The URL can be used to link to this page

Home My WebLink About6426 Back Forty Lp0 Q 0 i 0 2 n. E y E 0 0 J i c 0 0 0 2 V N V 0 i 14 V N 0 ai z z n m 0 n AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. 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 CONNorCONN. 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. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir 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 Galv. Galvanized GC or G.C. General Contractor GFI 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 FED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. 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 RM 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 SO or SO. 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 SQ 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 THIKN or Thik'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 LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VLorV.L. Versalam VTR orVTE 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 WDWHDRorWDW.HDR. Window Header WH or W.H. Water Heater WIC 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 MIXIIIIIII \/ U U El El E] E:1 E] 17:1 E:1F-1E:1E:1L1L1E:1 LmENN**LR IBM 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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. 0 0 CD t;. g O -.o d cV N N r � � G at F '$ .uFEE 3 i �a•'o ar �,. N 14 N' t N ! .V it 1J M 0 rat CV 0 "41" o N. A f ' • `s � eA V J i�^ o c �• 0 t 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. W E Q O co N 0 ,a) N m N a~D MM YI U) to M � Q C-1 LL Z W JLL 55 p- CIL0) Z — -O d Y L W8, Z a 3 M N p O Y, m W r0 Z N Z a J N O U of 0 U 0 z W 1:1� V M N In a o g < M10% < o Q J M � z vCD 4-1 ,., � U �� LU N N - f6 ~ co U W � J E — 8 L � U o m N 0 e IIII M 0, zZz Q Q 6 m V �0 W 2® °L 4 ~ 'Z x o w = o V�6 o a� o oZ ZQ Z W Z J _ 0a . OE OE O U Z, 8 3 0-.o 2 <F o 190 �j o <F W ;O M M d EL v 003 0 Q > co Om m m 0 i (Q Ln r =3 N LO Q!!^�' Y °o N U) 2 > o = LO LL O L r -0 m o � LO N N Q N T Q tj o W = Z Z rri E�— coo o c a U Q p JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. C S .9 I i � i i.": lui. it I ., JI : 1 i 1i 1 • i - VARIES, 2" LESS THAN CABINETS BELOW KITCHEN KITCHEN INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 1'-4"X1'-4" "L„ SHAPE CMU COLUMN 0 (V _ LO N O 1'-4"XV-4" "L" SHAPE CMU COLUMN 9r,,_n„ 13'-0" 12-0" 1'-4" 11'-8" 3'-9" 8'-3" AC PAD HB O INJ 35-SH - - - - - - - - - - - - - - - - - - - - - - I i ;- LANAI NOOK 8'-0" FLAT CLG. AFF -- - 8'-8" FLAT 611 - - - -- TILE i 12 4' „ i `�/ 6068 SGD I- LL t ' i _L I o -� --Lu I O - - �- z I ^ I El z m - -= - FAMILY - _ - -- I -�U) i- �V -_ 8'-8" FLAT CLG. CARPET I p� l --__e 2'111„ _ I _ 1TCHE 24 - i N - TILE -0 N U - FLOOR G.T. 'L -------- --- --- - - _ REFS - ' - - - ry 16 5'-7d 15 -_ -_ - 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d 8'-8" FLAT CLG. CARPET o0 NAILS @ BASE S3 11 to TYP 10 42" H 1/2 WALL 3, 3„ 4-24- g OR RAILING PER SPECS 8 -- -------- FLOOR G.T. ---�---- - - -- 7 ♦_ (3) 2x4 #2 SPF - -JE6 - STUDS w/ (3) 16d �- NAILS @ BASE _ 0Y UP - e.4 O - _ ro O L` .v L_T__- 1 2 3 4 5 - - F'W D R 406� - ARCH (3) 2x4 #2 SPF 8'-8" FLAT CLG. GG S3 W I - -- -- STUDS w/ HTT16.._-__ _. AT BASE00- - -- FOYER - - 8'-8" FLAT CLG. - _1TP0 - I---- ! PE NK i 1 -_ __ ( ° J - Q __ LAU N 8'-8" FLAT CLG. --- I� I� D, I - TILE _ � _ _ _ t�ltllilitli l S4 vi TILE _ o sw H 1 - 6-71" 0 W.H.. -.- -10 17'" - 35 BUILDER TO PROVIDE APPLIANCE _ Q`" EDGE OF SLAB 2" - BEYOND WALL D1 PROTECTION WHEN o -- NOTE: FINISHED WALLS REQUIRED PER FBC M TO BE FLUSH. FIELD • I --VERIFY. G.T.. _ 8'-8" CLG. A.F.F. _ - I C7 i - - - - - - - - - - - - - - - - - - - -... - - - - - - - - - 84CLG. A.F.F. - J ENTRY I 54"x22�=--_ z0 ED z 8'-0" FLAT CLG. AFFr (ATTIC Q n ------ GARAGE LA�CE�3-----J Q O} 8'-0" CLG. A.F.F. H 0o a W CN N TYP. @ SINGLE > w V-4" 4'4" STORY (SEE AA/S3 FOR STEM 53-- I i I -) - - - - - -- I I I I I K I I I TYP. @ S4 I I O GARAGE I I - 16070 OVERHEAD DOOR 16'-0" V-8" 19'-4" 5'-8" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT /_ HANSON BOX @ f 36" A.F.F. DRYER VTE /-PLUMBING LINE TO SECOND FLOOR -WIRE SHELF @ +54" A.F.F. 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 i5 (2) - 1 3/4" X 11 1/4 LVL 2.OE 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" �A +29.7 / -32.2 © +29.7 / -39.7 0 +28.3 / -30.8 +28.3 / -37.0 +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET 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 20X388' 182X374 S.H. 14 20 X 50 $ 18 2 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1H3 271/4X38' 26x373 S.H. 1 H4 27 4 X 50 s 26 x 50 S.H. IIH5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1 /2 S.H. 23 37 4 X 38 $ 36 2 X 37 3/4 S.H. 24 374X50g 362X50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S. H. 26 37 4 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 25 2 S.H. 33 54 X 38 a 52 2 X 37 4 S.H. 34 54 X 50 $ 52 2 X 50 S.H. 35 54 X 63 52 2 X 82 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. C rn 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 TYP. 2x FRAME 11,17171 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM TABULATION FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA GARAGE LANAI ENTRY TOTAL SQ. FT. INSULATION LOCATION R-VALUE / TYPE EXT CONIC WALL R-44.1 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 SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR P SCALE: Y4'=1'-0" N - ELEV-B �t Z ® w ....� v Cc CN a LA_ m dN 3 a� a..a✓ w - a+ a� CJ a °f CD cc Cn C C E 4m- v M N 0 N N 0 O jX � S c, t., awe l.. &a "av a�c..i35c 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. W v E a s H I-- . , N M 0 LL a C J JL O o Z `ma°' ° 909 o M 04 W � '� rn °' yW 05 m w - m z Q J- ILi LO N J 0 U Z 0 U) W 1313 N M o g - N M W V) a diiiiiiiiiiiiift n1 0 `o W � ) T C� LL 0 L.0 o t/1 c�_- w voa Fes- U) U E- J E m N OI CID C"J ti X Z M U_ O SS C6 O �� zo CU u9� t- ra o E 'o °¢ It Qz �I-2 wz �� en C y o� co 6 Nm ¢� aw zZ Om O `O b 0 a _� �� M3 Q wQ a0 o� 0 C O N (y 0 ca co LO T U-) Q o N o- 0 '' C\I 4_J O h m o0) LO < N N T c � Z z E T (D c o 6 '> a U Q p JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH �\ 1x8 CAP & CASING OR -- 36" RAILING �1 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING '16 14 - - 13 - PRE-ENG FLOOR 12 TRUSS 111 iXTREAD (TYP.) 10 - 9 x 1x RISERS (TYP.) -1 I , 7 00 BLOCK -1 50 / 6 -- STRINGERS 42" KNEE WALL WITH ( 5 1x8 CAP & CASING OR 4 j 3/4" PLYWOOD 36" RAILING 3 DECKING M 2x6 LANDING 2x4 THRUST 2 BLOCK 1 2x4 FRAMING TYP. STAIR SECTION SCALE: 1/4" = V-0" 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 :he foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any `light 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 )rojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 niches at any point within the clear width of the stair. Vosings: 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 nore 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. 3eveling of nosings shall not exceed 1/2 inch. iandrails: -landrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail ieight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less :han 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a Joint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be -eturned 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. 3rip-size: landrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches )r provide equivalent grasp -ability in compliance with Section R311.7.8.3. 3uards: 3uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 niches 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 niches 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. Jnder-stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side Nith 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 0' LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 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 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING SIN ^N CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -\ I I I I I I I I I I I I I I I I I 1 I I L--------------------------------------J 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 #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 11 114 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 71/4" 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" A� +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 �D +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 OG 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 20 X 26 18 2'X 251 S.H. 13 20X383 18�X374 S.H. 14 20X50g 182X50 S.H. 15 20X63 18�X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25' S.H. 1H3 271/4X388' 26x374 S.H. 1 H4 27 IX 50 $ 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 4 X 26 3612 X 25 112 S.H. 23 37 4 X 38 a 36 1 X 37 3/4 S.H. 24 374X5058 362'X50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S.H.H. 26 37 4 X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 2 X 25 z S.H. 33 54 X 38 3 52 g X 37 4 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 5212 X 6212 S.H. 36 54X72 522'X71 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. mmmsommmmmmm 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - ELEV-B SCALE: Y4'=1'-0" eYa 0 ev � w i 6T V N fl m .H R O a y $ GV L N y O fP7 d CJ L CO d .0 � A N fl- c � ea o W c M O CV 0 i 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 Engineer's signature and seal. v E a o Ms ��, ,�♦♦ O N p ate+ cs N 0 °1 u_r-00 �t { ,y✓i y to M Ia C J w w ii n.,. m LL W - O EL19"%13 .Z V) _ZZ2 c W 60 cj m w ZCo M Z J �^ N J VO U 0°d z r W ❑ ❑ M � z N M o� z Z O QQN Q J N M N z o Q) LL +J U Ow U w m E U o , M o Z w M J N 4 0 Z U_ E zo �a >M �� E a Fes- ro o E o &� oo o oQ O d Z aQ Z �w cn a aZ ¢ p U mo Z Zc m (3),nm <w o� �Z 50 co T 3 o a N F m ¢o ¢� '0 V Z¢ a S CO a = > M Om O co LO ,-- N Q- LID Q N -OOI �_ Ln LL to N m O LO N Q N N T' Ecc U') o z z E T U) E `m it U _ ¢ 0 JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. 1.2 12 5� ----T_ _�x-- FLASHING 12 SCORED STUCCO BANDS — =riy FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 SCORED STUCCO BANDS T.O.P. HDR_ _ EXTERIOR PLASTER ON FRAME SCORED STUCCO BANDS _2_nd_FIN. FLR. T.O.M. _T.O.M. D GAR /ENTRY TEXTURED U CEMENTITIOUS FINISH ON CMU ; SCORED 00 STUCCO BANDS CV FIN_ FLR. FRONT ELEVATION — ELEV—B, 71 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 S�5 - - - - - - - - - - - - - - - - - - - - - ------------------------------ -- FLASHING - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CJ / WEEP 74 TEXTURED CEMENTITIOUS FINISH ON CMU - — — — — — t _ — v 35 SH SCORED STUCCO BANDS r` SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = 1'-0" ---- -----�------- ---- 2ND F SCORED STUCCO BANDS _T.O.M. _T.O.M.(aa`C /ENTRY HDR. HGT. -FIN. FI LEFT ELEVATION — ELEV—B 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.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 s 0 N CD A, oCIO C14 LJ- Ca ccQ N d C R � 403 L7 � . u as o. � E o M CV 0 CV CV 0 o _ :• fia 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. N W Q �E 00 O O N 0 �'y f O N CL) 00 N W a Z C) me Ca LL nw. o a Y 4� _ 8 o Z � W ILx 0 r — O iA�pjO' m J � N Z Q N - x Q O U 0 ai 0 M V N O _ o z mm (00 z o J — U) n- to r N z L a--+ w U O o U) i.cn t'tj �-- U m�•......, VANFLLJ— J E — � 8 Flo U o t in, �0 o J� w M M z o Z Z a U_ c6 E z0 o yN <� Q _ E o E o g &� oo o oa Zwo co L I O �Z �W c Q O O Y m �z Z m J m G W a ° ~°o a �z g o U5 3 m wa <o �w Tr 1G dz �� o w� >� Millch v zla a F o 3 0 c C:) O m C9 CID LO :3 N a LO Q/� 1CNI o° N c/ /�j I— }+ m 0 �i a LL Y m O N Q ° C\1 r E E �N N z ca Z E r— ca C a E °3 c U ° Q p � JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME 12 5� 25 SH 25 SH CJ FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 1/2 33 SH ------ ------ ---------- ------------------------I--- 2ND FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH HDR FIN. REAR ELEVATION — ELEV—B SCALE: 1 /4" = V-0" rrnrnr�r Ann n"1K1fNI r• Ir.InTA1 I rf An Ml M RIGHT ELEVATION — ELEV—B SCALE: 1/4" = 1'-0" =RIOR 3TER ON AE -URED ENTITIOUS ;H 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. txtenor 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.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+7 cu r- :e -W Z fro c C= ci •N 'tJ N t a� a, E C, COD.� �5: -ow coil CM 4n Q- 0 is O M 0 CV N O 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 N W o 0 m0) Ov G N N Co N r M M Y/ to Vi r Z P � J W a a N. CT 3 C: _ w w w LL a z 0fY J LU @ Ern a R :3 Cc 0 Y W_ in�°jO' of w u 00 N N Z ¢ J Z O U < v W E10 (D M c'n- o g z z o J V) M Z a lL 4-1 Ca f/J w 0 to w �fLS .D CD I— CJ allW 0 1 _ N U 0 c rn M o JZ w M M z ¢ zC Z Q ti �a zo z® p E U s� Fz ❑a o <= � g ��° Wo ? o aZ a It C/) L ¢z 0. m0 O� Z m J ym F ^ aw � O o g Z a0 a z �w W 0 =r M v wF 5 a0 003 .o G 0 �cy) O N rn 12 m C9 (0 LO T N Q- LO Q CF Y °O J N a. U) o N m O 0 cc N m O N Q N T E w += CO t{) o Z z E E r � W E U a. -1 Q p JOB NO: 23-04906 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. 150A/200A INDOOR PANEL CENTER MA_ `IN 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.—� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 NEMA1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI 0 to wH to Range to HVAC 200=410 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. 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/UL 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 W.P. WEATHERPROOF DUPLEX OUTLET PZ�G. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET Ia SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB 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 IMM ELECTRIC METER PP11 ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN 0 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 1.5" VTR I II, I I —11I 3" VTR <� I I R" \/TR SWITCH PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER C 11 DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS WP A/C PAD GFIDISC. �JDB I / I IENTRY�P DB & GFI TO I GFI REALIGNED ------- VERTICALLY I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS W 0� w w ^W Z Om job COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS \ �. PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-13 SCALE: %4"=1'-0" 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 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 I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� SECOND FLOOR ELECTRICAL PLAN 144wWon ev 0 !1 > u, c as e� N e o0 y. C9 N t � 3 O 2 V 6f a� E �g >o 0 CV CV _o y;- 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. v E SO 0 N N O rtiCO d It _j 3�3 LL w u_ 3 0 a t Z roc mom_ 4 W ornrn S4" 1LL W t7 m w Z Q Z co Cl) a0400 Z O U o W El El M � � � So � m N ` ^ M I u- Q) UI o - O N �N U) tisa — E ��x y //gypp C) O N ID N � 0 o w CO m Z Z a LL p zo >N Z >= U " j o a l� ra L. 00 CD E co o¢ �� o0 oa r = az o p Wz Cn <o z Y Lo m� o 01 � ZF C 0 J m m ¢' Q W �z a go T m o w 0 M Qo _ w aF '0 z�< Qo 8 0 0 > CY) N I..L 0 rn ca t— N Q- LO Q cr °O N +a LO .� o U_ r, to N m M O N a N CN v m w d % o Z z i6 E t— to a E 0 _ ¢ o JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. 3 W n. O J U) N r Ln 4'-0" ROOF VENT r-- 3 A-1 5:1+ 2 SLOPE 5:12 SLOP f— Z W 2 ZONE— o � �Q 9 ATTIC SPACE T 1170 SQ. FT.LJ 1 II 1 1 ��Q tiiA w O —' W U) N 0 Ln tY O VJ J^^ N_ S� LOPE 5.12 5:12 VSLOPE SL� LOPE uj CN 5:1� 2 SLOPE 5:12 SLOPE' I I W IZONE-1 > ATTIC SPACE I '316 SQ. FT. I 1 I I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 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 by Upper SQ. IN. of of vented IN. of of ventilation to IN. of IN. of Ventilators ventilation soffit ventilation vented be provided tilation Ventilation Ventilation tilation (See SElev) 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) 150.0 138.0 **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: Y4"=1'-0" ca CV > LU a' o v u;: n- ea c N CD Cu - y i Vf � G E i p w M N O N N O i 5w° � t.. F-7 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �E 0 a 8o v" ® 53, N W� 5 Ln ar n ti a Ui Q C') V 2 N S � tl J u- —j 52 J L t W , d a C13 W o N� y _o i W 0 N o XX W ��m bM N M Z IL M W ¢ J 0 gyp O U W ❑ ❑ N M O � O � QN _J m. v_ N M V) a �W C o 4., f6 CO � a � 0 Lu o V) LY N EN�� c }_ tV :� � W duo N 01 -E w M CJ _ h O z Q gN U_ � ® E U wO s� w? Z g z® oa H rG �0 0O � �¢ 01 Q a�i ro az ¢o 0 ¢ �Z -Z ro z O Y m 0 Z m J m �� ' G W �Z T y m 7 ¢ < Z N W SF ¢ O LL ~tY �O Z WF- WF a 0 © N >M li m m (v Ul) r N L0 Q °o N o _' N o LO oLL ,� m N 0 O LO N CD Q N N r C.O �) o z M Z � N E �— a-� c0 Q p JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. 4 P° �°IA - { i ' `' °a #5 CONTINUOUS REINF. SEE FND, FOR a v QUANTITY ° }gyp IA O �a �v Y t�e..}t° ' \f \. 7 #5 X 25"X 25" CORNER ® q °. Qa e. a8 SAS ip }r BAR ONE FOR EA. HORIZ. REBAR, TYP. ®A. 4w_.. =a.®: @m, ;v�6 .• p • a ° ° e U.N.O. ® N'l ° • ° • °- ° a ° i "Alternate: The reinf. bars shall be µ a ® - ° ° • • ° ° - ° cont. around corner by cold ® �. s.• O 9 8a ®a O V qa 9• e 0 .yI �r O B 9. fls 8 N b' bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH F1/8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON r-11111 ld lr'%A TI/1A1 P11 Awl CONTROL JOINT DETAIL 2'-6" x 2'-6" x 1'-O" w/ (3) #5's E.W. r 1� C 9 0 F- op iO 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. 13--0" 12'-0" Te T-5„ a 5, 2„ J 3,-5" TYP. @ L PORCH S3 4QD w o I INDICATES FILLED C LL p f ( w/3000 PSI CONC. GTOUT FROM FTR. TO BEAM w/ (1) #5 I I I" ■ I REBAR VERT. ABOVE:SLAB. 6' 10" 4" I TYPICAL @ ALL PLACES I (PROVIDE 1 1/2" IRECESS FOR SGD IREFER TO MASONS (SCOPE FOR WIDTH. ML I ■ 3Y2' MIN. 3000psi CONC. I SLAB FOR HERNANDO COUNTY ONLY. 3Y2' MIN 2500psi CONC. SLAB ( I I i i ■ i 2'-6" x Z-6" x — 1 0 w/ (3) 10 #5's E.W. I-7F -1 11 ...... . . N ■ ■ ■ ■ 9„ o "I ll' 6" 3' 11 " OVER 6 MIL VISOUEEN VAPOR BARRIER I U CU C.J. I I j SHOWN. HOOKED FIG I DOWELS w/ 17" EMBEDMENT O w/ 25" EXT. ABOVE S AB. `t I GRADE 40 STEEL C.J. IN 0 HVAC CHA E — ^ — BASED ON' N I I M LOCATION S3 _ I I I �� I ■ co I I o FO _ C.J. L � 6> 4T-M8" I 4'-1 U I it ■ ill J S6 TYP. @ TWO STORY TYP 100"GG I S3 I I I I I II I I I I II ■ o ' I_ J I CV 11, ■ L — ^ — — PLUMBING �S3 — I I STACK I co 13'-1" STUB UP TO 2ND FLOOR FOR A/C K 3 1/2" l S3 ~ — C.J. 3'-0" N PROVIDE 1/2"X9 ■ I 1/2" RECESS FOR FRONT DOOR w TOP OF CONC./ PAVER TO Or I BE 4" BELOW FIN. FLR. ■ 00 I ,1'-4" 4'-4" C I L S3 I I TYP. @ ■ ENTRYco w O q(2) #5 VERTS w/in —FILLED CELL---1 0 r; n 16'-0" T-8" 19'-4" 1719„ I O w w~o ZW OQ ( >0 a■ U-j OO I UI �w I >W I ■ (2) #5 VERTS w/in I HB FILLED CELL — — — — — — — — i+� ■ ■ 0W W tt o6 10 0 �t �r iO co OP TYP. @ SINGLE STORY q 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_, id 7 W u- 0- !2 eo o N y 6L CV w cr- 3 ia.� ass+ �'y c E p a u M N O N CV 0 4 s FVIrc ,F � y . v- t 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. W v E O o co 8 o 0 C N r 0y V C J W W J LL U- a O d Y 0 _ m c n o 0 (ONE_ a W — m Wn W ILILZ MZ ¢ � Z N OU U o W E] El N M O 00 � o � <i J — ci- N M In Z a 0 vc�o u- 4-1 U O o gars �M C? LL6 �— L U ago �S l� = z Of N 8 N 01 J� cfl M z o z z U- zo w� g >ry Qry fli 00 o �¢ S< Q ¢p ww = L co a ¢. P0 o� W g 0, ZF M v m �� ¢W -Z son a2 0 m Im �� o� �W �- r� o wa }o _I¢ a 0 3 0 c Q > M 0 ai m m C9 M Liz •-- =; N a LO Q a�' o N o m *�--+ � O Ln �..i a-+ O LL -14 m p L N Q N N r o ca z E E v a w ca a 0 0 c� JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS p2 I O F_ Cl) In M 13'-0" 2 FT3GE D2 12'-0" N O LL A @ 24" O.C. MIN. O CE S6 TYP. @ 2 STORY, SEE JJ/S6 @ STEMWALL FT7G FT6 TYP. 1 1 L1 0 LO t~i BRG. WAL O O D FT8G 1 V FT11 L` J 1 FT13GE BRG. WALL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ U- STEMWALL 35 A (2) 22 A (2) FT9 D1 CJ3B C J 1 B J 9 D1 D1 FG3 D1 --�' A TYP. U.N.O. d m m r M U U 5'-0" M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE ENGINEERED CLADDING W ND PRESSURES ANDOSUUCTIONIS FORM AN ROOFOHEIGHT:5 2 f ND RSH t VIND SPEED (ULTIMATE) 140.0 MPH VIND 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] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -35.94 -49.57 I I -49.57 I -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 1 -78.58 —�\ L ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I �� I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD @1 ROOF SHEATHING: I Q SHINGLE:'/s" EXP. 1 (2Y1s) or is/32' EXP. 1 O�1'6) j I TILE: 1s32" EXP. 1 (3�116) j NOTE: I j 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED I.. I WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (Y 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=oft 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. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL a@ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 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) 314" 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" D1A. BOLTS L 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 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 3-112" 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 -1 Od 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 & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F `N/ (32) 16D SINKERS & (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 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 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 1480 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, (B) 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 1 O 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 R 2 PLY CARRIER—f (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: )/4'=1'-0" N . s o co am >4 c_s , co 0 Cn cp e" a, c i +y to c. o,. M C 1`I 0 N 44� r* I r r� �C) t 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 Am 'gaL�- E CODm o CQ ® '= °° (n ti �N0 N Q - J u. W J LL u 55 a 0W 'g c v a y 0 a vj � NN(fl O W��9)°' &L Z ILW m LO Z Q cN' N OU < v ❑❑ M � O W N O � � I V) m 1Oo c n' VJ o L� 4_j cry La! � II Oasr o UaL � � m U r- _ pEp i L V C> o )n c W 0 Q N rn m ow M O z Q g t6 E - O o E U wz z® ❑" o o¢ az o< rz L p o W trs Q zZ O Z. W �o Y � J y O } z a' �z B o so son m w � m ¢ O a� = r� O w¢ a0 ZIo- 6 U 3 0 O L co M (� LO r CV a LO Q °o CV 0 U) CN m Ln O m (� o CV N N r E z co z T - Uf E U Q JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. G I♦ 25' —OI I I I OVERHANGS OVERHANGS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND 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) O VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3ra 10 HIP -35.94 -49.57 1 -49.57 49.57 / GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 -78.58 —----�— / I. 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 I 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.G. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q SHINGLE: %s' EXP. 1 (24/6) or 1Y32" EXP. 1 (3y16) 9I TILE: t%2" EXP. 1 l�37�16} I NOTE: i 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1.732', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1 Od (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x. 120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 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 - 1 Od 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 1 585 515 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 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 - 1 Od x 1 1/2% 8-1 Od 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 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 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 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od 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 -1Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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 & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME 'W' HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d $PT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 (20)1 Od 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 1360 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, (B) 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 54" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) 2 PLY BIER f SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-13 SCALE: 14"=1'-0" e� �V c+ r CD o N. W c cvwN d+- c 0- in co c .. 10 CV S N � O � OD c c as � � •cs Cc = ,� 5 u Flu ;= � cc� c � 06. M O CV CV 0 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. M W a0 o E co e+ U 6 N to y- •/ LL7 N h J to 4 C13 C) �m� � "- J LL W u 3 a — o a 4 `m x c _ a�yy itIL W � m o 0 7 f6 N � -;s; C5 m Z LLui c . W � Mz Q aN 0 U zO U ❑ ❑ O O W co QNN O Q u4 U) I — N M v �V � LL _ L OLU to o Y V) ZD N U a LLI J P— — E 8 Ub". i!3 U < N m o w to cl-� M J z O z z Q U_ O � U Z o g p of Z o G N z ® as F� f6 o 00 oa o� CO ro s �o a �z w en C as¢ p U M. H� zI 2! m J 'M¢w <� o< �z g0 V) 3 t a z NW m az �z c9r O M v w F > d zl< ° c 0 >M Om M co L.n r N CL Lr) Q Cr 00 N U) �-m +-+ 0 _ .a--+ r*1 d' U CY) O p .Q co M o -� N N Q N r C LO 0 z co U) z E r a a U Q p JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. 6.2 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 L/180. 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 �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS I ON 8F44 1 B/1 T 8F40 11 B/1 T 8RF40 OB/1T 81`32 1 B/1T ® e FORM & GROUT SOLID o w i J r � U O #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.F.S. 0 IN 0 IN IN El 1�1 No 11ME-E. 0 ml_�_ no 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) %4"x1 a' TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR %" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE o,L SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" (D 8'-0" LL C 4'-6" LL TYPE DESIGNATION #5REBAR ATTOP MIN.(1)REQ'D ALTERNATE POWERS F=FILLED WITH GROUT/ U = UNFILLED = R RECESSED n ° CLEAR STEEL LINTEL QTY. OF #5 O ° REBAR @BOTTOM ° OF LINTEL CAVITY G C.M.U. #5REBARATTOP ¢ w °° ° MIN.(1)REQ'D 1-1/2"CLEAR D S 6 F 16- B/ 1 T Q M a°Zo ° z ° GROUT OF tNOMINAL.L a C.M.U. OE QUANTITY ° 5 REBAR AT = U)w WIDTH #5 REBAR AT a O BOTTOM OF a v, z O0 4'-6" LL TOP NOMINAL a LINTEL CAVITY rn w W v o HEIGHT -BOTTOM REINFORCING o it ci ¢ ¢ O Z 7-5/8"ACTUAL PROVIDED IN Z LL o w F 8" NOMINAL WIDTH LINTEL ¢ _' O 3: No - 00 w O - 5 REBAR AT BOTTOM AS INDICATED (VARIES) MATERIALS cif p cast lintels = 3500 psi. 2, fe prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 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. Rebar 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. 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) 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 (DM I N. 6-8" LL C L_1 13'-0" LL 5-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: %4"=1'-O" c+n iV 0 s� 'o ry O W C a a an Co 'c m w cv as ® .. inC= i .4c y CDs c y w = 3 cu cc a+ s a a' o N >Z C A � cz-� M N N y .Q J p 6 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. W �E C� c o ® 00 00 N N fp MLLLL w y - T Y d (p C (n E. O ��o W. 2� pjO' m'w IL� N Z Z O OU U W El El CDM 0 00 � o Q Inn' �" m '� M W 0 o i--J c 3 U_ U Ow V) oo C m � � A C) 0 c J E ~- a U f Z L z 'mil N M o m 4 � w w M oo z a ce o zo oQ ,� z© E U oa &C, rQ n oo o �< aw ZW co F 4o wo Ww W, io m0 s f= U om z m J > w Z- ONE 20 -Z son m Qo M ao 0w 0 O � = In � >M N � (o Ln r :3 N C- Ln _ Q Y 0 N �- m - U") ~ O U_ r-1 co CN co LO C) o N N 'Q N r ai E w CD I) o Z N Z E T B a U Q o JOB NO : 23-04906 SCALE : AS NOTED SHEET NO. 7 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 18 INCHES (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, 6OR 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 SIDES) 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 Yz 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 RAD) 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 TRI1-14. 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 1.2.4. 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. t 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 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP 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: 3. 1. 1. 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-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-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 MAYBE 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 CONTACTWITH CONCRETE N RETE 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'T 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 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 3116", 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 1557-02EQ1 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'ssystems including all risers and heads be installed 1'-0" building spray shall not within of the 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 518" 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 R318.13 - Boxed areas in concrete floors for subsequent installation of trapps, 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 Cncrete 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= +l- 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 4" 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. 1 o -o > W CL o C m C-4 c LL_ n. v_s es yr o o co ,.C�i a, a, y E s c �v_--Cc L cc a :r= 0 M CV 0 N _o C> o 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. M W vE 0 O U N ID 0 N n U) M Q 1031� M 0V L� LL i� o u LU CL Z Co °' o z we yZ. �e cur, W IL Z in�4j6' m w � M Z Y N r OU U O Z W ❑❑ ZM �-- N M O O N Q V cL M v o f6 w U O Q w g N w .o 'A , co u c W J E I O N 0 o � w cl� o Z 0 �o aN 14E Q U oLL z© H fp _ I 2° o� 00 o �¢ S< co M 17- a'. I- <om �Z -Z cn e to �y o .0 Z Z, m � �� m aw 3 no man cn S a a z cy wF ao v zl< a 3 0 Q >M OC m L co LO r :3 N Q- Lin Q Cr Y 00 N a- v) m LO O LL LL d' ce) C) m CD LO N <C 04 N r (D E � CU o z Z � E r N U' CU ECU c a U _j Q p JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. S N 3 -n LU N ml 3-1 ry 0 0 -0 rn rI C) 0 I M M CV N 0 i 0 O ra N O a E 0 c J ate' 0 0 U 9 r7 N 0 LO LO 0 0 o.- N 0 L 0 0 W cD z CD 0 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 16GAx1-1/2" 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 O O 5'0.-0" < - STUB -OUT FOR 1'-0" 0 0 9 GAS METER O o __ d• U O F O i:V = • 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. 15'4' (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 Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1!2" 6000s 1.8l1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,good panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —, FILL CELL STD. 900 HOOK BOND BEAM cn w STD. 90° CONT. #5 BAR > HOOK BAR CONT. ROM )UNDATION HIGHEST )ND BEAM DVIVV DG!'11V1 J 1 Cr SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max 4 max. A Clinch 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 1 Od nails 2x4lPlywoodlOSB web stiffener 2" min. g 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)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1-qnnlh 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 consideration. Check wall or beam below.* local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. " `"' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer 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.* Use 1 OdxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 611 A 1 2' ROUND HOLE MAY 6"=ROUND DO NOT CUT HOLES BE CUT ANYWHERE INLARGER THAN 1Y" THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1/2" I E M El E N Any 16 Joist...- 8 1-U' 1-1" 1' 2" 1-2" V 3 V-3' V-7"' V-11 "" 24' 2-9' 3-2' 3 T'";, 12 1-0°" T-1'" 1' 2" 1' 2'" 1' 3" 1' ' Z' V 2'-11'" 3 ?" 4' 2" -' 4" 9-4" 1' 1, 2,. 1, Z • " 3'-2'" 3'-101, 4-9' S, T' 64' 7-2' 20 1'-011 1'-1" 1 T2" 1' 2" 2-9' 3AY: 4'-a' 4-10" 6-11" 24 1'-0'" T-1" 1' 2" 1 3•" 2'-6' 3'--r 4' &' 6'-1f}" 7"-2 8'-4" 9=e" 10'-g' 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 1Y" 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 Bearin Location Series De th End Intermediate BCI5000e 9-1/2" 1 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 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 BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS I 5/8" 0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset En up to 3" to avoid vertical plumbinge. 3" max JOISTS OFFSET N.T.S. Jo A/C CHASE 4" PVC SLEEVE THRU STEM WALL ea Backer block (12" wide min.) Nail with 10-1 Od nails. Install tight to top flange. SLEEVE THRU STEM a SEE PLAN FOR °• ° . • • FOUNDATION INFO d.. ° STEM FOUNDATION \ Filler block. Nail with 10-1Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer 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 7- 0.6 X Joist o `depth I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN FINISH GRADE �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. �® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION t- o a -1 i 1—I I I —I � ° d " -I I1r 11 I EN • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a d d �aid d c0 Z � •�v � � ., A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE aQ . a d °f do L c d a a SEE FND. PLN. SIZE & REINF. Cn ca car to.. r _o ! Ca M CV 0 CV 0 o _ � �"',. "�' `•..) `, \nor .. i'�: �:'' � c 1 4 a _o 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 IN a V• E 0 o 0 � N o K 0 0 Q M� w N J = J u- w w n (3 0w Z_ t N N(0W LZ ZU 0w- co a Uma OLL w ❑ ❑ N (h o g Z W NN Z o Q Q 0- N V) z _ 0 0 4-1 f6 cn W o 'fit• U O N w o �y N cn U) MINr-- — E s g _ = U o w C!,U)�Q ° c coz J'z W M 2O , Y < Ui_ s? � zo o° yry z z® 9 r0 O �O <¢°� z —_�- wo W co M 7 <om O � o Z K z m� �oQz 5 in 3 a� oa z z go Wowy mw ¢ 21. I� M w o a d Z�¢ ,o c Q >M rn 12 O L (o IUD r N L0 C CT Y 0 N f 0 Li _ i-+ LL d' co C) ca C)m C) U-) N m w (0 tj o z N z E r a) m a E 0 � _0 w ¢ o c JOB NO : 23-04906 SCALE : AS NOTED SHEET NO. SN 1 O v c i a: 0 0 U J N 0 N L0 as 5 0 0 N 0 CD 0 Z_ M 0 z m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 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 v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS_\ /_ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 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 31/4" TAPCONS @ 24" O/C & .� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM -III III —III —I m . ° ° I —III—III—I 11= 9 I- D7158-CLASS G or H, or ASTM I I I=1 I I III=I I (=III= E 1 1-111-1 11=1 I =1 D 11=1 I I-111-1T_hI' ' D3161-CLASS F, IN I-1 I -I I III—� ° — — — ACCORDANCE w/ TABLE — "I=1 I —III I —III I 11=III=I 1=I I=I 11=� I' ' R905.2.6.1, FLORIDA BUILDING =III III —III III= III —I I I III -1 I i I h I III hI I CODE 7TH EDITION (2020) 8„ II i III i lI RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG 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.--/ 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 ro 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 WlAXW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE .0 M00 6 MIL VAPORI I II BARRIER I , D 4 D • 1= r COMP. SOIL. III TO 95% I I I—III=� (COMPACTED 1I— III III I —I I —I I I P MODIFIED PROCTOR —III ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. �1'4' (1 STORY) OCHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O..O DETAIL) TYPICAL WALL SECTION K�A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. PAVERS RECESS �. z ^M � 11=1�fj�=11( IIf-11�1 . t rl I I LI I —I I . •a '•. • - �—i 'III —III •.a' •..: ' 111=T 111111111 ITI 1—� SEE A/S3 OR J/S6 —'ILIj I I l It I, I I t ll 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �r 7/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 l" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ,) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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 7116" 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 10'4' (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS IF r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND � I ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH _ ELEV.-0'-31/2�� z 31/2"MIN. 31/2" MIN. , . 2x4 CONT. A.F.F. O > / b' ° I-T_=1 1� 31/2"(min.)- 4" 1/2"(min.)- 4„ c0 D a — — — —' 00I- GARAGE DEPTH VARIES - 31/2"(min. - 4" T ° • T-� (331/2 (min.) :4" 1TI= j l l` I I —1 I I-1 I I I I I=TI �1TI=1 I f� I I I T —III—III _ �_=1 11=1 I f-1 I� ITI=ITI (2) #5 CONT. 4 rr— 1 4"I I I I (2) #5 CONT. 4- I I —I IJ, 461 I r1� r8„ GARAGE SLAB AT STEP rB U.N•O. MIN• TYPICAL BEARING WALL MIN STEPGTYPICAL BEARING WALL STEP SHEARWALLrc Cc� rc_c,� SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 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. coy" ` �1-1 Qcs s�cUa M 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 d #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR cv LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" ," „" � a " 5/8' x 10 J BOLT @ 24 0/C W/ 2' X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) * 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS FIBERMESH BAR 2x P.T. PLATE WEEP SCREED INSTALLED TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° GRADE 40 MIN. F740ksiii,GRADE `, ° z #3 & #4 LAP SPLICEFINISH GRADE oo [GRADE 60 MIN. F z M D. 25" MIN. LAP 130" MIN. LAP] 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-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 r _ WWF OR FIBERMESH MONO OR STEMWALL - —i — — :°. g T = • ° ( I (I I LI �IIIIII� C) FOOTING MONO SHOWN ' I-�T=I I (I - W FOR CLARITY oO 6 MIL VAPOR BARRIER -r� I I ; ° I �I I I=� I=1I= — f=1Tf—III—III— #5 REINFORCING BAR R 1 �/8 —` 1- 11=III-111=1 I I I =III I =11 Ir r I-1T_I= r Z T' I III —I 11=�-1 I I .11 I 11 1II 1 #5 LAP SPLICE I ((=III —I -- (2) #5 CONT —III—Tf=I I I 11=T I NOTE: *FOR BEARING WALL _ COMP. SOIL. (COMPACTED TO rum µme_ W/ UPLIFT ONLY = 95% MODIFIED PROCTOR ASTM '!—II ) I1= D1557) I III . "il � � (-r 1 �_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 31/2" WWF OR FIBERMESH min.) 4" ° ° ° ° GRADE — — — — _ _ _ .° _'- tl 1 i I —I I —III —I - _ — -(1) #5 REBAR w/ OPT. — 1=III=1Ti=1 I i= I I= 11=11 I. I ]=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r +. A' a. - I I I I I I I7I L:I ` y..:.. `_• III=� 1 I' _II �1_IIII11II I -I 11=1 I ��',- -I i C=11 .•� Ell, 11- DTI I t a., . I I I' SEEA/S30RJ/S6--' -ILIII Ifl�illll 111j111 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALA� -.- ¢ a INTERIOR e a °. .