.11 ve�. AW 'Le" - AN i 1. *= T.* 51 SI'MET __"'_ _�.v .. Uot,te:Mf 2. '11%F'; - Dw A. 41331. ;z ot xrH FOR MEIN WOOD MWE CONSTRUCTIOW WOOD I - al", ... i� 1 OIAR00; $-I- FAX,- 016IMS-KII MEMfrLRS TO GE SOUTHERN PINE No 2� W/ SPECIFIC 4 it Arm P-0 Ul6.WE7lKE 'AtUeloNS-10IN 20-i75 4119-1 "'o p-M. ft, om 1 CAP; M54)M-FFI7 TO . 111' 41�M�t 71- -, -I �' I - I � - .- DENSITY Of 0,55 OR ECUAL. "'1 - iKvziw;v — '** ""' 5, "'O' I -'vH' �, " 7:1"";� � .0,11 !=_L� 4119U.M. 1 S;Rm 2, FOR NEW WOOD FRAME COWIRUCTIOk n_______ " .."I" I—- ;4;1_,E�' " % . _,leell*L� Ar , os,)w � , .11. WOOD "�Qgllo�. � v/ - - M 11 _'� 20-175 MEMBERS BE SOUTHERN PINE No 2, W/ SPECIFIC _ __'_.___i___.___'__ _.' " - #44 10 CA-01 I , 'A' � OMITY OF 115.5 OR EQUAL. nj . I I . . - Dk*m l. I Ile: __ -4*719 - _g �-- - . wwrls ��'r CA�HI . . - - "'. 7 � ... I PE SCH./samau"T/DATE A'l �z � I . �_�� -= --4 - c� -- , I . < , , , , t ------- I— SKOT 14 'N't""al N"TUREAWE 0001 I,IW41, P11 wRr�wNxTwvwr .;='ruli A, ,-E . - - - - -I---- 1 Wmm*0211 E___.4_.1____L_.L__'__i_ - I . 1 L__ I - �- - - - - __j . . I CL SHEET NO. SH 1.4 ?0100 71� Ill I I 11_11_0� 11 , , 1, I F_ EZIW/18 ANCHORS SECTION EEL & ALTERNATNE EZIW CA, SHEET Is) Mi. A� "(SEE NoTE 2) Ars FiNcut 2) ALvM.Vv or I -Pw riwc� LASSI PANEL(D M BE AT EACH O-VEIR40 $HAI, ALWAYS BE 1/'I'r-F E 0 ot PROVIDED W/ REAR HANDLE TO rACaJTATE ASTALLA510'-, W INTE:NDEIT �O BE �NST FROW INSIDE OF STRAICTURE. AT A 2=� E-Z HAND STORM PANEL S11,7EY 'K� TOP (fND PANFL) t 1 (11,41 RIOP NEQ (INTERAO R PANEL) iNTFRIOP PANEL) WIX I CO,,I MAL & 00170M� SEF NOTES 1 -1 Sa NOTES 2� 3� 4 I 19, END PANELS SKALL TO 60TRW_ JRA4k I OrHFRWMC A 3frP BE PRADED IT TOP OF lil,414 1AN11S* 13)� it Ewu, PANKLC ABC c jNNEC1w To RUTTriv FRADY,, I ONWC.TION SvAli CONSf5z OF M.S W/ Wtfx i SOLTO PANELS W) mrT OR 1/46,314' Mi, 74UMLISP-REW 0%0 TAPOED BOTTOM fs, socn; W/00 ;A ovuu.�p i TRACK LOC&TON OF FAUTrNERS MAY OE AT OTHER OF 'W01 (SU svc-,"14� Is AP PuCAER13 EXTERIOR FIAT FLANMES Or END PAREL AI 501% (4) IN CAISr 111W END PANfi-S ARS� NOT To IRDTOM I T T_ i MAX -TRACK A STUP NAR IS OWY USE0. A' T1*`) AT t EAST TWO PANIELS %1ALL BE CONNECTED M 00loo, TRACK uS,?NC DPECS +4 4 4-r7-_ 4_4 tj---f�-I--f-+h VINCA--M ON NOTE (Z, ASCF1E_ IN CASF- CONNECDON, OV "ANELS iV�UK U_� J Ct d J L L j _j -i L L j J Ll J j -1 L L L J J, L L �JJ L L J _JJ Ll 1, J J_ I J J-1 TO 901TOM MAY OCCUR A' ANY PANEL tOCATIOtc A t INSTAL�ATIOHS ONO� VkUD FOR WINT) A, ANC44ws 5P5xU UP TO 170 istz SECTION ETt E AL"EswATIVE EZ*w or4 91EE- 'a) EZIW/IS TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL J", SYSTEM 1/4' NAX. CAP �jEQJION A= -A "0011HPY"', 15CALE �,/32--!