°. -3 1/2" A. A• N CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. J STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 i. _ d — N TT M 6 MIL VAPOR BARRIER 4„ 4, INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" III ITI II NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM o END OF 2" x PLATE w p a —III 1=1 I II 6 p. 7TT—T 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10„ 8" 1'-4" 8" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #s LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1 RECESS FOR WF FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.. D. (U.N.O.) OR FIBERMESH W 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. _ „ CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN —� TOP OF BEAM — - ° (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL , *� — — d �� I=rl III co ' BEAM SIZE & _ I 4,I a I IT CONNECTION INFO coI I I d I• • zA P.T. 1 2x4 #2 SYP P.T. FRAMING w/ PLATe I SEE A/S3/J/S6 77/16' MIN 7/16„ O.S.B. SHEATHING O.S.B. o ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 _ w SCHEDULE Q COLUMN LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL Q � y w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS 65D S.G.D. rM Cn SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 �:-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _E —INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. =' ' ON FLOOR PLAN CO SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS Z —I ) _E > w FILLED SOLID (SEE PLAN FOR _ _ ao - GRADE 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) c7 • WWF OR FIBERMESH co z a w LU o v BRICK PAVERS or SLAB PER p o • •' • • z qa — — °— — 0-0 FIN. FLR. COMMUNITY SPECS " w -FOOTING Lu \//\//\�/\/� '//�//'ice/i� • • •TION TAPERED COLUMN FRAMING, era �v 0 �r r` � W i O C.f dh0 a CIA a) E CM 0 N N O o ry? i F dy 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. p a AmF MM s`'ai8 Q � o E O CO, N Cn CO, � g ® ') - aD r 1" ,r i%i u- fn SI Q N O 2 # M �i' S J W C i f t J 52 -u u_ �- w a b r Z a c mom_ 0 O w 05 n mw q LL b�W �mp co N 0 N M ¢J J- . � U o1I W ❑0O ❑� o M N � o � ¢ s: - W N 13 0 N -- M � a N ( _ 0 O N L o w to0r C) tO� k- J E m; .. _ � z. y � V O N N N m M o � Y� z z C U_ cEoQ� zo >N 901 oz Z© oa mo so o a �� o °a o QCO �z M < m o° —m'(3) J Nm<z a 1z ¢ z N � nLL ao m o� Fa =¢ o �w ;o o� O �G = i > M 0 a� e) 2 CIO C7 (a Lid r :3 N CL Q Cr Y °o N a 'JJ^ �m J >, �--� 0 LN O Y CIO C) 04 N <C 04 E - Ij o N z � E IT—ca d U _j Q p °i JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. S3 (MONO) (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 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK ,r' ❑ ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VAIRIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. ��4 12 SEE TYPICAL WALL SECTION (TYP) 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 —� - 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" 0/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. 90" 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.) \--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING ❑ EXTERIOR ❑ a WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. 54 ❑ El ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a o e a d 8" STD. 90•HOOK 811 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 NOTES: 1U 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. 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL \ - '� o 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. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ..,: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d H e a 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. �FFA�^O'I'L 'V 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.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -C-L VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP .a iARAGE IOOR uvvn r nr�,r� 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) (2) 1 (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 t� GREATER HEADER 1 `—(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. 00 OR ;; SIMPSON HTT4 TYP. Op U.N.O, SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 54 SIMPSON SIMPSON SP4 SP2 2K STUDS @ 24" O.C. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP SEE ELEV. 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) v O/C FIELD ? a 2x TOP PLATE _ r `n 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L2x O.C. MAX. P P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN P.T.,PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSSOVIDE SEE A/S3 FOR7�\u STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. `-- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED J 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 V5/8"x10" "J" BOLT @ 24" O.C. MAX. L MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 A SIMPSON SP4 —t TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL "-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC / LINTELS f SP4 SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON f SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 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) G (9335# SPF) N. 8" :)OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. & NUT ROOF TRUSS ABOVE r 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(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. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 N I I '� o BEYOND. -PLYWOOD FASTENED TO TRUSSES rT WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o 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) 10d NAILS MASONRY-5/8"X10" 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 REV. 06.24.22 SCALE: N.T.S. N N ram• � l Uj ccC-D� N u 3 as � d15 �A c C, v a CV 6 CV c14 LO o �hr , r, q 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. H W E O M U 00 a) 0 N O 4L � �a Q c � w w co LL � � a w a Z warn E C? 0 45 NCO 0 o W o� rn rn °' m w Z n NZ a tL & N O0 v = � W pp ❑ � M � Affillm N M o � z o� ❑ � N N N z 0 4 1 O N �y N �N v L r— a sip t3 0 .2, O ¢ N m l Im a Z w cl'M .1 z Q U_ ER Zo o° Zo Z® h rti 20 Uo o E 23 �� o oQ ci7 FT, g z �w cn i° az mo Uz o 0 z m J m O ¢ } Z 3z WW �y �w z 0 g N � o� a W w W T m 10 1� Jz 3 J M wa ao •o c 0 = a) rr > 0 V a� m 0 (0 Lo r :3 N Q- Ln Q CT Y 0 N Co 0 LO 0 Y 0 M 0 O LO CD N Q N N r E LO Z° v Z N E r �, E _0 Co U r_ a � JOB NO : 23-04906 SCALE : AS NOTED SHEET NO. % SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 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- (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,�x IF >9" SEE 1O/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 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \\\ NAI ING SCHEDULE FOR SHEATHING MAX. 9" UNSUPPORTED, IF >9" SEE 1O/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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL 2 x6 P.T. SILL NOTCH L BRACE HERE BLOCKING, FASTEN WITH Zx4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED THE FIRST (4) ROWS OF TRUSSES x I 1Odx3" @ 4" O/C FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOC IN TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO INSTALLED PER MANUF. @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/(7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER KE 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 0 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 SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR AI S d TOE NAILS @ EA. •• BLOCKING • 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD THE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM T OSB SHEATHING. ATTACHED OS 1OdX3" @ 3" O/C71 CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " PL T SLOPE OF ADJACENT SCISSOR TRUSS)11 L DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od 2x4 CROSS BRACE APPROX. 8" & (2)1Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END / EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) X SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE / (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA, END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED (2)16d NAILSt W/ (2) 16d TOENAILS If If If INTO 2 x6 P.T. A E 2x4 PANEL BLOCKING @ 48" 0 G FOR 2 BLOCKING 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 wJ 3/16"x2" 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 SECTION ("2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 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 T T X-BRACING, AND TOP `' SEE STRUCTURAL CHORD BLOCKING N °° NOTES AND NAILING INFORMATION `o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS WOOD TRUSSES c° � 0 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING x 1 2° RIDGE FASTENED AT AT 24" O.C. ON TOP OF 01 BOTT. CHORD FOR 4 EOdC& (2)10d TOE) TRUSS SPANS NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT 2 2 x 4" LAMINATIONS W/ (1) ROW O (3) 2" x 4" LAMINATIONS W/ 1 ROW O " (3} 2 x 6' LAMINATIONS Wf (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/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 4 FIRST 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 51/2" 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 314 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) EXT. WALL CONK. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS IINIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 9"YA" RAIN GFF hA/GR CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" 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. EDGES AND 12"' O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL--/ I LL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS LL SECTION('9 SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA wi (4} 1/4"xl 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 @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT j z • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLGe) 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-O" S-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.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i c CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. I'I■lO ' o NOTE: ZTOP 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 L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS Wf DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od 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 T0.30'-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 o_ ti Z � W o�. �V_ 9 �C�.)� 4 C4 cv �c U3i 3 M �.�= co N Q� E M N 0 N 0 :n 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 Engineer's signature and seal. F o of O N U +♦ V 0 o a0 � a NE N ii I- r J ai &co d i 1 a W t to W R o f6 N X coo��°' all Z IL w O J 10 co Z Q ,n 0 N O C) W 13 M. N 0 o 0 � o N t/1 C1 � � c 0 +-r OLLJ o w. Ln N =3.j, C3 c F E °la aim 40 Bosom Q N M Cl>> 0 3 w Z a Y U_ ce � - o° z o a C, Q Co w� Za o� a E � N co z `g n z n m C ¢ z om ° o z m J ¢w 0<son go cn a ® m ao hk o�3 ¢ 10 m o 0 .o c © _ >M ai N m 0 n' i CID LO r :0 N Q- LO Q'C)^t_00 N V0 LO O LL LL co N m O < N N N r It E c Z Z E 1_ a c v a3 c a_U J Q J JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. S5 w d- N >xl m O Cl 0 N LO 0 -d I N M CV N 0 O -d- 0 ton C) 0 c 0 Ih O i C a E �y N E 0 x c i a 0 J f LO 0 L Jj 0 0 a 0 rn :3 0 d z CD 0 z m N SIMPSON LSTA24 STRAP w/ (8) 1 Old x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING �� (2} 1 Qd (� 6" 0. C. �� CONTINUOUS TO BOTTOM RIBBON g (2)- 2x TOP PLATE WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, � Y V.lr., L f1VVtlJ J I /"llal]CfSCU NOTE: EXTEND SHEATHING TO \L ALL 2nd FLOOR WALL ------, BOTTOM OF BEAM OR GIRDER 2"x BOT. PLATE W/ x (2) -10d @ 6" O.C. 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS BEAM/GIRDER WEEP SCREED Lu INSTALLED PER. MANUF. o ° SIMPSON HETA20 w/ (8)10dx1 1/2" J X NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSS/JOIST / 1 FLOOR TRUSSES 15/32" OSB EXPOSURE F SHEATHING w SOLID 2x U� C BLOCKING @ALL a C SHEATHING 0 EDGES (SEE OPENING SECTION X-X d C x Lu �w x E 2x STUDS w BEYOND. SEE PLAN O ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOTuj PENETRATE SURFACE MORE THANy". I I Fa- z QA 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 IL i © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w! 8d COMMON NAIL. 0 OD NAIL INTERIOR AT T' O.C. w/ 8d COMMON NAIL. I U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/8d COMMON NAIL 0 0 Iw— O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y 4 � O E w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. a 0�F-00U) y)i FO () °o" 0 @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL CO LU N w 0 0 It MEMBER IF GABLE END 0 w NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1!8". SEE PLAN BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION g 3/8" „S,� NAIL 3/8,� SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" 56 SPACING FOR ADDITIONAL INFORMATION. S 314" CJ 1/2" 1/2" SS 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. LOCATIONS SHALL BE MIN 2x4#2 FOR UNDERLAYMENT NAILS TO STUD & (8)1Od x 1 1/2" TO BAND SPF TURNED VERTICAL w/ 7116" ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 PROVIDE CONTINUOUS FLITCH PLATE TOw/(2) 12d COMPONENTS TO BE IN ACCORDANCE JOIST AT EA. STUD (8)10d NAILS TO TOENAILS EA. END. NAIL FLITCH w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/ (4) 8d NAILS 2nd FLOOR WALL TO MASONRY BELOW 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS 2"x BOT. PLATE W/ (2) Sd NAILS @ 3"O.C, SHINGLE ROOF, SHINGLES TO BE IN (2) 10d @ 6" O.G. FLOOR SYSTEM STAGGERED FOR SHEATHING ACCORDANCE w/ASTM D7158-CLASS G or VFRT�a 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, SECTION X X FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSHI - ON •� NOTES: USE BAFFLE FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4&EXTEND SIMPSONMSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO CHART ON FLOOR @ 24" O.C. BOTTOM OF RIM S6 & NAILING SCHED. PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1 st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA „ ONLY. 6 1/4" x 21/4" TITEN MASONRY WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2 ( ) BOARD PER CODE W/ 1 3/8" DRYWALL NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANSONRY T NAILS OR DRYWALL SCREWS 7" O/C SEE STRUCTURAL SOFFIT SHEET SS WALL PER STRAP CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO JOIST AT EA. STUD FFA p0/� 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY Gq�, 2-ROWS 12d NAILS O.C., 2 ROWS STAGGERED @ 12" 0/C EACH TO PLATE S.P.F. T) SIMPSON SP2ATTACHTYP. @ STUDS 1X2 NAILER 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL FACESTAG EKED 12" O/CNAILS EACH TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" 0/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A I— WOOD 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S.2x CRIPPLES w PLYWOOD SHEATHING @ SCALE: N.T.S. S6 S6 @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR I -'-I SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION LU 16" O.C. 2X S.P.F. STUDS 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 t APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER r (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD c —/ H LAYER 1/8" THICK. S4 . 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od UJ 1 Od NAILS @ INTERIOR HEADER: w _ 1 COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD INSULATION PER 8" O/C TYP. BOX HEADER ( ) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB � CHART ON FLOOR PLAN DOUBLE 2x • EXTERIOR HEADERS: (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ TYPICAL (U.N.O.) 12d TOENAILS FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 • OPENING LARGER THAN 4 FT: SPACE INTO APPROX. EQUAL AREAS. SPACER (1) 2x SILL PLATE w/ SIMPSON BLOCKS LS30 w/ (6)1Od x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT 15/32" OSB EXPOSUREI SHEATHING x PROVIDE X- BLOCKING AS REQUIRED PER D a SECTION X-X IF Lu NOT FULL HEIGHT SHEET C r/) z M G FLOOR SYST ER PLAN 0 S e 1/2" HIGH STRENGTH OR 5/8" 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 OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) _41 CORNER TRUS STRAP 2x4 RIBBONS 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS OppTF�QjO� / /N�'i BEAM SEE PLAN FOR REQUIRED "T" 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) (3) (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16' CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHARTLOOR PLAN SOLID W GROUT ONFTYPICAL "T" AND CORNER LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL FINISH „_ ,- SCALE: N.T.S. S6 SCALE: 1 1/2 0„ S6 S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) On w NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING U_ =1 EACH INSPECTION PORT AT SEE SHEATHING 2x BLOCKING HORIZON T SCHEDULE SEE DETAIL C/S6 FOR MORE INFO = ii EACH FILL CELL TYPICAL SECTION C/S3 FOR u I ADDITIONAL INFORMATION SPECS ON FLOOR @INTERVALS NOT 1x WD FURRING @ 24" O.C. o- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE EXCEEDING 10`-0" (R302.11) 2X STUDS @ 16" O/C BASEBOARD LO TO CUT BLOCK OR POUR SECTION J/S6 1/2" GYP. W.B. MIN. @ N 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT 24" O.C. W/ 2"DIA. MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY @ APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA, x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 4'to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 10'-0" R302.11 EMBEDMENT 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8"THICK. ( ) @ TENSION 2600#.) c G . ° °. SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER • SIMPSON SP1 w/ (10) 10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD ° 4 a °a FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. 2500 PSI CONCRETE MIN. TYPICAL TENSION 2600#.) 2X P.T. PLATE °. _ SLAB W/ 6x6 W1.4xW1.4 _ FLOOR TRUSS _ _ _ 50 2X P.T. PLATE 6 x 6 W1.4 X W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. _ SEE FRAMING WEEP SCREED I_I—II°. e III==I I I —I I I d° .. ; q 6x6 W1.4xW1.4 ° - III —I I I I III—III=�- PLAN INSTALLED PER MANUF. a ° WWF OR FIBERMESH _I I11=III—III—I I I I °III —I I —I 1- r ° a ° < T < "' —_ °° I �=III=I I III I I I LI_ SIMPSON HETA20 w/ 8 1Odx1 1/2" — — ° — — - T ° " FINISH GRADE = I. 2"x4" CROSS BRACE @ 48" „ OT I I=I I I= " -III=III=III=I a ° • . "° — — O0 O/C FOR THE 1 ST 2'-0" OF NAILS @ 24 O.C. INTO TRUSS I I —II ( _ ° : I —I —I I IT -III=III=I I ( I I , „III —III- STD. 90°HOOK END WALL W/ 2 10dx3" EA. BLOCKING & MIN. 4" EMBEDMENT —LI I I I = .. ° _� III- — — ° ° —) o z (3) # 5 REBAR ON 3" CHAIR O @ a A. III —III_ (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK I; —III— W/3' MIN. CLEARANCE 4' 1-8 T. I I� III —III —III —III —III I I -III U11 I I - -(3) #5 CONT. ON 3" �I I 'd —ITYP 2-STORY WALL SECTION sEEDETAIL2/D2FOR $ "'—�i 8 "' "' 8„CHAIRW/3"MIN. III MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4"8I REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION. R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O° S6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4°=1'-0" ry SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. 0 .o O > W LV of s o =.;m N .G ar to d 6 GT v x*a i9 ai o � o ca av � sa M CV 0 N N 0 U-> 0 -0,P�b• i I- 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. M W O E U MEN yy V ®/p� C_DN go Yy•� tI) � r � � J Q N C J � w Z0 z 0 wI°o W0n�O^j6' ALz LLW L0 M Z m w - V N O U _ o0 z ❑ ❑ CD M N P90 o z o eC v) - N M a Cz v(D �4--J_ 0 w coC U 0 U, o U in— 8 _ d ElmU p N <Cc 0 N O) O Milo o M a0 �y z Z Q i c G mza . <R sa ® � U o� z ze ❑a H !O 1O 00 a E �0 a °z c�P r0 a °z a z w z c3 ¢z .0 mo ZF m J n z 4 � oONE �m �o Co 2< K az mw ® m 0 = M 0 c C:) g—J.— T > (y 0 ca 0 (o LO T :3 N a LO Cr N n U W J a, m LO L U M C:) m O c) L LO v, LO 0 Z jai Z E E t 0 T c`o @ E U zs M Q p c c JOB NO : 23-04906 SCALE : AS NOTED SHEET NO. S6 (MONO) 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 \ 61 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 4" AND 2" 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 SYP CUT TO FIT 4RS IN WALL 2x12 SYP BBEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION L/ATTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/" XAND NAIOED TODOOR WTIH GLUE FOR STRAP2x4 PT INTO (SIMPSON MTS12 w/ TAPCONS @M . 32" O.C. AT STRINGER CONTACT POINTS \ NAILS) x 1 1/2" ATTACOF STAIR TO CONC. WALL E�q' X NAINTS 1x4LED GLUED 2 4" TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER (I EW "A" SECTION VIEW "B" G - 1-- SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ` SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER _\ TOP OF 6, �j� STRINGER E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE — STRINGER CONTACT POINTS MALL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED ZZa" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL -----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-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 NAILEE DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT 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: 4' = 1'-0" 2x4 PT NOTCHED INTO t STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOTTOUCH STRINGERS X GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: 4' = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYW( ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOTSHOWN TREAD 1x4 GLUED AND NAILED TO STRINGER ^2x4 DRAFT STOP -2x8 SYP DRYWALL STOP 11�� MUST NOT TOUCH STRINGERS G —2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER—` OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING ❑ 2X8 BLOCKING _ FOR NEWEL POST TO ANCHOR TO. -(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST b�� OR 1 4"X16" LVL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND FLOOR ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" NEWEL POST BLOCKING SECTION VIEW STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" e� eat 0 t+.t; CD Y t o 69 C cc _ m x LA-c'. y c es o C. xv CL �« Ju tj j d c r� ve ea. �a E v4 0 � G C14 CV (Z> CV C'V O CZ)Y • lei m � h , 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. M W a a E M 0 I' V 00 0 C) N (DO a,Co V) S �C'40 Q 4 LL CLL j LL a z_ 0 _ w — ° a o13z Oi = '� INCO W �O'1 m Z IL w - N 0 Q N U o zO W 177111 QD M N M o� Z W NN O —o N v) M z a 0 0 LL _ co L O U e„ jg� U o C `o m /� � oCD J z w M � � z z LL g O @ C1 g0 -1 z Qo Z® oa rag — 0o o. Ec"D o &¢ Qz wZ � L wo �� Vi fu CY C az m0 o� z z m � -' mm �� aw �Z oLL � z Qo � �.� o a �w W o o wF 0 .o o 3 zla 0 c O 4 >M O ai rn cm m co LID r :3 N Ln Q Cr U 0 N U) m Ln �•i O O ILL O N 0) m O N N N r E � `� L Z f6 � tq z E r �' 0f c E a U Q p � JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. ST W I r N �I m r- C. 01 0 r� �1 rn LO �I 0 0 + M N LO N i 5 0 0 a 0 a 110 i 0 a Q E 0 L 0 C J aa_ 0 -9 zz N O N tt 0 0 a N 0 LO :j 0 d Z M 0 0 m 0 N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER _� TO PRODUCT P.T.O PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16" 0 X 3"' LONG FURRING �� FURRING 3-114 LONG X 3116 >0 �'-; �;''� FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 TAPCON, INTO �� TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH n 1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" TO PRODUCT 2 EDGE DIST. ( ) APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRIN+ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"o.c. 1-11A11 n�Tnn BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" 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) 7/16" OSB 2 x 8 BRACE/ BLKG. 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—( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX q SOLID BLKG. AT TOP BTWN. q ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH ;F 1/4" x 3 1/4" TAPCON (1 1/4" MIN. � 1/4" MAX EMBEDMENT INTO K.) 2'-0" 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 PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END 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 ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.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" EQUAL 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 PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (l 71 ±5A 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 21/4" 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'YV 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 --J IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS i r. r LFILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION DO NOT DO THIS rR rHE S f #5 REBAR (TYP,) 00 TD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.G./ 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. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE r STRUCTURAL SOFFIT S FO q 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09-23.2021 > V-4", INSTALL MID SPAN BLOCKING PER r , THE SOFFIT FL PA INSTALLATION CRITERIA ` *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* r . 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 MAY BE 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 6"-0"" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIPIf 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 o ° D REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED DINT. DO NOT FURROW. L J SEALANT I I I f�l1T1= * PRESS PANEL REINFORCING INTO PLACE. g' _I_11 I=11= Z_ 6 MIN. LAP SPLICE W/ D II _III- * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL E REINFORCING PANEL R N —III I-- ITI SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADEr- (- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z .' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r D 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 \ D (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) 1) 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 MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2k + + 4FNQry + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL 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 jPRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS 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: 3r•+ - r -v CI=G QI-IGGT fl7 AAIr) z 0 Q 0 W U I- 0 @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. Id WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & 4 1/4"x2 3/4" O TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. tr 4FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •e OVERHAN e' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" NISH ° ° #5 BAR ° . e' e p j0" P ° CENTERED W/ to H IN TOP o ° KNOCKOUT/ N CHAIR BLOCK MONO FOOTIN G - a SIZE AND REINF. PER PLAN AND SECTION DETAILS e CLEAN FILL DIRT d Z °• ° STANDARD o i 90° HOOK iv #5 BAR IN FILLED CELL, s� STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS 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 im um.r_i u" nn�"n 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. c� e= 0 h. d� O 5 . o C N ;-amX C L.L O- H �N N e c .:� o'er c d � 3 .cc co D W 0 CD W G-'fl C E C. o a. o ' M CV O N CV 0 Ln o .(Z�+. 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. Em W vE I♦ o a (0% N� 0 co W 11-N 22 M0 N VLL Q S � J � J SZ W 0 J W d —a a x 0 0 Z m c 3: i @NCO , W ogr` o W °' °' m W Z ° IL IL Q� Z N OU < O W p� z N M o g z o � Z � N M a W Y U O W o N w U f— — E — 3 yo„... S w � U o N In m It M J r W z n {1 12 0 ca U zo os Zo z® I— cB o E 0 g 0� 0 o pU L o K zm� y .o¢w z, <� �Z S 3 oa go a O 3 00 w g <o �w S o� �3= o m w-. =, ;o aF 4- 05- 0 i 2O 0 = > (n O I °' m 0 (10 Lo r :3 N Ln Q U' N CL U) >, N 111— +-m t� Ln LL m M O O °° o LO N Q N N r E rn LO z° z —I N E T_ w cis [l o U J Q J JOB NO : 23-04906 SCALE : AS NOTED SHEET NO. SS 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 PLAN FOR SIZE & BASE CONNECTION SEE "'TTPLAN 2 I EXTEND A SLAB 1 1/2" — — — — — — — — — — — — — - G.T. I (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE -1 4r� s #3 STIRRUPS AT 4'-0" I � , TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD PORCH SLA7 WHEN DEPTH B SEE FOUNDATION PLAN EXCEEDS 30" SPAN FROM EXCEEDING ACK GRADE MAX 24" SPAN (EITHER USSES 7\G f SIDE OR BOTH IF REQ'D) 7 - •. ` f CONTINUOUS LATERAL BRACING- - - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WE 4 1'- " r✓nR Winn inlr CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 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. D6 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE , DIRECTION TYP. -LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN .. SLAB 1 1/2" (2) #5's CONT. T&B w/ - #3 STIRRUPS AT 4'-0" a WHEN DEPTH EXCEEDS 30 GRADE 777 _ z iv V-4" PORCH SILL �15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" y _ -i IL - - 4" U)i z • - a - PORCH SLAB SEE a N IIi�n " L , FOUNDATION PLAN w (n2 z _- W -3(2) #5's CONT. T&B w/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN(17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 1 Od 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 MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY z O Q w w w w U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON REQ'D @ MID I I I ASONRY T. 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 MAX 3 SOLID. SEE ELEV. I COURSE FOR BASE SIZE (3) #5's EA. WAY 8 SLAB PORCH SLAB SEE -gL . FOUNDATION PLAN -- LEVEL (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT • ° r MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4 -0 ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 1Od NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 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 HUC410 w! (14) 0 PT 10 N A I SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE —r— ROOF PLAN FOR MORE INFO - SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. — 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO i11-]T 1 it A 1 i� SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 1Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR o TOP OF BEAM SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S SCALE: N.T.S. `./ BM. SPLICE OVER CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od 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) 1 Od • 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 -0 %2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT, STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a 4 d. GARAGE OR ,- LOWER SLAB SEE PLAN ' COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WAI Y6EE PLAN — MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ Y8" EPDXY ANCHOR OR J-BOLT OR %2` TITEN HD 2„ ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT e 4'.X 4 d 4. 4 � �Q 4 v d MAIN HOUSE V 4 d 4 SLAB . . d' (2) #5's CONT. T&B w/ #3 STIRRUPS AT e a 4'-0" WHEN DEPTH a d EXCEEDS 30" 8 4. 4 a a SECTION GARAGE MONO 21 SCALE: N.T.S. 4WD 0 cv ..- U 'i c m G� N _-0= .. - LL- N M C% L fAy gg -lC1V �O Q ✓� N � $ti M d! , _ M® �� a e o aCj M N 0 N N 0 0 Z 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. W -,0 E = 8 � W N C n N U)1-�� ei M am' Q M d L LL U_ to , w w a — a _ ca q Z 1 2_ o 4 Y �S IW N W og�� W LO _ Z NZ m w Q aLL OU z v W �❑ z N f7 00 z N Q Q ck- N C) V) z a) a LU L o Ln N cn .U) v �E r z Z £ � U o � C v7 Q LO 0 N oilIm o � M M y ¢ Z � o w z Q U_ EU ' oa z f— RS �E C.0 M o U �oLq 00 � U .z<Z z c M m � J ¢z U �o mo o z F <w Z ¢"z o a Z. 50 W V�J a m LL= a mF �w =.0 c� J o CID w ;o a= R . o3 O > ('7 rr O Mt N m M ro CID Ln t— :3 N n- Ln _ Q � o N U) 2 J m }+ o L ^ _ �--+ LL O co CN m o Ln N Q N NIt T C rn LO z t6 Z E T E co v Q. U J Q pm J JOB NO: 23-04906 SCALE: AS NOTED SHEET NO. D1 (MONO) I (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED 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). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN ,. I I i EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7116") VERIFY W/ PLAN 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. 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 .o. o .a. .a .A..o .o. a. •o. •o. TYP.11 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. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" EMBEDMENT PAST STEP. LSPF E PLATE 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 ~I B • O INTERIOR HEADER „ AT 16 O.C. U.N.O. 2 2 HEADER x G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN S EXTERIOR HEADERS E F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE o`.o 4TYP'sr-(�) Lao BASE PLATE o°u W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" r.o.`u• 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 r5 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/TOENAILS. OPENING 12dLL (2x WIDTH 4 FEET). IF OPENING SI2) LARGER THAN 4 ft (2)(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 ��" l FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r� SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL G BELOW AND ALT. BLOCKING INFO O A 7T a 1. APPLY SUB LO FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE /(CA�)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 R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 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 SIMPSON SP4 w/ (6) 10d x 1 112" (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"O.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, ,r" 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 r:: � `. FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �10 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 SIE 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. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) I (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 SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT (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 I SYP U.N.O. 2 x CONT. T & B ./ SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW 2 STORY COL. GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C A<�rFN qT O2 F�B-M TOA PROVIDE 2x4 ON 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 J 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (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 SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) 0 °.0 °•o 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. sea sv Z o � d > W o v $ rn o �d Nfn mCM �� .q d o Cj 3 cc U y ' C= � .T A o 0 N N 6 C s G` _ / 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 beadng Engineer's signature and seal. N W �E a � o I' o L 0 oo a) �rr� C LL LL V J LLI 13'n QM y V ik LL 2 Lmo zo W °0 1 m J IL c- =' M C" " � 2 co C7 Z Q ZN OU 0 Cl) W ❑❑ Z N o �o � N Q oQ a. n M N z 0 o LL .1 VJ 1 V W U OLr, o r,) c.a LLJ � oil V `"• ° I = wm U 'o N Q [O Y N O� O M M J y ¢ m rt W z Q Z t? E ca =o g O O ,� 4 N Z0 H riS go 00 E o o o ow aw '2 Z U.)Z C m � J as Y Nm 0 � <W OF � z ooI g a W� y LL Wo � o= =~ J o J w� >� a �O 0 = N >(o Om ca 0 LID T N Li) Qoo N 0— CO 04 C° {-+ o Ln 4-1 LL m N O) 0 Q T N N N Ecoo N o Z w T a) E c d U _j Q 0 JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. D 2 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 BUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK 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 INSTRUXTI( 1. Cut, fold up & temporarily secure 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING e SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UR WALL BY 6 IN. EXTERIOR SHEATHING -y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o 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 rvyonllvv SELF -ADHERED FLASHING DECK JOIST WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI£ UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING r L/"�JI IIIVV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 81, CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 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 SELF -ADHERED FLASHING 1 O 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM 0 1'4' PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z g 0Y w d U) (0 w U w rr w 0 DOOR ROUGH OPENING WINDOW UNIT SLOPE 0.3 in: 12.0 in R703.1 General. Exterior wails shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 EXTERIOR 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 FLASHING REQUIREMENTS 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. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O 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 1 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 & HEAD 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 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 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. 1 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. 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 gutters, :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 �kr PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 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 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. COMBINE'* Cement Plaster in accordance with ASTMC926 over wood 2nd floor s 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7116" 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 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 Note: II The building paper and metal lath must be Cement installed over the top of the weep screed. T - - Plaster A TACKER ROD over block 1 st floor FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 C R+J =3 a ae o -n va w a >✓ i/f Qf O CO � Qf g� C a U - C >b c E. m E v M 0 CV cell 0 LO 0 r ,r N, it To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da 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. 0 W a v E o o U N 6 p � N n 0 .,-C9 N fA CO I- r. o 4 Z M 0 W N WJ C -r W W Ji� o_ - O Ci Y - D� Z W13 in�°-'a' W ILJ M u, NZ co J a N U U O W ❑0 V M N M _ � O � o n- N N - M � tB 0 (� W � J� 0, w o � N agoale J E t V w � z• 1�1Y N O� r° o w M z o Z Z Z® E U w° oa F 10 Mg ?o o E O 0 o rZ Qo wz �J ru 6 m 0 ZK 0 m ¢z o� no V? oLL az O � xr �LL 3 S 0 c C y >M O 6 as fa ra (9 i} 0 C0 L0 r : N 0- LO ,Q � o J N �1 u_ � U) 0 m LO a-+ 0 LIL.�--+ U M O m CD CD � Q N T 6 w rn (0 o Z M ` ' N Z E T 2 c U E .� Q p JOB NO : 23-04906 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gaifgeil 4-1?'2'x+1;'2" x2-12* Tfi Sack Cross Support {May be cut to 4N) See Anchor Schedule Right arat kart (16 Gauge) Bolts 112" Dia. A32S t aIv. ITY PJ #14 5elf-Dril ling; Screws AX UNt Bottum Edge Hurricarte Strap (Typical: 3 in front) V+lashei�s Front Cross Support Self-Lxkirig tests il1'iay be cut to III Left Brtddot (16 Gauge) #14 Self-DrAtrig ScrevisThru Brackets 4 BackCross Support Into A/C.Unit $cCCDm Side (Typricalt 3 each side for hurriearie ase) SPt L 11ra1-WiriLl. n%trvet3rals arc pnrvartasi with c 1 1-6asious. A. Riau t - I Aalim appt,+yr5n� i nrwln9aVA1121dic uparr teallstat � s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget all 1Pit s120z1 -r Code Entity a R43 Dal. Date Painting PM Type Version Marlufaciurer cribact Enatneer&Llcanso Validated By Validated Submitted FBCApproval A0901.d Status Affiimatlan 2020 Smart Vent Products Inc. Michael Graham Hermes F. Nara P.E. Locke Soudan P.E. 12M612020 12flem20 12J2&2020 Approved Category: Structural Components (B77)441-a368 PE-737iB (334)300-1600 Subcategory: Products. ntroducedasa Result of Infoasmadvent.com Naw Technology Compliance Method: Evaluation Report from a Florida Registered Architect cra Licensod 11.0. Professional Engineer - PL#5322•RB Prudud. Quality Assurance Approvegfor Use Approved for Use Impact Destoln a--# )soduct Modes. Number 1Name Product Description C�ntrac E%oi at gn Dale fn HVHZ Dulside HVHZ )assistant Pressure 1 BrnaHVent Motlel#1540510 Dual Function Flood and:J-Hation Vent 12r312023 Yes Yes NIA F100F100 2 SmadVeni Model#1540-511 Dual Fund. Flood and WnHegon Vent 12/312023 Yes Yes NIA +10oFloo. 3 SmartVam Model #1 540�520 Insulated Flood Vent 12J3112023 Yes Yas WA +100Ft00- 4 SmartVeiit Model#1540-521 Insulated Flood Vent 12(312023 Yes. Yes NIA +1 o0F100 5 SmsrtVent Model 41540-524 16&quit; Garage Door Foal Vent 12r312023 Yes Yes WA NIA 6 SmartVent Model#1540570 Woad Wall Insulated Flood Vent 1)31)2022, Yes Yas N/A -10DF100. 7 SmartVent Model#1544574 14.5&quota Garage Door Flood Vent 12M12023. Yes Yes WA MiA Florida Department of Business & Professional Regulation Pagel ern Building Codes and Standards 111411001 Product Approval Application Detail CCode Entity , �7 D -� Data Data Pending Dare Tv Version M.-Norturer Contact Engineer&License Validated IW valihitan Submitted FBC Anoroyal A-.. status Revision 2020 Drexel Mariana, Inc. Jason Shumate .Zachary R. Priest Looks Bovdeo P.E. 0a710/2020 08f0912020 Oa2012020 10l132020 Approved Category: Roofing (5o2i 303-1511 PE-74021 (334)300-18D0 Subcategory: Metal Roofing )shu-biClirexmet.win Compliance Method: Evaluation Report from a Rodtla Register d An hae A .v a Lcensed Floritle Prolessfonal Engineer F t2C17Br9•Ra products QuallIVAssurance Approved for Use Aneroved for Use Impact Desl It ProducPModel Number air Name PraduM Desodixtim Contract Expiration Data In HVHZ Outside HVHZ a tant pro... 1 OraxelMetel Rgafing Systems 0141-10014S, OMC 15055,DMC'178S, DMC204S, 12f3f(2025 Yes No NfA +0/-180. GMC 5V Florida Department of Business & Professional Regulation F.p2o 4 Building Codes and Standards 3/a2923 Product Approval Application Detail ��:'. _.s $`� ,,�, � `�ih,M:'h` ��.. .. ', .,� ,: f.. wt�..�x.^rw V .f"-� �;. r. s,' _'-�.. `� € 3b �. 1"✓�, `?F fS"sm,'�i 'n:. `i-u-`� ��s'� �f �...4;''✓�i!��.°'�.?i �'..:L�k:.'3,_nr, _. '� x�,Y�''Hn�raf ._� a -..y..r �'Y,:i,"�,#''kr�k�.,.-.f. -; -.. ., <.. _. ._ i�f.�''5�..'.�,wtk�A�+Y_�}�"S,.t%'�e....,x.?�'< i - cod_ Entity or Data Date Data Pending JData Legg, Varslon Manufadtumr Contact Enomeer'& License Validated By V-liadahad Butimitted F13C Aooroyal Aoomvetl status Revision V020 Therma-Tru Corporation Steve Jis"mon Lyndon F. Schmidt. P,E. Ryan J. King, P. E. 0411 W2021 12GIf2020 0412M021 061082021 Approved Category:: E%tenor Doors 1800) 843-7826 PE 43409 (8131767-8555 Subcategory: SVlnglng Exterior Door Assemblies slaspemon6thermahlic: Compliance Method: Evaluation Report from a om Florida Registered Architectbr a Licensed Florida Professional Engineer FI-00468-R5'Products. QualinrA Approved far Use Approved for Use impact Disgri a.- It Rodud Model. Number. or Name Product DeacrloHgn Contract Eirplratlon Date in HVHZ Outside HVHZ Reslsfam Pres.- 1 e.There-Tru Fra-Cisssie and Srrloeth-Ste, Nominal 6'88quotlmpad8quot; Opaque 12/812026 No Yes Yes NIA Composite Edge Flberglass Skigte Door f lnswinglOutswing: X configuration) 2 b. Thera-Tru Fiber -Classic and Smooth -Star Nvninel 6&035 a &quart lmpaet&quot: Op. qua 12/312026 No Yes Yes WA Composite Edge Flaergiass Single Dca,in $1d,11 (s) (11"WhofOuisxing: XO, OX of OXO configurations) 3 c.Therma-Tru fiber -Classic and Smooth -Star Nominal 0&#3986quotlmtact"uol; Opaque 12rJ1r2026 No Yes Yes N(A Compacts Edge Fiberglass Double Door'wkh or v,111hart Sidelines tlnswinglOut5wing XX or OXXO configumtlons) 4 d. Thamia.TYu Firer -Classic sad Sna-11 Star Nanlnel 8'0&quot:impad&qupL Opaque 127312026 M. Yes Yes N/A Composite Ede Fiberglass Single poor amp 9 9 g t Inswingr0 l Ing, X cmfigurstioni Ca isa t- 5 e. Thera-Tru Flher..I ss and Smogh star Nominal 8a#39;D &qua;lmpaa&quit: Opaque t= 12025 2!3 D. M. o Yes Yes NIA Cwposlte Edg Rb r9I Sngle Dp ilh Sid Ilte(s) tal R)utsmm9 XO OXprOXO 9 acinfigurelon.1 6 fTherma-T}u Fiber -Classic and Smooth -Star Nominal88#39U&quotimpad&quot Opaque 12G1/2026 Me Yes Yes WA Composite Edge Fiberglass Double D9craith or y4th,l t Sldeitss (Ins'.vinglOutsMtng: XX or OXXO configurations) 7 g. 7heir-7N Rlb-Cbssic and Smoom-Mar Nanlnal 6'8 &quot:lmpsct&quot Glued 12/312026 Na Yes Yes WA Composite Edge Flbergiass Single Dow (hsalrg1OUl.wing; X e 11gui8hon) 8 h. Therma-Tru Fiher Classic and Smooth -Star Nanlnal 6&#39.8 "lmpacMquol; Glazed 12/312026 tic Yes Yes N/A. Composite Edge Fiberglass Single Doorvkh Sidelie(s) (lnswing/Gulsrving: XO. OX W OXO configuration ) 9 I. Themna-Tru Fiber-Classlc and Smooth -Star Nominal 68#39,88qurn;hmpac[&qupt Glazed 121312026 No Yes Yes WA C r asps Edge e Fiberglass Double Doav Yh or arTx g Without Sid Iltes In -In lout n 'X or OXXO e I 9 9. X ccnng uratlons 19 I-Therme`Tlg.F barvL7ess1c and Smooth -Star MgYtlnai 8&#3a.0 &qud;knpacl&qud;Glazed 12/3112026 No yes Yes N/A Composite Edge Fiberglass Single Door (Inswing/Cons'# 09; X=11gunshon) 11 kTherma-Tru Fiher-cessicand Smoot) -Star N Inala&#3s0&quctrmp t&quotcleied 12f31R0Z6 No Yes Yes MIA. Composite Edge Flberglass Single Doorwith Sldellielsl(I nng/Outsning-XD DXor OXO cm9guratl ) 12 I. Therma-Tru Fiber-Ciessto and Smooth -Star Nominal 88#38,0&qum;lnnqaet&quoL Glazed 121t1/2(126 No Yes Yes N/A Composite Etlge Fiberglass Double Do-Ith or w th out Edelbas tin I0ng/Outsanng; XX or OXXO cmfigurallons) 13 m Thera T)u F h FClaseic and Smooth Star NaNnsi 6&#39 8 aqud;lfnped&quct: Glazed 121312026 Me Yes Yes NIA Molded Open Composxa Edge Fiberglass Single Door (InawmgODut wl 9; X configivistiono 14 n Thsra Tru F'b -Classic and Smooth -Star Nominal 6&#39,8 aqud;hripad&rruob Glazed 12/312026 no Yes Yes NIA Molded Open Composite Edge Fiberglass Single Door with Glazed Molded Open Sideliteiel (Ns4+ng/Out g, XC;OX DXO fig.-d"15 o. Therms-Tru Fiber -Classic and Smooth -Scat Nominal 6&#398&xpoOmpat&quot Glazed 12r312026 No Yes Yes NIA Molded Open ComposnaEdge Fiberglass Double Door with orwithout Glazed Molded Open Sidentes {Ihswing70uts ting XX"CgO(O canfiguretims) 16 p. Tharma-Tru Fiher Classic add Smooth -Star 14-Ima16&#3D:8&gUot:lmpacl&quot: Opaque 12MI12026 No Yes Yes N/A Composite Edge Fiberglas Single Doawith Molded Open Sldelltets) Tnsuingroutsuing; X0, oX or OXO configurations) 17 -Them- re FI - I sic: d - - q aT per Cas an Smooth Star Nominal 1&quot Opaque J 12026 12J32 No Yes Yes N IA. Composite Edge Rbergam Double Doer V,ith'or with out Glued Molded Open S delites (InsaingloutsVing' XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget oft IFfmi C9g9 Entity get I Data Date Pendlna Date Lille Version Manufactumr Contact End-L Liciance Validated BY V laldotad submitted FBC Approval Atrium, Status Revision 2020 POTlndustries Jens Roso%-,*i Miami -Dade. BCCO -CER Mlamf-Dede BCCO-VAL 1111g12020 10262020 VQQ2020 Approved Category: Exrencr.Ooas (041) 486-0100 (r86}315-2590 Subcategory: Sliding Exterior Door Assemblies Irosowskl@pgfindustres.c Campllande Mathad: Cenifcalfon Me rk:or Listing oil PL#251-R39 Pradupfs Quality Assurance Approved for Use Approved fpr Use Impact Design Sea# Pratluct Modal Numbarar Nama Product Desalotlon Comract Expiration Data In HVHZ 4ulsldg XVXZ Rasis[aM Pressure 9 SGD-557o (Large MI.1e Impbd) vinyl Sliding Glass Door 04/142021 Yes Yes Yes N/A March 6, 2023 PRODUCT APPF%`% 03" V A L ZA2 S"PEt"NFICATI Amu" N SHEET(2023) As required by Florida da Statute 553.842 d Florida) r p P Administrative Code 9B 72 lease roVde the informaon anapp tid roIiral numbers on the buildingcomponents listed below if `7 they will he utilized on the construction project for which you are applying for a Category/Subcategory Manufa cturer Product Description Approval Number(s) Test Pressures Exp. date 1. EXTERIOR DOORS IFIber-Classic 112/31/2026 A. SWINGING Therm aTru andSmooth-Star (NON -IMPACT) FL20451x1 +57,0f-57.0 psf TharmaTruFiber-Classic and m ot^�tar (IMPACT) FL20468 +67.0/-67.0psf 12i112425 Therm aTru Fiber -Classic and Smooth -;star (IMPACT) FL20470 +80,0%80.0 psf 12/31/2026 E. SLIDING MI Windows and Doors Series 420 FL15332A - FL15332.5 +40.01-4 .0 psf 12/31/2024 PGT Series 5570 NOA 21-0205. 03 +38, 7/-3 t7 psf 4/ 14/202# Pella Corporation FL254£ C. SEC11ONAL Mayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35,O psf 12/31/202 Wayne -Dalton Series 8DOO/ 100/8200 #1123 (151 7) FL18248,10 +30.01-33, psf 12/31/2023 Wa ne-Dalton y Series 8000/8100/8200 #1124 15:X7 � � FL8248,11 +34.4/®38,3 sf p 12/31/2023 D. METAL LOUVERED DRS D Curries Di�,ision of AA tar Inc 7 7,7 7 747 and 847 Single Pairs of 507 r 0 , l& Pif D 2 f f g . FL115371 N/A (see inst sht � 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +80.0/-60.0 psf 110/8/202 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11205 +35r01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL15503 +60.0/-50.0 psf 61 2/02 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.0/-5520 psf 2/15/2024 Pella Corporation Series 10/20 FL11181 +30.0/-300 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI 'Wines and Doors Series 185 FL15349.1 +50.0/-80.0 psf 4/3/2023 PGT Series 55 0 FL243.5 N/A 4/30/2025 Pella Corporation rP Series 10/20 FL554 +50.0/-500 psf 7/15/024 Pally Corporation 10 series Flange Fixed FL15 280 N/A 5/2512031 D. MULLION o MI Windows, and Doors Series 57�64 FL15353,2 N/A 12/31/2-024 PGT Series 5500 FL251 a.1 NIA 5/25/2026 E, OTHER 3. PANEL 'lIM ALL A. SIDING James Hardie Building Prod, Cem plank Lap Siding and HardiePlank Lap Siding FL13192=1 - FL13192.2 N/A 12/31/2023 S. SOFFITS Alside Solid and Vented Vinyl Soft FL15272,1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL15544 R5 +54,2/-54.2 psf 7/30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2025 8, iJNDERLAYMENTS Tam ko for Shingle Roo { 9 151b Felt llnderla rent y FL12328 NIA 6/29/2023 Plyglass USAF Inc. (for Tile Rood POLYS11CK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D,. ROOF VENTILATORS Thompson Comp, o s Arch Metal p Oft Ridge Vents rig FL15918,1 - FL15918.4 N/A 9/9/2025 Florida Metal Products, Inc Vent RV 10 FL21580.3 (A 12/31/2024 Lomanco Inc DA4 Exalhust Vent FL17202A +97..5/-97 5 ryrrrisf 1- 12/10/2025 E. ROOFING TILES Eoral Tile Villa 900 FL7849.27 - FL7949.23 NIA 12/31/2025 E oral Tile Saxony 900 FL7849.15 - FL7849.20 NIA 12/31/2025 F. FETAL ROOF Drexel Metals, Inc, DMC 100NSf DMC 150SST DMC 175Sf DMC 200S, DMC 5V FL17679,1 +Oi-180 12/31/2025 5. SHUTTERS �� , STORM PANELS Products Global Protection rod P Galvanized Steel Storm Panels 1 FL15076 5075a2 . - FL 1 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17859.1 NIA 12/31/2023 fat. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USPI Structural Conn. see chart Simpson Strong -Tie see chart E. TRUSS PLATES tTW BuildingComponents P Alrr�nr��iine Truss Plates 1 FL1 99A ar FL1 99.4 9 9 NIA 1.2/31/2024 MiTek Industries, inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board LVLf PSLf LSL FL6527.1 - FL5527Z NIA 10131/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels. NOA 20-0630.15 NIA 9/11/202 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business& Professional Regulation pages of Building Codes and Standards V2&022 Product Approval Application Detail Code Entity or Data Date Date Perid no 1 T e Veneton Manufacturer Gantc Engineer&License ValidateBy Validated Submitted FBC Approval Approved Sta s Revision 2020 Therma Tru Corporation Steve Jaspwson LyndonF. Schmidt RE. Ryan J. King; P.E. 0723/2020 07/1212020 0729/2020 1011312020 Approved Ca tagory:-Exterior Dooms (800) 843-7628 PE-43409 '(813) 7frrZ555 SubCatagory: Swinging Exterior Door Assembles sJaspambm@thennahu.co FLR20410-R3 Products Sag 0 Prod uo Model. Number or Name 1 a. Tharma-Tru Flier -Classic and Smooth •Star 2 b.Therma-Tru Fiber -Classic and Smooth -Star 3 c 7Nor,ma-Tin Fiber Classic and Smooth -Star 4 d. Therma-Tru Fber-Classlc and Smooth -Star 5 e. Tharma-Tru Fiber -Classic and 8-tfl-Star 6 f. Therma•Tru Fiber-Classicand Smooth -Star 7 g. Therma-Tru Fiber-Classlc and Smooth-Smr 8 In, Therma-Tru Fber-Classic and Smooth -Star g 1. Therma-Tru Fiber Ciessiq and Smooth -Star iD I Therma-Tru Fiber Classic and Smooth -Star 11 k Therma-Tru Fiber-Ctassic and SmoothStar 12 I, Therrini Fiber-Clasao and Smooth -Star 13 m, Therma-Tru Fiber-ClassC and Smicath-Star t4 in. Therma-Tru Fiber -Classic and Smnoth-Star 15 o. Therma-Tru Fiber -Classic and Shio xth-Star 1S p, Therma-Tru Fiber-Classio and Smooth -Star 17 q Therma''-Tm Fiber•Ctassic and Smooth -Star 18 r.Therma-Tru Fiber -Classic and Smooth -Star 19 a Therma-Tru Fiber -Classic and: Smooth -Star 20 t Therma-Tru Fiber -Classic and SmocthStar 21 u. Tharma-Tin Fiber -Classic and Smooth -Star 22 v. Th-si Iry Fiber-Classicand Smooih-Star 23 w. Therma-Tru Fiber -Classic and Smooth -star 24 x- Therma-Tru Fiber -Classic and Smooth -Star 25 y_Therme-Tru Fiher-Classic and Smooth -Star 26 z. Themna-Tru Flber-Clansle and Smooth-Shir 27 za. Therma-Tru F1er-Clessro and SmoothSfar 28 alb. Therma-Tru Fiber-Clessic and Smooth -Star Quality Assurance Aromvedfor Use Aoorovedforuse et Deelian Product Description Contract Expiration Date In HVHZ Outside HYHZ Resistant Pressure Nominal 6&9398&quotlmpact&quot Opaque 12/3112022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door ll H.Wng1O.hs iN; X configuration) Nominal 6&#398&quotlmpact&quot Opaque 12)3112022 Yes Yas. Yes NIA Composite Edge Fiberglass Single 600rWth Sldelite(s)(InsvnnglCutsvwng XO, OX or OXO o"'I uraticns 9 ) Nominal6&#39,5 &quotlmpaot&qugC Opaque 12)31 f2022 Yes Yes Yes NIA^1 Composite'Edge Fiberglass Double boor With or without Sidelines (InssinglOutsVaing; XX or OXXO ir1 canPlguratlOin Nominal 8&93RO &quot Impact&quo) Opaque 12/3112022 Yes Yes Yes N/Alaiis.. ' Composite Edge Fiberglass Single Door (Inswing/Outswing- X configuration) .I Nominal 8&938 0 &qu I:Jmpaet&qudb Opegge 12J312022 Yes Yes Yes N/A'�� Composite. Edge Fiberglass Single Door with Sidel6.e(s) (InsW ng/OutaMng: XG, OX or OXO configurations) Yes Yes N/A=) Nominal 8893$0&quotlmpac[&quetOpaque, Composite Edge Fiberglass Double Door wfth or 12J312M Yes V without Sidelitas (Inswing/outswing; XX or O)X6 C configuration..) Nominal 6'8 &quotlmpad&quot Glued 12/312022 Yes- Yes Y N!A Composlte:Edge Fiberglass Siingte;Door (InsvtingfOutswing, X configuration).y H Nominal d8,#398 &quotlmpact&quot Glazed 121312022 Yes Yes Yes N: to Q Composite Edge Fiberglass SingleDoorvath Sidelke(s) (InevvingtOutavdng XO; OX or OXO 3 configurations) t31 Nominal %#398&quotlmpact&quot, Glazed 12)SV2022 Yes Yes Y (A ' Composhe Edge Flberglass Double Door with or d Without Sidelites (InsoAngioutivAng`XX or CXXO r5 configurations) Nominal 6'0&quotimpact&quot Glazed. 121312022 Yes Yes, times N1 Composite Edge lass single Door p 9 9 9 Insvnn /Outswn -X danh uraton 9 g, g 3 i Nominal 8&#390&quotlmpect&quot, Glued 12J312O22 Yes. Yes Yes N!A Composite Edge Fiberglass Single Door tnth 9idellte(s) (InsvnnglOutswing;XO,: OXor OXO configurations) Nominal 8&09;0&quotlmpect&quote Glazed 1MV2022 Yes Yes Yes N/A Composite Edge Fiberglass Double Door with or without Sideirtes (Inaving/Cubumng; XX or OXXO Cll Cll L Cn �a O L O Q +� O O Q CV O L �r (n -� M O O 0- O = O Cll 0 = O OCIO C6 L.L O > -� N E O a� 2 Q_ C13-6-0 Lf� \V ^ = U) O CV ac d 12J312022 Yes Yes Yes NIA 1 MI12022 Yes Yes Yes NIA 12Yd1=22 Yes 'Yes Yes NIA 12/312022 Yes Yes Yes N(A 12J3112C22 Yes Yes No NIA LU 12J3112022 Yes Yes No NIA 12)312022 Yes Yes No NA Mi configurations) Nominal 8&#390 &quct.Nan Impact&quot Opaque 12)3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InsWrg10utsvdn9; X configuration) Nominal 88439:0 &quotNon Impact8,quot Opaque 12)3112022 'Yes Yes No NIA Composite Edge Fiberglass Single Door vnth Sidelite(s) (InawinglC utswing X0. OX or OXO conffaurations) Nomir,ZS1ff39;0&quoh Nonlmpad&quot Opaque 1213112022 Yes. Yes N. NIA Composite Edge Flberglass Double Door vdth or without suidelites rlhsWing/O rmYving;XXor OXXO configurations) Nominal B'8 &quvt Non Impact&host, Glazed 12131/2022 Yes- Yes No NIA Composite Edge Flberglass Single f5oor (Inswingf0utswing;, Xconhgurabon) Nominal 0&#39,8&quot Non-Impacf&quot Glazed 1213112022 Yes. Yes No NIA Composite Edge Flberglass Single :Door with Sldelke(s) (Inswng)0uteW ng; XO OX or OXO configurations) Nominal 8&039;8&quotNon Impact&quot Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or without Sidelines (Inswing/Outswing; XX'a OXXO configurations) Nominal 88,039;0&quotNcx Impa1I&quat; Glazed 12/312022 Yes Yes No WA Composite Edge Fiberglass:Sbigle Door (I nsWrigfOutsw fig; X configuration) Nominal aatf39:0&quotNcn-Impact&quot Glazed 12131/2022 Yes- Yes No WA Composts Edge Flberglass Seigle Door with Sidelie(s),(Inswing/OutsW g' XO :OX or OXO oonflIuretions) Nominal 8&939;08quot,Non lmPad&quot Glazed 1213112022 Yes Yes No N/A Composite Edge Flberglass Dou'is Door oath Or without Sidelitea (1nswingl0utswing; XXor OMO configurations) Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 151201 Product Approval Application. Detail _- Code EmIty or pate Date Date Pending We Top- Varston Manufacturer Contact Enornear&Licansa Validated B, validated Submitted FBC A -Mail Roarerad SNIus Revision M70 MI Windws and Doors Brent stinger Luis Roberto Lomas Steven M. UrIch, PE 10/062020 10/062020 10J792020 12/152020 Approved Category: Extenor Doors (717)30-33DO PE-52514 f717)317-8454 Sul)Category: Sliding Extvbr Door Aseemblies bsillinganI_DmIv d.com Compliance Method; Evaluation Report from -a Florida Registered Architect are Licensed Florid. 'FL#18312.R8 Prdesalonel Engineer Prpduots Quallty Assurance. Approved for Us# Appruvad for Use Impact 0,1011 @911ti Product Model Number or memo. Product DescrliAla contract E%plratiellVale) In VH . Outside HVHZ Resistant .Pressure 1 SERIES 420ALUMINUM.SOD SERIES 420 ALUMINUM SOD QXO 12130024 No Yes No N/A 145-3/4"x80" NON REINFORCED 2 SERIES 420ALUMINUM: SOD SERIES 420ALUMINUMSOD OX. XO-XX 12/312024 No Yes No NIA 96&quct;xa0&quot MON-REI N FORCEO 3 SERIES420ALUMINUMEIN .SGDRFORCEG D SERIES420ALUMINUMSGREINFORCED DXO IM12024 No, Yes No /A N 14&114&qud;x96&qua; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX IM112024 No Yes No MIA XO. XX96&qu0t;x9S&quot 5 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 121312024 No Yes No NIA 1438qubbx968quoL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pp pp Page I br2 V9r421 Caslg ntE Itv or , Data Data Date Pontllnn Iypg Vision Manufacturer oni ct Enatneer&1.10inse. Validated ByValidated submitted FBCAW.Val r e Status Revision 2020 Wayne-0.1ton,.a 110sionoldvemeaq Door Dwayne Kanish John E, Scales. Jethey P. Arneson, P.E. ID1122020 09J2M20 10MI2020 12/15/2020 Approved Corporation (330)763-8121 PE-51737 (904)821-5200 Category: Exterior Doors dkomishtilwayrill, tton.c SueC21e9ary:5estr al Exterior Dow Asa riblies Om Compliance Method: Evaluation Report from a Hands Registered Architect or a Licensed Florida Professional Engineer PL#8241i Products G uglily 0.esui-mice Awrowic! far Use Approved for Use act Impact Design Sea # Pradua Model Number or Name product Dsc erlotlon Comract Exnlrgtlon Date In HVHZ outside HVHZ ResyStgDt Pleasure 3 8Dotna1D0/8200#1105 9' Merrwidth. 14L439: Max height Glazing 121312025 No Yes Yes +31.e0A35.90 avellable in top or phtemlediste section. 10 8DD0/61DO/0200#112 3 1e&#39:Maxwith 4... 9 Max Insight Glazing 1213120 3 M t i &#3 h a 2 9 g. No Yea Y. +30 350 ,4gf 3, avallabio In to or Interetliate Section P 11 .00.10.0.1124 1881Y39: Max width 148#34 Max height. Closing. 1213112b23. No Yea Yee +34;40F38..30 available in top or intermediate section, Florida Department of Business & Professlonal Regulation Pagel of Building Codes and Standards Irsr2021 Product Approval Application Detail Code Entity or rite Data Dale pending Type. Veisibn Manufacturer Contact Endnear&Unensa Validated SV yeldetW 5u9nitted FBC Anumvel Approved atatua. Revision 2a20 Comes Division ofAADO. Inc. Tom Rattay UL LLC Troy Bishop. P:E. 12/1012020 172012020 12212a20 Approved Category: Exterior Doors r411 494-2813 m54) 947-0880 Subcalegory: Extenor Door Components tonseateyeesaeabloy.cp Compliance Method: Certification Mark or -Listing Products m il#1Y557�HD Quality Assurance Aoonoyei Use Approved for Use Impact 10.0cill sap# Product Madol Nu 'gr or Name Product i tlon "hired Expiration Date In XVHZ Outside HVHZ Resistant Pressure 1 60r 7oT,727p.747.57.. 77T and 847 Single and Perry of Flu sll,Glaze' , and Louvered single: and palls of 121312025, Ye4 Yes Yes NIA Doors hallow metal doors. Code T1 version Manu acwre Revision 2020 MI Windows and Doors Categ6rin lhdoWs Subcategory: single Hung Complianee Method: Cenlflcatioa Mark er Listing Sgg9 Product Model. Number or Nama 2 165 SH Florida Department of Business & Professional Regulation Building Codes and Standards Product. Approval Application Detail Page 1 az s bzl cam' ,, 'r-�u+,%=;�'-.-�.`'•�„m �' pTr i - - � -'c-w- � .: Ertl or Data Date ➢ate: PondIng Date Contact engineer &License: Validated B,, Valldaled Submitted FBC Amnaval AAupr pad Status Brent Sltlinger American: Architectural Steven M. inch. PE 11117(2020 111171202i) 1112712020 Approved (7173365-3300 Menufecturer9Asaeastion (717)317.8454 bsiglnaor6miwd.nom Quality Assyreslac Aoorgved fa' Use Awnyed Tar U.e inroad Desion. Product CaSCI DCIOn Comraet Explratlon net. In HVHZ Out$[* HVHz Resistant Prauure 52x72 Fln1Flari Frame iGr.G Single Hog IDiO62023 No: Yes No 801-60 Laminated Glass U) CD E CD ww Z CIO _ M 0 L L O CL 4- 0 wn U m O L W W Z Z Q J a. SHEET NO. PA 1.0. � A.-O a) (1) C_ I - Co a) -1�-' Florida Department of Business & Professional Regulation Pcilsit.[9 Ficrids, Department of Business & Professional Regulation . I Fair, I on Florida Departmardtof Business & Professional Regulation , Poll. I or I Florida Department of Business & Professional Regulation page 1 at 2 _0 > = 0 Building Codes and Standards 1052)72 Building codes and.$taridardt IwWl Building Codes and Standards U5021 Building Codes and Standards iFj�vl '--' Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail 2 2 -0=3 a) a- = 0 ([) CL 0 ill -0 0- �. , I �� 11 �� I ' I "I "I I � � - I - code Version Manufacture Entitaicur Contact Validated B Date Date Date Plingim Validated Surtunitt,cal FEIC Approovau Date Approved about Code E.tltv . Us Us court Perl Date Code 1hrults, bate Date Dmq Penal Date code h it = M . - - (D Ifipa- Enalwer&LIcerme TVI)a Version Plamuccomrar cqdAct engineer A ud.ru;4 Validated By valfidaued Submitted FSC Approval Approved status Tire" vushan Manufacturer Contact lerdrinN, Lhoama. Validated %, vidid.1.4 submitted F9C Acanwat Addrowd a" T Vr.1dd ifil-racannar 'Cordact Eno[. States 44 (D 0')0 .G., V) _111�_I` Plasm- 2020 Th.-TrUC.,locsoban Category: Exterior Doom St.- J-P.'son Lyndch, F 8.hurith: RE Ryan J. King: P E. $43-7628 PE4S40g 3) 7'67-6555 1 0/07=21 M1812021 10115=21 12,1512021 Approved Affirmation 2020 PG'r industries J.'s R.-Al warri-D.b. acco - cra Mi-l-Nde EICCO -VAL 1110512D4 I 1 il)5�2GN 1111112020 Approvod re,,A�I.h 2D20 MI Windows and Do= Sfenr8ijiltrier Antrohdin Archit,actinal Steven A Urich. RE 10UW2020 iWaf2020 j0daJ2020 I Apid-d Fea�s 2020 Mi Ward-rol Door, Want Sitlihitw Arden APP-d = - M . - (80G) (81 Subcategory: 6WIrgiing Exterior Dodur Assar.1,11- slasperson@thermsdru- Categirlyz .Wnd-a (601) 489-Oi 90 (786) 315-2690 I Category; mi t7lir) 355-3300 WshcTa.Wws Assodwor, (717) 31 r-8454 Cwogay:,Wlndows , t T17) 365-3300 Mardis losItUrfoeiQmNsdeore =3 CU U) Compliance Method: E,daluationRepQrtfroma th Subcategory: single Hong jr.owskieloggrudwsuri Sulucalogiorr. Horizontal Sfidw Method.- Carlification Mark Using batt1I.g.e*_.laed_o- trucC.fogi Al.orl Compliance fifiethod; red,frualion Mark or Listing (1) -0 0 -0 Florida Registered Architect or a Licensed Florida Compiled.. Method: Coriiii MeN or Usting orm , - I 11 I, ' compliance or - , , -, " , , ": - , , , I - I - , 11 I - I I I I ' � - - �'�' e ,,, � - ' I " I �� - ,� , " , _11 "�'-' - �"' e �"" , � - I 11 I �' " " , I I 11, I = 2 -= ja Professional Engineer I �� " , jj4j�AiL4011uliuccc - - _'' __ �__ __ " , - � , ; I - , _ -� I - , - , , , , I �, 11 I I - , , , _"�''; - C I ' I � " I I "I I I " - : � �' : � - , - - � " 11 I - " � , ' - :" ��' - 1, , �' I ' ' , I 'z , 11� �" " I", � , , , �� , I � - I - _ I � , ", �"' , � � I � , , 11 � � I , , I - �' I ,: �' - - � ' '�' , , , " , "O WI-B&O'coudo � , �' ' I 1: 11 , , " � I 1, "I I " 11 11, � ", , , - 11 I I I - ': - , ' , " I � � I I " ' 1, ,� " "I �' �� '; :' - , � �, " I � - , 11 '' ' I � : ' -� " , I _" '� i , , 11 I'll I � �' , " ,- ' , ,� � - � ;:� 4iliii 6iiiiiiiiii I I I I I I �: � - I - - I _::�'�"' "", � � 1 :'� '��'_' � � ,,, , A, �' , I I - I g 11 I - 11 I I I � , �" � '� . 11 " � � � -1, Z - - 11 I I I -1 � " - I I'm I 1, I -2 a) � fie�gf-�'� I - I ' I I I � - I - 11 '' I I I - 11 I � I I � - � ,� , ' I - 11 I � I I I I -11 11 , I c I I ,,, � , � I I " I I I , �' , I I - , � , I ":' , " - , 11 I � I I 11 � � 11 I I ... � 11 , I , : : , � , �' � � '� � � -1 I - I � � : , , 1�01' , " � '' , I '' : �' I � - - : ": '� , ", �'� , ; -, " -, I ,- , , 11 I I 11 � " � I - I , I � I I � I � - � - � � I � '' I 11 11 I I r 1� I ,: '' " ::11 ,,, "'�" , � I " , , , , I I ,� � �' � : 11"��'� I I � 11 I - I I I - " I ,- I I - , I , Quality Assurance I L 1� " Ala-vad for Us, I � '- 0 - 0 0�. = 0 3: � .1-rdediso� , , I I I - I , , , -: 1 " � � , I - I , I , " I I , 1; I I , I I , , , '_� I I " . , � , : " , I , ,�: � � - - 1, �� I , , , , : , : �' , �: ", '� , , '� , :"� ��' ,� � , � , � '' , - �: - -, , � I Goan, A.,un-and, Adn'"willn"u., A .... -d for Us, jureal Desion Quallto Assurance Aritur-diforUse Approved for Use Impact Igasku, San A Product Modl Number or Name Product Desarlialto Contract Expiration Me In HvHZ I as -= = .= = Qu2lilvailgunslice Approyadfrl Approved for use I all Cast& sell A Product Model. Number or Name, Product Description Contract EXPIration 1pan, In HVHZ Outside MVHZ Roalsinni; lar-Ure sea# F-durtlellartal 111-tharwNerna Pocclead Dews' wlitm C-1dect Ewirathan list, 1, HVidiz Dululdo NVH lie.asbew Pressures CU 0 LL- - S.q 9 Product Model, Num bar or Name Phasd u.t Description Contra& Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 BHR100 Rwg, Masio ImP.ct) Vhyj Fingle Hung Wjnd� 7713�025 Yes Y., Y. WA 1 H S i 06 Fin and Fl.r,- Furs- 711.02 Insulated Glass 02116i No yes No �55I45 i 165 PW 73 x 72 I.-laied Ghl- 04/0!V2023 No Yes vl*A +ft -a 0 Ljj = M :.;:,- M 1 a Thcrma�Tnu Fiber -Classic and Smooth -Star Nominal se,#$&.8 8quot;Non-1mparft8qwc1, Opaque 12,311i2l][22 No Yes No NIA _= =. - ,,_ Composite Edge Fiberglass Single Door ji,swolgloutswing: X I" lij = ll� U) 2 lo. Therma-Tru Pher-Classic and Smooth -Star c-fig.ration) Nominal 6&431i &ducit.Non-Impactilquot; Opaque lV31112022 No Yes No NA ?"l �E to C.j = M - (1) L_ Composite Edge Fiberglass Single Door with L - , ..; LA_ L_ m U) 0- Sideffibes(s) (I newinglOute%%ing; XO, OX or OXO %- 1, C=0 cn M odr,fia.dati.rs) V) .= M ,,o 0 3 a Tharmt-Tru FibarChiialleand Smoothl Nominal 6U39:8 &quo�,.Non�Inrpe,bt&ju.t: Opaque 12)3112022 Fiberglass Composite Edge Double Door vAth or No Yes No NJA = 10 = .< 2 " � - = U) < without Sidelites (Ins�MnighDuayving I i XX or 0)0`0 =) 3; 2 CP -0 . conrigul-atoric) 111 CID � - 4 0. Themna-Tot Fliber-Classic and Sincoth-Star Nominal 7&#$R,'GL&qUot;Non-impac�t&quot: Opaque j2t3lf2022 No yes No NIA - - 5j. = = 4CD 0 Composts Edge Fiberglass Single Door I 5 e, Theml FlIcar-Classio and Smooth -Star (I nswingtCrudswing; X configuration) Nominal 7;0 &quot Nori-Impaef&qUot; OpAqUEi 12131f2022 Composite Edge Fiberglass Single Door with No yas� No NiA := '= U = 3: -r' 3: CD Sid"line(s) (ILhavAngti),utswirig XO� OX or OXO I ddjiligV;ation*) > = W 's; (i - = It 6 f, Therma-Tru Flber-ClassIG and Smooth-Stw Nominal S&4�3S0&qUouNor-jmPad&qUor Opaque 12131�2022 No Y.s No NIA Florida Department of Business & Professional Regu lotion Page I off Florida Department of Business & Professional Regulation Page 1 01 Florida Department of Business & Professional Regulation .!Z-94W' T! Composite Edge Fiberglass Single Door Building Codes end Standards Mi2021 Building Codes and Standards 16P2021 Building Codes andStandards =- Ak2,1 - (Inds,Ang1OUta�,ihg:,X configuratibrit 'n =_ 7 g. Thernma-Tru rilbor-Claswe and Sm9orth-ster Nomnal 5039:0 &qudt.Non-lbnpedoIiuqwot; Opaque 12/31QO22 No Yes No WA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = r= Composite Edge Fiberglass5ingle D.orwith Sli (InawlinglOutrIong; XO, OX or OXO .M = ffi= C ) 0-10143 configurations) 8 Ir Thermc-Tru Filoer-Cl,uasio and Smooth -Sur Nominal Mgag;() "Non-1mpact&guot Opaque 121$1=22 No vs. No NIA WEE NMI C-positis Edge Fiberglass Double boor Wth or Code solute or gifia. Data Data Forcing Dan. Code Entilb, on net. out. role Pending ust. Code WAy .' [We Dat - Data Pending Gat's 4 wboult Sildedites (I newinglk).tswung! XX or OXXG . - 7-a Version NI-fact.r., Contact engineer 9 I.I.- Validated my Validated Submitted pmgAtenct-I A-ved Aligm 7V- Varrallan Milhurfacturer Contact Edon- & u-na. Validated la� vskaterd Submit FDC Ap,haval A -,..a I staial. Tv's version Manufacturer C.rq�dt engineer 9 I-loonlic Validated By Validated surmise, FDO Apyravil Apramved st.t.. 9 i, TheTma-TTu Fiber-Claseur, and Smooth -Star wintiourotion.) Nominal 694M�8 "Non1mpacAqLct; Glazed JN3112022 No yes No, NA Affirmidjan 2020 PGT industries J.hs R.-Al Mitermi BCCO - C�R Mi.ml-O.do 9CCO - VAL IlMi2020 I q0t2020 I IM 112= Aprno,ed Revwch 2026 MI Wad -a end Do- 2'antsithnoor Lots R ltdma,a� FIE Stes.. ". Urch, PE 1,MD12020 10100%20 1 OAAWDW 12h!il�020 �1;11`1_d Affirmation 2020 PGT lhd..Iries� Jens R.s.-k! Menri-O.dai 9CCO - CIER Mlamt.Dade 8CCO- VAL 1 liV,120 M 11106�2920 1111 V2020 Approved Composite E dg a Fild.rdl.- Si ng le Door Cgluagrary:trande.s. (941�481!0100 tiniii) 315-2590 category: Windo"re '(717) 3i PE-62514 t7173 317-44-54 Category: Wind-s (941) 4t&0100 1(78EY315-2590 (Irswiro[Cutswrrlg� Xconligunation) SubCotail.rri rn�aal jroao,,sdQpgdnausbfe%o sudac.teirtar. M.111- beitinger4mi.d.om a.ticat.g.hr: M.11co. jrc*oos*(QpgmdUsujeec 10 j. Therma-Tru I'llbor-Clessicand Smooth -Star N.Mina[,Q'9,&qUotNon-IMpaCMquot, Glazed 12�31=22 No Yes No NIA naropflan. Method! Canificaft., Mark or Uri am Compliance Method: EvalU,10. Report from a Compliance Method! Cartur-b- Mark or Listing .. Composite Edge Fiberglass Single Door ,Mth I I I , � '� � ' � - 'L ' '� I : L "_ _ � � -, - ,�, ,_ L - ' - ,:" 1 'L ' � '�� ;" �L' "',', " I - " , L "L Florida RogIstersdArchlbactors Licensed Florida -�,s�afilfi� I L I �L ��L�; ' ':', ,'' `_�"_ , " "", �" " -"- ' L I '11, "I - , I 11 I � , , , �'�' 11'1� ' �' " �e' _�'� _ I - , , , � ,_ " � �, ':1 � L � ' � � �" "I : �_ I � I , -1 I 1� 1� 11 sidelfte(a) (InswnigVOuts,Mrg:)M,0X.rOX0 3,ajj'Pojddnjj_' ' '�� L F I ' -11, `_ , � �� : � I Z �"' I I I L , L � _'_ � , I _ I � �"�' I 11", ��'' �' � � " , I I :�:" :�' : I �_ � I I I I I " L" � L 'L�"� _ � _ � � 1, �: �' I - I I � ' ' '% L " I "�: � � ;' � I � I , I , - - � , 1� - �' I , I I - '� - " ' P,.feaai.d.I Engineer , � � " , �' " - �' , : , , - , I , �'_' " I I I I - -, , �' ", � � I I I I , - I I , �� , " I "I - I I I I 1, I % I � I I I - - � I 1 � �' � I : , : � L '�' I I I '' " L �� ' - 1, , I I " I - , , I `TnU configuadtions) , I 11 I I -1 I '� I I ,,,,, - I I I ,,,, I I I -1 "I 11 11 I I Quiet , Ity As, I war, - ''I 11 Ad- I d , L ' ' f , , r Use Anderm,auffer Us, � 1. pact , " 13-tor, "_ L"' - " 1, , - , Lf: ' ', ' �� ' ," ', � �11 : J' ; � � � :, , " '� ��"�':'� "�_ � � � �� I , '�� - I I I'- � - I I L " , 1, I : ", �' I ' "Ill, 1, I I � "- I - I e : I 11 : - " _��' ' I , � L I ' �" � � ;� ' , "I , '� I �' , I �' , � I I 11 "I I I - C-lit, A,-,,- Ab,r,-d for Use Aommogifreurn, Impact Desum Z 11 k Tharma� F -Classic and 8mcath-Stor iber Nominal 6a#39;8&quat;Nonlmp@d" Glued 12131 t2022 No Yes No NUA sea 9 Product Model. Number or Name laboduct Clo-lytion Contract EmImlibn Dole In HVHZ 0.1.1d.1-110i Resistant! Pres-re � �� ' ,� I I � � "I ,,, , _ �- �' 11 I I I 11 � I I I ,� I �' I I I ' 1, I " - �L I I � I , . , 11 I I '' , , , I - 'L I , 'L I -1 I I I I I I L �� I I - I I , , ,� 1, -�: � ", 11 I �, � 'r � , � I I 1, I I , , , �" - _ , " ': 'L 11 1-1 L ,, ' ' L �' � ,,L sea 0 Product Model. Nijacter or Nam Product D-hation Contrast EXIAnciflord Date III HVHZ Outside HVHZ Resistant Pircosurs Composite Edge Fiberglass DoubleDoorwith or without Sidellbes (I no,ingi/Outeming. xx or OXXO 5 PW.5520 n_.rg. M16,11s, lrdp.&� Vinyl Fe.d Wind.. 041$0/2015 yes Yes Yee NIA QuAlty Assurance An,,-df,rU,, A-cild For Us, [,,at Ekei I Mullions lor-All Doom and 'Nindoots Aluminum Mullions 1315a&2026 Yes Yes. Yes NIA configurations) a--# Presirrathodal. liturb.a.r Nama Product Nscruation contract Eardratign Wilt In HVHZ outside HVHZ Resistant Pressure 12 I- Therme-Tut Fbar-Classicand Smoolith-Star Nominal 7039�O 8quort�14on-Impact&quot, Glazed 121$11202� NO Yes No N,A 2 6?S4 Verritcal A.rhinuart Mullion l2r3lnG24 No Y. Yes KA Composite Edge Fibergimss.Single Door 13 m. Therm-Tru Filde,01-sic-d Stniodth-Stbur (InsWngfOut�wIng; Xoarifigurl Nconionl 7&,d9g;b&gr.lot4rh_lnhp.d*.dt;, Glazed 1213112022 Mo yes No NfA Composite Edge Fiberglass Single Door with Sidefire(ot OnsWrigin.tawing, XG, OX or OXC isonfiguriationea) 14 it. Therme.Trur Flbar�Clwskn and Smooth -Star Nominal S&ft3Q;o &luot:Non-Irwod" Glazed I�J31f2t)22 No Yes No WA Z Composite Edge Fiberglass Single Door (In.wn910uId,,Vng; X configuration) 15 o. Th-T. Filber-Clasco and Sm.oth-Star Nominal 8&#ag;0&quotNon-1mpac,t&quoC Glued 121$1 W22 No yes No, NfA Composite Edge Fibe,glose Sing ]a Door with Sidelite(s) iinsWrigi/Outswrig: XC, OX or OXO Florida Departmont-of Business & Professional Regulation 11.0. I of i Florida Department of Business & Prafeelsional Regulation page 2 a Z Florida Department of Business & Professional Regulation Page 3 UT4 16 p. Ttnemna.-Tru Fildsr.Ctal and S.-th-St., configurations) Nominal B'O"hanlnrpacid&quct: Glazed 12131f2022 No Yes No NfA , Building Codes arid Star nclards T02021 Building Codes and Standards ilve;2021 Building Codes and Standards 316,rM21, Composite Edge Fiberglass Double DoorvAth or without $1delites (InswingfoutswingL XX or CXXO I Product Approval Applic allon Detail Product Approval Application Detail Product Approval Application Detail I W donffq.oxth�na) 17 q, Therma-Tru Fiber -Classic and Smooth-St� Nominal n#3S:8&quotNGn-lmpad,&qubt. Opaque 1261 =22 No Yes No NIA --- .. ' L --- "I L I � -_ Composite Edge Fiberglass Single Door with 1� r. Therma-Tru Fiber-Clasgic, and Snrocth-Star Transom (Inswing/Outswrig; OIXcont'gurabon) Nontinal 09#ag;8 "NonInrPac,t&quot, Opaque 1213112022 No Yes No NIA linthV91' ads Data 090 Pending Dil Code Entity or Data Date Dave Pending Date code Sallee . 111. Dole Deft Pin-dina D"I" Composite Edge Fib-gl ... Single D..-Ath Sichallfa�si and Trans.. (1rsrsmg1Ov[-A�g: Q1X0, . code T".. V.-Ith Manufacturer PeMa.n 2020 James Hardie BuilahnitProdl Ind, Coined!, Ehdih,a,& Licarl Validated Sit Qhad Dionpi V. Andre,, Tan John Southard, P.E. Validated submitted 01/08mll 12/14/202(!, FaCAper,"I oijoaj�021 Andr-rol Militia ding FEC Appri T'.. Wear- Manturachr ... Roft.in 2020 Ajeid. contact South- & License Validated ey Nfirk Twere,sw, Lyndon F, Schmidt. RE Fi J. King, P.E. Validated Submitted 0W5fZ)2I (i Pao Aware -I 02122r2021 A,-,,d 94(1212021 a" App-d Tv.. Version Re,A -1h 2020 Manufacturer OAF Contact Enuffiner & License Validated Iii Micheal Star, Rot,th Niontiren John W, Kil FIE Validated Submitted 12)1912022 12117/2022 FUCApyrourel 12,20nG22 fietohal�ad 021071120�?, Status Apip-11 O/OX or bnOXO onnfigunrati.n.) Category: Panel Wells �909� 545-8350 P17-81ml? (35S) 3��7-2526 cat.g.w! P ... I Mile i330) 922m2386 PE-434aii �813) 767-ES56 Cateltrand Robing (ND)76JI-3411 PE-59168 J9507T2-11224 19 a T1b-mnA-7ruFepsr-CJws,hp and Shnerrhi-Sta, Nominal S&#3g;S 9quctNon-lmivacfflqu.t;,Op.q.. 12*112022 Composite Edge Fiberglass Single Door with No Yes No NIA subcategory: Siding .hudxIack,0ja.%hwdI S.bC.I.Vor; Soffe irth-ps.n@rusi Subcategory: Asphalt Shlegras rrSflEb@gaf.aom mi Sideliba(.) (Inswng1QA.Wrg; XO. OX , or QXO Compliance Method: Eselundich Repon from a arcern C.midlen6a Method: P,.[..Ll. Report from . Compliance Method: Evaluation Report from a Continuous Head and Sill configurations) Florida Registered Architect or a Licensed Florida Flord. R.gletwed Architect or. Licensed Fields Florida R�sgabaredAr.hlftebt or a 0-sed Flord. 20 It Tharma.Tru Filbar-Classle and Smooth -Slaw Nominal 8&939,,O &qUcA;Non-Impact&qUbt,, Opaque 1D31M22 No Yes No NJA Pnor-ionnal Entimear Neurasioral Engineer Foresail Eralrelar Composite Edge Fibe,g I-Sirgle Door with Sirl (I nswinglOutawmij; XO, OX or� QX0 , '�: I I I I - TWjisj.,fdgP'dd - ' L ' 11 I I , �' - _ I I , I I I - , , I 11 I I , I L, � I I I I I - I L, I I I 1, - " .11 � 'L I I I L � ' ' - L I � 1, 1� �" � - :!� �L L � , � � , .'� I I I -11 � � r" : � ,,, _' �,' L "' ,,' , �� " �� I I L;� � . � � 11 - - - I 11 I I L I I - 11 I I—, � � �' .�, �� 1, " I , L,' I L� - 1, I , 11 I L � I I 1 I 7 � L' � � , , I � - - I , I , - I , , � L' :�� - : � _ ' - I ' ' i - , L -� " " I I � - 'L � ` ' " L I , - I - I � -""' _ ' , � , '�' '� , " , ,_' � � �' " , -, '�' , - �'� �� "'� � � �io'Lgigt�05�j"�-" � -, , ; :' , ""� , I ��' I L L I 11 I - � � � , � I'll I � � , I ': - - L"I" I - " I '� . � , - - 11 1 I � ': I � , , , 11 � ', �'� " � ,� � _' , 11 , � - I ,111 '�L , , -��" " ", I �"' I I 1. I I I � ;��" , ,�:'� ,�,',,",-�,�,--,,,�:,-"�,-,,�'�,,� '- " - '�-� � I , , , , , -_ : I '11, 1-11 , -, � � I '� - 11 I - I - 1 - � � - � " , - "I '�'_' , __ - - � _ ':� - � : -:��: � , -- � _� , I I I �- � �' , :�' : � �' "� __ � , ", - I . "_'�' � - , , ""', , - '�_ �, � ,,, " - � I I , , ' , , , , �� " _�'�'_ - _ " : -, " � ", _ �_ 1 117 - , , - , - - �; � �' " "'-"'�' , �'� , � ,,,, " " 11 I _":"", � " �_'�"" � �' �� "" '�": T - �"'""" ' I ' I _ , I __ _ , ` ; , , '_ _ � __ _,_" _ - ' ' ��"��' ", � _"'� " , I f , I I 11 " , 4 1 -� ' - , I ': - " �' , L, , � � I �' � - , '� "I -1 ' '� '� � , 1, I" 1 , '�' '� , " " e I '�'� : � i � �' �' � I , ,: � L �' ��' '11� I - :' � 11 � :' �' ::7 � , - ' , I , , I � - - - . _ ;,:� �, � 1 L � , , �" �el , , , , -, �" I , __: :' 7 'i , , , I � r ) , , , - , "'� �� , L , "�"' I , �:, L - �__"' , - I . ` - , , , �� "��%�, I �"' �:,' � : ':'� �'�' � 'L I 11 " I - " I . "I", L I � '' 1, L L I Conifinuous Head and Sill configurations) , Quality AstaIran. Approvedfortle AunroVed for US. Impact O"Im C-lit, Ass,-- Ad,r,,,ad for Use Acc-4 fur Use k ... at Deghth QuallivA.suranc A pramhood for Use Annoyed Lgir Use 11111,241 C0.1firl 21 u. ThermatTru Filoss,Cial,sic and Smoodr.Star Nomiroki lu&#39,8 &clucti miesuct&quirfGazied l2J31J2= No Yes NO NJA S-00 Product Model, Number or Name Product D-filatio, Contract Expiration Data It, HVHZ outside IIVKZ Resistant Pressure -San* lkod[UO Model, Number or Name Product 13-0l C.mr.ot E.pirludle. Dot. In HVNZ Outaid. HVHZ assistant Pressure sea A Product Model, Number or Name Product D,s,rlmlon Contract E.Giallon, Date In HVHZ Oul HVH Resistant Pressure Composite Edge Fiberglass Single Door with Stfelibe(s) (I nvMng?Outs%,Ing XO, OX Or OXO I Cernpiturk Lap Siding focr-art 1,9 aiding 120,112023 Y'. yes NA NIA I IL 4_LqUot'2T&qUdt Soffit - Vent orSdid Vinyl Seflit; 12t3l,2023 NO , Yes No NA 1 <3AF Asphalt Roof Shingles for use in FUC non-HVHZ Focga..J.fcroadL3-tab, 121lGr2025 arnintited. 