-1) FLORIDA BUILDING CODE (Mon High Velocity Hur 'Ry Hur Iceme lzrw� 44167 24 CAGE GALVANQEO STEEL STORM PA14EL 1Y, STATE 0� IL F.0 0 OLORAL PROTECTION PRODUM, LM� I-) ... S, PUT A, PI AW ORO 1�1 I "P 5� CM- A% c._6106�11 Imat L) ENGINEERONIG7 ENGINEFERING EXPRESSO PRODUr-T EVALUATION REPORT September F5, 2020 Apprication Numbev, 1761SEIA - R2 EX Ptriject Number 20-SIS43 Product Manufacturer. All American Shutters and Glass MaruifactuNu Addfew 1540 Druirla Road Wost Palm Beach. PC 3309 Product Name & Descriphorr 24gs Gefitanized Steel $form Panels Large Missile Impaot Resistant Scope of EValuation. This Product Evaluattion Report is tuiling Issued It) acconlancewith the requirements Of the Florida Department of Busareas and (Florida Building Comm"on) Rule Chapter 51020-3.005, FAC., for statewide acceptance per Method l(d). The product noted above has teen tested andlor evaluated as summarized herein to show compliance with the Florida Building Code S..nth Ediffor, (2020) and is, for the purpose intended, id;esst equivalent to that required by the Code Re-Eivaluation of this productshall be required following parthant Floilms Building Code modifications of revisions. Substantiating Date. . ERgP_UAt�TEVAjjfAjIQNQ0CUMENTS EA drawing P.0-SI543tiffed "24ga Galvanized Sleat Storm Panels (HVHZ & Oon-HVHZ)�� shoots 1-5. prepared W Engineering EUNT"N"T signed & sealed by Frank Hernando, PLE, is an integral part of this F-Valummi Report , MTREP!2RTS unit.. statio struclund performance has been tested in accordance with TAS 202 test standards per test Nuperns) #ST-ASG-1 7-001 by Blackwider Testinp, InC Large missile Impact resistance and cyc4c loading performance has been tested In accordance With TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-1 7-001 by Blackwatep Testing. Inc, - STRAJ MRAL EtONEEFiNG C61LOOLATIONS Structural engineering calculations have been prepared which evaluate the producl based on comparative andror rational anatists to quality the following design crilena: 1� Maximum Allowable Spans 2, Mournitin Allowable Spam 3. Minimum Glass Separation 4 Anchor Spacing 160 SW 0`1 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 t ,954) 354-0660 1 (866) 396-9999 TEAM IPIENGtNezrtmri ExpRes s�cox coN, I :FC 7 ENGINEERING Page, 22 Of-1 AtIAlnerican Shuttvis dod Glass — 24ga Galvarrind Steel Storin Pallets No 33% increase in allowable stress has been Used in the design of this product - Separation from glazing is not required for Installations outside Of Wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as "dInicod in previoualy bled test