5-tel, and No Yes NIA NIA Continuous Head and Sill configurations) 2 Hwd[,PI.r,k L.p Siding rocreement so .Idi,g iMlli2023 Yes Yes N/A N/A 2 b. irglu.tAliard. T4&q�.t;,9.d`1t Vent .' Sold Vinyl Wit 124112023 N. Yes No NIA J.rl�dl.tlars bilurldigo asphaftshinglas 22 � Therma-Tru Fiber-Classio and 8mooth-Eur Nominal 6U30:0 &qasvt:Ncm-lmpabt&quat. Glazed 12t3112022 No yes No NIA S aL iiqUd;0'Gwhbrlar Vintage Sawlad&.#39: Soffit Vent or sblid Vinyl Soffit 12M�2023 No yes Me NIA Composite Edge Fiberglass Single Door with 4 J. &qudI;D58'jr& Soffit Vent or scildva,vi sarret I Zf�j =23 No �da IN. TAX Sidelti Q naWngVOutatMng' XO, OX or OXO 6 .. &qu.,�Chelw 0.kaquot; soffit Vent., S616 Vinyl Sent 12?31�2023 N. Yes led NUA Continuous Head and Sill configurations) 6 I, &q..t.suptc, $p.h4quat, Soffit Vent - Said Vinyl S."fit 12,'31,202� No Yes No NIA 23 w. Therma-Tru Pilow-Classo and Smooth -Star Nominal 6039; 8 &quof i mparti1quot; Opaque l2n5l/2022 No Yes No NA Composite Edge Flibergiass, Door Pawls With Vented Sde,firli an.einiallOut.wing; X�� XXX or XXXX ocinfiqUratiodus) 24 Th,armq-Tru Fiber-Classi,and Smooth -Star Nominal 8&#SQ;O &quct'Nab-1mpact&quct; Opaque 1213112022 No yea No NA ,x, Composite Edge Fiberglass Door Panel. with Vented �5roelki (Irs*n9i0u1b,wingt I XX XXX or)O= ounfio.'ei 1 2.1 y, Thentra.-Tru Filbar-Classlo and Smcoflh�Star Nominal 6&439;3 &qUotLN.n-mpdct&quot: Glazed QK31/2022 No Yes No NJA Com postte, Ec[g. Fbwg is. Door P. mis with Vented Sidi (InewinglOultewing. XX )ft or x)= Florida Department of Business &. Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page I of I Florida Dape rtment of Business & Professional Regulation page 1 of I configurations) I Building Codes arid Standards 1002021 Building Codes and Standards I razwi Building Codes and Standards i&.021 26 z. Themna-Tru Fibeir-ClassiG and Smooth -Star , Nominal,8&#?�);D&qvci�Non-Impac�" Glued 1213112022 No Yes No NIA Composite Edge Fibeglastal3cor Powlsianh Vented Sidelli (I nsWn9lQutswlbg. XX, XXX or XXXX Product Approval Application Detail Product Approval Application Dotal] Product Approval Application Detail configuratiorl �i I I � i!; i I :." '' ; : ; 27 z.. Therma-Tru Fiber-Clas.irand Srineeth-Star N.mingl 6$e439;8 &qu.t:Non-I MpaGt&qUQt;L Glued 12JS112022 No Yes No WA Composite Edge Fiberglass Single Doorwith 3iill , � , I � i i : � ; 1� = , ;: : i ] i � I , i i i WIM, 191m, S[delitz(a) 0 nasorgiOutsWrig XO, OX or OXO I I � 5 � - , L - -Pail " Code - - --- rntior or Dole 211tst Role Psudind Data Code Entity 0 Date one Dare Panel Me Coale Entity o D"'L we Va. Perdido Date 28 Zb. Th.M.LTrit.) Filber-feasi. and Sm-tIl configurations) Nominal I B&J�31 Q&cuc,tNon-Impact&qLob Glazed 1,1131/2022 No Yes No N/A 7F'our visniran Ulariedrephure, Comact t.ghtew & Live-. Validated a, Validated submitted Flo AP-4 Avp,-e Si I I To- Version M.-fadburer, Contact Enainunw&u.- V.fidghad W V,Iid,t" submitted FRIC Arana,ol A ...... d Stralue Type Version Manufacturer Contact Engineer & I-lo.- VaiLdatod By vAldialad S.1abratad Flic Appre-I Approved st-fire, Composite Edge Fiberglass Double Doo,with Re,'ieft 2020 TAMKO Building Products LLC Kem Eden Robert Moorman Joh b W, Knezewob � RE 10JO412020 ows,2020 1U112J2020, 12M512D20 Ape-d Ra'�ci.d 2020 L.V. Thornpeol I no. do Thompson Architectural ' Tony Christman bell R. Priest ge'en M. Urilh, PE 0911 V2020 091/16t2D20 08,22J202o 17JI5*020 App-d Revision 20*20 Holds Meter Products In,. ClarkJOhnis, James L Suai P,E@ Scowl M. Urkh. PE ' 090712020 ODMWZ20 nl),04=20 1711,V2020 Apprw.d .�&#3998icleliies �lwhMIg/Out5,,h9; 0>0110 , , C.talrd'35 R-11,2 t 41 7� 524-15M 4 PE-511186 (954) 7n-6224 MRhdrsC�Qmoahy(rAMCD! (813) 248-3456 PE-74021 j717)3T7-84g4 Category: ftconti �904) 763-8460 CGUU�K Engine ereng (7Vvri 31?-6454 configuration) subrateodry: Undersyments kand-wi-Quarre-hr Category: Roofing, onyo-gona.1altooff'og.own S.I;C.t.q.b�. Rooing Accessedes fhat .,a an dfwk6!ftwdcdaa.. PE,31242 29 zo. Theirl Filoor-Clasmiv end Sinwth-5tar Nominal i3MS9;O aqUot;Non-lmpacMhiuot; Glued 121$112022 . No Yes No NA Compliance sothod: Evaluation ]Report norn a SucCalasedrid. Rooll Accessories that are an Integral Patteflina RoolungSystarn Composite Edge Fiberglass Single Door with 3MSg:0 Sideffie(s) (I nswmgQub,wngj: X0, OX or OXO . Florids Registered Ar.h%act cre Licensed Forld. Integral Part artful, Reeling Ssstam Carroll nos Method, E.lustier, Report ton a C.ropliarrefinettrod; E,clowi. Rep.,tfr- . Fields RegstenedlAsiondclor a Licensed Force configu'adoo,$) Professional Engineer I 1, , I - , I 'L, - Flerld,laRadislered Archliect or a Licensed Florida Prob-ional Engineer so zdL Th.m.-Tt. Fiber-Cla.sip and Shrusath.st" Nomarial 5039:09cluotNon-ImparoMquot Glazed l2ali2022 Composite Edge Fi -ass Double Door with NO Yes No NJA I , I I , I - ' - � � - , � , 11 3 -fi��Mcftrct,� '� I , I" �' 11.11, �"' " :� �� , ' ' 'f,loM§i '' '�I;�' , . " I I I ,� " ,- I I ,�': " I _ � ,� � '� L ' ,;�' ' _' - - ' � 11 - , I r: , � ', � ': , I I � L_ �_ T', 1, � , - . L - I I ".' _1 � , I , -1 I -_ � "I' 1� -.: -, " 1� 1, � 11 � �"� �:� "�'. � I � " �' - �' -, -' L -" '' . , 11 ; : :: 7 ,,,, - ,� " - 11 L" " , L �'� - , __"_ I'll, " , I - � '� �'� _,I, L " �' � L - " ' - , � - � I" - I , - - �_'� _" � �' ��"� , , - 7, I '�" '� � , 1, "I - I 1 1 '� " '_ _' �' '�'� ", ,L' � , , ' 11 11 " � , , 111 I 1� - ,,,,,,, , "�- "', � - , -, , Professional Engineer I � I 1� I _�, ' ` ' I , , , 11 I _� LL , ,'_ ', ��' - - 1:' '' � 11 -1 I � Fj��dllj�Uuaiiijfj�' I I I I - 11 _' _, �"� I _� " "I 11� 'L' '�'_� ' - I 1, " ,- - I , , 111�1 � :,_, I '1' -, , L "" �" I I I I I 11 I I I 1:� 11 1� I __ , , '", �� -I- � I - , , " I _: I ' , � � - " I I � , � � I � ': I � , I I I 11 - , , , ,� , . ,-, - "I , I 1, I _" , - 11 - � , �� - : :11 � __ _� ' _'' - '-, _' - I I � '��_ ' - '"" ''�� L - L� , - � � I I ,:: �, � I , - , , , , , : , , L � _ I 1� , � " 11 I I � , a&ASgiC Sidelites (InsWng/Out-irg; OXXG configuration) , , - , Quali't'Alusucamoa A,,,,-df,rU,6 " A-low,d W Us, I..-t ithesien, I I " ,� , ' L � ", - I I -, - I - i4i�Witssigbda% : "'� 11 "I 1, I I - I � , I '. ' �4k I ; �' � , � I IL, , 11 - , .1 I - I I _ - I - I "I I L I L I � _ I " -_ 1. L � 'L '� � - '_ ` ,�_ L", , �� , I , I , I -1 ,�� _ I " , , , I I I I I � I ""� L '� 11� � �' I � 1� " 1 I � I'll - I I I � .- I 1� " L � �' � � '' L, , , , ," � I " ", _ '_'�L; . 11, � "I, , ��' � , �':, , � , � 11 '� ��' ' I - , I , � , , '_ , z "", � "� L ' ' ' : ' I I I "I . I , " I : � , , �� I - " �' � : , , "L , , � , �_ � ... �' , , I I _ , ," 1, I � , I 11 , I I I " , � , � I I 11 I I - 11, '_� ��' 'i z' ''"I'll ,� I I I , I I - " " ClUality Assurana , ,' L , I - I I , I , - Amprowl for Use Appraised for Use _ �- L ' Impact I 11 I � I Dacron 31 ze. Therma-Tru Fiber-Cliassib and Smooh-Straf Nominal 7&#39,0&quotNan-Impa0&qLri ,Shaker 12131f2022 No Yes No NA ska A Prdduct Ill Number or Nwhy Product Des.ril Cdoldect E,qohatli Date - Outside jVHZ Funil.fierut Pressure Quality Assurance Apprialtigifori fivor-d! for Use Im-It Version S-00 Pndd.c[ Medal. Number., me.. Pr,dU,t Da-doWu C.olract E-ketleah Date I,, Hvhz 0.11.1a, HVH R,srat,ht Pressure 8-Lnee Composite Edge rlued! Fiberglass single 1 TAMKO Roof Urderlay-irts (HVHZ) Roof undaisyn-arts for d,r. in F So HVHZ 0612912023 Yes I'll NA NA 99 PrgId.afil IN-lo-f0m, Product De-dratirm, Contract Expiration Itale I, HVHZ Odf.w. HVHZ R-ustand Pressit. 3 �L FLAMOOliquot�RV 10 Ridge Venniquet: Aluminum Ridge Vone, for pil recta fabricated 12J31=24 Net ,(as 1,10 NA Do., Win or without 1 94S9;2 Sul olite(s) jurialfic ions. .t I TAMCO FfatTolo011i Vent enthSaffle lot Tile 2s ga. 90tic000fVordilatorvIth thdre 0910812026 Yes Yes NIA WA from 0.025'Aummum (finewnglOutswing: X, OX. XQ or QXOccnfigurab6ns) . 2 TAMKO Roof Q.d-rIhymanIsjNON-HVkZ� Rocifundradayments for use in FUC d.-HVHZ Q6PZnZ023 No Yes NIA i 2 TAM(�Q Gooselimck'Ant 26 lie. 0amm No Yes N?A -01-525 jurisdictions, 3 TAMCO Ofri Roof Vantwith Settle 26 Us. static roof,handlator with integrated baffle 09108026 Yes Yes NtA Nl 4 TAN100 Round Top Ofti Vent wth 13.111, far Tile 2ti gra. Mato rooff,ventitalor vt4th baffle 09109r2026 Yes Yes NIA N/A Florida Department of Business a Professional Regulation Page 1 at I Florida Department Of Business & Professional Regulation Page I da Florida Department of Business & Professional Regulation red. I .fi Florida Department of Business and Professional Reguiation L 8 ullding Codes and Standards 107=21 Building Codes and Standards 1h`?i2D21 Building Codes arid Standards 3W202ft Building Codes and Standards Product Approval Application Detail 3/1512022 Product Approval Application Detail Product Approval Application D , Still Product Approval Application Detail U) W-M Ism, Ima, L. Code T V.,"I'm Pda-fact.nal R-i-i-n 2020 Lemanoo Entity contact Issibrear&I-icans. Validated R, Katrina Jolley John- L. is.okeer, P.5. St.- M. Inner, PE Dete Cato V I alldate - d StAurnige flf2V202Q 1 1�=020 Date Pandim FOC Amroohll 11�29)20201 Dan, A,,,-d I Stot-a dirp FSC Appr Code T Version Manufacture ReaMsIor, 2D20 fawat Rocri Entity . Contact Eml- & ud.h. Valli IN Anderson noble JAPMO Uniform E�Wahmh GaryW.W.ksr ast. Det. Validated a0brinlited I Wi;t2tl 11102M20 rich, P.Julth. Pao Agmracal I 2IL- Approsed 111D5,12020 alat". Appre,ed code. IvIloo Version Revision 2020 MenufactUrar Glel,a] protection Products, LLC_ wry a, cond"t engineer'& Llelinso Validated sy Tin, Robinson Waltet Till Jr.. P.E, John W.Kricesvich. PlE Dal. Date Validated Submitted 09MJ2D20 D"812020 Data Fordinal FrICAPProval lW112020 Date Andre 12AW2020 en"I's Apprwed (D FL#5259-R31 Code gnt4_2r Date Date Date Date Status Category: pooling (500083-6163 PE-31242 (717) 317-8454 cst."f Reding (all 3n76091 Ser,leas LLC �205) 854�0160 ciarbaeary� shassuns fs54i 6$9-7545 PE-44167 (684� 772-6224 . _� lyp Version Manufacturer Contact 2020 F_ncjineer & Validated By License Tohn , Validated Submitted Pending, Al?p_roved Approved 10126`2020 1012212020 FBC 12/15f2020 Subcategory: Rarding Accessories but we an Integral ParnortheRdrofintiSysitern froma gell.yi&I-ste.tom sul,cw.g.ry! Rouring Ties c9ndul-caltraffrod: 12'.Iuaflee R.P.thome Product E-1-lion Entity Robil"Amdersongboral.oa , SUNC.hul.rie Storm Panuss I Compliance, Method: Evaluation, Report from a firn-birsemiggopiarl'. in Revision POLYGLASS USA Maury,Acei W a. E Category: Roofing S954233133OSmalpertapolyglass-com Robert Nierninten Knez vich, P TR-Emyal. CompliancERathad:ZvalustionnepoI Florida RegisceradAithifiect or a Licannol Forldia LL - � �' 1, I I L . L I I , ' - I 11 1, , I I , I L . . ... .. I I "I f __" L L' :'," �' -, -: - , �' " 11 ,� " �' �' L , -- I " � - '�' I 11 I- L ,� �' � I � , �_' - 7 11 I , , � , " , � , �- , - 'I--- � ',. , " - �: , I "! L , " ' , �' �' : , � I Flonde ReliNte.dA�dhisel ard Licensed Florida Professional Engineer Subcategory: Underlayments PE-591613 I[954) 772-6224 lV0112020 Prialressional Engineer , " I - "I - L' "- � 1, ... � " I " ' �' Y' -1 I I '41"is, " :"' I �" , , �': ' 'L , ':� " C41 "Ad �_ , I ': � : , - � � L" I ' 'L L : ' L ' : � L L'� �' , " �� '-'L, L �'� - I - L ' - I ' - �L f L � L " I _" , '� � � "�� I I I " 1, L '� 11-L � 11 ,� , I , , , I " �� ,,"" ;, - I �'� �_' � �'�': �'- , I �� I '� , , , I z _ � L � " ' "', ,, I I- - _ _ � I ::�L , �" , , . �11 - ' " I I _ _' , _ I ,�: � , - , I I , "i � , L _ � " I fl�i'egl'iw�uili , 11 � 11 �'� "', � - � ��' I L , , _'. I >' � " , , -, t � " � � '-, I I , I ' , _� " � I I I - - 1-1 I : " - I I 1, I L � � " , ' , - ," , I ' " I -, 11 I Ouality Assurance I ':� � ... I � '��' , , ,: , I � �"�� 'L I ,,- I I - ", I ,r" 11.1 � � ' Approved for Use Agionoved for Use I ' �, �' �'�L" I IMPACT , - . � " , I 11 I I � wo ;" , I, - '� �' 1, - ' I � � � " I , " I " � � L, - " , , "I " I . , , , "., : � ".", , 1- - " �� ' " �'' : , " -11 _ , , I � 11 , j I 1, �� - I , 1 ' ", 7_ � I I I - -1 , , - � " � I I- _ ,L ' L� , "': : __ "' - � I �' "I � , �� - - -_ � ' -, � �" -'� , I '�:" ! -, , I �_' �" , � I , � 11 I ", "I, �L _ � � � � , � �" , '�"�'� L " �, ' � , , _�' �"�, , '�" ; , I �' ,"� I '-, - " ", : _ I - L �' ' � _ L , '. I L � � , � ,,,, ��" , - , , , "- I ,,, - , '_ , , 1 I - � , , , ��' , - I , , L � ,_ ,�"' " 1, ;�'; , -1 , I I 11" , �_" �,� I - - I I � ", � ,", - � ", - , , , - � �' " � � ' -'-� _� '- , �' ,' , , . -' �' Compliance Method: I ,- 11 I I I I 11 I I I 11 . , , 1, I , �'� I " I L , 1, - � I , I ;� I I I S.-A P,cIIU,t Model, thumbs, or Nwn, Product Mooradian Coherent Emiraflon Vala Ill HVNZ Outside HVH Re,sistant �r� QualiwAsouracee Ade-djor2s, Abluerend for Use _ , tri - D,,t- E Eva It.lation Report from $-a fir Product Model, INUartair or Nams, QUarryAnUnince, Pirculngit Quariatf, contract Explolium Data Arry-dAll, 10 Hydz Us. Aporoyed for Lane Outside HVH Impaot Resistent 0.9it larrs�rjuo 1 3 Seyony- Snake. Slate, Ccuotryslate. split ad English Trwch &wrp; Impact 17 Sarory 600 - , Slate. Shako &arnp: Split shake Fiat Profile - Dem,sr, CO 12151=20 Fiat Profile -stdolitem, CA 121310021) No No yes yet NfA NIA WA 21111.1 1 . I P "a."' Nam. L 20 Gags Gal.W..d steel Son. Pahe[sMVHZ Isnoduct D0,60gl1w, I I Corrugated Galvanized Seal Storm P.re[a retained 1MV2023 In HVIi yes Curefld, HVHZ yes Rellebut Yes eg.jurui WA a Florida Registered Architect or a Licensed 1 DeA-Airl DA4 or TRI-B.ili Deck -A, DA-4 I- PivIiis, P.IwTvylem,,PI.afie, R..fV.nt 12MN2026 Mechanically Alleored to PJ,Nmod Deck. No Y- No -9?.W-97.6 is 8 .yg(fl)-SIak,'8Iak.A-p;Splilsh.k. I, $ ..y7OO-Sh.k�,81.t�&...p;Splii$h.ka .- ' F1dtP,cfiIc-Rh.le4CA 1213112020 Flat Profile, -45tooker, CA iV3iQ620 We No yes Yes NIA NX NIA NIA 2 24 Cagle Gelvarl Steel Storm PUnaWNHVHZ ., he by drovs to p-ld. hurricane preisoidn. Corrugated0alvahzed8harl Storm Panelaretered 1MV2023 NO yes Yes N/A _*__j (D Florida Professional 20 ge.ry700 - &h.u., Sst.-Iiurdip� Split 5h.ka 27 Tala� E'Pad. I glarreclon. Flat P ... Ille � Risk.' CA tM ZD High P,,Als - Katy, TX I 21a Q= No N. yes yes N(A NfA WA NJA or not by tracer to proside, nurflowe protection - =:) a) Engineer Via LwProflie Katy. TX 12131=20 N. yes NIA WA FL#620-11131 Products 28 - C_ gM[".A0_U_rWM ApaVItL- -U- AW_tQMj9j9r -Use LMP@_Ct D"fj W A-m-4 Product Model, Number or No Product: Ckesoripj!qa ConfraCl ESaradon in HVHZ Outside HVH Resistant Prasstu Date I Polqlass Roof Linderlaynneints, Roafing underaymentS 1W21M22 NO yes NJA -WA1-622,6 M 1 2 Folyglass Roof Undentayments �HVHZ) Polyglas� Roof Underlayments 0on-HVHZ) I Polyglals$ roof Underaymems for use in FBGlMM023 Yes HVHZIurisdictions. PayglaSS roof Underielyments, for use in 12j2W2023 No No Yes NIA Ni NIA -Nl � M > 0 FRC n.n-HVHZ jurisdictions. Florida Department of Business & Professional Regulation page I of I Florida Department of Bvs[now & Professional Regulation ease I .If Florida Department of Business & Professional Regulation root I of 1 L_ 1 Polyglass Roof Undelaystruents �AVHZ) Fell roof underlwments for use in FBC12J2312023 Yes HVI-IZjuradlotions. No Nl N/A Building Codes and Standards 1/25022 Building Codes and Standards 11712021 Building Codes and Standards 11MOD21 > 0- 2 Polyglass Roof Undelayments (non-fiv-14) Polygla$el roof underlaymcnits, for Use in 12J2312023 No FSC non-HVH,7 judstildord. �es NIA -N/Af(522Z Product Approval Application Detail Product Approval Application Wtoll Product Approval Application Detail DL 1 Polygli Roof Undedaynnents �HVHZ) Polyglass roof underlayments for Use in F5011212=023 yes HVHZ jursdictuores. No NIA N/A 0 < , , ,� I . - I I 2 Polyglass Roof Onderlaynnenrt5 (non-HVHZ) Poll roof underayments, for use !it 1212312023 No FBC non-HVHZj0.dj.ti.ns. Yes NIA -14W-622.5 Code Entity Contact engineer & Ulcerous Validated Date Date Validated submitted Dot. Pending 1`13CApartual Data Approved I .. I Status Code T".. varsi. Manufacturer Entity or contact Eriablesur & License Validated Oar Date left", V.Iid*,d Submitted Date plin,41no Fac A .... 1 Dan a Armadysid Status Code T Varson Manufacturer runty C."Not Eirurfirea, & lJormse Validated W DaN DOC Validated automated Date Pending F5C Annedys 0�410 Arnard-I -1 status " E 1 Polyglass Roof Undedayments �HVHZ) Polyglass roof underlayments for use In PSCtl Yes No NIA NIA TVp6 Version Manufacturer Ret,isiQrr 2020 All American Shutters and Giercs Mike Barbieri P.,NkL. Soundardo RE Troy Bishop. P.S. I 012912C,20 1 Oil N= liti 12115/2D20 Appr-ed Re'lal. 202D Alpine Strait L-da fCC Evslualan S-le., LLC Willi.. W. Rvieff. RE 1WI12020 10122�2020 llA5=2D liltsi=() Appr"d R"skon 2Q20 Carnmooial Concrete Produag.1no, Rob.nCillis Sannue[A. Gro.hl,erg John Hoy 12n6MZ0 1211&2020 izaam2o ding F5C Arch 0 2 Polyglass Roof Underlayments inorl HVHZ'priedicti.... Poll roof Uniderlaynnehij, for use in 1212312023 No Yes NIA -M)AI-022.5 Category: Shutters StilloCatil Star. Panels (W) 712-9882 PE-0046549 (954� g47-9880 nmeab@.1dameri.-hathe category. Structure[ Components S.toiisg.ry. True. Fla. CI21) 710-3377 (4071661-1917 sl-Isa.liplinalte-ohn oetogwy. structural Components Subcategory: Products lntroddd�d as,a Result at (61S)65e-370? PE-34245 1 m2� 588-5311 placesit.terigy.h...c.rh = FBC nun-HVHZ jurisdictions. Compliance Mal Evaluation Report from a moom Ceirphers. Math.,L E,w-li- Rc,twt *- . Product Eveltuati.. Entity N-Tscbr.Iqgar Compitiurnoll Method: Evaluation RaPQrt from a _0 Florida Reg isatered Architect or a Licensed Florida Proffelasional Engineer 11 I I �' ��'�"" ��':�' �';��','' �'!��" lqas�a7p'ba'40��'�� ):� , ��" , � , �' ' � . I "I I , e 11 � . I I � � � ", - 1, � ��''� , I 11 1. " I ' - I '� I I _"' " � I " I , 1�1 �' I ' ' I I I , "'�:' " , , " , 'I,, , ': � I 11 Florida RegiabradArehit-i LI-eadFiculd. - , � I - 11 I ?" 11 ";' , , , 4-1- , � � I � I I", ' , e I I I "-1:1 �� , , � I 11 " � V , �x ! , " �.� I � '�'�:' ", � , , � , ,� I I :' � � � I 11 , ' � I , ,�� "� , " '� : I ' , � " I I 11 , , - I I - - " : , I _: - I , r " ':1 � � I , I I �': � "I 11 � I I � "� � � - I I 11 11 '� I I _1 .� I - - I , - Professional Entimser 0 I � I'— I I I , I � ' � ,"I I : , : , I I i jli��P_'ionidhticis� 11 '�' � �' �� : �';' , . J , , " " "I � , : " � "� "" ��' � "'� , , � " � �' � � � � � , , , , " , "� ;' ��' , I I , �: I � , " , , , , �, ; I , � � , - 1 ; � �� , �" ,; I , "I I ""' �' � ,' ''I I � I � �"� " 11_"'x;11 ""' ; 11 i, � "I I : " � 1, ; � ��_ � 11 �' � I "'�"' , ,'� I 1 t ""'�'� �"�' , ; " � � , , , �'� �'�"' , 7 I �"', ��,'�";:,,�' � ,/ I " I I'll, � I I ,!� I � , I I I 1, - � c-lity Assonance - I Approved for use '� '1'1'�' Appo-dT., Va. wigla!q iiige I I'll I - , - �' I I I,- : ' : � ' �' ' �' : " - � I � '; , , , I , : I I 11 , , , � , I I ! � - , , , , - �' ":,- � , �' �� : - , � � ", I 1, I I - , -, I I I ' I ''I I � 11 �: � � , ' �' "_ , - , � I I I " � � L_ I I , '��' " _'�' '' � , �' , - , "I I I " QualftyAssuril I Approved for U Approved for' Us ,,, Impact - Design son 9 Product Moral. Numlo,ar or Nam Product aesormic Central Expil 0916 In NUN O.t.1d.HVHZ liesetant Pressure _� , '- , �_'� ;' '. I I �� L" , I I � , e " , �� ,,, �' 11 11 I � I a i - �11 11-1 I I I , I-, 11 : 11 I I I I : -1 - I � " I � :" - , , �' 1_1 11 � 11 I I I , 11 �1111 I - I I I , I ] � "' , �' ' I r , , � ez' 1: �' ''� - 1� '� , , , � � , � , I 1, " " I I sag a Product Model, Number or Name Product Description Contact Expiration Dot. In HVHZ Outside HVHZ Rosisitln Pressure I nWPC1�JAIuftaHI9hwS1rrhiuh (H 8arnp: a� Metal Connector plate i 2ni/2024 Yes Y. I NA NIA Gealita A-- AwntradfarUsa Aninarcuadforusa lanaact 11-i., D_ I 24g. Galvarided Steel Storm Panel. 24ge, Galvanizee Steel Storm Panels 12iW2022 Yes yes Yea N/A 2 , BOGAIdine,r1linger Plate metal Connector Plate 12f3l;2024 Yes Yes NIA NIA Sea A Product Modi Number or Name Product Description conciliar lowilratioll Data In Hyliz ,Oviend. HVH Runsho.he pergaury < I 3 77W B6G/Alph,e Thillax 4 ITW BCG/Ajpi. We. metal Connector Plate 1213112024 Metal Connector Plate i2t3l/2024 Yes yes Yes Y. NIA NA N,A i I Ouafty Precast or Commercial Concrete Products Precast and Prestressed Concrete UntsIs 115t25�2024 No yes NIA i a) U) -1fifififififififill'a M 0 (n = < a Florida Department OF Business& Professional Regulation Building Codes and Standards Page 2 of 2 30=2 Florida Depa rbil of Bu sin ass & P rofa$sioma I Requ lotion Building Codes and Standards Peg, I .fI W02621 Florida Department of Business & Professional Regulation Building Codes and Standards flatic 1 oli sri -0 - �- Product Approval Application Detail Product Approval Application Detail Product Approval Application DetA!l 0 L_ I � I .. ISSEMME-SWUMMEM �� Code Satit, or Date Date Delta P-dirsa Dot- qode Entity or Dole care bate Pondma Date I Entity . Cato Data PA& Pending - L. 1 W C '11P. Version mcn.facturs, Cahoot Engineer & Llawo. Validated gy Validated Submitted FIRC Appro-I Aronw.d status T-d Van!. hisnUfatlum contact Engineer & License Validated & Validated submitted FBC Ron -al ;U-nd Sitello, .QP& T-ur Wo.i. M-,f,d,r,, Conte rwrin-fi, License Validated Sar Validated Submitted FBCAvd-d Aec,-d Slate. 2 C R.Odkor 2020 Mimak IndL Category! Structural Counponents 6urt Wed.. PCC Es.l. won SaA., LLC ICC E-U.Ion S-l-, (952) 898-86as I.I.C. DIJ03f2023 12apM22 01fOrV2023 Apionoved Relimbn 2020 Wqywh GafthjM: sirl Ccrupers,rhe Rob Sadelin 10C r,,.I.w1.n Serslo., LLC Ian Lehrer, P.E. (253),924-0476 (61)8) 83e,3288 02,)52M2i 1 01i 3M20 02Mf202-1 Appre,,ed Affirmation 2020 AlphaAQrl I truth, Inc. Category: Powl Walla Jose ska LUIS R. Lomas Saw M. Unch; PE (407) 509��Oft PE-62514 (71 F) 317-8454 IV11312020 1111arn2a I V20020 Approved < (D Subcategory; True, Rletes .Mid.rtmii rom (205) 599-9000 Subcategory; Engineered Lumber Method: Report from. Rdbirt g.Id.Ir@.ayw1ha aus-cond subcategory: Spirits I elphealmuld.an-py.h. = compliance Method: EValuallort Repel from Q Cereal Evaluation Cornpilaner, Method: Everted. Report from a o'com __j Product EwludU.h Entity , Produrt E�I.ai Entity , I ,� �� ' � , , , � , , , , I A. I , ' ` , , , " ':'� � ,� � I Fluids ReglisuredArehit-t- Licensed F1.1111a = iwiy�*Jeorocij , , " , " � �� , �' � , ; , ,' I I I - I I I 'I'll I - - I � '� , , I ''I I I I I I I I I I 1: 1� I , , �' � ��' � � , � I - " , ' � I � , ," , : , � f,:; � , � , � I �' , "I ; I I I I I 11 I � I I I 1, , , , , :' I I , � I � , I I I �_ , - I I 1� , " � " j I :1 � 11 I I 1, � , , , I I I I : I I I I ": '' �, " 1" I , I 1� 1, ,� 'll � I , �'��' � , , '�v � , � , - 11 � Z � �, � , , ,/ /"' -, ��': I LL'g=6R1ii 2L-g4ai I ", , '� � , , , I � ,- � � , " , , � "' , :' � =-, - ' �' � , , 1'1 ' , I I I � �' I , � ,,,,, , , " �'' � � " �'_ :' � l" � , , �� I I I , � " � ��; , , ,,, " �� , % "'�' , I I � " -, �'�"�''�' �� ';' " I I � " , � , �' � , �"' I , � , �� , � , �� '�' , ; , '� ,� , " � 11 "� I I I '�' � � , � � � , , , , , , , ,� '� " '� , " , "�� " �' � , , '_, " , , ' , "I � � �� '�'", , , %, , " �l , , � , ': ,� ", � " � � , , , "', �: '' , I I., " I , , 1� �' , � , , , , ,,, I �""'" "'�� I �' I 1, 1, I , I %"� ' ' � �'� , ��" �" , , � ,I � ", ,,,, �� , , P,doasiordl Engineer �' " ' ��' � ; "" " , '� � , -- , " , , , _1 ;- -, , �' , ��C '�" " " ': ' ", - " "" �' - , , " �_: 'I, , , _"' " ��'___"'� � "' -, ' � < Acon-ldf,r].1- AD,,,u,d for Us, Quality sapience Approod for Vale APPrOyod for Use &929 ROJO, �e" � " '��, :"" ",", ?'�! , "� � , , . '� �� " �' � �ieli,W,Riifr j4" " , ' " , � --, , ""! -, _"�� "�"� � "� � � � � , �� - , "" ": , � f �-'- - , , , , I ' "�' " , ,", , -, ," " � ", �"'," -, '�'�' � ""'�': -, - � ' I I I �' � " I , I I , - 11 . I -11 , "';'.�! , , � ", - ", '�� , " �, ' � "I - � I -" _', '� S-9 Icr.d.ct Model. Number or Nam. Od,lihrAwingea- Po.d-tDa-lintic. Contract lZAPIddran Data in HVHZ Outside 14VH !11� Restated aftifign, Puts- 3-4 Product Metal. Mumb"a Ill Product Description Ow.1,soi expiration Data In 'll ouhia, NVII . R.si.adt PreAerre I ,� '� "I I I � , r� � : , 1; I I '� I 'i � I , 11 I 11 ''I I ", ��'�';'� I '' r � ',Z ,,, �' I _ I .- - '� Quality Assurance , I ' I , ':e "'_":�� ]��' Anal for Us, Jurcrowd for Us, , , ' -_ Intel " ,: " , assist _j I M18AHS 18 ga. high strength truss Connector plate 121312024 yes Yes NIA NIA 1 Michl LVL Lumiruded Vense-Lurnher 03t3l/2023 No Y. NA N;A a.- $k Product Model. owning or F1,212 Fruclutt Otnearled- Cent ... t E-raflen Dan In HVHZ Outside HVHZ Rad.kent Pressure Q_ 2 M185HS ir) ga. wow high shrangth truis connector plate 121310024 , Yes Yes N(A NIA 2 Perhall.. PSL a Tinter nand LSL St Parallel 61rand Lumber astMnO23 Lamuruted Strand Lumber 03131)2023 H� 14. Y. Y. NA NIA N/A . NIX I Ati Alurcurn. Sold 8.mp: Vented Aluminum SOMY Alpha Aludifinumadid,irarro; Varied Aluminum Or�3=023 No Yes No NIA . 3 MI is 1 6 gre. buss connector pet. IW31=24 yes yes rl (A NAA 4 TJ Rim Board structural Composite Lumber or Oriented Stand 03131)2023 No Yes NIA Nok CMU &smp; Wood Soffit/ CMU &qW. Wood SHEET NO. Yes 4 MTI8HS 18 ore, high strength ruse cannedor plate 12131,2024 Yes NIA WA 5 Mi 20 high strength lb-a-ractor 12i3lQG24 yes Yes N 1A N)A doard Rim Boarel a 7_18� M7i8 g.. plate 18 ge. I- connector plot. 12131)2024 Yes Yes NIA NJA 5 Weyer. ardaer Rim R.ard Oriented Strand Bear,] Rhe gowd M31)2023 Me Yes, NIA NIA, 7 TL2D, M720 Za 9. t-s *tt., plate, l2i3lil?024 Yes yes NIA NA 1 1 - 1 1 March 6, 2023 PA 1.1 1 I N Florida Deparment of Business & Pfafesslanal Regulation pega i m 2 Flodda Department of Business & Professional Regulation pegal •11 Rodda Departmarlt of Business & ProiiHional Regulation Pala i i1 Florida Department of Business & Professional Regulation Pace i all Building Codes and Standarda 6Mu2d2x Building Codes andSt&ndierds BAM2 Building Codes and Standards aria age Building Codes and Standards SAW= (3) V Product Approwl Application Detail Produati Approver Application oxtail Prodat"k Approval Application Oateli Product Approved Application Oates( 0= =3 _. _. -m.- -r-".. - 'fir.. '. - T:L fF.:.... . k"m,.,... 3� 'an 'a•*..' uv -. - ::. v,.. .,�.i ,f... .., _ .. t .. ...y u, }.,: .. s .. + , ti.u� :.-: .. e .. u ,r .. ,. - ... e T a�.n,k"x�4 . _ ,.. ,,. ram.: 14'1.• Data dlh Pa ad Nk TV '99k wrekn Illsmubdusr SehMar 00" EasiN.rAlioems. VelMmed ar DOW Validated SbMfttl CNN Pend- FEWAlliot" Approved Stab" lives God. wnsi" Msmubobse I�a441se costs gawoorrtiesesa Velloole! Imo., 00% valklood submitbotl Dlaffi Plniina faCAssroval D R AOOWW Imo. 'L94L 7jrO KAgn MWaubsturs+ as g- Eod"ar&LInne Wlidhstl ar Wli IANd awbiwitis FOCAcorawsl Approved aim Entity 221HE: Rft (lab Pa1MAnY nm *nc. Mamtbelurar costs arninwer4Llsenea Velldeled Br wililipswil $utinYtts POCAoorwsl Approved. Sbaro co 0- AtInnelon 27A0 P4Aa Corporation Joe Hairdo 13srndl Wlrhdow ®rid Door James L Buckner, P_E. � 07l7412020 0711412020 07120 O2 M 0 Agprnxtl rms Ail ..tie 020 2 Pella Corporation Jae Hairdo BsntA N4MOwarq Doo T.E. LUnn;:PE, LLC 07M412020 0711412020 a7M212a2D Approved All"girUpn 2020 Polls Corporation Pp�p JobH en Sand Wlndow:and B*w Jeme6LSUdmwr P.E.. �^d � 07f1V2020 07114(2020 ON2012020 Approved Anrmatxai 2020 Pella H I r T.E nn.PE LL OW1412020 0711412020 Pe tbrpappCn Jos eYdan 9snd Ud9rRn Scliaere . W ... C - 07IMC20 �� .� //ff �� W 41"Wy. Windows R*61rwon MgmufacaiwAssacletlon CHUCK Englnssdrg Ctlparyr VYlndOws Robinson MpnUlsdWRrAssppletlon (681)$258488 Cetliapy. Ydntlows RpOingpn MsnUtedtORrAggddlstlon CHUCK Englneedng CSNMary: Wlndoam Robinson PE-41138 (681 ):�8&ib8 � '^ V, �a a.14"ary: Single HUMS (641 } 821 „80g8 (681) 4a1419V SubCmgolF aingle, Hung (641)121.50118 SubCsiaaaryi filed (541)121-5086 (551) 421-"27 apbCsipay: Flied (641) 62140% CompOsraw MMIWd: Centllradon Mork or 1-131ing pellpprodtrtdapproval®pe Gommpgono I'll : ovirlds0on Mark or usting PelloprodugspproNvape la"llanoe Method: CerB 000 Mark or Usting P0111,91vduleMppm"42pe Ilaeom Compllena 11wHw : Eve[UMn RepO from a pwlepOduedpnprova(�pe Florlda RogLtwMAmhL%tvaUwzmdFI dda Ilcoom ♦y T� V (� Ilamm Ila-glom Pralmanal Engineer V - -- Fts1aW ad P s3rfs L i Q% Pmloct Mal.l.Xunbr QuilliftAngrom Pmdua Da.eriall Aprrwad ra Use Dsffi in NV14 Applowd Fer use MW Imam to 20:19 PrMmtVW LNumbw Nam• ldlMgh AY®u PrW dDemdmlm bel•n 06% A, ,,,d her He, 1.11 agprs-d Fer Use pumas HYNZ (ma J mdm PAN, 2111111 Prodwat Madel.111whWarkNow Dmku AERUCO a r (yr CamnetSxeimli.rl Mu 800ftwwl For Uee Amrewl 41 N4FR Fw, Use 0.1 1211ad How j y(pliewes 21" vawv Anorar.dra gas Aporo"d rer Use Ira •t pasiffe DOI arNwis CartnetE 61MIS06 poetic 1211 was Mpg ar goobvmF ,R�j;.tant 000 Product Model, Number wName Pmdpa OeNripluan Contract 6xsI ''1Dab in ilVHZ CulaMs HVNZ ,, d sa! fir � 1 x 1 361as100 High Pertormafge Single Hung Vinyl Slrgle Hung W64M(42• x 72-) W1712027 No Yes Ate +10150 1 Pe14i08arlea Singfe Hung Wndow 38•x ST Mny[Nco4mpact Sh& Hung Window 0awim No Yes No +4040 1 2 awle I= Meryl Read window (W X761 07MV2022 No NO Yes Yes No NO +25-25. +281-25 1 Yam Vex No ^ O L�� 2 Series 10M0 Men Pamfamm�ca8ingla Hung Vlrryl Hgh Parfemlanaa aingb Hurg Twlm 0&21M027 NO Yes No +60,e) 2 Pella lO Series Single Hung Window 54'x SV Mnyt Naig pact Slgls Hung Window 0710OR022 No Yea Ab +4548 a somn 10M0 Wy1Rae1whabw(103'x64') 0711&2022 NO Yes NO 10awie.Flange Fhretl 10t.M. 122-FUUW Fb dW IAA OMM031 NIA � Composha(72'xa&1Y1') a POO 10 Sens0 Single HUMS Window 54•.x58•Vlnyl NPndlrgepi$Ingle l'kar9 WerdPw 07s)8M022 NO No Yes Yea NO +� No 8enea10f20 Meryl 14-d Window (50"x50'} OTM512022 +Sp149) O CU ` S Sense 1=0 sirgis Hung Vinyl rtgls Hung T600 Congook4(1O9':7T) 0&1512027 No Yes No +4%40 4 Pe191O 8ories'anple Hu me Window 48'x7T Mnyl Non•Impsot Single Hung Window UTMOO122 iS Pradmpr Q T'S 4 Ba"1=a wr$Ia HUMS VWUngh Hung-Fro.Gonke(t08'i 53-5S oerw27 No Yes NO +3H-36 S Pogo loserlsa Single Hung Window Sg•x SPVInyl Non4mpsaSngb HwSWkgow OW202022 No Yes Yes Ab +Sas9 Me ,: .,, .: O .Cn `/ � O 5 a Semles 10r20 SImgIO Nung So10s10M0simgle Vlrylehgla Hung TwinGomposl4(96.Sxat;a? 00113M027 Vv$Intgle Hung lWlnQOmppal(e(72•x 08/1812027 No No yea Yes NO Me +35y-3ar $ 7 Palo 10 Sol" Singls HUMS Window Palo 10 set]" Single Hung Window 3a x73•Mnyl NdrFlmpsdt $Ingle Hong Wlntlow SFXV2022 57-NO"x00'Mnyl Nonlmpsel Single HUMS Window 1WI712023 N0 No Yea OW-00 Ne *Wjsq Dw"Will. tss Aadrw,d Far Us, AaerowdfBrUN Imam Omen 4t1� •� c^D, � W cn L 7 Hung SYlse'1=0 SIngl4 Hung 6W) Wryl$bgleHume Triple Oarr4xmae (1Da' s5 Oe(18Y�1027 No Yes No +35,36 W48 bag Product Made], Number arNenw Fpdupr Deserinil Csrtmnl Sae[�ien f5os In VH dufaMe HYHZ IAIYW IiaeRY@ 4 � �(D -l"r •� v,r 0 0- B Series 10R0 Single HUMS xl Arryl Mrsie HUng Wlndwv(4H' x72') W174027 No Yes No +351aYo FLkIRgOi•R3Prpoode '. :, '' : .: ., 1 Bens 10120, Meryl axes wniiow (tlP x 76' 0771512024 NO Ysa. No +2fif-26 LLJ V � }d S Series 1012031 IBHUMS VlWyl$I Io HUMSWindow(48• x 6661M) OW13M027 No Yes. W +3943 ��Uay � 2 Ssrlos 10120 Serlas N012p. 'Amyl Orbd wMow (i08 x 64') OTIY32024 Meryl Fbo¢d Wsdmv (130'x80'}- 07118(2074 No No - Yes Yes No No +25a25 I'80.r-5p: Cm •� ^ co 10 8.1- 10r10 SIrgIo.HUng 'Aryl ®Ingle Hung Wlndow(eti'x-%-1f27 08(15M02T No Yes N7 + Nam• O•aadmiin' CentteaEFixairakbn Dale ''yp--- MNVH2 CuffikIa HVH2. PoeslaMnl MMauA : L" O VJ 11 12 Berle$10120 B1rgl®Hurog Besa10M081rgle Hung 'Angel Single Hung Window (4a'xe4') 08117M027 MM44 Single HUMS Window (W x 721 06(1&2027 NO No Yee" Yes No Me +3tV38 +351-$8 $li i Product Model, Muralist ar Pala 10 Swim single HungNlndae PeWuel 58"xg0'MnYl Nerflmpast Skgie Hung WlMal( 08/22M023 No Yea. No :+4ry-40 V�r 11 C13 � R 13 Ssriea 10R0 Sinpla Hung 'Arad VMS* Hung lwln Gompowh(7Z x.5&F) 0812NO27 No Yes No +3&l5 2 Pals 10 Series aingle HungWMdow 84- x W Mnyl NOnln"ot Single Hung Window 0510912023 No NO Yes Yes No +46010 NO +sws0 +� aL C � Q 14 15 18 Sancta 10120 Sing Hung Serie41lV20 atingle Hu me MWy4 Single HUng 7iwn Composite(N FxW-b') O5M1M027 ldrryl Single Hung lWnC,hpmpeslte (89.5'x 72') 0&1712027 No No Np Yes Yes Yes No Nt Ail +381,35 +5a'-39 a 4 S Pete 10$vdwx Sln Is Hun Windae a g Pala 10 Series Single Hung x4ndpw Pa/e 109eries single Hun Window g g t14'x83'Vln Wrnlnpect Singla yVrrgWMma OSAOaM2028 N 38" x 52' Vinyl NOMmpaot Single Hung Window a8r12#W3 52.18"xW Ymyl Non•ImpsQSkgle.Hung WefOow 10117r1f123 NO No Yee Yes NO +5&55 Ab +11N•HO _� to cc O >` ' N CV t Vs !O 5sriN 10R0 Single HUng MWyl Slrgla HungT In Composes (7Tx72'j OBM6M027 +4('y.10 Q N N 11 Sense 1IY20 Single Hung MMA Flmed With Single Hung Flokers (10V x 77) 1OW2021 No in. No +3u'm FLAMIX&R13Produph auk Antr'ae,d Frr Use AORMBOLbLum 1w= gig V yam-. 'S p Product Mad•L Numbef or Nwms PsodMctD.Nrimien CglrtmekErelratNn Oats in Outal"HVNZ Sj cc 1 150 8eries ornermatW or Erg nVM drAW IJ HW VW High Perlerrrrinas 61nea Hung (4T x 72) 0&1712027 Pera maneeSi Single Hung No Yea No +balm ry Cl .L1 a„ t Oct 2 rm 1SoBe. orTheastaror EncompassF orAvantl High VW HIMilannance Single Hung Twin OOMIJ7027 No Yea No +&µBp d O PartormanoeShglsHung COlrgosl0a(72'xeS-1M'} �, � .� :s' 8 150 Saris MTlNrmaptarerEMCpmpA46 erAvanS $Inghs MIi1481rgle HMg Triple Cgnpp6kSI109'x7T) 08M&2027 NO Yes No +4a,W(r ug 4 150 Sena orThomaslaf or Erecompsas rxAvand Singie Vkp181ng1e Hung Trlpie Gon'gosl[e f108' x 53.6'} 0812312027 No Yea No +81Y.35 cq Ntxg L� Florida Department of Business & Professional Regulation Pagel al Florida Department of Business & Profea9lonal Regulation Pages of Florida Department of Business & Professional Regulation PaRai sit Building Codes and Standards ono 2m2 Building Codes and Standards &Neaps Building Codes and Standards 111002 Product Approval Application Detain Product Approval Application Detail Product Approval Application Detail „ s - aeda Eaft ar _D" Dare Deffipo"ell 24ts Code P.nWar Daft Oft pop PArw1 Pill f9!?! E.M. Dwft ofo Oak Red ee DOW Ty" women ms"boty'l owfilvet EadrmarAues Vaii6war �'r� aubmiXsd FaCAasrwat AserovW �bs Rea vervi r4C S8sladt Edin ers L:asns• Yadwsbod ar lids d 8,Mdtud FaCAearsval Aeeravad Eardoeer4liumd a WIMe6W ar Wlidaled Bobfa FSCAderowl A�rovad sums AfkmaBon 2ME Pella Corporation Joe Hayden Swgl Window end 0mr James L BUpkrrsr, P_E. aJ8 07/1412020 07114112020 07/201202(l Approved AftrrtUBOn 2020 Pella Corporation Joe Hayden aer di Warren W. Schaefer, P.E. T.E. Lunn, PE, LLC 07M412= 07)1472020 0712012020 gpprmed Ati-110n, 20M Page Corporation Joe Hairdo Bend[ Window( mat Door. James L 8ucmer, P.E.0 0711412= 0771412020 0712012020 Appmssd CMXaatip Wndows Robeson MwwiadduwAssooletlen CRUCKEnglneedig CMesey.. Wndows Robinson PE-44186 (501)82"455 CMtegorr Exlerbr Dods Rookhson Ma UanuWASsncipion CHUCK Engineering aebCmeseryr. Hsmtantal Slider (641}M149M (wi)4014W SUb6atpmy. Heel 11W6lkim M41)S21-Was BobCalpay. Sliding E1dw1arD=ANamb1. (Mije -ease; (mi)4s1-6927 Commplimnae Msthed: Certllleallon Mark ar Ustkrg *laPavduftProvaGPe CoapiN oe 1141hed: EvroWaicn.Repol IMM a pellepoduaspprovw®Pe CmmpOanae Mdhad; C.artlarotlon Mark or Listing pellsproduelapp-dills• Ih.pm Ronde Reel lGMetlArdnit¢Otare :Lloensad Florida 118.0)m Ile.wnn lit Fi1461:A7Pmeuaffi Piohwebnal Engine, - Aeorwad For U., Aemmvtd W Ufa .::. waft ." , . .: iRMilty.8wlooef Aeerglved rar Us, Aamrpred IN Use ImWt pONfal Diu Praded Matl,, Member at NMmM PDXIWADasarind Centesal In HVHi Ouads NVN2 gaelebnt Press" Jpi GrslsyAauerlos Aoxovep Fe Use... Airowad Far Uss INeow own n §yq�. PwdoM. Media). Numher.at PlAnis Contest elralion Oslo pn NYHL oumMs HVNZ PNsaure. 1 $piles 1(Y20 Sliding Window Mm,4 siding Window COX or)6), 73.1n" x80') 0312712023 No Yea Nil +311-x lair Product Made]. 14mb.r or Noma PnelLN10e101fothm GartrxMlExelMlen Dab InK Outside HVH2: a4sliae! Pnsaun 1 SWa 102,0125 Sliding Glass Door May! 244nel'Or 1(ding Gleas Door (W xg6') '11rJ=l No Yes No +261.25. 2 awl" Iwo Sliding Window Mrrf4 Sliding Wndow COX or XO, 731112x3V) o012ww NO Yes NO +38t35 1 Sense lO Sliding Winddw Sense :10'Arry4 Flang4d SlMing Windows 00512031 No Yes. No NIA 2 Sane$ 1QM0125 S1101ng Glass Door Mnyl Single Panel FlmW To Door(81*11(e, 8414W6' sialW022 No Yes NO +SBLSS a Bores 10+20 SAeng Wire[ w 'Ar0A Bum W ralow (XGX, lob' x 601 03r!7M023 No Yes NO +aoi-m x al-irr) 4 Series 10120 Sliding Window MMA Sliding .Wlndox(XOX, 105'x 35') 0MV2023 No Yes Mo +35.35 a 4. PL.eaaaAl3 Swlea 10120M581ldlMg Glass Door Sere$10120125Sliding9lass Door s,eduua::. MW 24'lanol-QX Sliding puss Door Vr x ST}' 10MV2021 Wryl Single Panty FhWtl Wnear (SNellt%47-Wx UM2602(22 8&112'j Me No Yes Yee No. lap +3tp3a +2512A DucOhANumMe Aaarwad Fee Us. Aswarsd fee gee iss"M a ate Proled**1el.Nurse, -"Name AWadDaad"en CaritroetEX61nown0affi h� o.tw"HV16 Raaidan4 P�ygg{4 1 Sense 150.or Enconipaas:OrAwills1dlrg GlassOOpr 1My12-Wnd'G:MleArg lass Darr(�11T x wri4rial No Yes No +26'-26. 85.112•) 2 Series I or Encompass wA-,U Sliding Glass Door MWyl Single Panel Fhmd lcr Door( "flo, 35-12- 02M0032 NO Yee Ns +4N 10 81-112') a aensa140 or Er Pass orOwanBSlld]rg Glassn- Mnyl 2-Panol'C)r$Ildig Class Ooo1 (72• z82') 081052022 No Yes NO +S5F36 4 Berle$100 or Eneom leas OFAV40MSsliding 01089 DOW Mn yl Single Farad Flxad •C' Door (Sl slft 47-17rx 0211&2032 No Yea No +2W-25 ': PL72a4a.R1.Y,Pmdoaffi QuaIXeAN4aistes AngM*d Fe Us, Anowmil for Uia : Imesm gaggle' ✓t. prodoet M4614 Number at Nam, PtydWADIftdmien. Dearman 6nrir4tNalista. In HVH2 Comilla No Hamlets PA"wro 1 Swiss 10) or EmooMPM OrAV4n$ Sliding Glaw,Door mn yl 24Vinel -or al ilg pass Door (Win- x 08M412G31 No Yes No +25t25 g8.112') 2 Series lap or EoamMe NAyadt]alalrg Ghm Door Vinyl Skgia Panel Fhmd Nr DoortSMeIAG 38-JArX owllw032 No Vas No +4W40 81-112-) a Sancta 1so or Emeahl"ns orAvant! Vidkig Glass near Vinyl 241snel'Or Sliding Glen now (7Ts82) OBi24M082 No Yes No +351.m 4 San, Iso or F_rxoxnpus wAVant! Oldrg:Glass Door Vinyl single Panel Fl d'FP Door(Blpeias, 47-1151'. x 0211802032 NO Yes Me +2S1,26 (D W z v/ cia > O L 0- O � U O U) �IIA_� CCf V m Q 0 � w z � z SHEET NO. March 6, 2023 PA 11111 N N to O U O � O O 120 40 EMM Updated Q O Cl) n� Co O O O 21 = O LL ICUO Co O > •� O L Q 0 's Q .� VJ fn1J W v z r� V / _ CC O L� 0 U L V/ U m O�L{.�( \V W W Z Z Q J SHEET NO. PA 1.3 • Simpson Strong -Tie 2420 FBC Approved Products updated 1zJaorzo2o Simpson Strong -Tie 2020 FBC Approved Products P Updated ier�ot2o2o �'$� Simpson Strong -Tie 2020 FBC Approved Products Updated r3 Iz 2 Simpson Strong -Tie 2020 FBC Approved Products pp P 2f301202D Fa direct links to all SST approvals Itsletl below. CLICK HERE:. :. Far direct links to all SST approvals listed helovp; CLICK: HERE:.. . ... ,_ : 9 , .. tl Inks 1 15 T below, CLICK HERE For crept I o all S approvals listed ay , For direct tin to I SST approvals listed Blow. CLICK HERE: „ ,: Vec k5 al ape below: . . . ., . F addSionalinformationregarding Florida's Statewl a ProduciA royal'S em�d Miami Dad "count otrceof:Acceptance . PJ0,4.:CLPCK: E.RE. For . _ d _..pP _y+st a County (......). M ml For regarding Florida's .ProauciApproval System :antl Mna DadaCounty information additional Statewide _ ._. Not`eof:Aece tan:,' OA LIKHE'RE. Ic ce M .., P.... (......) a .. - For additional information regarding Flori s.StstewtdePraductApproval : System and Mlaml Dad 'Count da. .. _.S. @ ..... ..,..Ys Notice -of Aadetanca NQ-.:CLICK HERE. Y , Acceptance C..A) For io Information regarding Florida's Statewide Product System : d Mlamu-Dade 'Goon addd. additional e. ducApproval an a Notice of Acceptance ! G : GGK HER E. ! .0 E LY... . _. C_. A). FL#^s386-R7 FL#It}446-R8 FL#1 0466-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3a 9116' and heights ranging from 4-5118' to 11" Concealed flange Sea#, Product ModeLNumber arName Product Description Sect # Product MadeLNumtierorName Aroductbescriptian Sea .# Product fuladaLNumberorName RroduatDescrlg#Ian version U5C available for models having width e ual to or � -) - p 1 Titan Stainless Steel Concrete &Masonry Screw QTN-SS) 1l4"diameter Titen sinless steel masonry screy! 1 A21 A23, A33, A$4, R35, A44 Angles: 1 BT, BTB, 8TH Brick7ies greater than 3-9t16°. 2 APA21, APA4 APA6, APVR21, APVA4 APVAfi Outdoor Accents Angles ^� CMST12; CMST14; GMSTCI6 Coiled Straps. 12 IUS series hangers Face -mount hangers available in widths ranging from 1-71$" to 3- 3' AP844 AP844R APV666 RP666R APB$$,, AP688R, AP8901t), APB1010R, APY844„ Outdoor Accents Post Bases 3 C514, C516, C5"IS, C520, C522 coiled Straps 518" and heights ranging from 9-17d'7to 16"; , _ FL#9589 R6- APV944R:.APU 6 PPV866R APVB88 APV688R RPVBiD10 APVBID/DR , B6 4 CSHP18, CSHP20 Coiled Straps 13 --_ :'� LGU3.25 SDS, LGU3 83SDS, LGU5.25 SD rs Face -mount hangs 4 APDJT2-4, APDJT2R-4 APDJT2-6, RPDJT2R-6, RPYDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Rvicehta Deck Joist Ties 5 CT5218 Compressionll-ensiori Strap 14 LU24; LU26, LU28, LU290 Face -mount hangers e $ a 1t Product Model. Number or Name Rratluat Descrlgtiari APVDJT2R-6 3 D P S5P TSP S Stud to Plata tie 15 LUC26Z LU021 OZ Face mount hen ors 9 1 SD10112DBB DutdooYAcventsConnectorScrew 5 R HH4 R 4 ', H610. AP fi10 P 6 PHH 6R RPH HH R Outdoor Accents Heat/ Hanger 7 _ H9 H10A' H2,5A H3 H6 H7Z: H16 H96S H16 2 H76 2S HurncaneTlea; 16 LUS cries hangers , Face -mount hanavailable in widths ranging ` from 1 9716 4 2 5D9112, $D9212- SDI 0112, SDI 021$ Strong -Drive Sb Connector Screw rE APL4, AFL6 APTd, APTB, APVL4; APVLB, APVT4 APV78 - _ " Outdoor Accents L and 7 8eam to Colurrm Ties & _ HGT 2; HG7 3, HG7 4 Heavy GUder Tiedovrn 78' and heights ranging from 3" o 14-15116" `� t 3 SD9112SS, SD921255 Strap' -Drive Sp Connector SS Screw g 7 APLH24, APLH24R, APLH26, APLH26R4APLH210; APLH210R Outdoor Accents Light Hangers 8 H524 HurncaneTie 17 MGU3fi3 SDS, MGU5.25-SDS; MGU5:50-SDS, MGU5.62-SDS, MGU7:00-SDS Face mount hangars 4 r , SQCF2243A,SDCF22a1-25DGF22614SDCF22700,SDCF22858,SDCF221014; _ StrongDrNeSQGPTImberCFStreNt '8 BVLZ SnckVeneerLedgerCer+hactor 1D = D 5 5-2-SQS3. S5 - H S4• D 3 HSS2S Si ,H S2 H 23-SDS3 S S S Heat/ Stud Shoe y 18 MIU series hangers face-mounthangers available in width ranging from 1-9716' - s v SDCF221134, 5DCF221334: SDCF271958, 5DCF27235A 9, C9T2Z. CBTdZ Concealed Beam Ties. 11 HST2. HST3 H5T5; HST6 Straight Straps 1f$" and heights ranging from 6 ia116' to 19 1f2". a SDCP22434 SDCP22512 SQCP22614SDCP22700 SDCP22858, SDCP22912 Strop •Qnua SDCP Timber-CP Screw g 10 CJT3Z, GJT4Z. CJTSZ, CJT 6Z Concealed Joist Ties 12 HTS16, HT520„HT524, HTS28: HT530; HTS30C Heavy Twist Strap 19 MU82$1-MUS28 Face -mount hangers SDCP22'1100,5DCP2211$d,SDCP271400 11 gJT14 Deck Joist Tie 13 HTSQI6K_TZHTSQ20KTZ Heavy Twist Strap 2tl SUR SUL SURQ;SULCseries hangers Skewed face -mount hangers available mvvidthsranging trgl�iio 6 SDHR27400; SQHR27614 SDHR31400 SDHR31614 Strong -Drive SgHR Combo -Head Screw 12 DS Dry Wall Step 14 LFTA Light Floor Tie Anchor 9116" to 3.9116"and heights ranging from 3-111 8",to 13 314". � 7 a.DS25912; SDS25134„ 5OS2520Q: SDS25212: SDS2530D, SDS25312, SDS254T2, � Strong -Drive SDS Heavy Duty Connector Screw 13 FCd Fc6 � Framing Clips 15 L : LST 12..L5T -5LST 18 LTA21 ST.4 L T.30 LSTA36: STAB A - A9 .. A S , L A2. ,, S R Stra"s Straight _ p Concealed flange version (SURC;SULC)available for all di5le 4Xmodels; -acute flange = w � SD525500, 5DS256o0, SD525800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and only is concealed. 6#to o SDS25112SS, SDS252)OSS, SDS25212SS;.SDS2530DSS; SDS2531:2SS Strop Drive SDS Heavy -Duty Connector SS Screw 9 15 GA1 GA2 Gusset Angles. 17 LT820, LTBAI] Bridging; 21 U series hangers Face -mount hargers available in widths tangingfrom 1 9i �. Q- ca a 9 SQWF2716, SQWF2720 SQWF2724 SQWF2726 SDWF2730 • Strop -Drive SDWF Floor -to -Floor Screw g 16 H2A, H2:iT H8 H1DA42, H1t15, H14, HGA10: Hurncane7tes: 18 LTS12 L7S16 LTS18, LT320 LlghtTi•rlstStrap r ,; Band heights ranging from 2-ai8 to 11-114 : e co 17 HCJTZ HeavyConaealedJvistTie. 79 MGT MediumGudepTiedown •a 113 HH4, HHB Header Hangers 20 MST27, MST37, NST48, M$T60; MST72 Straight Straps H m FL#1ba07-Rfi. 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15 MSTA18 M5TA31 MSTA244, MSTR30,`MSTA36 M5TA49 Straight Straps FL#1t7667-R6: vv'i J i'.-.. 1 1... I.&!,1 ..I::r ;; LAN , ar. N'r mGl_L, ot7,u ;u IW :-:Io eu: L.: _.: r..,i _ i , I 11 1 1 11 -- T _b� a) C/) -Fu (3) > MIAMI, 3ZA]AI-DADECOUM mm PIUMV I CTC1&NraoLsKcrw@q PGT htdustries�, Ine, PGT Inchtstries, Inc. cn ell%# 0 2 L_ _0 (3) C�L 0 PGTWustrie&1nr. C� (1) CL 0 XCVCEL0F'ACCEP`T N JR.MUTED _kNCEEN'WEj. CESIU N0110E OY,ACCEPTANCE: EVIDENCE SITBXM'Ff.D CID -0 DEPARTMENTOT RZGULAT0RYAN3)ECaN0Ad1C RESOMWES012R) Nbmi, Yloii& 33175-2474 F(7W�3115-15" NOTICE OFACCEPTAINCE: EVIDEINCE SUIB3HTTED +- (D a) -4-.8 BQUM A" COD E I)TVIMON 1. Evidencestibmitted under previous-NO.A D. QUA= ASSIT&4YCE C= Cn =3 Co Cn NOTICE OF ACCEPTANCE A. DRARTqGS B. TESTS (continued) L Miami Dade Department of Regulatory and Economic Res=ces (RER)..,-Z C CS a Cj ::� W:k a) -0 0 _0 PGT1ndus,trks,1w. 1070 Technology Drive. 1- INbnufacturers die drawings and siections. 5- Testrepofton 1) Air InhUration. Test, per FBC, LAS 202-94 L.L. C% = 0 L_ 0 0 North Venke, FL 34275 (Snb,*djYe4 under.VO.4.,V& 11-01OZ 44) 2) Uniform Static Air PressureTest, per FBC, TAS 202-94 E. KXTER-T-ALL C ERI MCATION'S cn — 0 LL scon: 2. Driwing No. M, L1-5570.0� titled �'Vinyl Sliding Glass Door N-Ok aW, sheets 1 3) WaterResistaiice Test, per FBC, TAS 202-94- L Notice of Acceptance No- 1-54_52814,Lqmied to Vision Fixtrusion Limited M 0 ,— co This NOA is beingissuedunde-r thea"ficablefalesandregulations governing the use ofroushuefionniatmials- The 'I of through 2 2 1, prepared by manufacturer� dated 10.05115, with revision A dated 4) Large Misside Impact Test per FB C7 TA&?20,1-94 'AN!kite Rigid PVC ftteriffl' E=1140US for Windows and Door_s7. dated 911� 45, '> E_ 0 > U) -0 E 0 documentation submitted has been reviewed and acctpte&by Miami -Dade County RER _Pioduct C ontrol Section. to 04105117, signed and sealed by A. Lyim Milla, P.E. 5) Cyclic'Wind Pressm Loadiugpff FBC, TAS 203-94- expft-ing on 0930)19i U) (D bcwed in Nfimui Dade Cougy aid other arew wbme, Wkwc4bythe Av&otity 1,M,4 Jvris&tiou (AM. 6) Foxed Entr ,y Tea, p�ff, FBC., TAS 202-94 24 Notice of Acceptance No- 16-020.09 issued to Vision Extrusion Limited for t U) CD C_ CU This.NOA shalluot6evalidaBerthe expwationdatestateAbelow.T he Miami-D&de County Product Cmtrd gec�m B. TES TIS -up prepared along with mafked &awingsand installation diagram ofviTI Aiding glam door 1000 Tan 202 and fthterShades (NNon-X%Ik�), Flod PVC Exterior E fori�� U) F < (it, Nfianu Dade Coupty) andbi 1he ATU (in weas other thanNliann Dade Coomy). re Serve the righ t to �h aVe this rqiort on 1) Undorm, Static Air Picmur Tiff 0, M FB'C_ T AS 2Q-04 sting Lab- lac,, Test Rqxml N o- FTL 8549�, dated 11,,064 5, signed and by Fenestration Tes Wkdows and Doors"- dated 1108116. expiring on I n9i2l- accepted 2) Lmge Mmik. ImpactTest pe:rFBC_TAS -201-94 2 sealed b� Idaltuis Ortega, P, E. (Best report revised on 1.210445 and 0'2Y11116) 3. Nofice of Acceptance No. 1-5-052&15 issued tGVision, E=Won Limited far their "Brown manner, the maur&ctuter will incurtheexpense ofsuchte&iug andtlie ARTmavimtaediatelyieval-e- mudif�-_ or 3) Cyclic Wind Pre&�umr Loading M FBC. TAS203-44 6- Test report on 1) AN InfAration Test, per FBC1 TAS 202-94 Coated (Painted orLaminated) NVUe Ripd PVC Exterior Yxhusions for 12- swpend the. use of such product or material. within 1heirjurisdittioa. REireserves the ri&tto-revoke this along wiffim2rked-up drawingsand inst�ti(m diagram oftinyl sliding- glass door, pmpared 2) Unifom Static Air Presssure 1�9_ M FBC, TAS 202-94 0&113 Windows and. Doors"', dated W 5, expiring on 0936119- Pro acceptance- if ftLiS &terMiaed byNfiami-DadeCouniyProduct Cont" Section that this duct arm2ftiial fails to kyFeaestratwin Testing Lab, 1=7 Test F-qx)rt No.FTL ", 7, dated 11V7/15,sigm2d and 3) Water Resistance Test, per FBC T.kS 202-9-4- 4- Notice of Acceptance No- 16-0712.02 issued toENERGIFenestmtvon Solutions USA, meet the feqaire�ntaof &e applicabLe bWding code-, This product isapproved-as describedheminandhas,been designed to complymith the Fbri& Building Code- seged by Idahnis Ortega, P_ E. (Test report revised on 02,15116 an 1 &02,24!16) . 4) Luge Missile Impact Test per FBC, TAS 201-194 Inc. for their 'T.A_N3U8 and Lighter Shades (Non -White) Rigid PVC Exterior - including the High Velocity Huff kane Zone- 2_ Test tqx= on I)Air Infillvition Test, per FBC TAS-202-94 5) Cyclic Wind Press= Loadingpff FBC- TAS 203-94 Extrusions for Windows and Doors- dated OM 5116- oqmmg on 02,'0V2 1. DiEseRnma-NT: series 2) Unifom StaticAir-Press-we Test- per r-BC,,T,.,kS 20-94 along withmarked-up d=wmgs and instzliation dopma of vinyl sliding glass door- prepared 5. Notice of Acceptance No- 1"712.04 issued to ENERGI Fenestration Solutions USA, "Bronze AYPRO V.kL DOCUIEENNT- Drawing No.'_NID-5570.0 Rev R, ttled "Vin)4 Sliding Glass Door NOA 434)1� 3) Water Residance Test per FB C, TAS 21(r,,94, i 55t da by Fmcaration Testing Lab. Inc., Tesl,Repoft No. FTL 8: ted4T04A5v signed and - Inc, for their , terior and Lighter Shades of Cap Coated Rig$dPVCEx 4) Large Missile -Impact Test per FBC... TAS ��_01-94 sealed by I dal,= Ortega, P. E_ (lest, repot revised on 02/1,52016) ludows -s" dated 0945116-'expiriag on 04/16,420. Extrusions for W and Dom I through 2 1, of'2 1, prepared by manufacturer. dated 1. D)OV 15 and last revised, on GM,10- 1, signed a -ad waled by S)Cytlic Wind Premm Loading per FBC, TAUS. 203-04 7- Test report on 1) Uniform. Stat w-- Air Pressure Test- per FBC, TAS 202) -94 Notice of Acceptance, No- 1&0711.03 issuedto ENERkr,'1Fmestmfi*n Solutions USA, A. LynnNdiller, P.E_, bearing the 1--ha=LDade CountyProduct Ccctrot Revisionstawq with theNotice of 6) Foxed Em" Test,per FBC. TIAS 202-04 2) Large Missile In4met Test per FBC, TAS ' 201-94 Incft their"Wbite RiOd PVC Exterior ExtruADns for Windows and Doors" dated Acceptancenunberandexpiration datebythe Caunty Product Control,SectionL along V,_jffi=nked_UP dMWingsL and installation diag= of vinyl. slidigg glass door� prepared 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-04 08A0117, expiiing onD2028/18. NIISSILE LMMICT R-ATONG: La rp a ad byFenestration. Test; Lab Inc jest Rfport NG_ Fn 9546-, dated 1 1AW15, signed and Ing along with marked -up dmvmp -and instalWion diagram of vinyl sliding glam docf, prepared 7. Test reports NO). 10-002-792(A), 10-06-M0527 535753-09- per ASKME-94� 7 Limitations: sealed by Idalmis Ortega� P_ Ejlest reportTevised on 01.,04/16 and 02111122016) by-Fenestmtion Testing Lab- I= Test Report No, FTL "38 (=Wks A-1 thru A-22), dated T ASTNID 1929 and ASDM�635. mued by EXOVA to Viission Extnniou for cellulosic L See table I (sheej) and table 2 (sheetD fbrapphca&kSGDwut sizes- desq,% pressmesr remfmementstypes� glass qWs_ sill riser Osee tables B-1 & B-2. sheem 7-8) layout sheets requirmenis in 11 thru 16- and anebor 3. Tes;t repert on 1) Air Infiltration Test. FB C. TAS 202-94 . 11.49,40, signed and sealed by Jorge A_ Canso, P, E_ (SubwNted undiff JN0_4 No. Il- composi�te rnaterial .2. Riv6d White FVC, Tim (Non -white) Rigid PVC andBroum coated (Painted orlvninatEd)white Rip�id nl'C to be 2) Uniform Static Air Prewre Test- per FBC, TAS 1021-04 010704-) (&jbxthTed under.MO.4 X6. 1141177 04) - lZekd per refke=edN0A'srequiwemenf&_ 3) Watef Resistance Tes(_ per FBC, TAS 202-94 1 8 Test report on 1) Air Infiltatton Test, perFBC, TALS -?(P--,Q4 8- Notice of Acceptance No. 1"5416.11 isstued. toKuramy America., Inc. forfl1eir 3. Egress opetabledom must complywith min clear width or height per FBC requirement as applicable, 4) LaTe MLwk, 1 n4w Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC,.TAS 202-94 4'Sentr%,Glas9- (Clear and NNFhhe) Interlayer- eXp1mg, on 07104/l 8. 4. Pocket walls, under separate approv4 to be reviewed hyBuildiag official -5) Cyclic, Wind Pressm Loading per FRC, TAS 203-94 3) Water Redstance Test, per FBC, TAS 202-Ac- 9. Notice of Acceptance No. 16-1117.01 issued tokirmy.America., Im.. for their LABELLNG: Eachunit shallbear a pennaamt label with the mamfladurer's name. arlogo, c*. state andseries-and eq, P&LFBC,, TAS �7 0 Foxed Entry _02_94 T 4) Large Missile Impact Test WTBC TAS-201-94 rrosifolg, "tradear. Clear and -Color PNT lnterjaye,.f!�_, expifingL'on 07� followiag staftment'Manii-Dade County Prodtxt ContralApprovvd", noted herein- insMilation diagram ofAnyl sliding glass, door. prepare 5) Cyclic, md Pmmm Load4per, TAS 20344 FBC RL-'-N-EW.4LL6fffiuNOAshaUbet,o=44ffeda:fteta,ftmeinlqplicabonbLasb enfilodspil them hasbeenno by Bmestration, Testing Lab, Inc, Test Rqxxt No- FTL 8-547 t dated 12,004115, signed and 6) Foxed Entr yTrst,perFB,CjAS'2XY2-94 A F, 'ST. TEXIIENTS chaage in lhe applkablebuildiqg codenegathTly affecting the perfibmsawe ofthis produm along withmariced-, and installation diagram of vinyl sfiding glass doof, prepared 5 L Statement letter of conformance with FRC-5th Edition (M14) and FB C-6ftEdition TFR_A�.1110N of this NOA wM occur a&-,r the etpiradw date or if, &ew hasbeen a revisiha:or change in the 4, Te5t report on l)AirInffltrAionTtst. per FBC- TAS 20244 by Fenestration Testing. Lab, fnc- Test Repmt No- YTL 63 3 7 (samples A- I thru,A-5), da ted (2017X mied bynianufactmm dated 0&114117� signed & sealed by LynnMiflff, P�E_ - =atedah, use. an&otmmffacfteoftbepmd=orprumwiNfisuw. of this NOA asanejidonenien of =yproduct, 1) Uniform Static Air Pressure Te-0, per FBC- IAS - 12)0&10� signed and sealed by Jorge A. Cmw, P. E. (&tbw, iffed under A10-4 Xe. 11- ')_ Statemefit letter Ofto ftnancial inlefrSf s .,dated W1.&IT issuedbyuunufactut igned for sales, advemsiag or aiW odierpmycosesshall aDtomaticallytermim*63h NOA.Fadurato couplywithany 3) Water Resistance Test, pff FBC. TAS 202�94 & sealed by Lynn Mfller_ ?�E. section of this NOA*&be cause fortemminationaudiemmuloMOk 4) Lxge Nfissfle -hnpad Tat perFBC. TAS 101-94 3- Letter -of lab comphance, part of the above test reports. -A.MT-RTISE-MENT. The NOAnumber preceded by the words Mand-Dade Cmwty- Florida, and follm-ed bythe 5) Cyclic Wind Ptessiur Loading per FBC_ TAS 203-94 T C C`_ALCXLAT10.NS ped by Ishaq Chanda, RE. 4, RERL Test Proposal No- 17-0397- dated 05/05117, st e ip ixation date nw -be displayed in a dverlising literature., If any p oltio n o f the NOA is disp 1pyed - th e n it sh, a I I b e 6) Forced Entry Test -per FBC, TAS 202-94 -10 1 Anchor verification cakulat i'mis and structural an*sz, complying with FB C 14, done in it5- entirety- alongwdh marked -up drawings and histalhtwn diagrm of mnyl sliding glass door. prepared pitpared by PGT,. dated 12IM115andUst ie%iged on 011115,16, s-ped, and sealed by G. OTE[ER LNSFECTIOTN. A copyof this entire N0A,A=1[beprp-A&d to the u%er byffie manufactuter or* dbaributorsand byfenesirationTesting Labjnc., Test 3qxxtNo.FTL Ksa� dated 12A341,1,5- signed atid Anithcniy L. Milier, P,E. qnbwhW nnder 2VOAX0. 15-1210. 01)� 1, Notice of Acceptance No. 15-1210M, isstledr toPjGT IndusthesJbr-thm Series t quest of the Building Offfcial� sballb-eav4,ablefarinspeefimatth�ejobsite�a there E_ (Test rep Istd on:0 L" 4 and �eajed by IdahniS Ottega� P art rev A 02/11(14)� 2. GlaZ-ing con46 ArAb ASTME -1300�09_ '557 OP2770" V inyl Sliding Glass Door (ReMarce4) - WAE'. e�piring 041,4nl-. on This NOA r evises & renevis- N-,OA 410-0429.05 and comitts of this page I wd eviderre pages E- 1. E-2. E-3. E-4, E-5 & F,6 as- we.11 a& appro -%-A docuumst mentioned abo%,e- Isha q L Clanda. P.E. I C'h"Inda. P.E. 7 Chaah, PX. The si*mifted docmuenlation was mdewed by Ishaq L C%anda. PJE. Product Control Unit Superri&&r Product ContrGl Unit Supemavy PrDdnc t Control Unit Superrisar NOA NO. N0.4, NGA No. 214205A3 NOA N6.21-62105.03 ..... ..... Expiration Datet April 14,2026 ExpirationDaut -AprilL14,2026 Fj*rafiaz Date- April 14..2016 Expiradon Date r ApriI14,2#26 4- App"val Date: Xf arch U-5,20.21 Approval Date: bifArclk 25, 2,02 1 Approval Nte. -Afarck 25, 2011 -Approval Datm Nfarch U-5,2021 Page I E -1 F -3 PGT Indus tries. Inc. CGI W-11adows and Doors, Inc. PGT Industries, Lie. NOTICE ACCEPTXNCE: EVIDENCE SUB-10TTED NOTICE OF ACCEPTAINCE: EVMENICt SUB3,11TTED NOTICEOFACCTPTAINCE:E!�C S 2. Eiddence Submitted under predolis submittal L ILALTERILALC-ERTIFICAT-10,NS(conimat) 3. New ETideuce Submk*d 5. Quanex Part Sumer SDacer SLandard complying with AS114 C519 Thennal, Conductivity A. DRAWENGS 1)3QSS -P 0-88 1, DIU-W hr. -ft:k-�-F, AS-W F 1249 W, VTR�-P ass, ASTM Oxygen ass, ASWE A. 'DRAWINGS 1. Drawing N o. M D -5 5 � 70. 0 R,- v B, t it led Vmyl S lid: mg G lass Dow NOA aNV sheet s 21,06 i.G. bumbility-No Fog-Pass.,(�uNnifted underpret*ns IMOANo. IM, 409. 05) 1. Drawing No. `NID-�670.0 Rey Bjffle&'Tijky1 Sliding Glass Door-NOA (LM)" sheets 1 1 tbrough 21 of 2 11 prepated by nwaufacturer- dated 10005115 and last revised an through 21 o f 2 1 � prepared by rn, anufacturu, d ated 10/0 5,115 and I= revised on 02/01 �27 1- ftMP20, signed and sealed by A- Lynn Miller, P_E_ 6. Quanex Part Dusaseal coraplynig with ASTM C518 Themn-al Conductivity 2-2-1 BTU-ini ASM _F12249 WVTKPas ASIM D 1434 Arggon Perrueance-Fass, ASTNI.E signed and sealed by A. LynnLNjWej� P.E. - Note7 Ibis mrision zonsists. replacemerit of &ame existing installation savur with flat head- B, TESTS 2189 I.G_Durability-No Fog, ASTN4 E 546 Dew Point Development -20'F in 48 brs. 1. Test repoTts ow I)Ajr luffift-Ation. Test, per FBC, TAS 202-94 (Sitbm #fed tinder 1VO-4 I'Ve. 2) Unifoan Static Air Presswe Test, Loading per FBC, TAS 202-94 7- Vision Extatsim, Ltd- Parts conTk yjng with. PVC-AANIA 303-13, Vobintaty Specification B. TESTS 3) Water Resistanoe Test, per FBC, TAS 202-94 for Rigid P ol�yvmyl C11onde (PVC) Extexior Profiles for V iJon Ltd. -lix- I by L None- 4) Large Missile Impact Test per FBC, TAS 2201-94 AANIA Fenestration Extrum Pmfile Certifkation Program- (Submin-rd under I'V0.4 )V& IS- Yclic 5) C Wind Pnssure Loading M FBC, TAS 20.3M 0409.61S) C. CALCULA11ONS L Now- along with m, arlmd-up dmvings and installation diagram of all PGT Industries. Inc. 8_ Vis= Exhusions,, Ltd- Parts complying witbPVC-AAM 30343- represetitative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, (Subm-fted under.,NWA No. .15-046.9.0,5) D. QUALITYASSU"NCE prepared by Fenestr-ation Testing Laboatory, Inc_ Test Reports No-: 9- PVC-AAMA 303-13, Voluntary Specificatim for Rigid Pal -yl C -bloride (PVC) Exterior Profiles fof Vision F-Vnisions, Ltd-7VEX-1 by AAMA Fenestration Exted" Profile L Mani -Dade Ekpartment of Regulatory and Econcuic ResouMeS (AE1Q_ FTL-7997,PGT PW5520 PVC FixedWindaw (unit 6 in proposal), dated 09,10M4 U) FTL-20-2107.1, PGT SGD780 Ahminum Sliding Ghss Door (unit 7 in pfoposal) FTL-20- Certification Program. 2107.2, PGT CA740 Akim. Outswing Casement Window (unit 8 in proposal) FTL-20- 10. 'Notioe of Acceptance No. 19-12177.14 issued to Enn-gi Fenestration Solutim USA, Inc. for E. KXTERUiL CERTIRCATIONS. CZ 21073, PGT PW76216A Abmainum Fixed Window (unit 9 in proposal) and FTL-20-2107.4-- their -Tan 3040 & ftht shade (non -white) White Rigid PVC Exterior Extrusions for L Notice: of Acceptance No- 19--0305.02 issued to Kuraray Ainerica, Inc. fortheir > PGT PW7620A Aluniinum Fixed Window (uaft 10 in proposal) dated 07/13 M2, a signed WindowsakndDoors�-. o��onU7%121. "Tresifolt 1-31traclear, Clear, and Color PVB Glass Interlayers", eVifing on 07/080-4- 0 aud sealed by Idalmis Ortega- P_E_ 11- Notice of Acteptance No'L 1"17-2.02 issued to Fmcip Fenestration. Solution, USA- Inc, for 2. Notice of Acceptance No. 17-080&02 issued taKararay America, lur. fortheir their aux's'White Rigid, PVC ExtMor Extrusions for Windows and,Doors". exp=g an Glas .3 "SentryCkst (Ciear and'White) _expuw on 07/04,Q3- C. CALCULATIONS 02tZ8P23_ 3- Notice, of Acceptance No- 18-1106.10 issued To Visiot Exutisions, Limited for tbeir:Brown 1, Anchor verification calculations and _51tuctural analysJ& complying with FBC 7t� 12 Notice of Acceptance No- 2", 203.03'Lissued to Energi FenestrationScdudon, USA- Inc., for Coated. (Painted or Laminated) V, RigidPVCE 3 Aerior1_xti-mdous for WindowSL Editka, (202q), dated prepared by mamifacturff,_ �signed, -a nd sealed b y c coated White Rigid PVC E3teji I or Extrusion& for awk `Bronze & fight shade ap and Doors7� expiring on, 09130P2+ 0 AntbonyLym-Miller. P.E. Windows and Doors"_ on 0446,25� t Notice OfAcCeptanCeNo_ 19-1106.11 issued to Visim Extrusions- Limited forth& series 2. Gbzing complieswiffi ASTIME1300-04,-49,-12L and -14. -NTE 1000 Tan 2 02 and lighter sb ades ffon-NNWO) Rigid Cellular PVC ExteTior D. Q uA L. r n' A S S U R A C E F. STALTEXIENTS E xtrusions; foi- Windows and Doors-- oq&ing on 121,29,,2 1. 2 Mbini-Dade Depaitmeat of Regullatory and Economic Resources OZER). I Statement letter of confonnance to IFBC 711 Edition (2020)� dated 042120, issued by 0- mamffacmu. signed and sealed by -AnThcay Lynn Millm P_E_ F. STATEMIENTS E. -_XLkTER1LXL CERTMCATIONS 2. Statement letter of no fmancial interest and of independent, km;ed by maraifac=ff, dated L Statment letter of confannance to YBC Ts Ediden, (2020), dated 02101;2L issued by (D L Notice of Acceptance No. 0 '1 issued to Kuraray Amerka, Inc. for their rnn Millff. PE. W1 8120, signed and sealed by Anthony L� mauufactum, signrd and seale _y Arithony Lynn P_E_' ed b Mdkf Cf) "-Trodfolg, Ultrack-ar, Clear, and Color PNB Glass'Interlavers". expiring m 3. Pfitrate Labeling Agreement documcat between PGT, dated 013Q115 and signed by all 2- Private Labeling Agreement dated 03,09J21 between PGT ludustries.. Inc. -aad CGI 07/081'24. involved partie& Windows and Dom Iw., signed by Dean M, Rualk, PI., VP- Ensineering, on behalf of M Notice of Acceptance No. 17 90:9.02 issued to Kuraray Anmic 2. 1 a. Inc. for thek bothcon4rOmm- < "Seatn-Glast (Cicir and Wlite) Glass expl mig on 07,(04;23, G. OTHERS Notice of Acceptance No. 18-1106J0 issued to Vision Extrusions Limited for their- 1 "Brown 1. Tb6- NOA revises N0A# 17-0420.06 (PVT w/CGI) and updates to YBC2021A (7` Edition), 0 G. 1HEFS Coated (Painted or Laminated). Mlike Rigid PVC Exterior Evruswins exp ifing "421"Q I -tes& renews NO-k#20-042:9.06 (PLA,w1CG4ex nagKq+26. I- 1his NOA rei -pi forlfflmdGws and Doors", expirkg on 09,300,44 .10.20 pproved by Isha _E I RER Test proposals #19-1155 dated MY' a qI.Chanda-P 2. Re current associated FLA CGI file #21-0205.01- C*11*26. 0 4- Notice of`AcceptanceNo. 18-1106.11 isawd to Vision ExtrusionsLirnited for their 041-4,21- UJ series -VE IM Tan 202 and ftliter shades (Non-NVItW) RW CeflularPVC -Ex piring on 11/29Pl. terior Evrusions for Windows and Doors7_rx 5C lstmq L (Imad2, P-E. Product Control Ulak Superri&or ProduciControl Unit Supervisor Z 'Xit Supervisor < NOA NO. 21-020SAS Expiration Date: April 14, 10!6 Expiration Date., April 14, 1026 _j Expirati*4])ate. April 14,2a.16 Approthl Rate . Afarck 26, 20.11 ApprovalDacel Marth 16,210121 CL E -5 E -4 SHEET NO. March 6, 2023 PA 1 .4 Q Q -� U MIAMI- M1AMI-DA )E COUNTY ® PRODUCT � �. � � QQ s� O O CONTROL SECTIONCast-Crete DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast-CreteUSA LLC Cast Crete USA, LLC Cast -Crete USA. LLC s+�� 0— BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (7ss) 3l5 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U Co NOTICE OF ACCEPTANCE (NOA) mvw miamidade.eov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-4605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #1 I2-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 C*C a- Co O W Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS _ -oC14�- Sefiner, Florida 33584 1. Drawin Na. FD4612, titled "Precast and Prestressed Lintel Details`; sheet 1 0 1, g f „ �� 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet 1 of „ �� 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet I of H = a .0 V_ -- — prepared by Craig Parrino, P.E., datedMarch 24, 2003 ared Drawing No. LT4612, trued ],prepared by Craig Parrino, P.E., dated March 24, .2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " y O O > SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets l through 3 of 3, prepared by „ „ „ et 1 LT4612, titled Cast -Crete 4", 6 d'c 12 Lintel Safe Load Tables", she s Lintel Safe Load Tables ,shuts 1 through 3 of 3, last revision dated 06112114, all 3 �, a � . � QJ Q L Q O L This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Parrino, P.E. dated March 24 2003 last revision #1 datedA ril 28, 2003 both_ Craig Parr , P through 3 of 3; prepared y Craig Parrino, P.E., dated March 24, 003', last re ared, signed and sealed by Craig Parrino, P.E,, on 08li9r'14, prepared, d o = cA +-• = . _ � O eLi C Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. , . . revision dated March Il, 2008, cell signed and sealed by Craig Parrino, P.E., on ._ �, Q .� Co �+— L � � Q . Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. ry� �4 TEST'S yggyp / I / March 22, 2012. B. TEST'S `O ' -n � .� (AHJ). 1. Test report on flexural testing on 4 ', 6" & 12"Precast Concrete Lintels Filled and B. TESTS 1. None. . 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, per ASTME-529-94, prepared f f () p p p p C. CALCULATIONS CA Section (In Miami Dade County) and/or the AIJJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None- 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,C. a this product or material tested for quality assurance purposes. if this product or material fails to perform in the sealed by Christopher A. Haman, P.E. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALOTLATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building ;code; q PP Parrino P.E., signed and sealed b Craig Parrino, P.E. Rn y 1. By Miami -Dade County Department of Permitting, Environment, aril Regulatory Affairs. 2. Calculations for Cast -Crete dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane ansealeParr Parrino. P.E., signed d d by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS one. 1. Non . Zone of the Florida. Building Code, 1. Mane. DESCRIPTION: Cast -Crete 4"" 6'" & 12"" High Strength Precast and Prestressed Concrete Lintels ( ) g gt D. MATERIAL CERTIFICATION: F. OTHER. " ➢+QCUMENT. Drawing No. Fp4b12, titled Precast and Prestressed Lintel Details", sheet I of 1, Quality stem Manual or Cast -Crete Machine Made Precast Lintels revised on M 1, 1 � �' �' f `�` F. OTHER Cast -Crete 1. Letter from Cast Crete USA, Inc,, dated 08119/2014, signed and sealed by Craig b Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared Y g , $ 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed .�' p r7' g Parrino, P.E., certifyingcom liance with the Florida Building Code, 2014 Edition. p� g Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 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 PREVIOUS APPROVAL # 17-0821.18 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 #1 I3-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel .Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino„ P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables , sheets I through 3 of 3. prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no PP Craig Parrino, P.E., datedMarch 24, 2003, last revision dated March 11, 2008. R. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TEST 1None. . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the PC. 1. None; CALCULATIONS materials, use, and/or manufacture of the product or process Misuse of this NOA as an endorsement of any C C. CALCULATIONS 1. None, D. QUALITY ASSURANCE Q product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (REM. any section of this NOA shall be cause for termination and removal of NOA. 1. None. 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 Department of Regulatory and Economic Resources (RER). 1. None the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By main -Dade County Building Cade Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P.E.. This NOA revises NOA # 19-0130.14 and consists ofthis page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elm A. Makar, P.E., M.S. y elrii A. Makar, P.E., M.S. 3 eons A. Makar, P.E., Pro uct (antral Section Supervisor Pro uti Control Section Supervisor visor Product (antral Section Supervisor NOA No. 20-0630.15 MlAMt DADf G )UNTY Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Bate: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/20237 ) 2-o Approval Date: 08120/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/2012020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SU13MfITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Nave. L None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. Alone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By ami-Dade County Department of Regulatory and Economic Resources (RER). L By Miami -Dade County .Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL I�RI CERTIFICATIONS CATKINS 1, None. 1. None. (D F. OTHER F. OTIIEIt 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P.E. _ EVIDENCE8. SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.I4 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Co 1. Drawing No. FD461 Z titled "Precast and Prestressed Lintel Details" sheet I of > � 1, prepared by Craig Parrino, P.E_, dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables', sheets 1 O through 3 of'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last i_ revision dated .Tune 12, 2014, all signed and sealed by Craig Parrino; P.E., on V January 22, 2019. 3 B. TESTS 0 1. None. CL C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By ..�.�J U M m Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L None, F. OTHER 1. Article of Conversion for a name change. O L LLI tom. e my A. Makar, P.E., M.S. Cl' Helmy A. Mahar, P.E., M.S. <Q Product Control Section Supervisor Product Control Section Supervisor z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 a SHEET NO. March 6, 2023 PA 1.5 /T— - 1 L I E CO tP41X: � TILLIT TESTING & ENGINEERING COMPANY __ _ _ __ WAT..TRR A. TTLLrr, JR., RK A.�.k�2o,, =r FL C�UN,,I)0067119 PRODUCT EVALUATION REPORT REPORT NO.� 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-QATEOORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL , MANUFACTURER: GIQbaI Protection Pr 4800 S.W. 51 Street Davie, Florida33314 1. PURPOSE OF EVALUATION: , This is a Product Evaluation Report Issued by Walter A. T1111% Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I 0 of the Florida Department 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 thatrequired 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. EV11DENCE SUBMITTED: 2.1. PRODUCT EVALUATION OCUMEN D J_(P,E.D,)v Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru, 26 of 26 prepared byTilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P,E.; dated 0712812020. This drawing is an integral part %QpIs Evaluation Report. I I "ok""T A Vi" 6355 N,W. 36tb Street Suite M�-, Mi.aml, FlOrida 13166 - ly. PRODEKT-&YAL 2 2.2. TIES ,R PORT$: 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 08109/1996, #96-570 dated 09118119916. #96-T30 dated 0912011996, all three signed and sealed by Hector M, Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/06/1 9q8 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC, Metallurgical, Inc,. dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3.-STRUC QTURAL EMOINLEMMKO-C�� On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as welt as maximum anchor spacing vs.design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-, dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMP -ACT RESISTANCE: Large missile Impact under section 1026 of the Florida Building Coda, as per TAS 201 Protocol. 4.IWND 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, 14,15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor SpacingShall be as indicated on sheets 8, 9, 10, I 1, 14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20,176. 15- INSTALLATION, Installation shall be performed strictly in accordance With details indicated on sheets 3 thru 7, 1 0 thru 20,23, 24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets a. 14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. ---I GENERAL : 8$) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW SOARCS BE FOUND Oki T4L O" FOR .... - EXISTING WAILL� ANCHORS SHALL BE LONG U40UGH TO REACH THE MAIN STRW,LJN- BEHIND SUCH PANELS. I STORM PANEL SHOWN ON tH* PRODUCT EVALUATION DOCUMENT �FCD,) HAS BEEN VEMIFITO, FOR rWRIMANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8,I) AND IN 8 2). ACCORGAACE W,114 THE 2020 ON, EDITOR) OF THE FLORIDA BUttDNC CODE (C) !'�/ff �M�- DESIGN WIND LOAM SHALL BE DETERMINED AS PER SECTION I 620 OF THE ASUVE MENTIONED CODE, IDFA. INC FOR A WIND SPEED AS IMOVAL0 BY 714E OURISOICTION WHM THESE AND - #14-19 PANUMATE FEMALE 10 AND PANFLMATE PLUS ANCHCAS� AS ANNUFACTURW I" EtOO CONSTANCTION PRODUCTS FOR A DIRIECTIONALRY F,ACTOA Kd.OSS. USING ASCC 7-16 AND SMALL .5.0) - 114*- LAO SCREWS PER N.O.S� �� DESIGN PRESSURE RATINGS RIMMED 014 SHW'S 7 DiRU 12, 14, 15, 16, is 4 20� .. 7116`0 - S/8' WOOD BUSHM. AS DISTRIBUTED By ALL PONI SCREW, E40LT A, SPECIAUT CD IN ORDER 10 VERIFY nit ABOVE CONDITION, ULTIMATE DES" WIND LOAM DETERMINED PEI? ASCE 7-TO SHALL BE FIRST REDUCED 'to &S.D. DESIGN WIND LOADS eY MULTIRLYIND THEM BY 0 6 IN OMER TO C I) MINIMUM "EADIED PENETRATION INTO WOW OF TAPCON ANCRI SHAU BE 1 1/2' AND 2* Fop ELCO PANCUMATE PLUS COMPAK THESE W/ MATI U�S*) OESION PRFSSURF RATINGS INDICATED Oft SHEETS 7 THNU 17, IA, 15, )IT. 19 & 20� AND Pmetwfsx FEMALE IDL IN ORDER `0 VERIFY THAT- VCHM ON THIS PC O AS -t WERE NOT OVER SIRESAD, A M NCREAU IN ALLOWABLE t,2) MINIMILLM THRONGED PENETRATION OF LAO SCREW, INTO T14E WOW FRAME MNTJ SHALL St. : 1/2- No FHPEADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PAR' OF THE FTOUIRW i'ENCtRATION, 34RE 0 P ADM MESS rOR WIND LOADS WAS da USED IN THEIR ANALYSIS rAsIDIERS SpAcN, 10 WOW RAN SEEN DETERMINED IN ACCORDANCE WITH NOS. 20111. C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS, MID WOOD SHALL BE AS INDICATED IN THIS DRAWINC STORM PANWS ADEQUAM FOR IMPACT AND WIND RESISTANCE OM BEEN VERIPM IN ACCORDANCE Wtn� SECTION 1626 OF THE ABOVE MENTIONED CODE AS MR HURRICANE ENGINEERING & TESTING NCr REPORTS %-569. 96-570 & 96-T30 AND C 4I IMPAMUM PENETRATION Of WOOD BUSHING SHALL BE 5/0' 1/4' 0-20 SCREWS USED SHAUL BE 1 112' LONG MINIMUM KNESIRIALION --SIM LAB NO- REPORTS f2D32 & #2126 � AS PIRDUCOLS TAS-201, TAS-202 AND TAS-203� SHOULD STUCCO E)4T AND I" MINIMUM FOR WALLS WITH NO STUCCO AS WELL AS AMERICAN TEST LAR Of SOUTH FLORIDA REPOW- 002 1 9.0f09, AS PER IAS 201, YAS 202 AND TAS 70 SFANDAIM, C,') IN CASE THAT PRECASI STONE� OR PRECAST CONCRETE PANELS, ITUCCO OR WOOD BOARDS K FOUND ON THE DUSTING 2 ALL ALUMINUM EXTRUSIONS 'D BE 600-TS ALLOY MID 7UPER. (UNLESS OTHERWISE NI SEE SHIET. 2 WALL, ANCHO SHALL BE LONG ENOUGH to REACH THE MAIN SIRUCTLIRFE BEHIND SUCH PANELS ANCHORAGE SKAII BE AS MENTIONED IN C� 1), C 2) ,% C 4) 3 ALL ALUMINUM S14UT METAL USED AT CLOSURIES SHALL HAVE 3105-HI4 ALLOY, fO) ANCHORS SMALL BE WSTALLED FOLLOWING ALL OF THE RECOWINGATIONS AND SPECIFICATIONS OF THE AWCHOR'S MANUFACTURER A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUMITAL QUAUTT SIM. ASTAI A-6W GRADE be MINIMUM, C-60 GALVANIZED MEL DESIGNATION WM- 56.5 ka, (AFTER ROLLEO)� 8 PANELS MAY ALSO BE U45TALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 TKFWA�0,4 to (SHEETS , THROUGH 6) "CEFT �HAT HEADERSa,14iQ SHALL NOT BE USED 5 ALI SCREWS TO BE SIANIESS STM,_ 304 OR j15 MST SERIES OR COARTY501, RESISTANT COATED CARBON STEEL AS PEP 9 IT SMALL BE THE RESPONSIBILITY OF THE 00WIRACTOR TO VERIFY THE SOLINORM OF THE STRUCTURE WHERE SHUITER 15 To BE DIN 50018 W -Mi YIELD STRENGTH AM 90 kM TENSILE STRENGTH * SHOU COMPLY W/ FLORIDA BUILDING CODE "�50 SECTION 24 .3.4. ATTACHED TO HYSW?E PROPER V4CHORAGE THIS SHUTTER SKALL ONtY a AYIIACHED To -.rNCPM_ BLOCW OR WOOD FRAME bKIALOWGIS, II SOLTS TO K A%M A-JO? GALVANIZED MEL. OR AISI 304 SERIES STAINLESS STEEL WrIN X W MANIULIM YELD 51 RENOTH 10, EACH RICO", STORM PANEL Wil LENt;THS OVER W-8 THROUGH 12'--e� AS PER SIDGIONS 15, S. 9 & 10 A14D ALTERNATIVES BW, I sw III low ONXRS *L5,11 A 12 RESPECTNELY, SHOMI HAVE A LEGIBLE 010 READILY VISIBLE MARKIOG )INSTRUCTING OWNER OR ANCHORS 10 WALL SHAU, BE AS FOLLOWS- TENA`Y TO SE PAR, WITH APPUCAeLE 4ONFORCELIVAI DURING PDRODS OF HURRICANE WARMKC (A) tQ_EEbTtND,.?QlJtgV,CQNQSErE 11 THE TOSTALLAII-ON CORMCCOR IS `0 S&AL/CAULK ALI, SHUTTER COMPONENT MES WHKN "AIN N CONTINUOUS oONIACt Yow - 114'* TAPCON ANCHORS AS MANUFACTURED Of I.TM eulu", RR. (aw r�itli R..i.) THE SOWING TO PREVENT WINOYRAN INTRUSION 1/4' If . 