repori(s). and is accounted for in the Engineering design of this product. Wnd Load Resistance This product has been designed to I asist wind loads as indicated in the span srhedule(s) On the respective Product Evaluation Docturiant fie, rungineenrip drawing), Installation This product shelf be installed in strict compliance with its respective Product Evaluation Document lie engineering drawing). along with all Components noted lhareni. Product components shall be of the rnaterial specified In that ptoduct's isspectNe Product Evaluation Document (1,e, angineering drawing). Limitations & Condlitions of Use: Use of this product shall be in shict accordance with the respective Product Evaluation Document (Le, erighteening drawing) as noted herein, Ail supporting host structures shall be designed to hunist all supemirposed loads and shall be at a inatensil ftled in this products respective anchor sollecifile, Host structure conditions which are not acconrued for In the products respective anctrof schedule shall be designed tar an a site-speciffic basis by a registered ppideswonal engineer AR components which are permanently installed shall be protected against corrosion, cortamination- and other such damage at all Times, This product has been designed for use within and outside the Ffigh Velocity Hurricane Zone (HVHZ), Frank Beffmardo, PE ENGINEERING &PREse 01+0046549 1 Cen Auth, 9885 160 SW 12" AVENUE SUITE i0fi, DEERFIELD BEACH, F[oi-f-04-31442 (954) 354-0660 1 (866) 396-�)999 8 _`1at,11 . ;to INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG ,aTORM PANELd) INTO POUREQ-tQACRETE. CONCRETE BLOCK AND YQQQ__aLRA0MM Mn 1jeo TKAWN CONCRETE BLOCK ANC14OR 0 12' OX- REWIRED, 1,4`1 IOM4 J`14.!, HU HEAD tR WOOD J141- MEN WAD TEX. ANCH." Ie 1101 7 SCREW a 4 *(N*' FROM EDGE OF M r 90 D 2 Mk,, 10 -SEPARAMON 1 [ , NOW PW TO CLAM, RVET R-N E-T MAX, UW LENORA "MEL LENGTH "'XIN �AN k1- __` � AT., 0 a F� T_ " I' ME, A- 11 min SEPARATION ! - 61% TO QIVSS TH= OF 11 To GLASS THUMBSCREE 0� E11111 (7� R'4'0 TAPCON ANCHOR 0 12' O.C. 1/4"it TAPC '.41 WOOD �A 12 ON Cis ANCHOR 0 12- ?014T)R DRIED CONCRETE BLOCK '-i REDURED REWIRED, SCALE 3/8-l' SCALE 3/8-1- FLORIDA BUILDING CODE (NOR High traloWy Hurricuru; ZvNir) MIN, PANEL,LENCIIII 441 nLH=1 M� 24 GAGE OALVANIZE0 STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD POP IW AS., ,.l, SI _LL BE 2 -6, lk PRESSURE RATING +/- 40.0 pe,f, AND'& -0' MAX PANEL LENGTH, STATE GLOBAL PROTECTION PROOLICTS, LLC. IL ECOoc 2, FOR NEW WOOD FRWE CONSTRUCTIOW WOOD sw �, SIRCIFT - wp� _ QWYC It wl� n-, W (NA'O"Ar 2 -175 A �0__ZZD` TAUT YEWOM AN A -NY MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC DENS" OF 055 OR EQUAL, H, Or Hi, 311111111 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP OP GUNT I oNNTYPE AS REQ'D) L U"�. OTTOM MCKNT,�CDNN (SPANi BELOW nPE AS RECIDI OSSTMUCTTON) AS REQUIRED, PTIQ ALW'-20 STFITCH CTI019S A40 BOLTS WITH WASHERED UCH$ATISFY V;INGNUTS FASTENED @ )BS1RUCfION, OVERLAPS 0 MIDSRA1 III APPROPRIATESPANTABLI VERTICAL M04JNT ELEVATION 2, (NOTCHED PANELS) WT,Eik ELEVATTQN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANCIS Mill, �AUIM $VORM 4144E 1, %PARALRN IROM GLAA5 urvj, WIND ZONI4 &ERSEN riAl PACROILIS ALIVIVARL r iNVAUA THOKS LEM IWAUATKASGRFATfA THA1A34`A8OVFuRAQF fHAA1-.'K'AEOVtGAA0f 13,10 :/-So 6.06 6.176 If, IF THAN OR 500; 0111, 37ARCSTUDS OUT j VAPY) MAXIMUM ALLOWABLE bESIGN PRESSURES: NOTED IN DESIGN DE51GN NOTES: E SC;HLpULE-S POSIT UVE AND NEGATIV� DESIaN PRESSURESCALrULAT-5D F FORLU E WITHTHIS SYSTIEM'SMALL BE WERMINeD PER SEPARATE ENGINEERING IN ACCORDANCE AITH THE GOVERNING CODE. PRESURE REYUIAEFI�NTS A&, ?X1,11,11NED 111,AC.C.0 'A N 'Ll 11 CHAP!TfiPAN EFU _ Tr H if RUILIC'�Iul; 21'OFSH J_L llt? LESS OR&AL.T0 THEPOSTFIVIE OR NECATIVE DESIDN PR UPS . 1APACITI'VILVIES LISTEC�HEREIN FOP, ANY ASSEMBLY As ENGSVN (-_r=tu;=oAi i%hrri=c. 514ALLg F FL&ATED IN B un IDA s oce q ENIS WHICH MAY MAY REQUIRE AS PEEN USED IN THE PROIECT i SMALL BE RESPONSIBLE I THM DESIGN WH PCH TOP i8RL a. L - S A VI'Aff"AAnou'. A� .QnKQIP WD TIONS or"UVI17 f4ofn InEER OR REGISTERED . 'ORLIst IN )N MAXIMUM TESTED NAY.rAFC0N5".ASFr1. E MOUNTED VERTICALLY OR FIN SIHALLRL, a TO ,LL ALL ANCHOKS PER VISIT EcALO.I6131543 Mim TOP MOUNT n 4 t Or W -17 _U� 2Y W 24�_ 10 2T 26- :E V, n, st� 2s, 22" 2e 23r W, 2AA&VH.d. IF W of ZF 24� Sir 2A. 'W S Rs, 24r' W ii� 3a, lir 4, 3F W T1, 10, -AV -3ff- Rx 5, AD, I- DvPd M..4 -I- _2E 0 411' 411 Bs� 31 BY Br` 51' -1 _ _ -1 — - -1 _. �It. CIAOM30 A, TI. 09 -.ft J_�� rS5 -.k 1110�k WAR I. TAuf MIOW 90 NO, Amr. �,k WIKGoi 001 QL`VM Is EwowD RWL Ua,�W� m dFw4HrA, TiAH -,I Am-, ro� It 001,YVIN-a M�WIAIIVK Awll.� 0,,nkr 4S t,c .rYN.,tC UvA ,so "'mP. I,, GLASS SEPARATION NOTES' 1, ENTER SPAN $,CMMULE WITHI POSITIVE DIS5164 LOACTO USTEWINt MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. Z SCHEDULE I$ REQUIRED fan USE WITH POSITIVE LCAIDS ONLY -TRWISE USE RB17 FITUFAH1 'IfTERPOLATION BETWEEN, LOACS IS ACCEPTABLE, OTEr. lu7 ;-,m LOAD. 3. MR INSTALLATIONS OLITSIa OF THE HARZ AND OUT51DEOF E5sinntAL FACILITIES IN A5NrT WIND ZOIK�S I THROUGH SCHMULF IS NOT REQUIRED AND NO MINIMUM SEPARATION FRO111 THE PROTECTED RP04ING IS REQUIRED, �O _2PTTONAL INTERIOR FASTENING DETAIL N,T.S, @OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING I THAT LAPEL T Mia VP 21"'5�WV111 > Uj I C-A X A, W c-�p C-4 L1_ 0- AM (Z U) C3. CU cn CC �-2 geo;: � �s 2 2w, r 1 4" UP'] In 0125" 111 CA T J; TYR " I i TYP V TYP Ou P& 2OW �2 0 250 2DW, t- g3UU-CUT HIEN)EM 5 00 L��.500` PANEL COVERA*E_�� C O.0 5 1 0 Z64 0. 