7/8" 0AX-N ANCHOPS� AS MANLIFACIPLINED BY DEWALT NC, (MI#L I'1OQG p-tf,) : 1/4'0 # 3I`4' SCUO-SET ANCHORS, AS OISTRIERITED BY ALI F" SCREW, SOLT Ar SPECIALTY CO� 12 STORM PANEL INSTALLATION SHAAA, COMPLY W,T4 SPECS INDICATED IN THIS MWW�� PIUS ANY BUtLDINI, AND ZONING REGULATION$ �M.. C-3000 p,0.) PROVIDED Ely �,E AIRISDICTION WHERE PERMIT IS APPLIED TO - Ji4-10 PANEUMUE FEMALE 10 A- RANFIMATE PLUS ANCHORS, AS MANUFACTURED Ery ELCO CONSTRUCIlUN PRODUCTS. IT (0) IN* PRODUCT EVALUATION DOCUMENT (P-E 0 ) PREPARED By THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE *rORMATION (MIN 1, P.,3j,90 P�') - Ileo CF TAP-CRIP ANCHORS. AS MANUFACTURED BY IRU-FAST CORPORATION (I' Mao If,s.,) FOR A SITE SPECIFTC PROJECT. Jo. WHERE THE $THE CONDITIONS DEVIATE FROM THE P-E,L) ILI) CONTRACTO TO BE RESIRDWSIBLE FOR 'HE SELECTION, PURCHASE AND IRSTALLATION INCLUDING LIFE SAM OF THIS PRODLICT A 1) MININSUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHAUL BE I �/A'� 2� FOR PANELMATE FEMMIE BASED ON RH'S RED, PROVIDED HUSHE VOL'S NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT to AM PAWUALTF PLUS AND I 1/4- FOR CF TAP-cRIP ANCHORS, CONSnTUCr1CN SAFETY AT SITE IS IKE CONTRACTOR'S RESPONSIBI11r, &2) CALK -IN & SWID-SET ANCHORS SKAU HE EMBEDDED 7/9' INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) THIIS PRODUCT EVALUATION DOCUMENT WKIL BE CONSIDERED INVALID IF MODIFIED. SNCIC,U SHALL OF -ERAIMIED 114* 20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, NO 1, MINIMUM FOR WALLS WITH NO STUCCO. MID MAY BF HEADED SCREWS OR AU THREADED SCREWS W/o HEAD, Idl SITE SPEO-X PROJECIS, SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME If* BUT WITH WING NUTS ENGINEER OF RECORD (E.O.Rl) FOR THE PROJECT AND '" WILL BE RESPONSIBLE FOR THE PROPER USE W THE R-ED. ENGINEER OF RECORD. ACTING, AS A DELEGATED V404EER TO THE A J) IN CASE TM14', PRCQ�ST STONL PRECAST CONCRETE PANELS, PAVM STUCCO OR WOW BOARDS BE FOUND ON T"t P.E.0 ElIM"r-ER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOP. REVIEW. EXISTING WALL OR rLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE RON STRUCTURE VEHIND SUCH PANELS ANCHORAOE SHALL HE AS MENTIONED IN A 1) AND IN AL2) (4) THIS 910, OWL 0EIR 14E DATE AND ORIGINAL SE& AM SIGIOTURE OF THE PROFISSIGNAL ENGINEER OF RECORD WHO PREPARED IT (a) LaCK_2&LA2M_P,-_2Q� - . TAPOGN ANCHORS AS MAWWACIURE13 Eft I I W SULDEX. IN,, It SPUTTER MANUFACTURER'S LABEL SkAU BE LOCATED ON A RFADILI ySfSLE LOCATION AT STORM :/4: / PANEL SHUTTER IN ACCORDNCC WITH SECTION 1709.9.3 OF FLORIDA BUILOM CQDE� ONE UM3f:L - 4 0 , 7/8* CAIJI-W ANC*iOPS, AS MANUFACTURED By DEwAL,1 INC Imi-c I'ge-l�,W Pi�� SHALL BE PLACID FOR EVERY OPENING LA,SELNG TO COMPLY WHIf SE1,TTEN t70,41,2 OF THE - t/4�0 Y S/4' SOLIG-SET ANCHon, AS DISTRISLITED BY ALI PON! SCREW, SOLT & SPFOLALTY Co. FLORIDA BUILDING COM (MIN "..,BOG P,.j.) = SHALL 01, - IIIA-10 FAMIUMATE FEMALE ID AND PANFLUATE PLUS ANCHORS� AS MARUF*MfiEU, By EU,o COKTRQV�ON I r : PRODUCTS rl�,2071 it$ 1,10 11. IN THE (AN- P'. I) , "10M, - , /0 It OF TW-GRIP ANCHORS. AS W-NUFACTIVRED By TRU-FAST CORPORATOR! , . ., - ., - ., - t ., - , ., - R 1) MINIMUkh EMBOONENT W TAPCCN ANCHORS. EICO PANFIMOES AND CF TAP�GRW ANCHOPI. INTO tHE 1 .. FLORIDA BUILI)NO CODE HIR It Velocity HUY cont, zono) - I L BLOCK UNIT SHALI BE 1 4/4- 1 It I � '_ 4, . .* �p 1%7= K I, , 1 20 GAGE GALVANIZED STEEL SIORM PANEL . ,t I ': S.29 CALX-N & SOUD-SU ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE SOLOGI, UNIT No 0.4 1 7 - � Aft'. = — , INTO STUCC0.11CALL HE PERMITTED 1/4' 0-20 SCREW$ USED SHALL BE T I/-- LONG MINIMUM sHOUIA CCCO I- , - \ GLOM PROTECT UnST� kNO 7 MINIMUM FOR WALLS WT,4 NO STUCCO. 12: �_�, ION PRODUCTS, LLC. I. %'Pj,'- STAT OF !t�--- ---> COINC, I -I , _,]I_� - &. 51 STAFF! "I ��;` T.- `L -lull " ,�OR DN . -...WV-* 140'""U""" Xr-. 4), 1-1.1% P_ ,_)._611� 20-176 1-6:. - �0_-)r� �,.V_. ". ... . � pPA, --- - " - I- 1=cx 3 e - 1 - 1 A , , Z - , - 1- "11;11"1)11��A�,��,�,:,�,ilo-'I --- ----- -_ Fog ; I - I I Mppu LEyAvQ,k1LQN_ALRQKLNQ_ZL-V2nM 3 6. MAJERIAL CHARACTERIST C - W6,AND SPECIFICATIONS, 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 sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-17,11 7-LIMITATIONS AND CONDITIONS OF USE. 7.1. $halt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet 1 of 26, as well as General Notes # I thru 4 and I 1 thru 1 6, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E, 1 T2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on Section 1820.2 of the Florida Building Code, I I 7.3.,Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepa red by Walter A. Til lit, Jr_. P. E. (Florida License No - 44167), President of Tiltew, Inc. (Florida CA-000,6719). , -.1 , I.-. ,�t I I � I I ye 1. �o. 44167 _- * STATE OF WATILL D�� TILTECO ADMON RECORDS � P. E. REPORT-20 k OLOnAL, PROTECTION PRODUCTS, LLC I 20 GAGE GALVANQEDUTEEL STORM PANELkORWG *20-'T?B1REPQkT92O-O M-01 / I ILI E00 tillitlic- \ TILLIT TESTING & ENGINEERING COMPANY __ - 1.1-1--1. � - I I .- I - I—- WALTERA. TILLIT, a, P.E� PRODUCT EVALUATION REPOR filteCO&OLGOW T MIF'r T,k.-N. 44161 lI11.;.A.1ANo.01Dfi?I9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTINAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER:j -Global Protection PmduWAJJX 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. TIIIIt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3, Method 11D of the Florida Department 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 bythe 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: Z1, PRODUCTI EVALUATION DOCUMENT (P.E,Ol� Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by 111teco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020, This drawing is an inteig,�*Alydtfl J Q]$ Evaluation Report. , , , of, ,�t� k iti ,,, ,C1 _%_ /;111 - 1:: �-t ' 1-�. 167 _217X-.14.-b�_ " I T 635i NX 36th Street, Svite 10, Miami, Florida 33166 - Phone: COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANEWS (SCALE 1/2�1-) __________ ________ - - . , , -,--. - I- ---- iSAW (TOTAL W10718)- - - - - - -- - -- -- --- _ - 7 - --- -- -- ----- - ,15196' (TOTAL VADTH)- - -- - - - - -----,, : - -_-.----_.-- 115OCr (Enlopffi� WON)— "" --- - - �- r---.-----, � I i � . I I � I __ --- __ _6 1/4, � __ -,---- i � I -,--- ----6.23G- - --------- I T I � . I I : _I.3F4 �1� . 117 !--l.pro" L , 1�400' I i I T ^,bow I "'... � I ", ' ' I � 'N � � e --I "sbo*-, , � O-OW MIA I"" _1,350'-�-�% ", � I "I I - , - I �__, , � �� I I � I l < - __ - 7 GALVANIZED STEEL �� ,, �� - - I ' 2.1561. O.OM* 0 4 4 THICK "IN "I .� O. , I , � "I � I , � F .R=1= � ,< � , � ., ' ' GALVANIZED 1 L 4 , 2-657` - �, / � , "; '_� /--- -7, 75`,�`" '6 2.1. - ,��,7- Z I ',. \ " , � , , � 1IW ��_/ _� , " -Y , "� \ 4 1 " I G-fio Ckv. EDGE - 11 i I -;�-P__ � _� _� 1, y 't 2400', ' ' ,'__ tA � `� - 2,� , Z Typ`� P N AM A-03 7y ' ?' :A� = ' ' / I T - — �J " MI � \ CRADC SO mum , - -NE . %TAIL �� ' "D �XrV I I I I 60 X I I EIM I \_� — W - _1]11"At. I 4ILS, a- V / A , .�, I [ IL. \L_,�' 1 _ _____1 - I � I I - _ I- -1-1 ___ ------ , ,� . - - - --- _ - _, _f 7147 - ,.3k" I,--- - ____ _ __5.2SO___ - -1,350* (I W21111111-ma 0 ENDSTORM PANEL zler - - I ,",,�' �,: - - - fibbi I .-ar - PAREL UP " " , I . . . I �. 7 - .125, ��,f��_ . . � .. %44'0-211, _ � � Do � -, I '.. I 25W . I ". - - 3_10* SERIES %,,!& .a.f- 1 I c I It a � — W1 *kUKED EDGE - " I I -1 . '150- - -- I - I J-125, I ss _�_�_ I " Sm mw,m M STUD Vr - - , --- _;dI. ". I I : , , I I M ANGLE 0 TO MOLE , t s I MA,'. I � 7 � I I I ,�- - R()1D.r ,--�� ,i 4 , - 2 yr O.c. t2 1/7, D'a , ,,<,, - , '1� mer ------ ) I I c , � - I I , 3.375 1 t - --- / I >�, **.Ca- . ____" -- - t- 1- � 6 W9 ,500, , I , - I , - , 'I- �_ I too I ---I " - . 2 06W wo L__1 t-m Z, _� � . PW 1 �95* 7 IM I * �, , Z", �_ � r- 7- � - $a $as .on' I - -, -�,-�" I . , cq�: MAIL j F I 1 : I DIM I i I bilso. I � � 2 125 115*.� - A 01 k75 1. 1_12A�Z� ___. ,I �� 175 � I ,.r� I r . 'I 4 '"Mull-', fh ��,�� ydNl I'll _.___.___.__.. ...::�!l"Sl i I it a i -- ; asv �AT;S] L — Jf rr k I f - , I I I I 11111-1-5, M., ----I-,- ____ I'Soc- - A_TSGO�_ , I Irma I- " , ") P 30, � , QUIETRIC !09W WA" / L_�.000` n - �_2"._.- ROUNDED CORNER 0 ENDS OF PANWS .rk END UP W1 HEMMED EDGE, 'MIJEAMA (N.T S) (11) nlil-dAM kr!-�_P' (�) All= (4 AbIGLE WIIH STUD @ AWLE WITH RUM STUD I--, - t- I I SEE DEY. ,2 MARC I — I ,/t,t it 2/14 ,,�, . '. � ;rpm EDGE .374' - a�L*' �W* -, 1W - ; I- __ __ . .10 � -r- . _W J� la'- - M . 8B I -L- ; !.25' 11*11, f L- � __�� + '420. 304 SERIES - - __ - ' � I �310' --k L 407*1 _,� _375 /I � ,3 - - , - � I I . IS i 71 . ` -t- I F_Iff��)I_i I - n I - � AMCtS 0 12 1/2' CC , I- f - ___ L�� T - : ' -15', i-r- ,�� I 1!!___ - - - I I io_.e� - i �Iw " , , . � -'- I I SWI . - , i - � 2--,-- -4 � _( .39 R,062 I " t\.,..,. I GII* I. � " i I � 114.1 I , - 093. ; 750' -a'. .DIE Pot __ '\ , 8 L" � � �l S� � MWILOCATION AT J.0a. PANIX CVVW .95'r 1 4 J L I_- - _____1 I _. ___ � -1 -I-- i ,_ . -I--- ) . I 'DW 7.0 I W (�) KEY flii7U'_��ER \__ft_1___1/ --- ZD00-- � -,Typ.) 1 : 11 1 1�-.*Itr T 'E' TRACK ANGLE (9 34C *E* MKIK 0 FtM i 0.036' (Alf") . � ,,r--.----, OtRI ; GALVANIZED STEM _m,i 0 V 0A, - 1- : � - - - -i ( ) V, N:.T _#A, Is- WM � I a � ; X , ." -,. " I . � f - I � .1, � 1� . 3.( - I EN 8,; � I 01W , , -0 '67� 9, * i ,37Vt �40 S*0 T � I ; i -------- L 0 � - .- , - " I , � j " 1 *� No, 44167 11 1 � � I � � ,M;�, -*1 I � " L1___1_,_Aa:1__11 a . * . " 1;A J S * .. . - FLORIDA BUILDING CODE ifth Vetocl�, WNU cone, Zone) : I 1 milonom S I : Noce W-VA me, FA , c -A . 063- " , MOM OF PANEL - 10% ASTATE . 20 GAGE GALVANIZED STEEL STORM PANEL L ... 4_,� Abo ,12S�__�-!, S� 0 WING NO S _ � 11 , 1 � I (�� KEX H= �_. 0- V. '.. MON 611, �� . ' ��, ` 0 . - I w IS, ;O� . - . I --2.OW'- -- 0+4 AT PAME __ __... " � . ON PROMIM LLC. 0"N!'" � I- -- Z 11L1EC0,.,' GLOBAL PROTEC'n... S, SMEAT - (1) 2"X7*Xj /A" 144401,14 ALTERNATIVELY. USE OW NUI WIDUT I Zl%>1S1e> TILM TESTING - ERGIRTERtAIS COMPANY CAM n- INIHI ON, - - I'etIe, tou"-7&A F", 0154141"w 20-176 MONOLITHIC wASIQM Al ADMONIAL , - 0.0---ootel- AUNWAN-AHM , � , �11*,3./-1=1.ERST= - (41-0owl M*i —M %,I !9� 1000AN, N� . It I SEAL/501MATURE,10,01: nN -0 TIM mi !t, - . 1 =4U 011" , I - I - , . I - i I RQMCT EVAIA.AnONEEMT140, Jq-AU= 2 Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1,2 of the Florida Building Code, Uhiform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of'South Florida, Report# 0814.01-01 dated 0111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. . . 11 0219.01-09, dated February 25, 2009, signed and sealed by � Edmundo Largaespads, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203-as per section 1609.1.2 of the Florida Building Code. Test Report prepared hyAmerican Testing Lab ofSouth Florida, Report No,. 1123,01-110, dated November 23,2010, signed and sealed by Julio S. Gonzalez, P.E. Tensile test report No. SCM-1-48 by QC Metallurgical, 1=, dated March 13, 200% signed and sealed by Frank Grate, P.E. as perASTM L-8 a , nd Tensile Test as per QC Metallurgical Report No. .1 OKM-11 31 8, dated December 1, 201.0 signed , and sealed by Jerry Jaciofano, R E, as per ASTM E-B. I NEERING CALCIAATIONS On 24 Gage Galvanized Stee4 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 in accordance with section 1604 of the Florida Building Code. Calculations prepared by 711teco, Inc., dated 12/1 B/10 and 08/27/13 (for this revision), signed and sealed by Walter A T11111t Jr., P.E. 3,1016151LEIM 0-RE"I TAN"'u- ' LarMgemissifelmpa underaWilon 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 � I I I 1 4. WINE) LQADS ISTAINC5., � BEW 24 Gage Galvanized Steel Storm Panel has been verified to sustain Wind pressures, Maximum pranel length shall be as indicated on sheets 3; 9, 10, 1 1, 12 and 17 of is of Product Evaluation Document (P.E.D.), drawing No. 20-175� Maximum Anchor Spacing shall beas indicated on sheets 5, 9,10,11, 1$ thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutteir assembly, as pot SSTD 12-99 Standard. %e-" U D.M.,02 . Q,1� 4 + � (�- (�)-@ � D. M.. (@, @, @- @+@1G)_@l PRIM= RVA1,U010N R09JJLNQ_2A-kU= 3 5, INSTALLMION- Installation shall be performed Strictly in accordance with details indicated sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.[ drawing No. 20-175. Minimum separation to glass shall be as indicated sheets 3, 6, 13, 14, 1 5, 16 and I 8 of 1 8, of Product Evaluation Documt (P.E-D.), drawing No. 20-175. . Z V t-MATIERIAL-CHARACTERIST[GS -3 ANQ 6PECIFICATIONS; I Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. t� 20-175, .5 . Anchor specifications shall be as Indicated on sheet I of 18, of Prod I .Z z;; Evaivatioh Document (RE.D.), drawing No. 20-175. W --ix ::t _7 . LD :� ED = 7.1. Shall be strictly in compliance with Geneiral Notes No. 1, 8 thru 14, Indicated act _t; on sheet I of 18 of Product Evaluation Document (P,E.D.). drawing No. 20-175 = prepared by Tilteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E. - .t�. ::. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Code, 7.3. Product! shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Ttlllt, Jr., P,E, (Florida License No. 44i67), President of Tifteco. Inc. (Florida CA-0006719)� i�,��_Nu, M4 i Vt *. - , - - , ., : WAnLL -11 /3 . D_'1 TILTFCO ADMON RECORDS � P, E. REPORT '20 \ GL.QBAL P§O IAN P)g*,. CW-VANIZED STEEL STORM PANEL kDRWG#20-175N REPORT*2"72h7h , JVI��.._IORM , 1/4.2/4, 3/4. 4/4. 5/5. 7/5, IW/10 201/10. 3W/10,, 4W/10, +6/5 wllw. SIV/11 & 7W/11 _$" MkX_____ ____ -.1 ANCHORS�. FOR CONCRETE SEE SCREDUIX 04 SHEETS 0, & 9 . ... ... - - __-r :no:_� 2 I* MR, : � VCR WOOD SEE SECTORS ON SHEETS TO & I i ,� (r I —_ — , I 11 I I I" I/ � 0 6 1 1/4� 1 VASL GAP DNS AS ) I , i , �- --, --,.I-- ,,--Y--- -I- 1, 1-1-1 - I � I I I I I � I . I f f � i - � I i 1 , I - J - - - � __ I i � � I I I I I I I . i I I � � I I I � � 2 i . � � I � I I ! ! I i I N � . f - I - t , �b -i— � EQ � I �, +I---,---,,- - T.- . I I I , ! li ; 4 1 - t.- - I 1 _� T 1 1 41, �'Mvlj ! � I I ; , i I T I 1 i 1 I 1 i � � 1 r I � . - � � , __ ------- i 9 BOLTED PANELS W/ 1/0-20.1- S'S. MA SOV'N/ 71ir - 3/37* i �, *NGNUTS 11 E OVERIAPI I . (SEE SECTIONS AS APPLICABLE) i r, I I I I _ --- I.- -1 , L-Li i I ! � - � - -T-IF-r- � -1 i I E 0 d f 1 I I � 1 i 1 I � 1 J t ! � I i 3 I � ) __ 4 I. I 1 I 1 � , ii ol 41- I __-, ': = -- 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, , L__3: - , . I I IW/10, 2W/10. 3W/10, 4W/10, 6/5 MIN. I 1*511V/10. Will & 7W/11 L* . ,______ ___ . _ _ _.. . . ANCOORSi FOR CONCRETE SEE SCHEDULE ON SHEETS 8 It 2 ' - ____ ----"- - FOR WOOD SEE SECTORS ON SHEETS 10 III I I Tuts 2.67' (6ft O&RIAP -1 *fOLE VNIM 3/4" Alm GAP -4-0 a) a) = (n 0 -F0 >= a) --I--- -,.., 0 I Ld) 2 _0 C — CD (b _4� 0 -0 CD _I._, 11 Cn - a) -L- I �(D -0 0 0 -0 -= -0 = 0 C 0 CD_ C -2 a) 5g: co = 0 := U_ "_ — M 9 - Ln M C%4 (n >< - a- -0 (D E L_ a) -4.— 0 " CD - F .= " ca �_ C'nu -0 ,0 c . - -1-13 U) c- < .!t� ". ` 10 . = � .,. = , a ppp� A hk; pr,� W MJ 11 ______1________. ____ - 11 - - INSIALLATION 12ETAIU EQ8 REQULAR PANEL.50) A A EW OQUO 9UM.5 FOR INUAMON IN RM M� INTO EXISTING POURED CONCRETE OR CgNCRETE BLOCK SIR!& QMM %= OR = INSTALLAILM, Wa 4; INMLLATION DETAILS FOR REGULAR RANELS j) & t`1A /4�2**VC SA I YAUD ECR WM& UEE SM AND E72 KW 2M NU 2M INTO EXISTING POU-RED CONCIR -IN OR PINELVAIE 'EMAU ib� . , ETE OR CONCREJE., III, QK 5-IRLICTURES INTO EXIS11K POURED CONCRETE OR ONCRETE 9 M OMNORETE ANCHORS � - PLUS OR OF W-W COAORM mic"M �'111 I (SEE SCHEDULE ON - � M?V 411'e-, I , -1 I -----,----, ANCNORS� FOR CONCRETE sm SCHEDULE ON SHEET a . ..... . --- - __ - I V ME SQ'IEDLIU: ON � IRE sCHEDULE ON SHEET; a & o) SHEEM 3 THROUCH " \ "_�' .l-,_NA* - co'c" ""Clices . S-em a THROUGH s) - -.1 r-,! h. ,_ --MuRm CoNcitm T=� ---T-l" j FOR WOOD SEE sEcnotis ON SHEET 12 J. Cn (SEE scHwar M -\ I t ,,� , _... F � , i2-'-I- ---IllI l* DR CONCRETE BLOC9 ,--- 1 3' M-1 smirIs a RiActuam - k ___E I `� It '/2' 1 CA_Q I � L r mo. 2.57- _11�_J ) -D,-- . Z� - --.,. -.-, __ I - m, ", * PA * REQUIRED CORGREO, ANCHORS L 41:01AM 1 REQUIRED 1. 1, (MR. OVERLAP -1 1, w.. ft; -ORm "McHofts - 11 (4�, \ _-,�� I . fil, � _ _ am - - EM , SHEETS a .."O'CH 2 - '= '�� ="M=_=_ � -- (tim scHEiRILE ON : CONC*M ANCAtQRS 1, . - , 11TE - - 1*10I wary) . _ WISGNB�Nl ( � (S., w`.P`., w '�-- . =Itff� ' -L A. : �- - _114�_XPL,_ - - i L -T "M � .-" . I " (D .ir I, ; I 1' I i Sim iE, i s5a srEcuLE ON I CA I I I I -- I . I REC, I 1 94m a) I I : I *----- - - -I I -.-- ___1 iTiNG POURED __ 1-41 I -1 I i �� ,�� - . W : j L . L, iNI I � - 411P.- _V% riv — I �� i I 11 � I I � � , -4 �_� �' — \ " 1/2�: DoPING POURM ,7 E i . 2�" ar-=%, - I � L � -� -1 ..... :1 - _11, - = amn 1, _ , . .1� Me L - I �� I ; r ! *. ; L I Te - i � i � I I � I : - ; I 11 i Z - -L, � a I � o . - , M_ ' L I i .V Ve"V" I E6 �*�,zl : � I z � i � - i _1 _L -IT" : I I : -4 1 : I . ; I ; ! I- . I I I � ; ,I, - ___-J! 0,,,k -* .(& " , , I : 11::::�,N ,! ! : 1 __7 1, I I 1 1 i : � i ; I - I I �� 6 I . I I I- , I � I I I -:� -, i i I i i ZS: : i I I �1 � 1 1 1 1 L : I 1 ! I i ; � � �� I D"STING K cp� I a I Ful '� Z � J �1, I'll, L � t -;� � i : It : � ,I I . ; � 1 Sox 1 2 -1 , I I � - I ; - I I � I I I'll I ! I .EWMED -1 _2 � - 1) . � I.r '. � � r - r ! � -, ; ; ; I I I I � � , � L I � U) coscom Le --u- . 1 1 1 - -4 � i - I f � ` -4 I �1� � : - I � MSTING POURED � �, � 0- ; I 40 � I Nl� I : : I ! -1--ee,10 - � 9: or UIP -1 I iR' .1-1 ! I L i i I It'. ,�,,� I � . ) � L I a � - i 911- c� 1�n-�-,,, ,-,.�� I EISRO � or IV I - I - , I , 11 I 'E,_\ � � , Z�� - . I I s DR - � a L . _j ; ,1'1'�� I I �` L � ! ; �I 5- L ' � * ` , , , , , , , --- �,�r ��; , I _ ,I .VL.S1. I i6o� I . 11� I Aw i �,� - -_---_-L 1 __ - � � I - , W _J 1/4* _-;�--_�cX,,�-,�, � III 11 IT - -4) - Ill - I � _� -_ --- I � � � I v - I ; 1/4. 9 I I � I I ;44- "- ; �`�`, I I � "I I I - ; , I ! �1.1111 - I W c- T I I I I 1 o,li, � , � I I � , � � - z 1 - - , I � I L � � � - , ��4"��-�,Y,-- -, Iii -1 -W, I I ! - (1) f, -Gi% I .3 � i I , I , �w - "I - - __I,�"[ , - - , , _ 11� -4--i __ ; ! -:� �%klx ,W. IF � � 1, I attUto, S i CONCRETE: MCI:,, : 6 1, I FiL_ I � ; _43 i �� i --a I _�11 I Ir -,- �'- -7,--_��77_ � ... - �ZL 1:� � N"' , , I I I - I _ - 7-- -1 1� - - � �_ � I 1 , .r ,� � , , �, ,,- � ; � , i � i 04 SIOIT 5 " 'Ir Or � - .4- - - - - , , 1 � I I ,,,, ; I I I L I , I %t ga� M. -1,00 I=MMIP, " � ! � I I I i 0 I � - - tiours If/ � I �� i I i � � i J i , : t ; 1�_ r I L _1',A � V i - ' � , a 4 . 3,� , 1 . � � ! � 'i , �_�_ ,� T i � I I � is I I et" � I ; am sm 6 __ I " � I 1141_S4�L_� ; 11 � ; 1� . � I 9 1 vait, S" * g � (0:4 ILI'- � __(D 9 - ; I 14 ,A- .. I ,I i I �� 4�� , � I . I � =3 ICU _D1 I i I ,,, "Ml� � , , I'.. - ; - I I 4 IW � ! � !- ,_� 11. �_,_____�._' �_ .... .. J_ ... 3_J .A- I i � 1 '0, ; lee 0 rAw, � � , - I I I , , � 'T:i=iIR , I I I I � "i".; I , 0 � ! , *I "WHAVIl" To I - � - , , * , -I , -11, . I I -1 �, I L I I t � - la , I i : � , I- I , T f ; � � � .1 I. � j -- - I ' "', ] ' " L I W1 It= K.vw a - i - %Z115.0- � ! . � , , -, I , ; i � _11� , _"� M, . I iww- ! 111 , : � 1 tsc- i t �_ � V, I R L j I , I � � � ! j 31 , , i � � 0 f- V b I -1 It , �f 4 , � I 9 =111-11 , ---- � omma I I 01211-11 -: - , - L -: - "A'S - _- 11 - I It _'gr Q%A41F.", I - � "'. - � I I 1 1 : � i � p, ,) I i 9 I � � 1 ., " --) I CA/( - � . , 4, i J -. = � I C 'RUWA I &ta t�L , 9 . , i Z" 1 (1, - L'' I i I - _ - -1 > - - I � � Aw lxmii. � , � I � i I � i , I � - � 1,;,� - _=___'1 I � , I o"Als " a i ; � I I I . I , : I ; 9 ' �,�' L _: , - cw� , I - I L-.--- --- . LL 'I got --- --- ___ -i I - yik - I I � L � I " L ,' I I �, " -, _ I I ; I _ __ �,,`, - ' - I --- i I . I pOu loN - I 9'. ". � I-- - ,� � , � �,� " � �411 J i - _'_ L-L � i I 4 I I I i , � sETRIN, 5 010 I 'o-lit, I i r - . - I �, L; f - , : , sox � I I I I = I .1 i � 9 L ! I X 'f _ - or V - - � - - - ' 1 GO 9 I - � : � ;1 i I a 0- . , 1 ii � � -_ 1 i � � ; : 1 1 ,iou, i^'. - we , I 4 " ' I I I . , "', * I I - !��;, - , � 4 __�- � i ; � , ,� ! � � - - - 114"' - - I M SCIEDAF :a�r - . , I "I __� - - . I - i7/8- 3pt ;- - I- - -I J ti : , i , . i I 1 I � I i ! I ! i � ON tew It F1$3W2�' (� � , � I I , ,.��r , - . Lot " st?'I'Am. t I- 9 I , ; � : T , � . � �,-,�,,�.----,' 9 - - . ! M "ASS. i - - i i ,�.. . A 1 1 1 ! I i - 1 - : � -A- . - [-(!) , : I, 13!, i llaltnlk ; ! 11 - (D t I I I I � '0, I 49L " i 'i" - '�' I I ! 11 i I I � ! 1-ill I - 'n I 77! � i � L 't I I I - j i .� 1� i t I ! , I I o- I f I v� , 7_117_� " - I ____ I i I r, I I I 9, � , i � � __��_ � I . - - I I �=_ - - - .1 I I - � I I i I ! - � _. ' - .4 . I : I I , " � I - I . - , - - � �,- =_ ___-_ �L,T_ - ;1 -_ - - -- . - I . U) . � I I a�ff 1 W-W= _� 11 r------ . : ,� . . I __ I < I , I - _ ! Aw= i , NRY sno if I I �� I l�-v I ,", . `,"_ - ,, 1 :: � � I 1 !I: : i �, lofmWstliIi. Si - - - - - - - - L/o ; g I . L � I - , t4 J I . L : 1 1 i � ,�,,, I ; I - I : � � I l-, � . i W Extstrm POURED; Cc, - � ;1 40 � I :�,,� . i I ---- %,!� I I I ; k= .! ., I ED �' St � I - I � 1 1 i 11 I i - I _11-0 __ ,� It 'Ir ", *'I ,/2- Ita � __" , , J� r - , - . I coNcRETIE BLOCK I . I . Lf.* - I . � oM 3.Ljli.�� I � I so% - I �_ EXI - CURED ,� 1 1 :1 �-� 7 '57,�� 1 � I I I CONCRETE OR . - I'% 11 : t �L 1 1 1, " - ;, Ex'sloto POURED_ ED -�--� 11 i CoXtiP _� ILI,- ! --- 77=7777- 1 � I I - , I i OR - �, �, i . ", . W4" - I . Elm STUV 6 1 _ - L ,� I , i -_ I I �.. i ; CONCRETE OR � f I I CONCRETE BUDCK �_'� I . . : , 02, I ; � .- = , REQUIRED �.<, " : 112 1/2' .0 11 : !&,�__ - I CONCRETE %ooi :�'. REQUIRED __"� I _ = - �_= WX W � , , OF 'I- . _! � ; r IMP., D.M.4.6 L*1.114r I' IMF, 0 , - REQUIRED. -, �-- _. E D. ", ,,,, i ; I 1 502 - DRIVIAG POURED I I I I . ___- - � L � � . � I-q=t [44 : _'�I� -,,L I I _�, - - OF V : I � . -1 cae C:�,- - I I : �1� . -- I . MAX � . OF 'L I, M11 - 7777777 , qTp ,. -��-�,,�-, CONCRUE bit I ,,,,, 11 I I ,�_ , r� (D .9n, 141 - I .11 ,,�, ,,, L" f / �- 1. I L' 11 9 I a 1 1 WE � �PLAM ", I __Ct AIAX i , ; �+ _,1j"_J_,,�,_ �_,_ � : I � I I _ , ��" : MAX _---- -ANCHORS: FOR CONCRETE SEE SCHEDULE gplq�_7 9 - __ -_,_ ___ --, - Z, 0, - � Rimum I �x CONCREm OR -,-- I , �, � I I �,, - � I I � " � FOR WOOD SEE SECTIONS ON 5 IX . I I r"t P .1-i C'MANNOT IROCIC L i ED ) � - �-?r, , 1, -, "'. ,,,,- -, ,-,- . 111,-.1 i I I - fl, =3 L---J. __ - I 11 ExIsTING POURED I � -il MIT. - A; f e(GrING PoUREI) � , �,, sc&E 3/16.i- "Ea") , " � L___.��, . CONCRETE __ .,- _zUI/e- � -W. - I -,,,-, � , 1 1 - M=�J L ; �, , : ; L � � . ,31 , - 7- , . I 11 X."� , � T - , , -0 I , �11' I - I -. - ?" - III i I _� � I I � _. I � ! I I _'� fin ANCHORS I L , v., cov".) I I ,,, VVIN-17- L.�� 11 I, 11 2' �_7L � EL -�,, I � L_ = ' ED. ,:.� I : I � .1 I ; � ; REGULAR 0 EX"TION C - , r . *ffl � $I t , - I I STORM M�2'9P & I ANCIORS co.cRET qXHORS, - SIAS Dir Ike - I ' - � kBovIRE! , ,'� ` � I "I, . EIr -1 , . . ism sclnuix ow- '� , - - - Epe* - I coNCRET ANCHORS I �2' � I ID, _L� CONCRETE "' r,-*Q4-'. _g� I, I � yll�lv. IM/49"M rt II I : CONCRETE BLOM I , L �sm �.,, ��, -!f . I'll 11 4 ), ��'� WP-MoMARE , 1, � " sno * IS - 11 "', y , I- � Z ,a I=. � ,�, I sllfa4iamo W/ ST. A .. . (1) ,,_ lic"EDUME OW I (SEE so,ma D.--- I i � " ,,, "" a THRII'" .1) SHEETS 9 THROUCH lit CALK-94 OR PM%3EMA,%! '1� 13/4� 1 'No � `11 =-I=". W-.4m., I "W"'I � 11. m , I e'll I � � 0 - -1 -I--- .___._1 -1 I I I I - I ��,� � � � I SHEETS 8 THROUGH 9) I si� a mexxt. 2) POPIX "I Nb , U I _,.&� . i I I � ; , ; 1 1/4* WX. CAP IL L I - - --Ill- I � PUS OR OF 1AP-ow I oo"I'Am ANCHORS -, - � (�) ��,:��,,,,�,,�,"�,,"�z-�4S��1,1� I I / LE; `� L [-E,Z77 L_ (= scHROAL, I I ! ,, 1 � � I I ,_1 ;�� _J,_J � �, �5oolf � � � 1 2.67, DR �11 (�,L __ , , , 7r , WAIIIIiA sums 8 tHRITAR4 I I Iill�_ I L. 1* ; I , ( OR . . � . I " I -, -, � -P-201,3/4' SS� SOLT : : ", � -_J-.__' NIL of" -1 � WHOLE vitalf) ,� " WAL4 MOUNIKO CEILING AND Wit-0 Ourr N 1"NG ALTERNAU MOUNTI a _ ,M01,111f (Q.1111111 IO ,11 ajil OUT MOMWA I - f i ", � ii7;i�, I I _' (gL L , � - _!/4 , , I MOUNTINd , " ,� M o- L . W", r 11 ,� I : WVt27/6 W;. '� �_-_ -��,: " �_'_ __ ____ � 21/32-, WING NUT � �� . 210c� - Z � O,C � _, _ � �L� . ...... _ � .. ..... . �,__ � 91 - ta I __ w*.r1111_ . . - , /-J)-* � � i , CONCAVE ANCHORS - . . _Z5 � .& LNt W%,J We -Mo. t2or I -'.' L. , . , .1 WW SCALE 3/8-1- SCALE 3111-1- WW - ,. 1) / -i, � * -k- I �_/ W VR. t i � I M I ... " ftA..X : : EEM44toull ON i-, -'-.---,-.-.L _. I-- _ r`VI`*FU`,, L i I CONCRETE ARONCIIII I I /*� mw aw :L(3 0 a) I T E.D. - I 1_rOE OF COSTING * NEW I- ARDE , VARIES F 1/11'� � - --poNtRar AitcHm stAnovoito : 11 I rm wKwa ON r , FIERNNG ICE ! , . w/ muo (Sa scmvx on � t,w 2) i . EDGE DMIANCE I TWA ALOW TUBE OR I'* - I ON � --(').@ -1 QA� I sHm LIT I *= DR SEMN A=A_1146) a) : 'ALSAMONAE j 4E SCHEDULE ON __ &_ . . -1 I— I I �- NE CONCRETE OR � L,t= I ( ExEsTINO STUCCO/ PIT wow PLATE SIM= I � 9) __W - =," , SHIEETS a & 9) ! , � �� -low I" � RWRED coNcictir OR RETE 8=x Rmum ..�. N SHOT R - ,Dl I k !GiiCSiF,E ,MGGA emam SME 3/3r�l' 1 . I � , , I I 10 RE4UMED " ICU a � i. , * NEW i' WIDE If VARIES . 1/8* 0 � � - - - I 0 I - - L", . M911-MR-91IMBNAIL I ", � i I k1u, I I I � ,,,.1 Aum. Tuse OR I' . VARIES - I DIRE AN No DIRECT, ANO WALL, UNTING DIR4GI MOUNTING -, . *� .. I i I I . PJL WOOD PLATE SPACER - , IQ WAL&I MQUNII M ; Ec.l. I '� ! TOP III BOTTOU MOURTINIGS CAN BE INU ip i. . I BERND TRACK -�,, ; , � &LOO INUMIA11 INUALLAWN : 12 'Ir Cc. �, 9 ... "111611ifts, Top & BOTTOM mouINTINGS Cm BE - ��, .,l, ODMCRM ANCHORS "I" I COMBINED IN ANY WAY TO SUIT ANY CAIWP,�H) , SECTION 2 SMIQN 10 0- Ahz I Vo 11, COMBINED IN ANY WAY TO SU',T ANY . Oia scHwULE ON "� pj� RR' Ili] �,� INSTAEL�knoifi :Em,p � 1/�'. SCALE W J I I ,�At* C� 'L L' , �, . I A S,��Jk A. rQ,!�,., INSTALLATION. . SHEETS 5 nPIOL I _ 1 ffi "'N', LU -, � ;R ,,,, :Ii, .. .......... , I I L I - . , A. riti"-s" =3 ..x�, I- 1�* � � __ � .. ;.....�.,Ft --,I , - =, _,��'�___L� * .. % 'EIV ". ." �- --U+ . . _,�_ L ,'. �." _� - 2 , , I , � ___, I I I I , �_ W I - I I. -1-1 . ,_ � / � I - I ,-/"-,\,--/ 4, i J`_ I "", �9_ I , I \ I ` I - I - , ", I ,_1 . , ,�_, - - ,�', - -1 I I 1 4 1, I I � .1 1�1 - � I I I I I 1�_, I- I I-1p I I 1� Li , . ;: za *_1 Z L� I I , 1,"i, � _<. ". . - , _�,_� _-:,_,;1', CIU .- ;_ _4'.- ,�r =2�_, .. ,,��. -, I ,�_ . . L ;3/4�, L .. 1, - . ,.� -p- -4� - W. — �_ . 4- . F FLORIDA BUILDING CODE (High velooftity HIM cane Zone) .. C FLORIDA BUILDING CODE fth Velocity Mu cone Zont)l __ E)OSIN"; POURED , : �, J .1 k FLORIDA BUILDING CODE (High Veloc!!X H on. Zone)l _cqN=Tl oAclopet-, axtr,ugR w ..m I.OtH, To IN, % - q _ _____ ___ '.1 . - '-- oxoIi mT=, .c. f`LP " 20 WE GALVAR NEL . 20 GAGE GALVANIZED STEEL STORM PANEL < coNcRETE: coggg in= .", .2020 "Olim INC fP ., 1. �L P202t; l"ORO). INQ r.P. � I �Ie2' MI., ,� .. - _ED __ ____ #*. 7 : = , vAA W 9,0`10A "IM, . . - , , . IW - * - .1 I 1, towl,m m64"m �, - * 0IMAN ce" . IRA" 1`1 - . No 14167 . a REOUIRED_ . a 20 GAGE GALVANIZED STEEL STORM PANEL =) .. REWIRED, Rk." HaRr. B. ;* . IZED STEEL STORM PA DISTANCE f . DRAM w. - = * :Z_ � � - RYM/sit" 1 * .. * �� 07/211/2,10 'Z,1�'cnL.EU`.K ."\� t _-�'* � TATE9� _` � 4 SECTION X-X =_ * - * - - = E.D. - EDGE . �, - - . - GLOBAL PROTECTI SCHEDULE ON TOP & BOTTOM m NOS CAN at ... --. om __ SHEET 9) CoMaINED IN ANY TO SUIT ANY CLIUNG AND E _ - / 4" SA, 51 stilm DFUL EQR SPACERS OR " \ RKO ILIAL $ STREET Am S.W,. It s"017 ORID*7 11 L I 9 C 0 mc" \ GLDBAL "'OW'ON PRODUCTS" UC' — scAUE 3/8., S- _� S or. I / 11LIEC0.111c ON PRODUCTS, LLC - (SEE _� 3�1 - - 11LIECO.. GLOBAL PROTECTION PRODUCTS. U.C. RM,, Z _.J_" MQUIIIING - - z,. 0 -, -401,G�> III no" A, giI=No cwPAXY tW,E, FLL IUS" INSTALLATION. !?�, �;�.. Z D`MC Fl. .44 __ _ 'Aw? tt*Tm & 9=014011,21ne, 10WIL FL 333H, � ,�� & __ Rfmc (IMM,lati-mo, fAx: 0ANtle-em 20-176 - %,O, I � NOM4 060&1`0_15`4� PAIL (o54)m-om 20-176 . �-*� -�_.. - " (w"-73415, F-K (".)ASS -ow 20-176 M ]PACKS ADJACENT TO IDMaRM DAM "'111-elii : . R I 0 11f "Al _`T-�101=, . � 0; �M.701 , _1 'i". nl":�. � Z__R*,.. < , "n ..., ,.�-.Pi_ � - "., ,__ " mmc� 89M - i, ISMAN; N. -,(M-- .1. 1 ---.-r- SCALE 3 11 9�; - , - - ommoc Nu %-0.1 C.M."f; ow PON" w - I - A `_ V�` IfALUX A. TRUt sD�_UMMUFVOAT .N.,JAZZ711, I I"TE `04=11. I _. - � . , ""N'T""T" _;_ -+-:- am . IS, 20 "laest, Lk- * W, Zr, fl� _J I f�t - RIGIS�M LI,, i .4161[ lEZ'#= I I I - 1, - I - - I `11�4 11-4..1MfP*""`N`11 - 1V , I I I - I _L_L__.;.�1 i��i_ J_ I I - o toills"IiiI, _ - FU)Rflt� UP I 67E ;W; 15 Q_ SHEET NO. SH 1.0, 3 b, WALL. AND ELQOR MOUNTING INSTALLATION FQR adGH w ON lHm 4 lRP4M PNY19 PN:RE,C :NCklq �r55DPNT ±1,9 R.N.P. SPLIT PANELS P9UREp ,� Yl , ' 4(4N'-6• r , a. S.. --. ANIXE - s»rs-n A�;�l I > USIA3-lb +rrm4 T i 1 ,: Mox. 1' 1• 'g t Z rrA 4s win t -tom,. ' - ._:.,z) ]fts'P maOH RL 1• i y I I I , EaQE a< WAt1 •. - L*w. WJ1DL11 wt z 1/•' C !!! � 1 I (' 1 1 i N APPLEABIE `: /.� --' tr, REw•Twa,a: PRO n P/1FNW nasrn x:, I ; I as { r g cwcure aezH ..w. W t 4• 4 :1 1/2, EX. IS �..(t- 3k1[9 OtOtl« t4u0 Etak ...._I ( .-txMIN. ED ,5....., ...A...�, _,..... 1 s 1 SCAR€: ( } 1 1 l { f 1 65 jt N3 x• ' I .. LUJX" - Wb3-IS ALLOY 1 tINEWIE ON T"d $,IEM _. T- ; - i , 1 ' 7 "S !•._•_t �I�II'D��iI �IIi .-.� i/4• I E I 1 I 1 t rNMON MPN 1 / t I I f y I �^ w e 7 t 1+4.P/ 1 - mraere a ada !I I I' Nr{ (I R1sM0 55. SALS. # 6' D.C. Y I i f}lufO ILOGt 1 t 1oR �rwaA twal __ �T� tnew ears 1 _ 77- _ j I OF ,s9aA P.r., A_ra3smA1� Ng91c _ 2� - d 2 1 ) II is ti 1 I )LT - r.xN+/•YQ'-r I t s 1, M MG.E t s : - T4RN � - 1- sow • C-NE Nuuron 2 a 2A rO jrrP. TM+ # eO1tON) 2 __4 4 Y��' ' J ! . SCALE 1/8+.1 SCALE 1/4`-1^ '. u°°YiJ 4A]. 54:ALE 4fB'a1" MULLION SCHEDULE ON A1[LT3 a e 9) ow '.AIRiE b # 91 MR4.. wv"X N.. SPAN (Ft.) " REQUIRED tun, TUBE MULLION •^ 2` x 3' x Ile ? 4'-e' TO 5'-e" 2'' N 4' x ,/e' > 5'-e' TO C-10' 2" • S• A 1/6'. > 6•-TONIC B-9'. 1' x fi'x ttB' • SANS VV FOR AS,O. L451ON PRESSM RATING TTOG ^' NP4W�1•T,UGBESSTE ,SSHK6 OMENRG arkunON 1 SCALE 3/8-1' NOTE: MVWON CAN ALSO BE f1 TXAEO W/O StgRM PANELS ON TOP OR %RTOM SO T1LAT. n B LOCATED AT VIA BOTTOM OF OPENING. (ONE PANEL OPENING W/ TUBE TOP # BOTTOM) INSTALLATION DETAII��OR REGULAR PANELSn & INTO EXISTING WOOD STRUCTURES P ,r4) ut]Pr011 MF �-M iv.x it .. ,,:A, 9AWt^f9 PP21wRPN - 70 n6111%0 tNOVb/ - , _. I. -L WW 90Op • C 9t /IMP xpN •, ,„ -. �t 1Rw A Y-Ap OAR. `I; a9AA Aaj bC' At Li .• t r .. 1 l ♦ P.C. w rt 1 M. nwv4NP:Pa4ErAr:rx !x'• TIP C•STNP NOW wna: ..-' .. , M lFC 406wA • t ii... e' �}j{ NINKW _. }.: 1 1 ,ANTI rlFlpw ♦1 r,:Y -m imw ,l#ro ._....,... .,. .. 1lNDAm , m RVY7PAFY41A -_-.. ....._ Qi+M14" ftbs-n .. ,. li Oiw,1 IA1wIIRE i/ •41W TMA- -. ALa tuww. RA# , t: la"A AAm m OC9Q P " iMu PA R� jj 1 4, NNK • l«9R ftW 1{+• pPu, Ar 1 I • tt fAC K - 11x •F0: 1 -:1- ' 1 1 • 1 I W uM4 -Mt WTI f¢PNA ro a:ns 8 wN iwl ro #°OMb"OMAss. i I WMI MOUNTING $I 3 Z j IMAM BON - ALTERNATIVE i r 1 _ _ _,..�,� � . _ ¢1''R SCALE 1/4• I r.4• wow ' °m' rsP• •nw Tex 0 1�« HIUi I` -^ i1�Y -OUT MOUIiTTNG INSTALLAi70N - VE t W TT Nm,Hw ,, «Y MO RA9es w 9•.ns. I M1 WR11iP1 iF WING _. _ QF1IING 8 FLOOR MOUNtM WALL R FLOOR MOUNTING WALL MOUNTING INSTALLATION' A T O V I,�� 1 AZINS - ALTERNATIVE s1oA P I _ SCAM 1 4' - 1' -- SECTION AT T0. S LIMITED TO +5 5 67.0 ( 5, / IHS"TAUATION - ALTERNATIVE 2W AS-0. DESIGN PRESSURE RATING) SCAM- 1/4'- 1' rA•WfU^ A�ip•IS1�L I 1)) rs,; , • r� «� � IA rr401 AItOe41 -_ - t r• Mo �Mi • R• Ps: -�ix wmovHtm rxa NOTES7 AVlA1tY,�,t�M �tC{Nrf. 1'�^• FLOOR MOUNTING It16S'.IV.LAT,ION -. SIFcTION #AW SCALE, 1/4' - I' T. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN UP TO +95,5. AND PANEL'S LENGTH 76 8`-6": LOADS +*� • .,• • ,,^+)'�r�"fy $ Q: 9 GEED ",;'� -72.0 P.B,4. ?. FOR NEW WOOD FRAME CONSTRUCTION: 1PlDDD UP MEMBERS TO BE SOUTHERN s r„ . Si: S 3 FLORIDA n LORIDA BtiILDING CODE (High Veiooii Hurrloo a taro PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EGUA N0. 4167 ? s ix9'o MIEP). ° 20 GAGE GALVANIZED STEEL STORM PANEL FP- DRAIN Dr.. yDTE FOR CDMerNAnON DF sE T DNS: - - f _. __ t 9'•. GLOBAL PROTECTION PRODUCTS, LAC. /�_molS.W. SeimTOP & BOTTOM MOUNTINGS CAN BE Y T COMBINED IN AN WAY D SUIT ANY �. O '.. ,( RiOT' : ` -•• 'i, ACC •. . • • �.� ' ' 'sn [4ep1 5, '41 bmc PL 3"1. Ab. - - w mA vglb Nioli.E n m1F6 POI (954)e�-73a5,.FAX: (95a)PP9-e797 20-176 r..» ImU fJE ] RF-IRE INSTALLATION. Q LAL� ArAFr7SH11 1/HL11t '-AFALi�Ttd�/6ss'tE _ w SNFCT 10 ft Gil-aapArl9 WKTEII A TBAfF ,R.. P.E. *1-,+A �r - a W al CONCRER ANCHORS CONCRETE ANCHORS FOR CONCRETE ANFCFIURS: SEE SCltlEUTAF. ON On 14; - (SEE SCHOWLE ON .; (SEE SCHEOLkE ON FOR WORD 5CRE1Y: BEE, SECTRRt UN) SHEET 1S SAW 14) '� SHEEP ,4) �-'S•"' - t, dL )w/t5 t/a 2/4 aA/a apt a/a t, 2 tw/ts I_...!'Lm c 3 M.. POURED COHCREiE pt . _ I. w n. _ .SOON �'\ I '\ POURED CoKmr `+F • II3 ) REOMRED I - CRfa l Cont } 1 1 I IiI�+� _J_ . _I.!. _L.J!�.i._-i..i_ :`- _ _ �1,� j y yl!��I--1 y- �-�I�-�t SHOET 1�EAR4TEN! i ' ��`` i SH TO l� 01 � 1�(P ,1y , (IF%,EFIOA f StlOEiIOR PANED � OM ALOR PNt�j LEAN PAOWLj Ii i! t YM3(3r P OYWING �MMVT j 1 Sm IT N /2* ax, EV -.. SVO 4 e 1 T 1/4'hi' 11PDH97E b/6R MI.. ICA4E D -,/-Ij4••al' 41A�UtIxN�FN.��y WTIy- wf SPQONIFTS 1 11 -' ^T'�� {{ j i) i Y .. �..:_.. _............... _.. �..'_.... . 1_...... ra a I.a "I o,c I LSE@ DER. T(14)1 _ T "e 1P 1/$• O:C. 3S•EE OiTP 1 v ((( i ( ) - a y (,;r-TERta LOCAmN i-t AT [1m PKR15t j D(�F.' oETlw.s 1(t4 / ) OR CONCRETE q ..;!L& a 1A 9 I I BLOCK RECLINED 1 jk f' f /a 2/42A/a 3/4 OR 4/4 1, 2, 4 hW/15 t, Z k tw/15 I I t y ( [ ALTERNATE LOCATION 111 -J PANEL ... AREA W/NO LRF SAFETY PANELS(,SEE !O )S LW j LOCAFETY OF L4E i.s: REGULAR PANELS W/ OR -____ . _,L_ op�RY FANEL - W/O REGULAR TRACKS (SET: NOTE 1 BELOW)LAW _ (1j CONCRETE- 0L2E �J _ l �" f:• -: I s F. . _ QpFF a LIFE SAFETY SR'•IBA PANEL OPENING SHNl " / EWO�OE, aR 9A$ a •fy AL- DE PRgr W REM NANOLE SHEET 11) PtAwEO CONCRETE--'' j GN� CONORIIX+) -! E 1 iA I. FN"Al1A, ,NSTALLAI. G RrTENOED Cmu. RE1wRK0 T MST CR REM 1 C ,E ANar j-,._t".._ '� OF BE KREE DIED FROM N9DE 51RucTD (SEE ,---'-E.D. ELEVATION _ WALL MOUNTING INSTAL!-ATION yygj� AND a= 1dCIUNTmo . INSTALUMN ASCALE "- SECTION 1. SCAX; 318• - I" - SECTION 2 SCALE: 3/6• - I' I(M' A14x OAP' `"•� t # h:#'i 1j4' Mo«.-y.,,-. .'..' GIP 1 ND_J3EE-DBM..-FAEM(:i...5.r.$iF,M:.IN5.T14idR,(f61i.r. ,_„ � :r 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) � OR AS AN INTE)UOR PANEL, (nNV PANEL LOCATION IN BETWEEN END PANELS): 7 W1ERIfbi PANELS. C( g KTERN4TE LDCI,tIDN nw7E 1) FT LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS EPA PANELS- (Wf OR W/O REGULAR TRACKS.) � Am 17 r+ h Ps p 2. IJFf SAFT,Tr 5TOR PANEL CONSt545 OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION 0-8 PER COMPONENT^ SHEET 2 OF DRAWING. SCALE 7j32--t- E36 TH15 PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE 'ASIDE OF STRUCTURE. 3. LIFE SAFETY PAAI¢ RECLINES TOP TRACK TO BE COMPONENTQ& 30TTOM TRgCK TO �VVAA,�".�/"p1.Tluit✓t�f BE GOMPONENT A5 PER SHEET 2 OF THUS DRAWING. . , COMPONENT4D Y BE INSTALLED WALL OR FLOOR MOUNTED F00,04±N0 SECTIONS 1 G mow• ' ENS v F 2 ON THIS SHEET, AS WELL AS DETAIL , a 2 OA! SHEET /4• \\G FLE)RIDA. _ BUi(DING CODE (Nigh Velocity HMrr{GOne Z*no. 4. Min., LENGTH FOR COMPONENT � IS 15'. = - KD. * = _ npap iILTBO, R1c 20 GAGE GALVANIZED STEEL STORM PANEL F.P. Max. ANCHOR SPACING FOR COMPONENT � ANCHORAGE AT Gomm iE. GIVEN ON •k SCHEDUIi$ & 2. SHEET 14. - OANwi R,'t * ': S` - COMPONENT MAY BE PERMANENT OR REMOVABLE -ATE"^•. MCY ,,......._ {{ SEE : 5 i11RALS MR INSTALLATION INTO WORD FRAME BLRLTN44F,5 ON SHEET 1S.�O'A�j" Q(LR� EC O Alit. GLOBAL PROTECTION PROOUCTSF LAC.. 9rt� i8fm S.W. 44 SPREfl �4C[+�« 6. SEE SkTM 4 FOR DETAIL APPLICABLE TO THE NECESS" FOR THE INSTALLATION OF i n T REDO # NEERMO F:oMPANY OA4T. FL 3]3i4 AIA SxP OAT)iA,• �'(' 1^w Mi. M. A•. Hs iNaN,+Noba M1 A71w 1'HriM: 195471a4.7585. FAT: (R54)b•0-8r9t 20-175 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCOAMID BANDS. rfAAN a xTl-um. rt..1FR0 m_w< : IFNIIMLALt - _ aew W-- DIMS tin- wwrr•1•. no" 1- PL, SEALtSgiJM1U1R'(ORTE CA-OW871q YA4tTER 0. t11UT i P£ BP. r.1M :SNRii' 1] OF R+ MMIMUM A.&D, DESIGN PRMURE RATING (1),2 ) A�II CORRESFQN MAXIMUM PANEL jP NGM "L." SCHEDULE s1�►IR (VALID DIMLY FOR A NISTALL:AIDONS AS PER SECTIONS t THRU TO, ON SHEETS 4. 5 A 6) ' BOLT® N/ Fj1'1-xCxt" S,8 WE 3: Wilma Ar DAMN, a 40.0im IT PANEL (MLLID ONLY FOR PANELS •1@& t{y 045TALATDONS AS PER SECTIONS 1 THRU 7, ON SHEETS 4 S 5) CONCRETE * 41L544HTI1NNNjlkf AT14l a E \CENS' FLORIDA BUILDING CODE HI Vetxll IN cone Zonal 3 ;• No. 41677_4 NLzm Qc. 20 GAGE GALVANIZED STE€L STORM PANELS FA z'�yyT ut-_^J-_.a • A, 1LiT' r-.-. +�I T V 4' INC. +IXW SR. 31 STREET 1 !( �sAFR�1TGLOBAL PROTECTOOF! PRODUCT$ LLB.'. orj"fe AA7E: - y''•'. <' ,t 'a?�� ••^ ,^•• � ` � AW. DAw bw> DA4£. FL ZS3 u �u 4.wN,«c N.x«I'41 PIaNF' (984}MN-7545. FAIT, (LYAF>1•R'er9r 20-i76 hff !Q L is _ •+x- . tmm m-°ua , : tW4 N - me a,:.°N emlbmo: wb r alwwt. apG. 9RMYft1O. ENI #MT SEq./ 61fAT1(E/1Mi. CA-40Gb71fr w4,d A, TALt1 .:ro'».Pt. D #O q.W x '' - . i4. _ pIEEf a LIF S4 QEMSW�p1WM Ai0. RAma TIRE P IFIKOi iSEE1 R ) S�fAA 'm b.Ai �N cam�gN f)AiKJ6,F.10 9ELMR 1 '� OF 11fv_ 4b5.5, -720 Y-$' OR LESS I a T/4' UMBpL1Ep i TNRU S e 7 bS3S, -720 >7'-6' TO e• 8 TN . ' x StJ" LMeW.lEO 1 iFOLU } # 7 2 ljx• ' �FTt 6 trtJ:B, -MI-Q 1x'-4. OR lki9 I 3 F/'f• #' � A R e t0 MnR�uIM Ai.a. OEiK)M AUWIWAI ANgIORS 5PME4fG race s;:o _ 3 1/z• •` } ��"tEABL{ TO P SECTIONS # LMKWM LOTION O 1xP-GRIP fMK-8i PAtNYRE FE)dNE D P.WE1WfE P.US SEE 515E7S DO # 11 i0P ANC+iORS iwE ! �AC9m FOR w110 tACpp n1Al:Q BAM.OIO. MINIMAL ANagVI 39ALYN63 AND tA9fIMUY Et16C HSTAgCE ARE IIIOI.'A,ED ON THIS SCHEDULE FOR E.D. LESS THAN lmRadS'O ON SOMEDVLE RB1LmF ANCHOR SPACING BY iA.AtIF'4Y9A3 $PA09N0 E+POIMi ON SONFDV[E in THE FAsfNDI1C FAL•TOi6: MR 1}69 iWERMIDN 1E, � P4RS1&E SINCPIO 08TAREO USING FACTOR Sus[ NOT % lf3ffi T41r1 YR,b1VY SPACING I/QCATFD FUR-12,Fdt A1FCH4i TYPE AT ANL4bR$ I.Tafl,a. 7WK itaw IIPCON _. 1/4S 1/4•; 4/4S 1f41 1/4Y rf tlW_8t• -ONIC-N fIXW->ET. cw rinlsl Ti/8M9 M) 3 3 i 3 a i/a a ! 3 3 4f2 } i/g 3 t/a AOill.>FS Omi f7113RIR) - RICRIR I-ttz• 33 so- _ _ _ _ 9I ty - - A9 au /.m t,m 1/4• ID.. 5/r LEND DRESS &GANG w/ INSTAL.LATION�E'A U F , REGULAR PANELSSSSS� & ,traaaNa'ss MS e 1(4' Da rOR PANEL tENGTP6 W t0 S'-6.' ."AND B ,/4' O.C.. FOR 4E71G" LA^ TO Sf r MN- ON L1,4 v INTO �STiT NQ WOQQ STj��, CTURES 3: PAYEIWiE FINALE 10 OR P PAd+S. ANELAu7E 1' I t: i 12 1 2' 0, C. iF011 i t0n. 1,+RflmE6 P tA' ENE7PAtpN TO fI6WER FnR MIA. tE7RT1HS t li ,(4Y iw 4P.e' t , DowSCREWW MOM P Y I i 1 f f :1 1. t 1 { ) t s . 1 t A I t 4 iNt Jt .L' P k410 I NUr 1 A' 0t. I ED F 1 I , I - EQ L.1 ! 3 l: 1 ED 1 1 :' QtIOC VOEW Y , M REOANRED I �T s D i. 'Yaro MOW L j 1- Im"m I ' II ATTERAL4'PIVE 1W SCALE 3fB=1" ALUMTIVE 2W SCO E 3/8.1• ` I BEE SOH" SON TIOM 8 I FOR TO TN1Yt - F RO SA'P 1rM1M:N rD CRABS: 1 1 I t: �f 81ERY STUD. r' # 1P ICON OA:. t" . r 1 - t EQ !. �, r , ED •` - 9 1 1 En pp SIP : i I Ent i I I L E D ^ 750 y±4 T L-1•ta. - REq!RSW '1 : +, :�• - 111 1/4` LO, x 5J8• LONG BRCS BLISNI4>G W 1p•P-xWr S.S. Ms. e 6 114 O.C.F FOR PANEL LENOPLS W 10 5-r S ..i �� . 1/ '{ . " t I .. j j +O e A' ,, �,. WOOD PATE -. 1/4' CC FOR LENpTS UP TO 8`-6' Ma- DR #14-10 PANF�Mili FIOAALE m OR j r.i PSAIt 7Ji PANELYATE PALS a Ix t/x' 0, C WITH t ,I /4%lAG 'i'PiWS i 8' OC Wj ALTERNA 3W ALTERNATIVE 4W - l y ,/Y IRrt THREADED PINETRATOM AT MIaWIDT11 OF ENMINF WOOD PLATE FOR --- Ir i T4lFAKFPn+ER KN a^44'J� ', •-AeLaAOR• YPiATC: SCALE 3/O=1' SCALE 1/0-1- >,[ wtr r,Enmisw m e'-aY MPH. i- �k�AHCIIOR �Q DIRECT MOUNTING INSTALLAMN !NSTALLATIOti NUME L CATIONS NOTE : SHUTTER TRACKS NOT FL'M IAA'( SCALE SCALE 316.1" AHL1HTlrTrpWr •."•, T• INSTALLATIONS. ARE ONLY VALID FOR BUILDINGS WITH kS.D DESIGN LOADS °`+;•" Z $' Td', tires .� BUILDING CODE Hi h UP TO +55.8, -32:0 PSF AND PANEL`S aENGTH UP iYk B`-B", 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN r,.�,• q,FLORIDA � :1 '«. �O= M7d0RL Rx'.. VaIaGLh( no 20 (IMAGE GALVANIZED STEEL PANEL:ORM"t cone Zone)[ F;P.... PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL k � STORM � t TL F R CQMBINA pL aF rYior c, TOP & BOTTOM MOUNTINGS CAN BE Lt .. -' St '��`�. «nt om _..- 4 �� .. i ` Nc. LL r T[3AN4 a f#MS COMPAtFY GLOBAL PR07EC7tON PRODI TS, LAC; 4aLo SW. 51 I- IL 33T1t m� COMBINED IN ANY WAY TO SUIT ANY -fy. cC,�I --- �Nlli xR, waWw, vaoPa. w ulw hw : Q•I.- i� rl. (mT m-Im N-7 RHdc (P34)mR-P64s. ra: (954)s-#7a ixr «bvi.- N-p - w w1 •x: 20-175 11RUY«D Na INSTALLATION. IL1N SFaL/SIOAATimEjbAi - "LATER A 1RL.:.P., P.E m P.rn STUDS 0 C TO i ^ 8.i a. 'at6.l. .. :.. .. .. :�Ay e8% •: ai+ • R L �'+, STUDS 0 EVERY OVERLAP tt2- 1/2" 0, Cj �c3 HOLE) PANEL - Ole w, P,% I) .3• MNL {CASE 11) 7' MAXIMUM ASD.: oESaN PRE:SLH# RATNO r t' 7APCCN OF TAP- � CJ9%-#I PN1fL3MTE tEMVF m. iW1f1AlATE PLUS APPLICABLE TO stcTtoNs I a cmooutm OF THEM MA1lRIiRA rA14i LN01H `L (t4) 'f0 LaN�ETE BIDLX TO TO 1AOGA To CONCRETE COFX a�m BLOM To COMCAEIE CONCRETE BL001I TO G7Nro BLOCK 6• N/A N/A N/A B' NfA 6' N/A 8' N/A I & 2 (SOP) -72.0 9' 7` B` 9' 9- 9' B' 9' A• ®• 1 (BOTTOM) 5`-O' OR LESS +55.0 67 NA / NA / NA l V NA / 6- NA / 6' NA J I & 2 iN• CTOP) -• F2.0' 9' S` 71 2` B' 9`. 9` 9" 9 (BOTTOM) T-S' �«55D -72.0 6' N/. /A Nf A Nf A 6" N A / : 6" N A / 6" N/ A 1 Jk 2 (TOP) - 7'-6" TO 6•_9•. B".. 9' 6' BN 6" 6' 8" - 6" 6' 1 '(BOTTOM) MIR,kii ASa. 0940 PRES5:IRE. PATS _ - K MO a S/R' W TRW TOP OF NOW - OWE A (SPA a r MN, FACR T>W OP AMAJO APPLICABLE TO S£CT10N5 % 8 ASAtto C00ia OF THEN KAMM UM PANEL LENGTH -L' (TT,) T olap +49.2 1.5 3• 3" 4 1/2' 4 1/2' 2 (BOTTOM) 7'-e OR LIES +52-8 --66.0 3' 3' 4- 4` 2 (BOTTOM) 7•-5` OR LESS +SSA -?20 x 1/2' 2 t/2' +' 3 1,12' 2 (BOTTOM) 7'-6" OR LESS .550 -72.0 2 1/2" 2 1/2- N/A - N/A 2 (BOTTOM) 7•-6' TO W-0' -+55,0 -72Q _. N/A N/A 3` 2 (BOTTOM) 7'-6^ TO SNUB' ,/,v SEE `,` SCHEDULE 3 /2 FOR Mmt ANCHOR. SPACRic. 71a _ •.li = No, 44167 ALTERNATE LOCATION A7 ENO PANEL O PANEL. ''-��M PANEL LNmwAM ABC- etAYI W^- PANrL IBmit1 F/4SWI1Q Mllfi 'A' IW.) , SENAAr10M 70 OtAS3 PINil TONOTri011 «83A -Ta.O Sr SEE SHEET 16 FOR ANCHOS TYI>f:. 4 SPACING POI INSTALLATIONS INTO W06a FTWYE BLN.D'6: MWWlR1 ANCHOR SPACNKIL AND MINIMUM Eta DWANCE ME A&RAITO ON THAS SCHEDULE, FOR CO LEES 11" N%WAI b ON SCHEOAL AFAUCE ANCHOR SPACING of MULTWLYINO SPACNIO S... ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS aPEFMT" TO BE POSSIBLE ACTOR REQUCCLO AWED USING F NOT RE THAN LESS YINlAPUM SPM]YND II A flaRCA]Ea TAtH ANCHOR 1,'PE AT FDR ANCHORS LEOBro MR ORS ANCHOR Y'NPO . rAiPut$ TKOWa CT TM-9AN �. CAIY-PI t o AimHOR BPAGm (bA) ] S 3 3 ? 1/9 aSIPaWTAwR P:R�. LRr) .-. b b� 3 ] 3 IG6'AAIm) CtiVI#'1 R4fA-AIMS 3 •-. ••• 3 J. 1/x 3 t/M - 4 ,-.-, �x Ea Os+� aRR6�q FxroR v 3 ,/r (VALID ONLY FOR PANELS l)k MISTALLATIONS AS PER SECTIONS 1 TNRU 10. NANO SHEETS 4. 5 h 6) MAXIMUM N0 XMW A SPACING FOR E.D. - 3 i/:r " _ - AS-0. OEN6N TAPCON CF TM-GRP Cb.Kn1R - PAHESIAATE i19W,[ Po P"+EiNATE PLUi Op T rPPUCAIAE Ta SECTIONS (IO r+b1PM4H4 PeY✓E) PRESSURE (WPL) TO COlORIE TO COW-31m I BLOCK TO CONCRETE >b tlMCRL1'E "LACK 1 i0 TO Cam^ ERE 1 CONCRETE 4 BLOCK TO CONCRETE TO CONCRETE BIRCH so CO+CREfE 1p CpltliEfE BtAtx i ITo CONCRETE 1 TO CONCRETE BLOCK ANr 6OMeRMT,ON OF THEM tDIGTtf 1' (a) 6' N/A N/A NfA - S` NIA 6' N/A 6- N/A N/A N/A t (TOP) 6' 4^ WA, N/A S' 6' 6 6• 6" MIA I N/A I (BOTTOM) 6- ) NfA N/A N/A 8" - MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N A N A N A 6" MIA 5` N/A /A 5a N/A �� N/A N/A 2 (WrLOM) 55.5, -72.0 WA ¢ 6. 6' N/A - N/A N/A 3 4 4 (TOP) ;>7-•.5"- W-.6w. ON LESS B" N/A / _,....-.,.. N/A f .-.._.,..-L- r.- 6° /A 6. 6A ,.., 6" 8" N/A %/A 3 (BOTTOM) 6' N/A N/A NJA S' `:`'•N/A 6` N/A E. N/A N/A MIA 7 (TOP) S` A' N/A I N/A b' ;. 6` 6" 6` 6' 8" NIA N/A 4 & 7 (BOTTOM) N/A NIA t t 2- 2 /2 -.. 6 1 4 J •.. - t T 6 T 4 2 f2 / !. • 6 1 4 f t 4 b / R .I.. 6} 4 / e fi 1 t , j N/A N/A, 5 (i0P/BOTTOM) 50.6, 63-3 NfA_ N/A 12 1/2 6 1/4 12 /2 I /4 6 1/4-6 f. 6 /4 _'..6 b j+ N/A N/A 6 (TOPJ801TOM) 8-8 Tii T7 2 55.0. -72.0 N/A 1 N/A 6 1/4^ N/A 6 1/4' I N/A - 6 1/4- 6 1/4' 6 1/4' 1/4'- N/A N/A 6 (TOP/BOTTOM) '-6' TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 I/4" 6 ,f4' 8 1/4° 6 114' B, 9, 10 (TOP) 43-6. -48D S' !, Y 4- N/A ( N/A N/A i N/A N/A N/A 6• 6' 6 !/a' 6 7/4• B (BOTTOM) OR LESS 6" +" N/A N/A N/A N/A MIA N/A 8" 6" 6 t/i' 6 1/4' 9 (BOTTOM) :. 12'-4- OR LESS N/A N/A N/A N/A N/A NfA NJA N/A 6 if4` i 8 1/+^ 6 1/4` 6 1/+' 10 (BOTTOM) SCE SHEETS 1% 11 AND 12 FOR ANCHORS TIM A. .SPACWa FUR R}SMLLAMNS, INTO WOOD FRAME BURAV& MIAMI)M ANCHOR SPAONLS *0 MIAN" CODA DISTANCE ARE WOR>.TED ON THIS SCNEDi IE. FOR ED. LESS THAN MDQUED ON SCHEME REDUCE ANCHOR ;PACING 8Y MUL'DRLYNt SPACMO SHOWN ON 51:4ff0VAP 8['. PIE FOUDI M I FACTORS, PW INS OPERATION TO W POSSIBLE. REDUCED SWWQ OBTAINED VS" --ACM STALL NOT BE LESS 'IN* NFALIN L SPACR40: MOKATEO TOR .EACH ANCHOR TYPE AT ANCHORS LECEN4. Amm TM tf4'w Wiq'AN _ 1/4'b as.w-alP ,: t/4• ,le._ 1/4'0 T/ro _ th" "OLIO-sIT AA, ANn10• VASW6 Do 3 3 3 �4AF9aiiNQ 0w1aMw Ba) ] 3 3 ] ] 1fa RFA, Atl44 CNe•w tna L'nj.. 3 3 ] V2 ] ,j2 4 4 ,/2. emsm.m am FA•t T0R ..,...... l(Y - _ _ - ffi44,-_� 1,00 rOO "-.., - t.00 PS31/Y' T,OO - LO CC e 2 Z W s � V 'O N C id. y 'a7 Oq CM Q Pd CV 3 d d d- C rt-, l7J d d , _i d C , IAAN.G `.4AP1A`�`A..:. r114T ' ;✓� s F % FLORIDA (IU(LOttaG CODE (Ht 6 Veixl Hurricane ton NO. 416I 6 MTM. 'NE 20 GAGE GALVANIZED STEEL STORM PANEL F.PWm m ' Si = GLOBAL PROTI CTION PRODUCT% LLC. °invanzo {t E C F / i < Y LNC r fltglaw* •. � 20- 76 "•.w Liwc: h m r t ... Si , :: "•'a _. �... 3m+. tWNn.aFi4q, m.. LYBRLE tR3aN�-TBIa FiM6 t9aalmR-na INSTALLAT IN-R N FOR REGULAR PANELS 'I & ;U INT�1 EXISTING WOOD STRUCIURES i, 1 x - - ,. ....... :14-.fl P TE PLUS G - ANELMA t 4 .. W 1 // 4-•1 I I 0 PANELMTE PLUS - 1 j, Q.L B - 14» P LUS MELiMTE D 1 T4#i TAM.31 PENIETRAl1ON tD TH T TWN REAGt:O PF7IETRA TO € NTxD �R t { TFRTEAOEL) TO POD t EiaSfiHO 7VODD /M1EApE17 a SS E#45TbH0 w'OOD H" .. Fj10ER I 11EOULt� 1 { E%iSTMG WOOD HEAOEt+ MEN" f I d , h r I li i , r / r 7 i i r t6'4F](3x• I I t E1TAr stem • s, <• a s i- ! 37) it EWtt 41Vp # , •a 4 4 .a / lip a Z OTA1' STW' # I 31. • cc, f WOOD R HEApE ED I f,� f WOOD FADE. fi a' HEADER i M(n REQUIRED F' 44 'fe - I Frio 01) &F iR'32O,IlE OM { SEE SOFEdRF W � : � SEE SQR'DAAE GI ` N� F'pR IL b : ij iDR v.,-. skp wr1OI i y TOR ARA1fpN 10 O1f5i. J : 10 GfAiS. '. - i.. 10 Guiss. '. - Mox. PANEL. LENGTH (SEE NOTE 1) M8 R/ 7/B•f °*` - { - -_ - MOIL PANEL 7 t P 21Pn §S (54` ) CAS, wt 7jBY a ,. LENGTH _ - VOTE 1) I t.P :pa sS f! - r -. NaA. PANEL LENGTH g (SEE him 1) j1 C - _.___ _. I ; y O ' �CYrAYVI€ v _. ._... __i ONO, w 4 st�M.MOxIl,iw I t[ ( j[ t 1 } 6DE t 5OL F I i 0 W.` LTAA OF "L" i MAx 1 € O' '1„" MAK 3 I 1 i `•''M1 ' 7 'wN] 32' SS MS wf t M"3{T�e I wI0" _. F 7 , Nam': �tA1T - {. c4VA' z4m e' a 1J••ac � A � .,. •. _- L ;�", ; ela l/2`b.C.. a -. EIL 1_.... .-,..r - ,.�_._._ i ---- !i BA LAG SCREWS2 • I _'t OTNRFAIIFF R 2S4' WOOD PlN/1r s- _ `' t REOUa1ED FL J8' '-`+bt0 2"ei` q'O0D PATE , - REWIRED , _ 2 .0 W000 RLA1E - " t , t REWIRED I f NM. PENETRATION AT f 1/4' 04., W/ " THREADED PENETRATION O _ I M9TwTOTT+ IY PLATE I MID WIDTH OF PLATE V4"e LAD SCREWS O _ _._6` O.C. W/ //STAGOERED IPENETRATIONe- y - `- .. ', - AT MR)WIDTH OF PLATE .. 5C1LE 3f8-t- -oftam ti=, ::.,CALF 3/8-l' SCALE 3/8- 1' I. INSTALLATIONS FOR ALT£RNATIVTS OW, OW & TOW ONLY VALID FOR 11I11IHINFrrr/rr BUiLDIN DESIGN I WADS UP' O +43.8. -48.0 PS,f, ANDPANEL �!'�:.' J�i/J•4yyH *� LENGTH UP t0 2. FOR WGOR FRAME CDNSTR1tCT'iEtN, W000 MEMBERS T0. BE SOUTHERN •,•+I' �r8 NEW PINE P .. FD.- R THE N0. 2, W/ SPECIFIC ❑EhISIT! fl. .55 D EOtIAL. a q.• CE�j�, •S'. AL' : 'L� �� FLORIDA$Ui INPeCOD - h T/FA)tiol rrtc Ib E CHI HU one 'Zo11+1. - NOTE FOR raMBiN4�xRI ESF cFCT1GNs: ,.. I No. 416 ' MAN we 20 GAGE GALVANIZED .STEEL STORM PANEL F'' TOP &BOTTOM MDUNnNOS CAN 0E COMBINED IN ANY WAY TO SUrr ANY j. 11T: '�O' FL N� DLL)@AL j L t' Q IHt PROTEGiiOH PROaiJCTS1 LAC. °' INSTALLATION. RtD q, AT"•.- ,... rti ''frM7Sf 1`o"t a aa4 - 9u•0a n .1. ••p^`.: PAIN n, NP T-, do ftr_Ts1 48M sw 51 stISET' ouRC, rt s3a14. PRONE-1 iR5'T3683,..TSta FAIL (654)M9-171n 20-17fi (>)jA THEE CA-0008719 raw •b®..+ Ns:s Hmb,s oftumO HP 111/11/1 2 SEK/&OMVDREtOA NAL- A TRIM a_ P£ m sx-i,r - MEl 5Y M m INST T TAILSR F ,/4 A LAD sGREw e B GD. W/ INTO EXISTING WOOD STRUCTURES WOOAaee'PENErPArRin ( TO Wi>oO r I I•� i r)1 � 5 T L� � 77 tl 0R I �ti 1 I } .) �yWOOD EO tl }If.MIER AW11IlPM1 E pp I' } ' -A ( - WL'#M MER {{ dN �AjF --�4- f e• EYE3eT � sTBo L ALT,ERIVATIy,E 1 AIPI:in. ATI�E 2 j � IL 1/B' YvA -'4 1/b"w1" MRCNNE W/ t 5 SEECmm S SIDINATION TO GLASS- I E ; • t L. t • I, - ' I' � IW)00 PLATE 1E.Www I II REprWEO ALTERNATIVE 3 ALTERNATIVE 4 IRATE RE- 1 f :� TP4`s Arse seWLws . G" as Wf t , jz' #EIkYRAT10N OR it49,O.d(6"%OWN 8tvw. wf _ S.S. KS, r Y O.C. aR WQQ�i FRAhI�CC}NDIT��i IS ANCHt�R Li7CATI0NS i/4"#-20 IN 1(4`"4-� LT.L,TE 1T,wE m M, i4M&$R[AK PUA a r O.C.. Wt t N2. 19n. it11Y{ATEO KNIR MTRIN To EpsilG PAoo ,'�IA�V,E, SOLE- 3/e' . V *ME BORE SHUTTER TRACKS NOT SWIMM FOR CLAIM WALL MOUNTING IN$TALLATIO ALTERNATIVE i W SG1tK 1/0' • 1' O. INSTALLATIONS ARE ONLY VAUO MR BUILDINGS WITH AS.D. DESON LOADS UP TO. +T)5.5. 7a,0 WU AND PANEL'S LENGTH UP 70 W-8'. 1 c ucr WOOD it SS OR pem5 TO K SOUTHOO, -I.MM, Q Q U t0 i CL U�/� ■ V/ R..RN..R L LI C Z z Q J d SHEET NO. SH 1.1 - -------------- I -ANCHOFI5 ISM SECDONS ON SHEETS 17, 18, 19 a ZW--- ------ �, :,. MAX 1. 101wi I � ; - 111U/11. 4A/17, &VIIL ... 1111� SW6/,f,7S,4#/I7 �1,4 a I 7BW;jftj01L � Fr'ftw/Io,'fA*/Io It akw/w rw 0 0 a"jw 1, AIN, 1 1�� O.M..,(k- - - ----- ----- 1 �- - --"; � -- - I - � --,I,- - - - -- - - - -- - - --- - -- --- -.,- - -,-,-- ----- - -11---------- ---4 I-1- L I , � � � � , 0 i � I in 0 0 1 0 0 A 6 �� I I �. c - - � .." ... � - -- 4 V-,-- -- — -- . ---T--- --.-----.-----,.I . � , I 1 77 I , " � , . �, , 7 F � I , , i I I I T I I I "11 I 1 H i I , p" i ; I I I : i � " I . � , I � 1 1 � I 1 i I ' I I I 1 � , � �3 I ! � " i i , � , , ! i 1 i j ! ; %1 � i � , I I � � 1 i i�� I I ; k, 1 t it; 14 � , ; 1 � � i i I .1 � I . � , , I I KD�4� ;`!, (D. � � d � I � 1 � i rl"I, 11 ? i I � ��,�i— ,,-4 i I , �p� � � A] k",� � - I � � fumi f ! K 1 1 � 1 ! Alma "NM M � , , � � �; I I � I I Lift SAFE* 0" MID. I � 16 11 � . � v I , , , - � , , --�..,-,I-�"-i--.-��.�--.-------.�-lt,-,,,�, I 1�-111L4'-,---S - �, 1 i I I 11 - -- 1-il-1-�-1-1--'..1-1- V --� � I --- ---1-1111�� - - i�4 � I I i i V� , � , 11, I I I ---I-"--,- 7 I , L -� �`, " , - , Mo. I - I i� - -P-0"4 -.1 I I I - � , j � -------I- It'r 144F ,�A I A I � ", �, , � � � �i 4�rm-&.% tl�,� �- �� , , , , 4 - 1-, - -1 -- PANEL LENGTH , , � , , , � I 1- I - I -, -- - �Tl I - ,, I , � I I I I (SEE scH LE) � I ; I I I i I 1 � I EVU . � I*-. ; =,-!r - 'I � : I I ; 17 1 � i I I 1 4 1 1 , ; � r -, I I I I 1, 4 I" J 1'' I 11 1� - - " , f � � � � ,,, .� - 1 � 1�1 - - i ,", e, . - - 11 ,- - -� , , -1--: 11 - � I 1--l- - � - , [-T---,- I I � -, � . 1� - -7 - - � IT - I k - , � 1 -I'll - I I - �i -7 ---- i , ,�',, , , i - � I - f - i � , , I ; , ' I 11 .1 v I I"", - I I - , � ! � � � i 1, I 1 � i , 1 ! I I , , , ; i I I � 4- �, , � I I I - I - " I - , , 11 - -- -�� ", � , i " , - - � ,,, ; I � "' * " I � t "A � , I 1011-11 , I , , : I i ", � I I -- , 1� " , . J � , � - - ". - - - . 1-1 1� ', - J, 11 -, I I - ... � 1111-1] - A � ---- - " � � I I - 1-� j ... � - -L.", , --l-, - , I I I � , �,,, , " I I I 11 - - -� - - - - -, - ,I I - -1 , L - -.1, , i , - , " - U�glftm- , - -�� ,;I' , � � I � , � wtiI - 1 -!----,---�,--�--:-,-,,� ��.'','.11.l 'I-- -I+,L-"]T.:] , :-,- li---�, --":.: , I I L-11 i ,-:j wnw - � T � ; � I I � I 1� !,�," 1 - = I I am ow"s 1 � 1 � � I", 1g - I'--- ----,- - - , PNAG, �rt A I � --- � -1� - I om@D,�Bi L4,I,�,—,—Ln 'i , -- - . , — 11 . I- 11 I - I - - - -- =iz� � LVINW�;\ i� I - v"w4IvT&RQ4 AA . :-T�t-v1'-1'11.1tl 13" ukx U/116 apt w/141 e . t*Z/1 .-.,, ,11 AL �I* MPT uwl" ANW/110, 7110^9 It fiaw/20 1. ,,, �-- - -1-1---.--- ANCHORS W SECITIONS ON SMEEFS 17, IIL 19 & 20)---------,-----,-,--------,,�,--,�! OPTION .a- FQR EE MEM � M&M PANELdLaVATIM SCILr 311(r.1- I/#- ww, w I I . 2.w 1 10-0 Ycl)cmg I " .— 10LUT SqTw - I , , "C� � , �, f — i - i ', - \ !, I'' � � k� -, . I � � 4-- -- --i- 1/4' tv - � � = 4a. 1 1�1- -- �i2 . I ,---,—,- �` - I w VARkw .1 wMal wim 1 -v 'L - -- — 2 ��_— 7 "I�/ , I \ !- :� / 1 11 I I I /4- �0,,RAP- - '� � -w � z - ��— � — —��,�� -� . � - -- �-- \��- - vaum �- -A SEGIM A -A SaNx 3/1e�i- - "I A.11 DENION PRESSURE RATING kpA,f ,I 01#41,140 -M 4j, X� % �; � I ,� 92*1 ---*I 1A " ��'\Ativsp`� � LE IN 4 9MESPONDING MAXIMU M PANE L! �CHEQULE *%: , �, f I - : W 44167 1 - =. *. * 1*1 - * '. -14 -hooft .- 6 - 1-1 -111 A -. D-T- �.- 1 , FLORIDA BUILDING W (Woh DE wocl!x hurdtano Zane) -- -Nlwow�-;i� max, PAN .r EL 1,ENIGTH . mww"w- T.F. I 7- L (ft) - '11-.� a DESIGN PRESSURE- I MINIMUM SEPARAMN PANEL A, .", 20 GAGE GALVANIZED STEEL STORM PANEL OWN IN, � ..... -" RATING (p�sJ.) 1 (SEE SECTIONS) 70 GLASS CONDITION � - -,---- 04A%'w'M!;-111 - --�;A-V-o - " - - N GLOBAL PROTECTION PRODUCTS, LLC wl� , +6$-Q, -72�O a,-w 2 -3/4' UNBOLTED I -, / 11LIECOINC. " AIDI wo a upw — 11/77- I , OWE. IT. 20-176 wr_* Zuwmow. M """ �� 1-I.-L - -- � , M", roll (.0ti'm, ,,H—� f."JoMIT'A -")� w - -- 11 DRWW ow 4, -1 I Z�;�Tc � I �--- F Cww I , i0oR04 AIA, � * I WAI I , . � I - HE:,,::.:,::Z$j t=ln DI ! �f . " 4, -4 I INS ON DETAILS FOR OPTION #2 F-QR UEE aAEEIX STORM MNEL_M=W INTO EXISTING WOOQ 98YOURU ?, - I- 1-1- � 1--l-u- 11 L -, - �, �- 11. 11 f �-, --v"r-, - � - I 1�1. � 1, I f �' , '. ,; , , , , T."', n ", -- I I 11, , � , , , , ,�,, , W�I - �� !, " � I 1�1 1,1 - I , It I �4- - �11'1 ,'I 11 �� '. 11 "I ii! I " , 1, I - �, � -.- � - , � ITEADEP Dk i� 0 I ,-' 1�1 , ,;W HCAM "I :,� � �r --- , ", . . ,:: =62110 "I. ,-'I- ,I �,:��, ,,ZU,AAOER � .� I I "", , �t,,�w 1 ",-,'' 1. " - , 1'� - - D - ., ", h L , � �11 - � ,-� " � ,��, I , -1 �,� -�,11 ," , ��11 � �i I 1/4-. � > . " � - , : O' I - I r", I TAPCOM 6 OX I C, " i ""' ,,, , W,, I, �� ,, ----- a/z/ 1-`� � .�-1 � ,� 1/2� UK 110MA"D /I �, � ,� ", f 11, ,� -4 / � , '1�7 , ,/" T � , , T ED 11 , - .�' � ) . SION Al wow piiu 1;, � . " � 11 � , , � � � I , I Irl WADER WADER I , HEIVIET1 I d � WADER "' � I �-� � " " L , 1, � " � ) 1, � 11 I., , � p ", ,� w � , , , � I ,jj - - v . , � �, , ', I', I I . - I , , �1'1 I" I -1 �- , -IQ w4w� ,,� ::: �� " 1� � �,j . , I -- -1 11 q " ". � -4 � I . j IfI, I - ,,, , � i . I C ,) I 11 I � : � " * � f 1 Y.4 1, 1� . j I \ I - � 11 t 11 - . I , ,f 1 I �', IMBil- � --- I i r II . . . . . � - -1-1 "I � , - ------I . " I I � t : I ll. I I "'i " % , � ; I T � I -1 .. 1, I � I OR- �� I -%� � I JAI. " 11 "I 1 I'll � I 1/1 11 , ; I" I a : I , � fl v I ---d � ; � I I . 11 I I " .,:��,� , % I . 1-1. - I : I Mi, L I 1� e I I � : � I i � � � 11 ;; ; [ - � , � � � I � , : � i I � j ,��, - "I : ! ! " 4� � -0 ( 1 i I � I , f 10 a 4 1 � ! 3 I t i . I 1 : � I I I I � � f.MaNG -,$w 1 4 � � sasnittli-I , i � 7 - I � ; ; V RAP, ". 11 I � r I vlw� CLAIM' f-l'', . q . � ; i � i PANEL ! ! : LENGTH 00 SHVIT tN ID % I it) - PAW UENOTH f � I �11., (su NOTE I SEI,Ow) � I Mw SEPARR" 1 � r RAXI 111n. : I ($a Sun. I MOR) 11 : i =-� -,,n-.,- � , - Tit QLM , I �t ISM "m I Oam I I � t- � 11 -1 J,�, PAREL LIACRI �t *` -�--,-,---v ---- --- IN - (SIX NOTE I a"w) � ? ,,, I 1 � I - I � i ,:, ,� ---- � -,I I Ss . , 5 - .1 4 ; ,� I1.,iI2q.I' 1 T11--4-11"', - I i I SS M'S, vil- 1 ---�- 111 , TEXII E - ... I , � i I �Ief-Zbl' I I � "W" : lr=I i I I I � ; � - -- - I - - --- - - - 4' -,�- -, - �- : �: j 1 341115; .712 ., I - I . I I � I , I : � - -"-" f , I ; � � I I I I � ': e DING NUT 1, I I � ; v7/%%*vT;t/32* I " , 1 � � � I "' , 1-1-11 -- 11-1`- - �� I V - - 1.11,1� , 1 " - � - --- f - I 11�, I A�� ---- �� ------ I� � - I -- � -� I '% -,. ------ -,-",-- -- . w I -1 -----'-" - - - - ------ ----- �,�, I I f-17-11--7- "' . , Q , I � � I 11 I � III, � � i - F �- ,: , I � I- I � � -0 TAPCON � F � I � c � , I I i I I " � I - � � I jie4 IF1 -- - , -1 � t I � -, i I � � I I � P � � ''I �6 DO, W/I i/l, � 11 � i - .... � - , ,� 114-11- t i i �Mlw THREAM � , I �, �.. � .--- � .. .. .. r ...... I .---.I,- L��7�'� I- -1 I PINVARTJON AT � ";,�, -"= I I ! , -9 ., ------- - -.1- 11 . I I i HAMM- . I � I � I I I � � I , � I I � i � � 1, ; I I � � . I � q I � - � � -, I- � c -4 f � i I , � -, � - 6, � i I 9 I - 01 q - I I I a- i i _0 I %, ft' - e I � i I I i . i I I p -� M i I � - � --,I.. 1 ;� ; -u � : p I ; � -1 � � � & � I .1, - - '� I I I I t & L ; r k � j k , Rt � - 1-11- - . INF � j -, & � I - - - c � , . , I- I L, - I- -111111-1. , -,-- -- --j- - ".-I .1 4�;w -- 'i OWL & e*1A-2vw4,&& ". W/ 6 , ,, 11 , li, - , " , 20A1j4`S,S. W& W/ , I 11 I I ',- � � ' �, �� . *I'D NUT III , ��W%;�ING PUT , , -, � I 11 : � wo'. , �,3, , ? 1 , � I I A 1,31 , � �! =21D.77v�,,. I- It, if" ej , �'� � � 1 1 1 1 , I W14M 9 12 1/2' D.C. � �' U'll" =1 I � I I � , W, i", I I I " N ,- 1.,4*0 TAPCw a III Ox I � X, 10 ----441* TAPCON 11 r ILI: 3 : i, � � 11 '� 1. Y410 TAPOON q �' � , -4 �� ! I F, � L �, `�, " 1 0 v CIE- � -, , ft, Tiikozii , I i, � 1, 4 ,� �,- � ,,, -,,, T"'I I I � 1� - - -ItTAOUREB */ � ' 7 ' NFAW � � �- ' 57 TERED P/ STUD) i � "", ,"uAy 001080714 I- ; �: � � ; ,� � I 4:�� V1 , I 4 � I I � , � , � -, I . Ar *� TWA. -L, - I - , i , Or PLATE , -Q-111 - , -1 � j, �,, � � �� .a" ; �� A Xr=n T "'C'"E"i � MIDWIDTH [ A I 11 � - - - -%��- , I OF PLATE � OF PLATE I -JaLl;r PLATE *' WOW PLATIC I � . M � 11 -1 - " WOQ0 PLATE L1--fi9 wm FLAW - - . RED RED, " - I 11 - 49L WAI NIOUNITNe 1==QN WILL UOL)"Is Aw X"WH a RAW ANLTE I ScItz alpt�l' 21MA3 'MEGISEPAREL Of , Wwwa SCAtr 3/8--i- 0 ,Vlult""AW,,% �. -� � ��..!' 4 VALE 3/0--1 SEA-. uffl-I* /I h4m, 9. � , ,�, � . *',.: % 1, DWAUATONS ARE ONVT 104M FOR 9J(LMC$ WITH &S& DESIGN LO" .. . , � I I FLORIDA RUILDWO CODE (Hfgh Valoo4y Aurrkarto Zone), -T;!---- -----,- -- - 104sr, UP TO +$5,4, -72O PSF AND PANEL'S LENGTH UP TO W-ir , NO. A I um Tmw. wc. FP � - � . 20 GAGE OALVANMED STEEL STOR4 PANEL 7, FOR I" WOW FRAME OWATANCTOW, BE 5OVIKERN a : , � * - i0mot ar; OR EQUAL = It 11, - 2 -1 - ------- 1 VO4C VD. 2� W1 SPOCRIC DENSMY Or 0 SR - "T'*"v-�01it 0/1"N10" S , SIA Edi-:-�.*- - �� , 0 IN,, \ GLOBAL PROTECTION PRODUCTS, tLC. 3ft S, , 4- -�,--- I -- -11 / 11L19C iw Sm. 61 sounn . 4.. Au R ;�� -X I 1 re, 4 'I- r' , -�,-� 'P 054)W , .io"_jbkEL "_ A�E 20%W=-� X!T% ,.(a5 F' 3`3 r ' -on, 20-176 """,416 wit. k$ I'll.. FM-,IM - - MOM W, 4414441 tillov 4,,.DoDi,,1.1""` .w - m� -#.Z� sm�� -- I I I - w,66AR A , ". "I'M Kai *.-I It , - . - - � .��'A.�-�---..-.,..,.....,.��-OM A I Z---J-".L-* LmEft I - I----,- - ------ COMPONENTS FOR SERIES 2000 & 1 000 E-Z HANG STORM PANELS 4SWE 1/2-l') --7-SqI---, r, -.1-1---l-, ..- --is.tool. M4 w")----- ------ - -- -----; I - z2w . -2.591'- 11 i �� r I .-I . I I -.---,�,-,�"-,-,�,--,�,-,-"�---------- 12,',5M-tZMCTMWCT�,41----'-----'--------------'----L-- i fl, - I 1-1-11 I -2.250'---i ; 011 'I---'- I -"---- -- --11-4 1'14V - L- --- � � � � I i I 1 .I'---- ;1 .M* -, -1,3'.0" -, " I �Diq - � ,--� I i I ", , � � I, 1� � � , A,x 11$011' � � I 1-1 , I I � fl�i, < I � 24w, - - - I - - � T , , e--,-- '45 i4V ' TM I � , 1. ��;:- 5 � ,- -'11� � �r U, �,i;S? L., M�.� i�xx WAAr-" .Ga- � I � � J . 2. � 2-5w- - -:47"'� 1 2,244, i I i I i � IF ILAL�AkA`EP SIM .0 �,,Jt� " r 2� 111� v ` - I : ilx / - TYP- �11. e0TI1 1�' - ARM �0" ,Ak � I + , i � ; I - �Haw � ,-,,/ 40" so Mwaimit OVAX �-T � L----� � i ' I � E 1BETAILEGGE '\ `� a-60, CALY, � I '-,?� - - 1. , �-�� '!,I, I I `�' � T25- 1 .. A ---I-- I-- --,-----.-" -1 - -- / I I I �-I-J�w- � 'Ar- tii� t \1 � � t I � - - - -----c2w�- --- - - ,26V-- � 1 h-2-470--j � f-7 I � 4� (D mgm Em TITD�� ""; �, T - - 03 1 �,�� PAWII�ksm,LR ,1'1-1,-1 "��,,,�- I—, ` " - � -,. At - wl uniom rww - , "e- 11 � i I I > -�� --", - - R- 11 - - I r f I . �,-� �km- ,.- - I - 1 � .11 ..ir� I - , I ---""- " IS, : I< "k-K�� t - � -,,,,� *Ok � I -1 W, � � .1124� , � A 1!� �< >,�� ,� I � , �, - '125, " ` ,',�:� - I 'b 252� '��,' --t . .... �-,- � ,!Y 1 ! � � e� lr2 ". // ,- -Eq�,, - - - r-,- 1 3� � F I f, �', � Ill 1 � i , 10, 1 i � i 1301AMr. YIEW MAIL A 2'aw -t � 2�000� 1 ROUNDED COPNE8 V ENDS OF PANEVS e -;��-- �1 k � I i , � j � I � 'A � END UP W/ HEMMED EOGAE� � �750` -i I IJ -!:�--- I i (iLT S) � Z � �. I 1 I I= f , � 1 rX 2100o'-j �-111 -1-'..x.-- -1 0 (�) exnm , ,'�) Ate-mm T w, ",/- op,mr, -, r 125' W61-16 Akirrt� ALLOY I I I - I -- -- I it it""HION, 8 � I rf, st . � IT, ) a?� �� / I .. 1i � . � �� Tin- JAV YP- -I' OCE�' I. I ..... I AO� X I 1. It .7 � . 'I', I � � . - I I f No. 44167 *� 1 t- L L FLORIDA -A BUILDING CODE fth Voloolty Hur _,no Zonofl I I:Z� - I *:, � , I I -I �Iw - -- � .- W---------- --;V�nim-m f`�- I �% E 20 GAGE STEEL, I '. jS OF .')4ctr Z GAIVANIZED STORU PANEL 0--j , % 2��.� --C� - cow, ft, - - . I , - I --- - i-\ " , I --- GLOBAL PROTECTION "190DAIM ,,I� "...." - - f PRODUCTS, Um NOT (�) 4!xr-w10ALIJ-MF. AME (�) STOP On "I, I . 1� / 110fC 16 twit 4WND,4,-* I I' LONG 10HIA" I A 20-176 �, 4.0 " it l,l. PM04V (04"-750, FAIL (1151k)IM-6091 6063-13 AlUrn. &LOY / RI�M,i` I., 1 - c*-=I"Tq 9.1 'T vAi,nPNADio,/. =LM ,�, P�& �� j� ; i�� Sown Ora I INC n_21- I I I w WTUIP7201 M01 641A --- I T"1014i 3174. , - 01-MA afifizp 0#11M.42111KIIII. I .. ,� fiv#11[44.4213m] - I t . � . - I � *1 SDW-P* 1* ; � � u . . . z S c- - !, ,; I : � j 1� � � �j . i . I � 9 � r � � ; 1 11 ! � ,is I � 4. -,-, ":.I`,��--- - �3t,--] w -- , , , - �, III I I , I � . I I � I � � I I � I � � I ! I I , I �� , I I � , �11 I , � 4 � , I I � � 1: ,. I I , � 13 � j I � , i � I . � 1, I � - I L I I � - -.,I �� , L- --- -- � I ", , ` � I, La-\�= � ;ij yar Imp � � I 101, a 12 I/2 i � , T � , 111 , � � I- 6 11 =IrlARGHOR" ! (W-b0m W/ S-0) - --I-------,- =FROM Fail * 0 koR AncHw" TYPE a INSMIA104 ,"I* WOOD FROM OULOW. mom TIRE -itw� " - MA, Aww" SAW01 01) a LIMMAXI 111=A"D " .t. ..= .40 `�.— F--,—;"f' —., -t ScHux" FOR to. LOW PIAN ""I" ON _3 — S"Pla nowa. ANDHOR V%C** IN, "TOMW SMM 11HOWN 04 SWITRE — AM* fla "a !!!" BY THE FOLLOWING FAMDRC MO THEt OPOWPOW TO or POES011 Am= I I "I I 1111- -Avr---1I 2m! In -- SPACING = SMALL NUT - IRA== HE Las NIMCAM -11111!4r� I- I -- �� - - TOP EAD" mom TIFF 1% " SCHEME , -1--l- .2�� -- I t�w - TA"ANCHM DIE, j w wAolui . � I [ � -u �� - I 1! Ir - I I r *0 ; I I � � I : 4 -11 11-1 - I I h 7 4- �- - , .-Ij 14- 1-1-1 ,,, - --- '! - 9 `� , , 1� � , I ; : I � I , , I I ; -4- -4, - " � � I- +Y*� - 9' , ,-PL JJ 11 ,R-T��11_ -t ; ;,! A-, �11 1,71 I I t/j- � `� - *f/ � t---- q11 � ER ", 4=1314-41- 9404 WA,SHER a 4 I/r O,C- INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SMEM a WOOD STRUQI!JREra W-----,- ��' � , `- 17 4 i �, T " , � 7 ITT �' , ,, '" I I 7 I 1�1 I,J�t,— I "I "I, - 11� - � I , �,,-,' � "r ,-,,1.11-1-1r-,--,, .� 11-, , I'- � � � II-rit TAPecti a v O.C, 1, � " - �v*v WCOR 0 6, RC, �� I , 1 �5 i "I *E,"111�014 NRELOM 1� " -77 11 '� 1� ------ 2 7, j I 111j", nw.A= ,,� I 1* � P "" I A" OLT WOOD ',` ft� wow 11, 11 , % I WADER I WKDM 'I �, � F ,,-- 11 "I I � I , , � " It 1, I I tj . � 1, " 11/4 f Ile -,, 1/2 , 1 - - L----- 46- , -I--,-- �� " \ 1 iA I I wow Lmw i l I . ;� I � '4,;,'- "'.1"4 9 : I ; , I � fwovwlj =Avow,- ,,� �, ,J/ 7"AR I � ! I , I ! I ,,,, I I ? ,<z I � � � CONT, , i , � � I'M. , I I---- I I I I � � � � -j v � 1 i � '(D � ; � �0) i � � 1 � ; � *I NEWW'"IN � i i ; � � w RARE � � I , � I I j I � I rowlwlul , ) i � � ; ! I I � I I � I ob, slfw4kit). ! I *e 'I" v-, Mp� - TO CLASS 1-1--Al 1. - ------ - � - � !IDRE,A, - : i PANEL LENGTH , - 11*_1 - PANEL LENGTH (SEAL , 7- �- ( , g� 04 BMW it) � � t%z NOTE I K14w) 1/4 . # ww I , i - SEE NOTE I ACCITY) , I � -, �, I I I t I � i's, M4 wr, , . � 7 1, � . � 4.1r,1411113E, '1111- - I I ' ! �� rl I - Olk ; - -�- -Ir -I F,--,��-- � r=� = t, � =, il-1.1, - t � � , t � I I , f -, �� 1--j- -I � I � 1� j � � I I � I � I , - A T I ,,:--,-.--. ,I, I i , ,�- - -?, -- � I I ; i I I I � � I 1 � 0 � ; � --a � i I � � � I � ! I I I I I : : I � I � I ; I ! ! I ,�, 11 � � � � t I � � � � ; � I � v I' 11 . I � I � � � F I - � � i I I � 4 , " '��, � � I 11 � � If, " 1�- � -- - i � f'- 14 , i � I - � - -� - , I I �� I - 'I � i -1-1-- -, J 11Q,-, �, , ----J4 �'! � I I -1 � , , 11 I I -, � ,, 1i � � -, ,� I � � � �� I �, 7/a`* I 3/m, 101 NUT g-o-meg . _,_,__,: 2 i � �i � ` I , 11 t, � 2�� 1 , 1 �, � ,;1", -1 = 3/3 WM No ��,- t � `� , , �� - 0 6 ,/A� Qz� , -1--li -" " �� jil *ksmw a (SLY") =� , I , , v;vzw ! ��,, , �! � f N � �:, ! � - � �j � [ � � � . r � f I -� q�, ,, - - :u-1 i k, U1 ��.,- j -_ L #14-10 FAML"-w ptj �"' � � #I-- TIT tAAIELVA� ill �` ,4,�:_1,1, I �, i,i �,�; I I �, , - ��-7 , � 81 4 /I ,rII I 72 It J4/4;- , OC, wp 7/-w-- 40 a 1/4 DO w i -� 0 - I LON THREAM' ;6;aQON i. , , 1\ t�� ,am PD07WTIM I � " " � , , �ff " , , N , , � � �;j ,' Mft 'I'm" ,WWI I � � � , 41 - wvW*TM P, InAlt 11, � , , ��,� AT MOOMMOTH, Offf ft4mm I , e� , , , , i , -- -V-�-1 7, , j --111L `�- I 11 - ^ ..-.It A"— — — 'VARION40"'D ""-11 NTINraJHUAUAM , . ION PANEL �� N, TjQ;;4%, -��,. , AIL-WEE-12AEM-YANEL . �,,e� - !W�� kr SCALE 3/aN;i4 -- - -- SCALE 3/w-t' A ,E 'I, f W.� 1: I� -%. Ity � � 14 no Zena)f I ., v .� -- -- FLORIDA BUILDIM0 CODE (1119h votact N iE- SPIM . - 192M vulzm 4411 Fp� z � No 44167 ' = 20 USE GALVANIZED STEEL STORM PANEL I 1. JW7ALLATIONS ARE ONLY VALJO FOR BUILDINGS WITH, ASO. �V!IIGN LOADS S " * ,-, . *'i -:Z� ----- a" 011 UPIO +56,5, -72,0 PSF AND PAWA'. LENOTH UP TO ft'-$� 9 -��-� S ATE*� --A-n-> GLOBAL PROTECTION PRODUCTS, LLC. "'Mitn"" / T, MR 0-1 \ !TL �A-,F 2, FOR NEW *WD FRAlfie 001WIEUCTift WDOD MEMBERS TO 9 SWFAMh &WA ."-Z� - - � AM *A. S, Sfw ........ � P�K No, 2, W/ snem no,ilm OF OSEL OR mu*L � Dole- FL I N j%w"q.w".p:L,0ya 1-1111-1 ftwlt--011011$0,3=X�11 20-176 , ; 05,0000-4007 at-�-'C-� -�11;0411 E111-p", to 11 1 . I — W404 W, wlv�lz DIN jr, M'�Ct F,itivot I I - I I ,� IftMAIL A 1!'19-1� I i -- otowRi a�w =±= _�--;-- — " —1--l- I V/24 00, 1 14*/2411* T *y Go " W - V rQ> is", "M I 0111ft e )ARAL Z1241* 1'/74 - - � 60 Y *L- 40 k t� IRS IF"r t ftj*1 - - r mq*, 1 I I' W^ '�� ` M", w �---4,r--��- - \-4i MAY 8E LWAUT, 4 " � L"i. I 1/2*i I -Ir--------.� . ,AET L TO BE jus OPUrIVA-10015 BE in" 9 Ip 12QQ Mwi.100flUz 11 I 1-1 THEM OF STRUC� L=LM"V&Ay1 SCAUE I. -, --jr-1/4-w-w - - -,,-,/4, MA., AM, - - - - - -I ,41 v. w 1,4- tf_ Oljp4�- - I i / N-/ \/-\ z �,,/ ,e�111 / \_7 -0-7 -------- .- - — I I - -1\-/-\-/-\-� 17- �---- f�?-' 3)AVI OR VO & 0 ?l1.Z-:Z- ow AEQT*N-"- ,� j&;A so" S/4r. 11 , am � --",V.w - I* 0- t - 2 KING STORM PANEL SEsxM Coov,51M OF PANEL � NOILS TRACKS AT TOP & PAMELMAR PLUS OR is- LM , glzil (1), aftaos-w-seau-20a L - z HAND STORM PI&S. SIvrtm CONSMwo or PFNvL � BOTTOM W/ PANEINIATES, Cpnt, TRIMIDIIi TOP & BOTTOM. (2) "MAYS'K CONNECTED 10 WIT.. tIACK OTHERWISE A STOP NOT (2), -MELFAANTEI4 SMALJ kWAYS BE CONN" " WALL BY MIMS OF 0 IIS CAL 1%� Nu r AT BOTIDM, END PANELS l " I (ri'll.nSKALL. MA OR PROADEIT AT Or SUCH PANIHS- *0 SMALL Or 2 W/'1�4 ISM a 10 " , -2 1 5 M, �' ,rot, AS (3), if ENO PANELS ARE CONNEMIDY TO VDITtOW TRACK CONNECTION 94ML CONSIST OF :Wei OMN , OW), 1/4'o-20W41 M`S� W1/0`ft34!I2' WNO NOT OR 114M4 - UMV414f]* , l; a ;,r Mi., Tn nRIARFW K WC ' DOM OF FASTENEft EITHER or TWO I I (3)� TOP CAM WWN END PAWLS Aft LIM AMY W/ IS' AT ='Tgn IVA* 'ON FIA= OF END PAJWJ- END PAWLS ARE NOT CONNECTED, - , EAP 91-ow" r. PROVIDED AT TOP OF SUCH PAMELS, (+), IN CASE THAT ENO PANE IS ARE NOT CONNECTED TO 0OTMV 19ACK (�,.- A StOP BAR is ONLY USED AT IOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO, W=M TRACK (4), FOR INSIALLATIONS WHCN ENO PANELS AND SOW INTMOR PMIU AM D011MY MOUNTED v OW04 PAN ONE #41 " PANEL -8 USING SPM woom ON AM (3) AWK, IN Swit CASE, CONNECTION or Rwis TO BOTTOM TWX MAY W.V At ANY PANEL 1=11TH, MAY BE USED JOfN,,Yz&.x.r, XOM MAM GOTTOMIRACK TO WALL ZOMIPMMITS NG SHOY01 ON ELVAIIION AND wl ug 01), SSF SECTIOtt I% T & 4' QNRSqEET ZA- SEE ANCHOR SCHEDULE OR SHEET 25, I tPLINOWTAM, - MN & .I-.- BY 4OR PANEL W - , NOT NEED to K DD ANT DISANS - SIX .. V f,%--f 'AN. G,f . �,. !!(j;' ,'� = ��Wa.'g - 18, LEFT & R*W SIDE OF ERIOR PANEL) KWE � � , Bit ,e,k',',$k E 60 It 1L. .4 9.4, � i I INUAUAI[ON DETAILS FOR OPTION ,92 FO LIFE SAFETY STORM PANEL-JIMM . INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK'STRUCTURES -ve TAMW Atia"M IAPCON ANct"S " I 1- 4" ,--,-*%, ac, � iii� ICC ! - " I 11 01,11 POURED CONERETE - I'll "I POURED 1:00CR-M � -1 IN alm, I � r A - OR CONCRETE I � � ED=PeTE 66W, I - c"i RrOLIM � S 11 � .... � - � I I �, 1/4. j �� j Ile r%. = � r ,Nt" - ----- - , � "I ,I----, - - I , I I -111 .0 i , I " i . v- 1 E�6.* -�A � : � I . � i � � . � I � � 9 It � I I -= := , I I i �� , � � k 'I' � i I � I : :0. UJI 11 � � �' , z"', I i -Z .11,11111, -- ,� [ � I � i � COIIT� f t I : Ii� "I , Il- � i 1111Z I 11 - -- � � i I. I Z-a '.E 4 I [ 3 I I , I I I I 1-1 'i c- - i . j � � � I I WIM I* I I , I I I � 0 I ; i 0 �- C..: I I- ,I:� I ,. j I �a - " � � . = = : P.M $0 , � Ill, 10) i � " I 11 I � i � r. I I I ; I i : I 1 :-� = � 1 29-� , ' tx C, . I -- --- 111'�L =11� '� ----- I., In ) � jg T-----L' -:��11- �� In = I t ! � ", -4x C, I I � I I j - -- - .X: , ; a L= - , I I i I 2 w � - I � I . �-- --- !,-,.- , 12, L�41-1 I , � � -14-1--t 1 - - 14-1 ---- 1-11 rg I -11 � I r, , " I � 1 ,5 r -- - --`V,---, 'I ___ N; I . A- 1 i � i �- ��, � �-j � � - .. I i i . k � � I I i I K x ff i i I I . � I T � � 11 =--.,--,--, , 11 J , � I, � I . � i � � .� - I i , I I � I v i i w i I � . I;: I � � i I I ; i f =M. . f I � � i � � i � � I I � t I - 111111 T111 I" I � � , ' 1 11 � - , , I � r ; -4 , ,,, I -11-, , 131 e ; ,� I �, � 2 i - ,1 I , 11 "I 2 L � -0 - " '11�11 L � � i I � � ; � I � I � : ! � i � � I � -2 : I I I ! t�'. �,'�"- z C L.. � E,6,0 - � i 7 � r i I i F ; q i � ��, � � � I � �� i � . � � I I � ; , f � i � L I � . , . � : i I I I � I 1 1 , j *0 -il � I l - " J I11118041 ��' J ,") I -- � , I -��, j � -1 - , I - T I -11, - O�* iANEL"It PLLS W/ : I *�- Wit PANELAvat PLUS w/ z Ag-11. 3 W, W94 NUT VASHM - 44 ol., 3/327 WING qLa AND" ) 0 6 I/1v DIr- I (SE1101NO) I : I I - - "'C1110 CONCIE - OE OR ...-M 1. -vrwv".. r-OUIRM REQUIRED N"-10�� WA&INU 2 EE MW EMU IFME 318'��I` 00"Off"y',ty, SCALE 1/6'.1" - I- I- -- , - - I klg� 9, TIRPS sm SHEV 14 a to Aia VISION; rot a IMOM TOOL --i/n7*, I - ,,O!�,,, ,....-.. , A�l -,�\ujvi�--. � � - ' SPActia FOR "WAUA110"S K"i WOMIL - V�waww P`=NR` * FRANC, 0^0010, - -- -- *; ;-' - MINNUM ANDMOR ZPAM" Am MINIMUM L to, AND" w0aw 0.4 3 11 � �., ft. 44167 *. . - FLORIDA WILDING � - � .... .... . L I - I I L L I ow 685Md Am worAm ON 146 *00a..W. f-"-0-00 a a 1 * i ,11t7g ----- -- r---- - COOF (if, (Ifth VAR601y HU Sit valolotly wu Ail zong) � - - --- ---- YNA r1i . .��NEAD0t ""04 jc-�***(w 11 3 4/2 = . � V2010 XTEM. W- rr .A� � � �E,V*. . E� om 71 ,� 1�lz "F 70 WE GALVANIZE0 STEEL STORIA PANEL ILWA W W THE PPAWWRO, FAMOR$� ICR INS � 7 , � , 1111 -11 "I 11 11 - - OPMARI 10 BE RISMILZ Wwv= ----j,14-Le - %134z�` c I vip ", � 4 � t-�� 07/21MIM V-C#* =%Wuw -� -�co,I �-:-� It � GLOBAL PROTECTION PRODUCTS, LIC. . — f -v1L FIECO mt, 1w. lit STREET — i I", v" W%ov= iW" w r ONALL � P, =14 alle - - � Ur . - i NotilmiNk - MOC- OUP09-114!, VAX'� 0054)6011�470 20-i76 ----�,y ME um Tw . - - AANGR T I IPT 04 It"Ic" ---,-,-, - ��-- - - .2E A".. PAPIMA, - . !1!!M� , - w"oti: ph� I'l. ' 1-19,11, - 11, '�Z'.,`. - L., -:::�� I �- - . -------, ----- I 1 --.--I-.--..-- - I . , E-Z MANG STOAM PANEL SHOWN ON THIS PRODILICT EYA&WON DOCOMENT (PS-00 IV$ BE, MIM FOR CON(KIANCE w Sri) MINIMUM EMBEDMENT OF FARCOM AHCHORS ANO F'iIMEL,MNlE TEMPLE to 6: FARFLMATE PLUS WM CONCRETE AccoRowa waii TDr. 2020 Tnt, EDITION) OF THE FLORIDA BUILIX146 CODE BLO" SMALL BE 1 1/4- DESIGN WIND LOAM SHALL VE DIENDORNED AS PER SEMON 1620 OF THE ANOW WMIRONED COOE, 3,2) MINIMIAX EMBEDMENT OF 1/4-t 9 7/6' CXX--iN ANCHORS STALL BE IS 718* INTO CONCRITTIE, FOR A WOOD ROT M "I'VE"'CRIVIN= 111"t =90SUT141krur"AULMLEW, No INTO ANY FiNtsif "TM& SMA41 or PERNp7m, Mgz= FOR A NJ as 1/4' 0-10 SS SMALX DOTS USED SMALL BE 000 ENdWN�IAIOUUT ANY ITArm, MATERIAL IDST) TIT OCSIGN PRESSURE RAGNISS, INDICATED ON SHEETS 25 0 20, ENGAGE lIt' IWO ANCHORS. IN ORDER TO VERIFY THE AADIVIC CONDITION. ULTIttlir DESIGN WIND LOADS DETERMINED PER 4" 7-16 "" of FIRST REDUCED TO &S.IT, M" "O to" Of MULTIPLYING THEM OY 0.5 N ORDER To E1,S) 04 OAK TRAT PRECAST STOK, OR PRECAST CONCRETE PANELS BE, FOUND ON THE IDUSIFING WALL, TO COMPARE THIM W/ MAX� (A.S,D) OCSAVN PAIMURC IWi INDICATED ON SHEETS 25 & 26, ANCHORS SMALL BE LONC ENOUGH V RMH THE MAIM "ICTURE SENIND SUCH ftwm "HORACE SHALL BE AS M"MOMW N $,I) AM IN 0. 1, IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS PX& AS TWED WERE NOT 049 Srfar-StW� A ,1A INCREASE IN ALLOWABLE SIDIESS MR DETERMINED 04 ACOMOAHCE WITH mos, 2005, (C) ANCHORS SMALL K IM51AUXI) FOLLOWING ALL OF THE RECONAREMICAnONS ONO SPWRO43104S OF THE ANCHOR'S MONUFACHARER, VOW PANEL'S ADEOVACY FOR IMPACT AND FkRGUC RMSTANIM HAS OrL4 VtRWIM N ACCORDANCE WITH SECITOM 1626 OF THE AW& MENTIONED, CODE AS PZR rVNIMMID(Lit TESTING LABOPAVW� INC, REPORT 1 202� AS PROTOCOLS INES-204, 11 If SHAU SEE THE RESPONSIBUTY OF THE CONTRACTOR TO WRIFY THE SOUNDNESS OF THE STRUCTIM WHERE SHUTTER TAS-202 AND TAS-203, IS TO K ATTACHED 70 INSURE MOP" ANCHORAGE, THIS SHUTTER SHALL. ONLY BE ATTACHED TO CONCRETE, SLO" I THIS STS" HAs AM OMIONED TO K INSIVIL= OR IIHE OLMSIDE OF 'flit OPPAN; ACCEILS04 tHE: OAN040 FROM 114C OR wow FRAME BUILDINGS, , 1149DEIZ/0, I USE OF A IADDER OR LIFT, THIS APPLICATION IS VW0 WHEN INVAILLATON 15 IMTMM TO BY POPFMMED 12. Pit 0991ALLAMN CONTRACTOR IS 70 SWCAUM ALL SkLITIM COMPONEMT EOGES WHPOH RCNNN IN CONTINUOUS FROM 5 RStDE OF CRUCYUR& CONTACT *114 TK BUILDING 10 PREVENT WKO/ALAN INTRUSION, CAULX ANO SM SIAITTER TROOKSAti- MOUND FULL LENGTH- I ]L SEPAES IWO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE: WINDOWS WHtM1 INVALLATTON 6 PEQUiRET, RI SL PERFORMED FROM Tot "Mac Of STRUCTURE. I 13 ISTORM PANEL INSIALLMON %W.L COMPLY WONSPECS INDICATED IN JHDI ONAWIMC MUS ANY WJOKC AND ZOM44 4. SERIES 200 INSTALWON IS Aliftt-at TO SINGLE AND DOUBLE OUNIC ANO ROWDILlAi, SuOEM Snix WINDIAls WHEN REGULATIONS PROVIDED By 714E,AURISOICHON WHORE PERMIT IS APPLIED TO, INSTALLAVIN IS REDIARM TO BE PIERFORMID FROM THE INSIDE OF STRUCTIJKE, Ir, ATRIUM WIMPOWS AND DOM, INC, E - Z ROG STORM PANEL SYSTEM- IS FMENF Pflaw- IT ALL ALUOMW EXTRUSIONS 10 Of, WOZ-16 ALI.OY AND TEMPER, , OTMEINOSE NOTEDI IS- (0) THIS PPOWCT VALLAXION CDCUMEAR (PS -IX) PREPAM BY TMS 04INEM IS GENERIC AND DOES NOT PNCWUE �(UNILMS INFORMATION FOR A SITE SPECIFIC PPDXOTi Lo, WW-W THE SITE 00401110AIM f"41E FRW I"t R-E.0 � & ALL ALW, " SfiEET MVAj- USED AT CLOSURES SMALL, HAVE 1105-MI 4 ALIDY. (h) CONTRACTOR TO BE AMOONSIBIJ: MR THE StUCTIGII, "CHASE AND (IISIALIATION INCLOOTIO LIFE SAFETY OF I 7� ALL SM SWEET METAL PAN" SMALL HAIE SHRUCTURAI, OCAUTY STEEL. AST4 A-03 CHAIR SO MIP,, GALVANIZED STEEL THIS PRODUCT EASED ON THIS RE.O. PRIDIIETED HEME WES ROT DEAM FROM THE CONDITIONS O"AILM ON DESI(HAVRON W/Fy- UILS kat (AFTER RO1A,Mj- THIS DOCUMENT. COWRO"ON SAUTIETY AT SITE r. IR CWMWTW$ RESPONSOUTY. Alt ALL SGRM 10 W STAINUMS STEEL _V4 OR ,31r, AIS� SERIES OR commstax RI;vSzwTr COiLIED CAPRON, STEEL- AS PEA DIN (�) THIS PWOUCT C'MILATION DOCUMENT WU BE CONSIDERED JOVALID W MENtrim, 5010 W/ SO M; YIELD SM04TH AND 90 W TEMSILf STRENGTH & SHALL COMPLY W/ FwRIb* gulORLD CODE SECT;ON Z41 1 3.14 k4) SIM SPECIFIC PimjEM SMALL BE PA(PARET, BY A FLORIDA RZOISTOREQ, ENeRiEER OR AWhITECT Wtitt" WILL '9� fIOLT& TO BE ASTtA A-307 GALVANLIM ME1, OR AM X# SERIES SDIPTLESS STEEL, WMi ,ME F* MORIMOM y M- STRENC114. BECOME THE ENGINEER OF RECORD (E,C,R,) FOR THE PROATT AND WHO WILL BE RESPONSIRLE FOR THE PRISPEA USE OF I'M ?X 0, JENGIN OF RECORD, ACTING AS A D= MNEOP TO WC PXA EAKANCIEN. SHALL 10, ANCHORS To INA" SMALL BE AS FOLLOWS�l SUBMIT TO THIS LATTER " I (A) TQ-Dawft1.e09vuQaaM (t) %THE DATE AND ORIGINAL SM AND 5lGNA1`UW OF IHE PROFMON& IENCREER OF KT��Pf-%�L - t�iW POOR ANCHORS AS "URAVURED V 47W, WURX. INC. (Mitt, V-31S2 p.b,ij IF I 4:#OTA - '(718. tAIX-IN ANCHORS. AS MANUFACTLIREAT BY DEVALT INC� #AIN, ft�4017 p1,) 1c SFORM PqqcL W,Nuwy!"-S LASE1 M04BE Ly ON ,* REW VISFILE WCAMON AT STORM PANEL IN 014-10 VAKLM&TE FTMALE ID & PAN1100 PWS AMONOW AS MANUIrAMARIED By E to, V,ION = vm PROOLIGM 00�IEO - C�W ACOOROAACt W17ji SECTION 17 INS: CODE ONE LABEL SMALL BE PLACED MR e0ERY GPJENING�, (ft-31,$ET pa,,l 1ARE1 M TO COMPLY WFIH SECTION 1700,9�2 Of THE FLORIDA BVICOING CODE, A.1),MINNUIA EMBEDMENT OF TAPCON ANCHORS 010 FOURBID CIRrRM !�HALL ItE 1 3/4' AND r FOR FANELh,IATE , FEMALE III, & PANE1Mil"F $'IV 5, A2) MKIMUM JEAMED900 OF 1/4'* X 7/8' MR-04 ANCHORS 1IMALL K JS 7/8' INTO CONcREYL NO -IDUBMWENT INTO ANY FINISH WMIAH, SWLI- BE KPIATIRED, T/A` R-20 SS SATIEW" WL'TF CIDED SHALL BE LONG, ENDLIGH(SHOVID ANY FINISH MATMAL EXIST) TO ENGAGE 31C INGO ANCHORS ""WWOMMIAN, 0, It " �,�V� Pt, Ijz4N L � .... �i �� - � A-') -It CASE THLAX PRECAST STON't, PRECAST CONCRETE PANELS, OR PAVERS fit TMND ON MC BRIBING WALL. OR -'sCENtij- k Ft LOW AgCHM SMALL eE LORD MUCH TO reACH THE "N STRUCTURE 84MINO SUCH WILD.& 0CMORACE SHALL AV,— � - �Mp, -,� ... BE ,At DENTINCT) IN AA) AND IN A,2), 4F :1 � * (w] 1Q-EXZMw1X.QNQRMAJQ� I - N0.44167 ` I =*. : BY VTWf9U1I INC, i . * ., * 1 I - - -- ! - FLORIDA BURDINO CODE ("Igh Y61004 "u.,ca"a 20no)j -1 --- -1-11 ------ - .