1971" FA14EL U -FT7 U. oin �1� 0.050 85" DAIL2119-1 N i , � 25 T�� 0,09.0, egw C� .0. 46 7 3.5- G CA .1,00 0,2 2L5 CL TYP yp� YP, qo,� C'700 957" -1 Y ae,�'T!" TRACK I=Rrrrol R 3, OVERLAP 23' MAY, A NIAX, ItA I WIMP 11 -41, l�� IP EMBED I Boo` CVIRLA11 M,0 2s�. MA� Qiill , _11S 11111 111", 1 1 'Y' I Lam MAX, MIN 9 EMSED ANCHOR SPACING SCHEDULE- 24 GAUGE PANELS, PANEL FPSTFNE�RS a 12,5" CC, 1.5" EDGE D%TANCB` R AINCHOR PRESI.R. (1145F) 4PAND11TOV-01, smij UP M ir.� I3VAN UP Tolr'-W COON TYPE ci C� Ca CA Ceti" TYPE C1 CZ Cs t4 COX" Typ r , I C2 n c. t� 4,11,1., 44 14, �P IZ51 26.01, 'As" IZ.V ICV, !ILL 6�r 364011 S�V� 7275F_ TE-o' —11 F 1'� R, Z, S ra,5 16,0" S:r &5" 1ML =g- �Aa 5.2� !LLILL Ila- 5,41. IZ,51" X 0" 1EX" $4" JZ.51L I lac- Ila- &V IZ,5? l6x" a,1 . S*' "'W" 33 41 'As SZ 1� 12.�11 IET,; is I is � 12-V 36-W TS-T Hit, 12.5', 1�,411 10�7- IBVI MIL .63", 12.�S"" C 0" =IZX 9.6-" 1,51 V 1 710 S S = Is V, 1.11: ild, 1Z.511160, 110, S.A. X2, 5 mop a"" =5- 1��511 leoll 111,91, 1.5, ZZ.5', 26,0, 9�5� M511 1610, 110, PV 1 33 PAIW 44 46 51 1Z i2-s' M.V� 16,01 IA'W� t.4', gzv, 1&.,. .0, iz�5� iaq� mo JA&� iz,v, NV� !;I_ it 0" P50" 11Z" AQ,7" 12� S- 10,0. 1601 JJS � 12s' ILL ja OIL ILL I , i2.r 1�6� MP 12-5" IITI1, 16-01, l?3 tt,b, sl,v, ioAl. 12.5,, is,6* Iz,5` iav, iz,5,, i6k,, iiIi- I.Ire'l Lz 5, icb' 3zx, iiL t 'S I Z_�, V�l A .0, "!:.I I ss"I I"' 15" IEDGR OtSTANCEI P`I4-,1'V�rCHluT, 33 As CIZ5 X 6`1 cz 71 62, $(,S, 15" 0.�Wl `L2 ji, 411 48 52 12 �2v, 6.T", s", A2511 r,25, to 7�j-, fffflffl ITO) S.S- TAtODN T4 48 57 t"S., ls,&' 6,0' sli", , 6,25, lilv' %al.. 4. V 4,0" 8 ls. 6�jSll IZ D11 14,161, III,-) �' L21� 415, 4,01! L�1' n`_ 6_.. �Q,7,44X' 4'0" �r IT' 1117" 41" 40' E.2511 iLs� dal, 101 ;L� 'r 4" 6,2�" ailill I'L7- jg�L 4,1" 4. 1` 4od� 4, 525* 6,25� 10,2' 4,1" JILT" ALI " 4.0, 4.0 tj 0111 1 ALL FQIM7S StlIV EET 41 49 Sz 7Z TZ _13� 16.0 1, S1 II.F, 160, 7's" &a, tzc5,, iso" " a, S,3" �� 7.6" 12,5` 16,0 7.7'� 6_2" 1�.5- Iii.V '7,7" 6,2" lZ511 26111q, 15.91, �0z-d' 7-7� '72 " - 7` 12.5" A2,V ISAW 11.1" 7,7" YJ` 15.2' 11' 12,51L 1.,., 16.01, 7�711 IA,011 7171, 6,211 B-Z, 4,V EN9. n ... .... 4�1 48 SZ a [iIT; Tag. 5�9' 6.23" lt,S" 4.4" 4.1" 'S�� F64 _1'4 0 �' -il-7- lie`� 3_3 6,2v, qx 3,6, '12f, 4.4!' C, *Z!, 3.5', 15.25" �_511 31' E _"3" 114` EDGE D19TANCE A,= A DR T�;: 'I'M 111� W .�I L, I " "' "' "" "'. C1 R. T-T CA n O-T. 1 .4 WON T"a - CZ ca _CL V�V � Z� SMEED 1111FV, 41 4A �Z It 1 12,5-i LZ.11 a sz, ips�- IN, �Vl 12,v 12 F, I�Iql 16101 '7�51 12.5 10,0" 14.7" 6A" 11.5V 16,P'14,7' 6,0' t2 5" t2_5, 16-o' '60" 1h G 9" 6., s' la', '60' ILL 141?" En' 141" T,,W' U�. S" fZ5" 14.7" .0' A AR-1 4 110, 6 33 ..P.Ew 41 48 5� 7Z T 4" 1 111 13 41 45 --mamot, 52 16.0' 16.,01' 10d" 12,T' 16,0" Il.V� �D` 12. T' 11G. I. I 12,5' 14.0" 1.4,1 1ZB` 1&0" RT' 5.6" =R' 16�1)` 9,7` 515" La,,5" 12.5. U1501 laV' 110" itul 1601, S.1511 IZ,5: _1 I& .111", 1'61011 I'm" ; 6 �15�lb * 9-C 5r, 91V� III 1215' 1. S11 12's" lz,5:, M0, S`61' 516" 1. 1., 1W 111, gx-, 9.v. 5,6-� 2�1 1,511 A,ce, 11.3" IS, 11.4" 1�_T' :U5.0 9.2 12.5' I&D 12', 16D L2.5' 121511 16rg' lo, 5 mv. 1�.51 , 5" 161011 -L, 1 16 ry - —w- 23 1 HRr1l ..." 4� 48 �1 7Z L111 V ell 1_7 JaA" 5.3- 4 5P -"o- iz5l IZA` 4L." FA` ta�S, 154' 5.'V' 6,254, JZ�R 12.3` 4.7� 4,W' O.V, 14, T, �,A F�F �77 4.r' 4,0' S,2v. IE-T, � T., 6 "1 1� 31 3" 4 1` 4 ." ANCHOR NOTES: K APEDOPPI-ATE MOIL NTINC; CONOTTECIM Is" M ...... ...... ON IN OF CONNECTION TYPE), UE STUDS USED IN CONIUNCTION MTH ALL MOUNTING EYTRU51ONS �,ETCI U5Ee25`CLC PANEL FASTENERSPACING7ABLE VALUES FOR ,'INCLUDINrBUft_POiJ7,T0NCTT1ONS) STALLED IN ACCORDANCE WITH MANUFACTURERS'REC)OMMENCIATIONS 5TRUCTURE SHALL CONFORM TO ASTM CeO BLOCK SHALL ME AS NOTED IN ANCHOR ' SMMULF, AND EDGE DISTANCE EXCLUDES STUCCC, FOAM, BRICA, AND OTHER WALL HALL BE LIMITED TO 4/4" MAY, OR SHALL BE VERIFIED BY OTHERS TO CIS TG HOST S TRUCTr1JRE. [OTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRAFrE ONLY JCTURE IS WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY. FIELD E INTDADEQUATE WOOD FRAMING mFmElEirs, NOT PLYWOOD, FhSTMING ONLY FOR sIDE CU)$UAE PIECE--. EN TO NARPOIN FACE OF STUD F.PAMINC, FASTENER SMALL, BE LOCATED IN ��Iki WOOD STU D EDGE DISTANCE 16 ACCEPTABLE FORWOOD L BE'SOUTHERNPI E" G�0.95 OR GREATER DENSITY, LAG SCREW EAD OR HEX TIFAD� ARE DEWALT PANELTHATF, ALLPOINTS 5OLID-SET& BRASS BUSHING, ILL HAVE IP-` MINIMUM E61GAGEMEP47 OF THREADS INTO THE BASE HER A PAN HEAD, TRUSS HEAD, OR WAFER HISAD (SIDEWALK BOL7) LLM,O AltEDGBID11'1�110E INCLUDES STUCCO OR OTHER WALL F]PISHES. 4, NO. N_ W.. ARE: NOT ACCEPTABLE AS23. �ONDTTTONS. q IS NOT PERMITTED FOR USE WITH TI-IE ANCHOR SCHEDULES USTEDON A: I N 51 .1101 RrL 0! 4 U) M X � Ii UJ re ;l . 2 -� _j _j -6-0 a) CD C_ Cn > C) (D 0 0 ca 0 -0 (1) 4- U) a) -t- (D-0 (:) 070-0 0 C 0 C: = (D �: CU 0 LD +— CIO L.L .+— 0 — CU > Cn ._-0 .(n 0 (n E ZO a) CU 1_0 2 C_ CIO -0 . = C/) CD.. LU mi U) (D c- CO co 0 CL CL 2 M LLJ Z SHEET NO. SH 1.5.