� X - 1/4, A A, 7/g, MR-ta mctwps� As MANUFACTURES W 01twALTINC, (Irr1sw P,$,I,) , , - "I.- " mm Tillm pqc� 20 "GE GALVANIZED STEEL STORMI PANEL FP - flltO PARELMAIF TWNX 10 AND PARELVAIr PLUS ANCHORS, AS MANUFACIUREG BY ELCO CONSTRUCTION �"... I 14461 8" Ill= - PRODUCTS tt`0-207f p,0r,Q I I�-� - I I., ---- - � ' -u W�"`*` 41 � -1— � � IPA � i - GLOBAL PROTECTION PRODUCTS, Z wIr � �� tr " I 11LIECO., — 1 MIX, t., b, STRIAT I 4.4w =J 21twc-OWCOMPAW fL An,- , 4 R`AFIR - JAIM= IAP (VA)MR-4097 20-M 14x" %`-Ifto I ,*, -� POP III - - IMAIRM ki, -1 -volw1w --�4- -aZA*wv`Z� I Q1,qM007,0 I : " AL 5!1� ;Z- -.,. i nw 1'"Aft, - zk1zM==M - - - -- -- i -I---- I - I - 1111. I I .. �, -1111-1 I --- INSTALLATION DETA" rO8 SERO--2000 AND 1000 E-Z 14ANG gM -eAN EE )R CO CREIE-BLONCK votimm AMPIM 1 I ,,, 4,flo. (w 1A,vin," 04-\ �'- = AwkIft IN 'n ,� 41 0� 1 4 - $000" � . verr a) , �ZA TR TPW u) 1-� M-150o"' �,�-11 a --- 44)�� ru I - -N �E� ,p M" ,:!!!n � ."v-, .- " . ��-, I r��Z�-wv - ,r.c nffol!t-1 1, =Wj .0 ---\ �,, i " . , A"" I 04we 11 i, 'N flo" le , 11 I R;r=ir I ;�' f %N I ,�� " �N Z��, W$ "' - mm" -- - I -1 -- 11 =--i�4,l . \ �',' imzll mom I A, � Y I R"w4"1`0 612M TWIIXV \ v - I - MA" -, I 'R-tr T -1 -I,/- - -- — -L-,-- -- X*, ., ; I ��, - � - "'111 I \ I , � I I - I I 1-- I 1-1-11-11 - -1 I 11 , I -j � M-7 - I ,., I � 1-1 , � ; � in 4 T � I l 5 I � ;� ff�) I 'I ; 5 I I ! ! - �� ',��-�� 11 � 5 - I I - I mflt,tLt I � 11-11 I Hl' AI- pla. I 11 I t * � i Lj --- - - - i I "A,Z�_. _ I i I � 1 �� 1 . , ! 1 I � i . ".�, 1 I 19 I � I I I wg ikii'i . 5 1 1 � , 1 1 1 , I ---V-T- i ----N,�� I I I I —T ; I FI -� - I, 9 I I i : a I I I'll I I I . I I , , I I i SIT, Datum sm ol�- 9 I I I I *R,Ahw ED thfMAS I " = I I I - - qA--2DI3f4 -TI... 1 , , fft W1. - I :(.'*-2PW4- Bit 94w - I N StRAWMIN I L m. - 1w, I I I Ta *Ms. I v1% - I UN I - I L 9 ! Too- i I I TO I I Dil" I tw* I , I I .:MAIwf- am 9 I I I I 011if 0.01.0 I LIM 0,8--w I - '11111141FAF Is i I 1,,�- I I , 0,00 0~ - I I I " ,�� I I 4- I -- -1 .11 I � t i - � -1-1 11 I I ,,,;-, I 1�1 f 11-11-1- - -- 1 -114111- - 111 f , " -.., I 41 1 1 1 4 j - 1', 11-11 I ON I I � 1 -r-I- I, - I I �, - - I f I I � � I- - - . 4 if I - - I I I 0 , 7 ji J 1 I t 11 i .I,/,-,=.* - = I i .3 � � 1. " *ff*w1u I il io P I I J FE f I .. i . I 9 f 9, � I I 0 . - . I ;� Ill I I ti ,I I, I I j - 1 I.. i I I �11 is C-t I - , � I v i i , �, , I I t��!A I I � I 1 11 �� I i 1�!t I a , I M" - , 5INv- � , P - �, =6 # 1�-" 7�;- -] �' � " am , , ,; i �� 3 cou. " - , - ACK"oa -1-I.L.- —* , I DIN./ " I ".. i I L ' � 1, 11 "I- � . .- =, . I � � " Z� I ,��, "'. � � � � e ,".-I " I , �,� 11 c �', R10-1 I -1111, !!!!!! 11 41*�1=00� it. ��,,, , IL-�`Lu� � 111E X 41. ".- RK;" I W . 7v, "I'mZ4.1 17- A --- - J - ,*,ft --j " �,,, �= � ,;;, -,-* , - - - � 1 i i I M.111111��11 11 , "I', 14M I =r v - I � I - - - ,��, � k aww -/ i� ./� Am t ou" 7 I � , - - I I , 0 vwv 20 IMFI!�* � � .141001 - � 11. ;�L*Isua 11 11,v 0 Ir At. I MS.= ".0" -L .1 ."ANID.Im= NO DIU r.. Ili I "I'll . 1, I'll I I - 0 14M �/w - I W-101, i —08 - AV -It NGIQ" Mlowe w%7F lrAz 3/6-1, 1 S- 0 � SIX I "vw.wn ;v`I A -t 0 IN a" IDA a VMS ,AAA0000404frS, r . =uwo,fwaal &,��t% A, T/4"%. ,i -: - 'M� , � ,4\ 4 � 0, moft .;, OF 0 fi, 1 n � IF ED MoRo"ItD, w MR OR , I '... � ...., 4, Tot "I BMW At � . _ . -1 , , - - - 11 -EAf.f -�p It, , . e V S 'n" , \A ,'% a f 16 1 1 I - I 1 3 , : Nfl� 44167 "� 1 , � B 41 - 0 Tp & 801ft 4141JR110" CAN w- --- 41, . I'll IDA WILDING CODE (14119h Volooedy H cons zano)l I I AV XWWL SUIT I I --- - I -- CPO" Aw cam T&NNNI, = . FP- " STATE OF ..' .& I 1, ,qr " am WYANIZED STEEL STM PAWL WINN 01,11 I 2a&& 1 IID-.,Ii4-M;1Ai w, � — r. - ------V -1L-- g 0,.-- , GLOBAL PROTECTION PRODUCTS. Luc. ln/ww" Ir e , , � �- � �- 1V OAM Sckr�, I/E* - w, ffin" L�j I I C, I I MW UM. A I!Nje� I WTULL C P. , H'IDAC Btoaj:� 2.0-176 � �97 1�'a 1��:Fy , ox, "140140M r-C %4vSvNATuW,IwE. -dowle - 1041" A. -T= —" — -F- . i w P-'�,-- �77- wAF" - al a - � wwLA "t. ZLI - I I -�JI (1) (3) = -4-1` U) -Fu (1) c ) I -a > r- =3 (1) 0 -4.- 1_ L- -0 a) 0- = a) c- 0 2 C M -0 0- . — .f.-J, a) a) O-) 0 -0., cn :t� a) -0 0-0-0 = 2 0 -= a) 0 0- c: -9 3: = .0 u- — CO 0 4-4 4- M cn cu 0 :> :1 = 'I'D 4 - c" CL W ,2 CU a- a- r- cu -.I.- - -- . = < = � -0 - - - C/) --- -- .S Dl� w = = .cc In, , .= I w cm :,., I = 4 z z w mi C/) .,� " a) (D 2 -+--a 40 U) =:) - M > 0 L- C/) CL c- < (1) 0 = =3 -0 CIO 0 CLL (.) Q) N L. cl) M " cn =3 LLJ 2 < M M < __j 0- ' SHEET NO. SH 1.2� w - _____ - . -4 a) a) = Cn -Fu a) .,O., 0 -a > = = 2 2 -g - - _w____ INSTALLATION DETAILS FOR SERIES 2000 & 1000 - __ __ - (1) 0- L_ .E-Z HANG SJUM eANEL = cu -0 0- - INTO E,XlSTlNQ,WQ0D SIRUCIURES AM&-mm (G) to � L - I -- ... -1- 1� .- 4--li (D CD - MISITE)R�M IIPA!NE!"& MEW (RED.) RAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1-1,111.10 TAPCQN ORB, AS MANUFACTURED BN L7.W BUILOEX, INC 0)0 6 MAXIMUM A.S.D. QMGN PRESSURE MUNG (pAj.) AND I � - 7 _ " ;/4'0 LAC SCREWS * I' 0 I .11�m IAIIC.J�C�T ICYALLAUM !ftWU i U) _4__j - - � `�_ -1- k .C- w/ - 11, " , I WnN THE 2020 (7V, EDITION) Or THE f-LORTEA BUILDING CoDf, THIS STORM PANEL SHALL NOT BE INSTAUED AT MGM - 014-10 PANOLMATE FEMALE 10 AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. I - - � I � _r . ,/2* w", T-smAGED pacrAtomm I 4� �� f=� 2'�4' AIVOU VELOCITY HURRICANE ZONES (MMAR-DAVE / B"ARD COON'RES). - 1�4" LAI" SCREWS PER NCLS- C: =3 Co Co ,u) - , LE I I � - _�, 114-0 LAC -XREWS 0 11- O.0 V�/ I ,---, -TO EXISTING WOW HEAM � L ! 1111*0 LAC 30-mits * v G.t W/ DESIGN wwo LoAm SKILL BE DETERMINED As PER sel-moil Iwo or THE ABOVE MENTIONED COGEL FOR A BASIC WIND - I 16'0 , 5/W WOOD BUSHING, AS DISTRIBUTED By ALL POINT SCREW, BOLT & SPECIALTY CO� (1) -0 0 QQRRLSE=N9 MA)aMUM PANEL LENG111 *L* SCHEDU MAXIMUM A.&D. DESIGN EREMBE HChIG (W-tj AND 0BRUMM& MMMM AN �l - ,I I � I . C14OR � 'i I 1/7* IA, THREADED POICRATION m __ _ I : _f FIAT Mlo'.`AERID I I/V wIn, liffAmw PENETRATION -0 ja - ; ! I SPEED AS REQUIRED BY THE JURISTICTM14 WHERE STORM PANEL WILI BE INSTALLED. AND 'OR A DIRECTIONALTRY FACTOR FOR SUM lOOOZ= E-2 HMQ STORM PANEL (1) StSTEM le �I -TO EXISTING wow , t � � i __,:�_,__� I ��EAOE4� T ,,!, 114II, S.'ji, - � , ! - - TO EXISTING VIOW WAGER, RD-0.85. 'USING ASCE 7-16 AND SMALL NO EXCM-D THE MAXIMUM (kS Dj DESIGN PRESSURE RATINGS W"TED ON SHEET$ C 1) MANTMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' fQR FLCC PAN�Umdvfj,us L - Smum - ,� T, 1 ) -OA C . EA END C,W , / V -_ - �7 *V** M S 3. 9 THRU 12 III 17, 16, AND PANEUMUE FEMALE IV 9*.j = SPACING SCHEDULE FOR WSTALL&MUS INTO CONCRETE k CONCRETE K= A .1 e`I: zi - � �__j �; - - k1l "I 0 -2 -= (1) _>. I 7ZI - IN ORDER TO VIERMY THE ADM CONDITION. )ULTIMATE DESIGN WIND LOADS DETERMINED PER AXE 7-14! SHALL BE FIRST - .t3r WING M�0= f THRU 4�� AtJEU 2AI, ". / __ - _0 - 0 , t r , I � � � __ 23 ON P - Of MULMMMIG THEM BY 04 IN ORDER TO COMPARE THM At/ MAX (AS D) X7 1) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SK441 BE 1 1/2' h I iN ID ONLY FOR PANE� PTSIALLATIORS, AS P�R JELJQHj_j�� - � �_ � ----@C-t Ii4.1'5.M.S, �, i 'v I - - CPni NAUD ONLY FOR PMEL t0&690ajLff_R " - . �'l REDUCED To A'STO� OCSO , RESSUME RAT"N' 10 THREADED 4= 0 ZD- = 0 3: , = I I , F CAII'L #14.!" ETRATIC. I C 1-4 - I - N � � � sm.& DESIGN PRESSURE RATIN475 INDICATED ON SHEETS 3. 9 THRU 12 & I 7. I 8 PENETRATION INTO SrUCCC SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENS MAXIMUM A.S.D. i I I MAXIMUM ,;. I I �j § I . APPLICABLE TO MAAMUM ANCHORS SPACING FOR L D. - � 1/2' - APPLOCAILE TO _, I � _10. 04 SGRENS 9 5' 9. w/ ID IN ORDER VERIFY THAI ANCHORS ON INS P,M A$ TESTED WERE NOT OVER STRESSED, A 13% INCREASE IN ALIOWARI S_ M, MINIMUM SEPARATION Omm _ i �l I i - __ _L__ -1 t/-'._2rl.y DIVSS �j I 'tl/2' %An� YHTNAOI� PEhETRATCW I /� o Sk 0 LL - &S.O� DESIGN 1141, I� I ,I* . r%. = - (01-EN PRESSURE IMCONS 11 _1 PANIUMATI: rm"Lr 10 jZ �,,,,, � SECTIONS It It MAXIMUM PANEL I �. I ME At. , & - EXISTING WOOD WAM, j $TRESS FOR WING LOADS WAS 5= USED, IN THUM ANALYSIS. FASTENERS SPACING TO WOOD RAS GELk DGM10AINED IN C 1) MINIMUM EDGE DISTANCE OF LAC; SCREWS. INTO WOOD SMALL BE AS INDICATED 94 THIS ORAWINCV m L.- - - ".- Cu -1 6t,;6W ANTI COMIRRATIOR ACCORDANCE WITH M.O,S. 2018. - EN us - LO _* -6--m LENGTH 'L* 00 11 I --- -_r_ a; 71V I ��, ,SEE DETAIL 1.12- A STORM PANEL's ADEQUACY FOR AIGNta AND WING RESISTANCE MAs BEEN vEmrTED IN occoRamcE vArK smuou i6m,i�2 OF - ku 0 > R To 004C . r_____T` I � .85.0. -7S�3 70' OR LESS 2 9/18- BOLTED . ,�, (PT14,G) ';'CONOM TO CONCRETE i To oGWCp= 10 TO CONCRETE WT or THEM . ,v I T __ __ - I "NG *9 M_ I . I I CA) MINIMUM PENETRATION OF WOOD BUSHING SHAILI BE 5/8* 1/4' 1-20 SCR_ 5 ED S�VMI Of 1 1/2 tic MOWN 1= , I 1 �2� -.,*. ,,,-*. a= I I ; 2t, � - 1 __ 1.1;'F= POP KIM C-t #I",' S, �_ _Ntm, SA-"-, THE ARM I MENTi CODE AS PER AARTMOk TEST LAS OF SOUTH FLORIDA REPORTS 10074,01-01 AND JO2TIiTD2-OS, AS SHOULD STUCCO EXIST, AND I" MANIMIUM FOR WALLS WITH NO STUCCO. .06.0. -75-3-- 70, -OR LESS -� �- . - I N/A 12, N/A I I ?" I NA I' & 2' (TOP) I (�Y. I 0 0 EA W 01 (D w -= .(" -0 E a) "O I � ". � i WROM PER 2-0 & ASW C 33IO-02 STANDARDS, ANO AMERICAN TESTING LAB SOUTH FLORIDA REPORT 1023.01-IQ AS PER r.5) IN CASr THAI PRE -CAST STONI OR PRECAST CONCRETE PANELS. STUCCO OR WOOD 13WOS RE srOUND ON nir.wl"G ZI. LAJ 3** i '. � I' BOTTOM) I I � 7 cn� I IAS-201 AND TAS-203 PRGT0QCL%. AND 4 PER CALCULATIONS PERFORMED IN ACCORDAKE W/ SECTION -1 - cm Cn a) 4 - - FLORIDA, SWIDING Color WALL ANCHORS SMALL St LOW MUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS� " :5 = Fg�ii,I204IW3 & WINOWLIT AT ovvb.AP & 4ox OF PANEL LENGTH I 1W 5 e _L__�� _ - --j. 'I- , =111-A", - � - J_ (SEE TA&L.k/ ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & CA) _:) . CL. 11 = . - CL SaYtt /4 - - 01 T _LNI r & -1 CJ = + &MEW61 (�M MLS 3. ; I 1. . , v 7- .2 2 En ICU CD . _ ALL ALUMINUM EXTRUSIONS 10 9 090-TO ATIO`f 00 TEMPER (UNLESS CINERATSF No IT): SEE SWEET 2 1 C_ _+_j PANEL , 12" 1 2* 5` a' IS - - - - t woov ER REOLi (D) ANCHORS SHALL BE INSIXILD fOLLOWINO AU Of THE RECOMMENDATIONS AND SPECIFICATIONS OF Tw ANGIOR'S MANUFACTURER, = m I m 1:0 m - 1 a sows TODD ++ V, - I 40. I. C14 cz N/A NIA N/A N/A 12 IM - (BOTTOM) - 7 4/16* wit, - - I . I i (9) 3, Ail ALUMINUM SHEET METAL b*EDT AT a,OSLq" SMALL HAW 3105-H14 ALLOY, -0 cm :,< - = +66.0, -75�3 . N/A WA IT' 2 - SEPARATION " . . El PANELS MAY ALSO RE tk5j'AULED NORZONTtALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS --; = LL- C3- � -0 . U) < - TO IRAM in . TWworm 5) "api THAT Wtgas(21 &Q SHALL NOT Ot USED, ."..% "! NO 0 i 4, ALL STEEL SWEET METAL PANELS SMALL HAVE 5TINCIURALL QLAUTTY STEEL ASTM A-053 GRACE 80 WIMMUNI, 0-160 GALVANIZED, .!2 m = - .N7 - --- - - __ __ 7G� OR LESS II;/2,110 17, , . I ,/,. /Kj 7" 1 MIA 6 1/2' I N/A 4 4 1/2 3' (TOP) -:== � kl.,� ,�;IW� N/ - NIA TO CIA%, 12- GLC (D 2 0/4' LK, DES - 42 2 Aw (ArTER 9QLLW)I. TIT OF THE CONTRACTOR TO VERIFY THE SOUNONCSS OF THE STRUCTURE %tPlE ROYTTER IS To U) -= C�4 = __ WIND Nut 0 EVEW OVERLAP 9 - STEEL SIGNAVOIN W/rY 9, IT SHALL BE THE RFSPQNVW _�_ -;/ .. - I I I 17- I /A 2 112" N/A 1--; 11 A 3' (BOTTOM) I . SWAIAIKIN - SATT THIS SHUTTER SHALL ONLY BE ATTgMTO TO eONCRM, 04QCK OR WOOD FRAME 12" L/A O"ERI.Ap ea 11 i 5 w 0, = CC3 - I -1 ,/,-. 2w/., To CLASS, ;,WWI. 4 5, ALL SCREWS TO BE STAMM STEEL 50t OR M AiSt SERES DR CORROSION RESISTANT COA,TED CARBON DTat AS PER ON UJACHED 70 INSURE PROPER ANCHORAGE I � - I , i , 1/4--Ev , ti 300;6 W/ 50 kmi YIELD STREICTH AND SO ATI TENSILE "ENCM AND SHALL COMPLY III FLORIDA BUILDING CODE SECTION witim -Nx 7z C-4 i:, 12* 1 N/A I Ir I N/A 1 12- j NIA 1 12' N/A 4' (TOP) I 9 2 %Ile MIl V v - CD f"r , - , , , SEPARAM -- " .@ -Al- - - /.g. i k7jj.� T Cu � I __�_ - - , 241 .�3.4 115 EACH REGULAR STORM PANa WN LENGTHS OVER W� AS PER SECTIONS 1, 2. 4, 5, 6 AND ALTMAlIvIES IW. 3W & 4W 3: =_ = Cu Ii - - YI To DIM EVERY OWALAP SHEETS 4, 5, & A I RESPECIWELY, SMALL HAVE A LEGIBLE A140 READILY VISIBLE KNOUNG INSMCIING OWNElk Oil TO r - 9 I ,-I tvm OVE14AP = - = 12* 1 6- 1 ,2' 1 9 1/2- 1 12* 1 II' 1 12- II- r�� I � a __ ----,-. SECURE PANELS WITH APPLICABLE REINFIORCEMENT DURING PERIODS OF HURRICANE WARNING . C, . -5 . ,,-- I _ i �- I I It I i I I 6 BOLTS TO BE A5TV A-307 GALVANIZED 4'TaL 09 ARS V4 SERIES ErMNLEM STEEL, WITH 3a L. MINIMUM YIELD STRENGTH 7. f am I _ i - "' - - " i� I I I= U - - I * UUM TO N.O P.s.t. A.S,M DESIGN PRESSURE RATING. - _. - __L_l tig , . i �!, 1 T 0 I II 7 ANCHORS TO WALL SMALL HE AS FOLLOWS, THE INSTALLATION CONTRACTOR -IS TO StAILYCALILK ALL SHUTTER COMOONENT EDGES WWCH REM^ IN CONTINUOUS CUWACT B: m 17-4-1--o - - : I I THE BUILDING TO PNEWHY woolpm INTRUSION -,-; 3t I I . " ! i � I 1! I I -g -4 j I (A) TO-JUISTIR9 --- PV : �� I . . `1 ! �l I _QRfD_CQN:nM I SEE SHEET 26 FOR ANCHORS TYPE III SPACING FOR INSTALLATIONS INTO WOW + REOUIRES "I, DISTANCE BETIVEEN BOTTOM OF PANEL aS I - 1 2 1 m d - 1/4-0 TAPCON ANCHORS AS NUINUFA;,ILRED BY LT.W� 80LOEX. INC (Min f-��3197 pi-i 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DFAWING PLUS ANY BUILDING AND ZONING RtrULAION! = -5. 0 a) 0! FRAME NUUM AND (p TO BE 1/2' 1/2' i I � . I - k N I : . IV] Ili ' ' CALK �ROVIOED By THE JMSMT04 WHERE PERMIT IS APPUED TO MIMMUM ANCHOR SPACINGS ANO MINIMUM CoGlE DISTANCE ARE INDICATED ON THIS MR., I 12 - . � I f I ;, I �_ - ;/4..il.. 7 -IN ANGHOPS; AS MMUFACIUREO 0 DEWALI INC a, = = SCHEDULE FOR rD_ LEW THAN INUTCATED ON S09DLILE REDUCE ANCIOR SPACM V, � �l I I � 99 Oi 4_ ., 3 C g 2t: 1 /4 J/�- SOLO -SET ANCLIORS. AS UMT441MJXD BY ALI POINT SCREW, BOLT & SPCC�AITY CO, " -& _= BY MULUPLYNd SPACING SWIM ON SCHODUll Pf THE FOUAWM FACrORS, FOR I T,,'�� I a L .1 I I! I 1. (Min Cy000 P.S.0 '� 13 (a) IW(S PRODUCT EVALUATION DOCUMENT (FED) PREPARED BY THIS ENGINEER IS GENIERIC MD DOES NOT PRIWOE IN-- i;- = . 2 :R, " OPERATOR 70 BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SMAU �. .-.' a _. 11 I - #44-10 PANELMATE FEMALE to & PAINCUOITE PLUS ANCHORS. AS MANUFACTURED BY ELCO tONSIRL=9 PRODUM. FOR A 5ITE SPECIFIC PRONECT.. ,*, WHERE THE SITE CONDITIONS DEVANE I" TIIE P10 NOT DE LESS PAN JAMMU141 SPACRIC ROCITM M EACH ANCHOR TYPE AT L_ �; __ , � I - _-, i [ , ___ - __ � � I I If i Ell I I ?Z�� I - 1/4"t ZAMAC NAILIN AMCHORS, AS MANUFACTURED BY DEWALT, INC (TIT CONTRACTOR Ta CE RESPONSIBLE FOR THE SELECTION, PURCHASE ASO INSTALLATION NMOM LIFE SUM OF THIS PRODUCT = E 2 - I , ino 0 ANCHORS LEGEND _ I I I - i I- I 1-1 AII MINIMUM EMBEDMENT OF TAPCON ANCHORS MID FIGURED COKRM- SHALL M 1 314'; 2' FOR Q.CQ PANELVATE AND BASED ON THIS PXD. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOVIONS CIETAtLED ON IMIS DOCUMENT, �j ANCHOR m _�1/4*.__ 414-. ._ 1/0. , - 114"... ++ REQUIRES M... DISTANCE BETWEEN BOTT . :0- IVII-* Mlww 1/4'. -*N(�IMATC WMALE IO " �l CONSTRUCTION SAFETY AT SITE IS THE 0ONTRACTOR'S RESPONSIBILITY A'CZ - AvrUlt'PUIS / - M;W;w am OF PAMO. 3/16. a[- i I /. 7- - . Z'pm t IV" i�� 1 �/4" FOR ZAMAC NOUN ANCHORS. A TO OF v:;_�- - 111 1 � `7, *' 4 4wawn AND 0 3/i6' . , �;t J nw., z --- 11 - ,rW NOTE I ROW) I" REAM 21 -,- � I -I � . A 0 CREIII., I �i "I a __ j, M.. guwv.," & d2l"41;-N 8 W.. AMONG" w*Cw t.j 3 3 � , ,t2 I � h 1/4-Ii I., .wft 0 v CC, IV � 0, CV 2II.' I� I/2* Oi; " - v - - 1,2 A " A.Z) CA4K-IN A $OUO-SET AMMORD SNAIL RE EMBED= 7/6' WIG IKE POURED CONCRETE NO EMBEDMENT INTO (z) THIS PRCQL,PCT NKIATION DOCUMENT WILL BE CoNSIDERED INVALID IF MODIFIED ,& L t/4-0 2w/** . 'Ir I __=,, ,,,,, Wr ;/, I � -1 STUCCO SHIIIU, RE PERMITTED- 1/4' *-ZO SCREWS USLO SMALL K I 1/2" LONG MONMUM SH0040 MCCG EXIST I � (d) SITE SPECIFiC PRCUEM SWkL BE PREPARED BY A FLORIDA KICIMRED ZNGINEER 011, AKffMV WHICH WILL BECOME, THE " �t) 3 3 I - 0 %. z z AND I' MINIMUM FOR WALLIS WN 40 SIVCCO. ANO MAY BE HEADED SCREWS OR ALL TPIRCAPIED SCREWS W/O HEND, ENGINEER OF RECCItO (E,O,R FOR THE PROLIECT AND WHO WILL BE ,RESPONSIBLE FOR r4t - r,W PLATE REOW ,I I- '__ Nm I'A W., i� 6 W, 02.rl us, M/ 7yalft3/32, - --7-'--,-4 -, rj I .1 , I , , � mr; WITH WING HUTS, PROPER USE OF IMF MCC, ENGINEER OF RECORD, ACTING A$ A DELEGATE FIGINEER TO 'I . ON't"A" MINA 01.) 1 31/2 ;; , I ,!, �- , � ", - - 00 04 EDGE CIN, �LLLL D r K , ;,, Pr 2 I, !I . , . ur i2l ot� I PS 0, ENGINEER, SMALL SUBMIT 10 IM LATTER THE VIE SPECIFIC DRAWINGS FOR RVOM Aomw to M mom &A" SE.R tOW 11. 1�14 Al) IN CASE THAT PREPW STONC, PRECAST CONCRETE PANELS, PAVERS� STUCCO OR WOOD BOARDS BE MIND ON VNE ,;* LAII lIP06 0 1�a *1 - "" ,:tTT%w. It �l ,, On THRICOM TATION i , Ot, ,_�._ T�t -. -W,E *1 �I,E$610144 ____ I ,/2- - - I - - - Y ___ ____ ., I EXISTING WALL OF FLOM ANCHORS SMALL Bf LONG ENOUGH TO REACH T14L MAN lsrkljl��, BEHIND SUCH PANELS. (t) THIS RE 0. SMALL K,W " DATE AND OR VAL SM AND SIGNATURE OV THE PRJ I, I, T;�_ --t`- I - FtXT OR 04 COOT &MMIM-1�w 1 � v__...11, 1. - �V )GO PLATE RED . ENGINEER Of RECORD THAT PREPARED ft ZTl`tW`;.O,.. � T . r 11 IMI,� 2',4' WOOD *I OR ON EMIL ANCHORAGE SKAI� RE AS MENTIONED IN ILI) AND IN A.2). - 140 SCALE 1/4-.,- 1 1 1. I ,w I- -4 1 ... t � , 'I PLATt REQUIRED T'Ll" L ; L � �, I.. SHUTTER MANOFACTURMS LABEL SHALL BE LOCATED ON A READILY VIS48U LOCATION AT STORNI 111w I f, � 1, - .- . (8) TO-CautNc�-OK99LAAok-WA�,L-&Vm-r,-M? PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE- ONE LABEL �� INSTAUATION UxDING Com. - 4L . -, A RNATFVE 4:'W - I/4"O X /4' SOLIG-SET ANCHORS. AS DISTRIBUTED Stf ALL POINT SCREW. BOLT & SPECIALTY to Mr - -, - . #14- 10 PANCIMATE FEMALE to AND PANELMATE PLUS AWHORS� AS MANUFACTURED By I= CONSTRUCTION 11114111,1%. ... %BINUMN", 1. INSTAUNTIONS ARE ONLY YAUG FOR BUILDINGS WITH AS D, OM" LOADS � � , 'I I Itio"fift, .A SCALE 1/4".1' --, Tw----I-� I - I - ::_A,--.__- Aug"'. � � 11 BUILD-QUT MOU 14G - 1/4- 0 TAPOON ANG+OM AS MANUFACTURED BY � -I W RUILOCX. INC. SHALL BC LACED FOR EVERY OPEIROIG LABELING TO COMPLY WITH SECTION T7091J.3 OF THE I I i � , - 1/4' 0 . 7/0' CALM-11i ANCHORS, AS MANUFACILREC By DEWALT, INC. FLORIDA B P , =9 115&WIJINTING 4 , �:,!!14/ IP 10 +LISO, -75.3 PAT AND PANa'S LENGTH UP TO 5-10* I'[ , I VF 3**W - 1/4' 0 7AMAC 4NUR ANCHOK AS MAKTAM-RED BY DEWALT. INC . � I "j�k A Tkj . 1/4_� I - ", 2 FOR NEW WOOD FRAME CONSTRt"TION, WOOD MEMBERS To BE SOUTHERN WL " - 0'� I PINE N� 7- W/ smeiric otwsny OF ITD5 OR EQUAL .t'5�- .--- - � , 8, 7) MINIMUM EMETEDUENT Or TAPWM ANCHORS. ELCO PANELIMATC5 AND ZAVAC FWUN AWW.-HOR, INTO THE . CEN *.. " FLORIDA BUILDING CODE (114" High Voloci NUT cone Zone)l ... ms,� ... __l I . -<: , *,.- \pt� � . BLOCK UNIT smi BE I I/-v : !I I * Hu cone zons)l I : .. FLORIDA BUILDING CODE �Hlqt V.!=!�!!��:J��t H ' rm, Zone) : %,44 7 *. S .uRc "Llim. - P11 . . lk FLORIDA BUILDING CODE (High Yelocl I . i ; 9.2) CALK- IN III SOUD-%7 ANCHORS SMALL BE EMBEDDED 7/8- INTO THE CONCREr. BLOCK VNn, NO 24 CAGE GALVANIZED STEEL STORM PANEL �- -, No. , � 1wlL_l& . z 0 tAtIt".. I = - == Tk=D Wc. Fp =*: -, ' - =_ -,= ,Atl=. INC, PANEL rp, - � -upow - - I -i----\ = : : * I 20 CAGE GALVANIZED STEEL STORM PANEL AT MIMI = 20 GAGE GALVANIZED STEEL STORM STUCCO SHALL BE PERMITTED- 1/4� �20 SCREWS USED SHALL Be I '/7* LONG MINIMUM SOOVILDVOW EXIST, * * : bk*k w SM 5: AND REOUKREUCHT,S FOR � - I **= DRAW .; AND I* MINIMUM MR WALLS VAIN NO STUCtm I <zq____v_l S T. - - RE" OF Cw=mN TO TRACKS 15S. - S�J% STATE . lw - I I L I E C 0 . . \ GLOBAL PROTECTION PRODUCTS, LLC- """'MM" = * AS I 'OK, vl.fl.l#w DISM S :, ,__e.__, = lz:z--. __ - - � iE-;��_, - __ "All/tIm iow 14000 __ WFIALWO" TYPE ON . CET 2. -_ . / , - Llm- it 1,5�. 1 1 ufl� �'_'\ GLOBAL PROTECTION Pwoucls. Im WAS/Tt" 6,3) IN CASE THAT PRECAST STONC� OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE TO K 081 �� .� DOE- I '1..� � _ r,w.". . WE U .,.. a:.,_-lw-S,;W_=-:m= V. Ut.)ME's, xxlwjwm�, -175 - NOTE Fm CON .� � EXISTING WALL ANCHORS SMALL SEE LOW, ENOUGH TO REACH THE MAIN STRUCIURIE REWIND StiCM 9 "' ;VJ ORAMM" III, . � , , ECO'Ne, \ Am &w. 513W . I j TOMM Xe , L, INK, sm M STREET 20 V:K�Nliglll "QCO�PAMY 1= "m . -mouinto COMPANY CIVIL. "L 1"'. ANCHORAGE SHALL BE AS MEENTIONED, IN 8.1) AND IN B.�!) - 1n;;I7 .w , -_ I CA- . - 1") .1 - I 11, Me, � - - ItlAtmo 20-176 - % , P-L ALM/W."Itip,wr "I"ll.l. Iz !tl ET! SHOT I or IN "I DR."u iw� VNIV TO ON. 14"' t/4' . I- .. AN, a XnAt MONT. CTSINIS-n4A rm� nt").%I,OtnT� I I .0 1 III- � In `*h,7,;;iT,T`4 LIT A . rAmT tg�r 4. , - u. A ANCHOR LDCATIO C itl'�' - j wig III x X" MMt 97 I _�~_ .I. Row, Beq= ONA)uIP-mi"? 20-iliii WHOM ,., - -.:$.., RtDI?l-,e- :� -1 GLOBAL PROTECTION PRODUCTS. I.M. - , , ��__> TLTE _C0 I , I... S E DI, �_ 1� I I =mw"p Itao s'.. m stum 'l,.0,'- ILI � Z� -,MCI x , L .:40 z I � 0 ;,. ,i,;t;.j;"�,Mg- V - iftel-Im�.10"".1-1 TOP & IF M" IDIN V, COWWD N ANY 110 7�: 1 41 , .,... ck-OD017111 y - I . i � [ 'M STALUDI - .1110171101-1 !:A- 9 - .4. `,", ORION; . - =a I. - C:LL=z=± 1�-T- -111. "A 1.1 NOW � %NXM TPACKS NOT 54OW 1,0P ,LAPM tm - I It I- - - __ - $"an is ti, 26 1 - A4 SEAVWAIWAMEOVATI. WATER= Pz 1 F---+�- Few, a ,w 1M, rj '-- � - 11 I 1201, W I 2 :: - z F I I I - - I � - 1 � .1, i ir I I - I . "i I I w mi I MAXIMUM AMSA __AjAfjNQjigjj,j AND GORRESPONOINID +2/4 MIALLABON MAU FQR REGULAR RANEL T,i LARE, LIFE SAFETY & E-Z HANG KORM PANEL SYSIEMS I MAXIMUM SME MNEL (1) LENGTH *L* SC14EWJLE ONLY FOR KOLAR STORM 1W/6, 2W/6, 3W/7 & 4W/7 (SCALE 1/2-1 *) I r VAX ANCHORS; (SEE SCHEDULE 00 _,_____ _ f,*1/4, 3/4, 4/5, 5/5 & 6/5 INJO POUREQ COKeREJE OR CON PANU INSTAUA= INTO POUREQ CONCRETE, MOU BLOCK A WOOD (t) - SHEETS % 10 &11) - _.11_._ll______.____,____7., , �: MAx- -I* MIN= -- - ------ _ - UN. I - L - _ L ____ _- - - - '' - - 15,125, ('TOTAL WIDTH) _____,_-._' - _ --" - - -- - --'-- - -.--- L- - _-2.UrY- -, %N= pmma lft%L_UNIlAZAU2fiW3ILALU0 1 6 a -1 , - a __VTAlB POURED CONCRETE I . nw_xmtlmgm_au_�� DR , � , I a , , VIS"NO; POURIED CONCRETE : :-'-----, ,____'__ , , "-' - � -12SW (EFFECTIVE WIDTH) ------ - -- - __ I - I I __ _l___l j_= IG3* I AT 72? QR ROTTO L - T --I - -I-- - CONCRETE BLOCK 1. CONCRETE BLOCK , I 1; L! I I . . I � I � 1 - --- - i - iZ_le=/9. D.M.,(�). 3 , 4 41-- 1__� - - - 1-1 - i -1 -1 -1 CONCRETE I , L ' 1 I - YSO I- . I I , r- -]I- I _Tr_ -,'- T "' -_ --!---T �,,,, b AEW44�5, m, REQUIRED. I - L . ,I, � F -1 'T � I L z " C _� - _ , "S T/4� (TYP.)- - 'L "' - I I i 1 z74;_ ., 2A' To ANDLE 4 6 114* A L TRACKS L`2. OR (a) * pIRJrT KWU= AT "Vi.00 - I . I ., 'ONCRETE ANCHORS I - � Oft 0 12 ll:r CC, --- 1 1 1 I 4 1 1 f � �� I � 1 ) � T,2w , � �7 JW+ _�' '086' , or I 11,11 ",&I, (" EC SCHEDULE ON _J,"�� I N . (SEE SCHE � . -- 1-350* - 1,3�v - IASO - , ,,, , � 1.00* j MAXIMUM PANEL LENGTH @I@- , , , .- EXISTING POURED 7 i . I � I ,_ I ll� I , (MAY BE lCkTITM) MAXIMUM PANEL LENGTH � I I I I 1 I � 1 1 SHEET SHEETS 0 THROUGH, 10) yl� CONCRETE OR I I _1_1__ � t I . , I______ 4 1 I 1 �i', . _j � CONCRETE SLopt'. � --,(-3-) _ --- V bil 't" , I F__ F-, � LL I , e �l I ON, I I— I - , '. 11 1 3��75_ � --- , � j-, I I MAXwjm AS-D CONCRETE A wow MAXIMUM AS.D. CONCRETE & WOOD t 1 1 " -I,--.- I 8 -C ,/,. L "I , - . ""-, -1 I I Sao I __ I i , -11,20 " -A 'L+' OR "L-' (ft) 0 'L+' OR 'L-" (ft) 0 I I I I � '?) I "I " , I 1 150 � 1024' MIN. Twl" I �H_j 1-1 I . � t/4- ( ��,__ ,_ I I � It am" -1- � I I ____ 4 11 _K_qt__ __,__._________, CONCRETE ANCHORS ----- iEMMED - ___ , I � � 84* if , - 1: "a I � � I i � (SEE SCHEDULE OR I'- � � ' ED", __oi� Ag�i \ I' ll�'l I'D.- � � . 11 - 41 PRESSM M "ani"TioNts, t PRESSURE: RATING _.N. I � - 1 - I - - - J I TYP. " � �. " . � RATING :: "�l __ L- -,L-,-,-" __j r 1, '111--l-1-11f, T_T_ I 4 __7 I , - __ - - ' I . IT , 4 z , IF.A.f I+ Or-) I --- 1�� - 11 / 1 1 "I � I . I I L* � (P,.T,) I+ - -) L# L_ t i I i 1, i _. J.. ' � SHEETS 9 T? I % _-) 11 :21W I'll _11- 11 1 _) " I I I __ 4-� Elt _t` ;,�'� � MADC TIC MINIMUM WCMMCq, �260' _; i� C-60 I - ;� I , �� i I ! i I : L _� I, 41 7 , -_ I - I, ....... " L i ,-I' L DETAIL A 49 EDGE - _j i ____ - - _�j - T� ) =0 ------ Z_�__ - I _, I L " - 1-1 � d- I � . "I" ��;r, , LLL I 1�� I Ed -01;; (1) STORM PAN I I - I - - I - - ___ I- _1 11. ,-, '-e AD -_ I.---o-, - IF*-*. - 2ap - t21-11, I I �?, -` 1 1 1 i i I 1 . 1, : , I IjSc_ - ------- ' # Jae I I,-8* yo.-I. me if'-J* Fol-71 4%1 - - __ k_ _ I L : 1_1��3 ,- A - _____ 7- .- 2.COr 1 - 1 �, , ,_ � 1 I I - � - ,,_ I - I _ - - . - - I 11 I 11 - cl) . �� - n. - � - - I �--6) PANELS SMALL BE INSTALLED ALWAYS - - - 2.38-r -- � UNBOLN E j ,__ I i I I � _ -BOLTED PANELS W/ -2-1 1 1 Cl 11 IT I j - � FROM LEFT TO RIGHT W/ 112' LEG 31 a to'- to* IOLO* .9.0 ro�to- *,-v- - ss� M.S. BOLT W/ d"* EA. OVERLAP � I '1;1'1'� , 1 I ; AT END A' LEFT SIDE OF PANEL '. 9*-2' (SEE SECTIONS AS APPLICABLE) I � - - �_ �, � LLLLLLL - I 1 4 (�) "H!j"DER (SEE SECTIONSS , I 1 I !, -1 _� I I z (�) ter TRACK (�) ANGLE WITH MIM to*- 1, .#,-4, 11 - , I I - - - - f . - - -,. i�_4_ � ... �.... - '/'-'2W'- ED. 11 � I I I APPUMLE) I IF Min I - -P,-% . �, ____!�v ----!!- ---!:- i I i I I . 1 1 1 IT- .&V 11 SEPARATION / ;- � " 11. -----.---.-- - , I w IN Awn f 1, ., ,_ � 1 , Ir, TOP EDGE __ I � i I - 'to , TO GLASS. rd 'r p __ , OF PANEL IO2't- W�) 5mati-_ 8'-7* W-2, 1 " r =F ; 'I t UNCIM VAR Y-C (SEE SCHEDULE I L � � __ . 4s.a p�l" d'-7' 1 . 1 Cl Wn � - , I 1 I [__I I '� . SEPARATION -, l__ ,,, .104 91-61 W-9" I 1. 11 - � - I "I'll i [ I - I , I - 11 _A _., - � . I . _�_O_ !�_�_ --,L-f-'- ______ - - _____ L ".. I 1 7 � - - I I I =Nq (SEE -L, Min. I PANELS DID UP , _� GALVANIZED STEEL I -1 I I I 1: i T 1 - � !---I I T 8 ON SHEET 3) - I . I I y , I 1 1 V, I I � _:�� _ I I TO GLASS� N � . * ) cap M�3- Sao 8*-O' 7,-.51 I I I I I i I _ I 1 �37401 ..270' - p _:� �g --O- , I I 1 1 1 I I I I I I I I I I ; I - I ON SWEET 3) - __,!:-77_ a -!!a - _!� j �' I L PANEL LENGTH - �... ___: - --A:-J-- _ L __ i 5 I IT W/,O.,m ED" ,�,� .,-- " - i _I SEE SCHEDULE � - ' It, ift.. I - ___ - _iT_,�� - - 6-110 1�81 2�2* 1 1 i I I ON SWEET 31 PAN LENGTH --l(SEE SCHEDULE r- L LENGTH I- "i � CONCRETE ANCHORS k- - ,- I a - :i - SCHEDULE " 1_= I - iN . (SEE SO4EDULE , , � 1 - I I I 1. i i ON SHEET 3) - - 1, I : L ,. I T_V�_ - ON SHEET 3) I , - 11, 133, 0,270, �l - �, __ - ITT- I t- - . I I I,_ _ - I I - I IT ' ON !!j"_J� _ _: - . 1� ��,_ C;�77��--` � t -1, L _____ I J_ -I- 1 - IiJll __ SHE= W --<D j � - � y 11 - . i -- jj_ _-_- , I - L "'%'W ,� I I yip-_ _r_W� - - I _mO - _T_2F ___ D,M,.(�). (�), - I - _] .; I J_' . , r ]" - 1 I it . �0,05, 1 1 �, I 1 i 1 1 1 i ] 'pm,F L - - _i4�7_ hig , - lig 1.1 i 1 . - ___ I :0 s �� C.375-1 �, C250*0 --75,0' 7'-5' dl�? 7" 71-F, __ I - - L--. - ;Lj - 1 - I I i �", � A I � ..,-[. 1. 11 , I' - - , I - 1 56X : '10 I - ," � � - -, 11 I"? ',�-/,.q' , ,..�,�,� ,,,r,, � , 't - OF *L ! L L "' . � 67' , ,92' Goa - __7-1-r - -WC __��__ 0,-5, - I , I� t . I W _____L__j._ _'Tl��I��, , " " ! l, 6�;�;_ I", -1 I -.1 .-7. i , J - I i 1129 _111'" I . - , - ", -I-, Oozw _. _1 - 9 I L_,___,___ J", " �_1.111A,`.TN, m's ' m 04 I'. `I/ 2 3/" *_"--� I* � ".." ' ' / ( �( EN "' ' � A WN , I I , ,_ �4 I , [/J� 6 t-�"-"-,-,-,,�:-, , = �k_ GET _�N_ - - �_ � , , .= - I. , -, _N,' i -a 7w�om 1 - I I'/ % i I I I I �__ , '. " - ROD i - I I t [ : - I I I .;--_,,I- I ME I I K �11 - .W - _AC � RE. " IN' TNG w w r�-I_m � 12' O-C 2 2 . 0_r __\ ",.I W.. � I.'. 'N" � 6 �,. * L� - "�'47 ; `/ I kt, 7 , -777 4 _ I , "5 . �_, ,._ . . . z IRCI- Or, .,,o I --- ,"', . �,��,V, I w *%� fp I E F r7 I I I - I 6111 ��,'F,�, �'j lll��_�, ; -9 i . ,� '- 1* IN, �� Wil MAX, CLAST I 11 - ''. 2 --,.-,,. HEMIAEG,, , - . -_ @Org _YMAX L'� 11 �� z " 56% -ss, - � " - - ,41 � I _ I __ A ' aa ,l. 61-61 siv 7- '. - I Of Ir ; i i �_[__�_ MCI , '-\-US OR (4 i 2/4 11/4, 3/4, 4/5, 5/5 & 6145 I "" �l I ' "41'.) 1 � I � 4 __ __�__#;*_ _i�__Z_ - -_v,o F-7- _i�--r I EI.D.. ", "I ' " ' " "" t I - :, I',/ ----;r �_l mAX_ � I � �, 2.25T i I ,;__,� I"- '��'� _�'4'�-'�` 1 ko ,� , .�, 11 L- L 4 - . , I ,�, ", � ., I I � 1, I "I 1. I I - I -*_1 , i3 1, ____ ____ - � 'ILL � -*v,,"_-,`!�-.lA_- , I � � I '� .... I u I Isom 0 1* L* W/6, 2W/6, 3W/7 & 4W/7 - ROUNDLET CORNER 0 ENDS OF PANEL's 4011 � i . ) I "INI;l i , ,- 4 --- 1l-.-_ANCHM (SEE SCHEDULE ON SHEETS G. 10 &M -- - -- ---' � , I ! � I - A6, .OAT, , - w-P, 6,-G, x - ll� `_ I I ENO UP W/ HEMMED EDGE. I_ ,12�F __21-0 _!!i_ _.!�_n_ _A��_ __ M !_ ��`, : I ! L�, ". ; 2,1pa, _ S�� I 1. . ", , "I i � F-0, ? , .- I � I : (mts) '375, ___Lw_,v__, __!�-�_, .....- - ...- _,!!v_.*_ ---!:--X __iL__� _ �� , I ,?,��)�','� , � ; � I I N , 11 , 1) � .11, I ��L',�,."�,,� - 1��, .1 �l I ' ... 11 L� I LIL . TYP. BOTTOM BAziali yas�o 0,-J, $' 9* Imo 61-i 21�41, REGULAR 998M PANEL (J) ELEVAI10 ��' 3�r � ", � I 3- 11 I Ma OF PAWL __ __ Ile MR,,. CAP : ,,�,, i i EXISTING POURED _ � I t � I __ Ilm . 2�soo- I - _lmo - - - flao - 51-t* Zell' NJ.S. ; i .� I ; I'll - - " 0 1011/1 041 � � 'I APPLICABLE) � PIS 0 . � I I '� ' �� . � CONCRETE ANCHOR� .... *UE VALICY) I � - '. go" BIT PEEOTWREDI _",_'_�'�' (SEE SCHEDULE ON ' ' � ' '0671 (�) KEY 14OLE SM @ 6 - - s - - ____ CNER.AP -1 7 I ,- i ....... MIX WASNat MEM, CONCRETE OR I L '� 3 _, ' 1 3.750' 1 i (TYP.) 3 PARE ,7wl __ -7T41-0- 4,- to, (ift _ �� , � CONCRICTIC BLOCK I __ - -, I � . -11, I I I I ,D72' I - �' i� @--.- I I L. 4 I-- - .-Jl , , , - , - 1 4 - __ �__ 11 � to- E 10 I - - - - I ------ I I t IISEE SHEET 6 NOR AODITI rmo - 71#11T - __ - - - ______ __ ___11__._____ - - " -d-_ � '14"MI" S.S. LAI *1 RUT L Z,t24- la+. 1813, ::::E--F--,;`,--_-:5id I ;i vqpl\ /-W _\ /1*1\ /ow-l\_ /wc`N -_ _ 1� -1-M ,/rac. . �,,',, stem 9 THROUGH 10) ,� , -A __ �yml - LIMITATIONS IF SLEEVE W!WGTN IS I J�, , �lj L-/-=-\--/ I L _I, -, 1�`1.11. ONLY WHEN SOLID . i . In'. . . i -'ATEN`M"' WkONLY WHEN SOLID � I - �l . .- _ _v2S t_ ONLY VAUD FOR INSTALLATIONS INTO 11 4 �,, \__ll N_r,� \_/ 1. I- �, A. - - N EXISTING POURED CONCRETE I 2SO' : ,,r. (�) SLEEW 2 1 1A I -1 � , CTYP.) WOOD StRUCtURE& MINIMUM SEPARATION TO CLASS SCHEDULE MAX, GAP \7-/, - - EN , tll . A -A , I 1 ./3r- OR CONCRETE m= I , MAX, LENGTH I PAw__ SECT19N -1 I ALTERNATE CONCRETE-' _11MGPOUTTED CONCI&TE (4) E� REQUIREM , - * MAXIMUM WIND SPEED 4 170 -P,n AND SPEED > 170 In.vI,h (i) N.Tls. ANCHORS � , RIFTEE BLOCK REQUIRED CONCRETE ANCHORS ARE USED. I I- - --- ____ i- -1 -2.000' - - - I , -M. PA14U LENGTH ��RMNM I RESTRAIMED NED _..____. ____._ \j STAGGIZAED W/ STUD - I "S'. - I � 17. (in) UNRESTRAINED RESTRIV (SEE SC OLE ON (SEE SCHEME ON Ll -.1 2� . Norm SHEETS -91HROUCH 10) � 93, ,2y - vtvs 9 THROUGH 10) �- - 2.548' - - - 1. 11 : . W) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GNEW POSFINE ASA DESIGN LOAD. . ---I 1 1 I-4. I 'M I I ,25D-' - 30 OR LESS 1. 1. a. 6 I/C L-I MA,X ALLOWABLE PANEL LENGTH FOR A GIVEN NEWIVE AM DESION LOAD : I : Ityp.) >33 To go (2) PROCEDURE TO DETERMINE MAXNUM PANEL UNCTR (�) ffy_:m:_wADm (�) *U" HEADER ,I' 0) 1--,--j - - - - -- - I' MIN. TO 5' M..- f_ I A - � I . GWEN A POSITIVE kS.D. DESIGN UtAD, DETERMINE WYAKA, PANEL LENGTH 'L.' FROM SCHEME. I..... ON' [___D I 711 1 1 1 1 �g 7 1/2' 1 =, A NEGAIM A.S,O, DESIGN I PANS. LENGTH 'L-w' FROM StHEEXILE -- 2zoo* -- I , MAXIMUM AULOWABLE PANEL&"== WBSIM DETERMINED PANEL LENGTH HL&Q-01 WUL MOUNIING WALL MOUNTIRG -1 019MAMM (R SLEEVE 1* MM, 1, J: � ; '! �.! _. i -a MOUNTINg 45 TO IS& I. I I �� - I BETWEEN 'Li'l Am *L-". mmuw L 5ECTION 2 (1-13) ANG 0 . 4 � m SEE SCHIEGUIX BELOW MIN PANEL LINDEN FOR POROSITY OOMJFOA"ft� . ;pPpm ; _ ' I -- - 1DOD' - 3i�� -1 W-W.4-517-or i,YWMH"NNij% Ul J TRACK U EAffl-HAM j - f tHwALLAM4 INTO WOOD ARE V . MOVED TO i 95 ,xt MAX A,S0, DESIGN PRESSURE RA;;O I I. SCALE -1 1 ,v4* � 7� . eskl'i� A. T!w,s U-144i-mm I , � I ,?DO , I �'. , - , 1.11 111-1- ,�, I I I, ,1�. - - " -2 HANG STORM PANEL __ I - R.� OU,LO-out " , 91 10 k 11 S.D, DESIGN LOADS At, MAX-. PANEL LENGTHS FOR I ."i'vit, N, I I , - ..�fll, (USE ONLY FOR IE 1� I P. - .08K,_,_ 4r* ��, ,)Lmse � DIRECT �1. I ,_"ts 'r I i I ,- rL 470" p 175, MIN, , � ') , � SYSTEM) 6063-T6 AWM. ALLOT BY T;ZA �r MI A SPACER ...., ,UC �l � f ��,_�____ ", I I.,, 11 I-- - - m z�! .� " 1 MOUNT HEADER Wt�ll;l ��,.99-=,%- X. il� .... - - - 1.12fi* NO' = : No. 44167 * B FLORIDA BUILDING CODE (Non HIgh Voloctly Hor cone Zone) c= ML iF .I- I�Iv,ks 'N"eA FLORIDA BUILDING CODE (Non High Yeloo � FLORIDA BUILDING CODE (14 14u I 1.01, � - , , -- -I-- - , , - , . - TWA 14 . fty III cone Zone) . an H(sh VelocTty Hu Gone Zone) zoboo�! r 7T=;-:�� ,� 0 . - . :w:r:r:0m:�Tlv 1. 1. 11. 1� Z ; c 11 - - 1 4 1 V 12.3- 1. -1, 71N a_ N` it . i Adom "AmEm. ml 24 CAGE GALVANIZED STEEL STORM PANEL FJI. - I DIRECT mouw 48* w 50' z * .1 Plow 1111.7m, INC. 24 CADE GALVANIZED STEEL STORM PANEL ".K I - I - -Z .-' 1 167 `- 1 mw IxT= m. 24 GAGE GALVANIZED STEEL STORM PANEL r,". A ,am � 1,201 1-11, I V 1. .: I ~ W. - ____ 3a. 1. - mwk III, = ; - - DIM" 10 . I rm,) � Ts 0 . 4 �_S`Xl S* STUD ANGLE 3v 32' - . - "s C- / 07/V/"W I'_ F� - L S Itu, .* 42, i -01. � NPIE�WM_QE_SE�. I z 1. , :1 = 1. '. so. I> -a'. II � GLOBAL PROTECTION PRO 250' �� - - Oir__ 3 vArx 67' or - � - / 11LIECOssic GLOBAL PROTECTIO tmxr S . 6 , 0- - __ 111NIECO.. PAM- I- 2.000*r--l- - -J- - - - W/37/2= 5v - - 4e --- w i -A -. IATE - C""" DUCTS, LLC. I - __ SEE SECTIONS __ __ - - MIN I �_ -.1 F 11LIECO, GLOBAL PROTECTION PRODUCM LLC V _��, � \ N PRODUM U.C. - EM - EDGE DISTANCE _ - '. Vuaw AS I - AMID �wl 51 SlAw EE LE TOP & BOTTOM MOUNTING$ CAN BE - - Aw S.W. III T-ur OW SM. 6, STREET U� ANG So* 32-- -w --w w w 1. 1� W. oplulk �.- OMAL FIL 3111;RIMI, % "" NW0' I' AN"I rl sw -2 " 4 L. ' S, - 4mlll B I.. n, =1314 20-175 P -1, A,& , P, I -w -,..Wr-* symmm 20-175 SHEETS S & 10) COMBINED IN ANY WAY TO SUIT ANY I / ,,.�) __IMIM!ilk.� ". 20-175 -,.I-. -a.;;- - I - , I - ORR 04-1 PmoNt, Lem)mmI I- - � 0- . t (Me, - �� (05.)W-7w. rw twpwm-amn ��_' -.=.'-!,'.`"" PIRNK, twt,o,xl�iii 'm m6ow-em -1 � I INSTALLAMN. (g BUILD -OUT eir (R BUILD-OUI *F* TRACK @ & (p� WAS14ERED WINGNUT , � �.�m -.1 - I CANAING IN, lltz�� -.-. 1 7.=- � �w -s,r 1--W- 10, I __ - 1 et`iM`III WIN! - I nawwKw: I ... / -.'.v., C%--�,y , __ aiMitwit; ft; cl-Im7IS - - n-i m - - �A -%0719 , __ , l'i"f'. x;ii,,,&�- M-La" it , , Z# I .mm 4 w ul JZAMAC 3 ALL" Pz SEAL�swimi,%ACAWI ..TCR� I I I t I I fff m "m III _wla , I - I I � MRXT 3 , W, -1 . nm�wm I.E. F_ I TRACK ANGLE � n.M.- LN, 04, I I _. H IT = L I I I I I I I I I - __ ____ --- I INNSTALLA119H DEIAM ,,.EQR REGULAR PANEL (I - - - - --- �� --- -1-11 IN LAT ON ! BEQUIGAS EANELT .- INIQ PORED ONOETE OR CONCREIE AL90 STRUCIURE -1-1- 7. , ", -- __. RUCIURE5 -'- '(,�,� I __E_ _l_____ ... ... ,_____, __1 ,,, F lNgAUAIIQN 12UAILS FOR REGULAR PAN. - I INTIQ WOOD - ,� " , � , --IT-- - , , , , 11 � I , iiin. 1 I �11 � �, 'i , - I �,� , , I SEPARATION -1 , I - __L�L� �o; I 11 (D 7,-,-., 4_ -!-,. ALTERNATE CONCRETE m_/, -1--_-�r 0 � WOOD ANCHORS r " _� M � I ,--l-, TO CLASS. _11--_ I I I ", � V1. ! I - .1 'il - � I I � ANCHORS LOCArON . '! ,. ��, _ r_�" (SEE SCHEDULE /I 1 1 ALTER14ATE LEG � I � (SEE SCHEDULE ON �! I �, , I I � _. � ' 4 SHEET I 1) 1� � � � - 10CAIrm -(SEE SCHEDULE ON , i --- I -.i"-.*- . r;l_ r ., � I -, .. I I --- - (� I/"*lm,I* ON SHEET 3) _ � 11 GONG ETE ANCHORS � , .� . . IF HEAD SoLn 1 4*.B* . � I -- � �--_- � , " h . I A I I - Or I I 1 , � ,.� I, I e , ., I I I I I I .1 . � - __ I I... el "� . I I - I � I I I 11 EXISTING MURM CONCRETE $HEM 9 THROUGH 10) OR C40NCRM BLOCK - __1 r _'i iL��_ � I - 1 -7 EXISMS FIGURED CONCRETE _ � `_ � I � - L 0 1/4- O.C. L___ _7 _ -_ BEAM 4=R'0M'=L7 � : - (SEE ISCMEOULE OW - i, , =.=Mll� ADEQUACY 0, EXISTING -� Cn -&-tiell ,- � 1� "� � A 1 � I I /� -1 wow .1 - -,- "', SHEETS 2 THIROVCH toy OR CONCRm BIG" RECILARED. -,, 1 � /A , I I I., � . -) I *L, M -to' __ � REQUIRED. , - �l F I ! � I BEAM TO BE CERTIFIED BY ___A__.d.1_ ; I I - - �l I � , - - .. ::� - - __,�_ - ,,2 p , --- I � - � ---"-I D. I , 0i . - ` I I - ---- ----- ,. � a , _ i - 'Coll " ,�WA � � , I __ - _____ -1 PANEL LENGTH REGISTERED ENCINIEER OR , ROD ,- I I RED 11 -1 ,� . -1 wow _ -L __�,__,' � �,j �! f : � I (SEE SCHEDULE ARCHRECT PP" TO SHUTTER " , i,-, � -,.� _ATERNATE LED CONCRETEE 'R111-11 HEADER - Its , � I e , - W EXISTING POU , ,, /- LOCATION WOOD - , = - . - � EGUM ,,,,:� � (SEE SCHE REW �l t I %isl I INSTALLATION. ��. , � , ,- - - CONCRETE R � I , , -41 .,. (SEE SCHEDULE cm I . I -1 .11 - I I __, --- =41 -i WOR . � 11 I' Min. - `,� � SHEETS 9 1 120 - I �ji � , - : r____ �� C ANCHORS ALTERNATE WOOD ANCHORS - 4;, -;, I -1. I . I ON SWEET I _ I , . a) , _1 I �l FF I 11 11 i 1/4. , � iij I � _� �, _ . ;a-w MCI imsNut, WER, �� " __ - I I SHEET 11) e I SPACER , I . SCHEDULE ON (SEE SCHEOU x Ei, , . � ED - -- ,---- - A - . 14 � , I I I'-- � � � ,�� MAX- - . ,,, � �- - - *-- *..4R - ": i ,a mzr#ft � I— ,� � 11 C =rm 9 a I - .- : I .- r1wn SPACER I J_jl') - I - SHEET 11) SWEET I 0 I __ . I ' 201, - R`X WV.N/Owpfl I �,-,O_ % � _. _�-� L�."_ TIT, 50,10, OR I 112- )I/4' , � k j 41; - , � / I Z, ==* I�! �� li � & 42 i/r _1 - C ; L ___ t/4-�IN: S,S. " W/ IAn � i - - Ell I . �;) *7 - " r MAX �/' I Ti � "I ,-I - L I , I (D -I I/. - ", - 0, I I � I 11: -I 7 1 ,;-; ,� 11/4' 1 MAX, - , - � �i� 11 Co I U - MAIL . I z --------T - - I COINCRL E ANCHORS I I � IX. -.---.- ___ -1 I----- - ". _ I WOOD HEADEB � -L !,V. " I", L I I - I I - (SEE S, .. . - - I -, I - 27 I I � - a , I ,.� __ -, . I I � 11 - _____ --- - - - - I � I i WK I il� � 1. I . I - . "ic �, 6� , - ______ I . I _ MAX. WOW EADLR - --- - -1 1/2 - I _ ___l H 1111 3 � i REQUIRED � I , . � - � - � --- - � - f D " _4__j (�)__, SHEETS - . �� L-0, i I I - - � � REOUIR'E4 - I - _1_27:�/ U) . % 0 1 - , rl) ; ED �"% . , � 7 _ __ - _; r 0, MOLS � I i t KOU!" 3 � j EXf i -?-� , , _11"p ! ; i . � I * � t r )�,, , I -1 � . , � 11 Ki t : ,,,, ,� .1, ; I i -1 � ,_ I I� I ", � �, j� E�b ,., Afi;� . � �� , - - , """ ___� , V M., �, - I I I t__ 1�� I I __ I - - --l-r- I � I � ��Z/,Y, � � I I � � � - @ i'D� MAX LONG ALUMINUM SPACERS 0 12 1/2' i2- % �, I ! I FAMEt, LENGTH I f i I � , i , I - I , � w I I I j 11 i i : WOOD ANCHORS ! � � �,�,,�f,,,'! � � � � ;� � !'-- 11 i i , ! -1 1. �� -STIIj , i 1� 11 I (SLY SCHEME I I t r C; (SEE SCHEDULE 6N__ �17- � � � � v . � � I - , ,L'tst � , (SEE TABLE 01 ON BMW IIJ , =3 m � I ( ON SHEET 3 � I � I e SRSET 11 , Ili , I I I I ! I L�U, ��,10,�;"; Q " � I Min- 1 �) i 1, � - _01 i 4 01 ; , ;:��,�,,, � I mil` FOR Min. 11 _Ai) I C I I __ NOTE - SELOW FOR LIWATIONS FOR " 1 _,� 4- 1 , i -, _ � 5, �� ,,, ��i I 1/2, Low SLOMS, . i 01 � I I � - : MIN, 11 ; i SEPARATION I I V 'MAX. i I : - - 1113 : i ,!, � � � � > - - , ; , - pg�,',",' I I 'D GLASS. I I PANE � � 1, �! I __ ,- ?g�,', " 01 It �=" PANEL MAX, 1-111 "I 11 11 nl- I � LENGTH (SEE LEN" I � � � !� (SEE,' - I � I � �l -11, I za�a TION TO CLASS I J! 0=14 1 ON SHEETS (%E SCHEDUtfr i SCHEDULE , � , 1, I � SCHE0,140C *%r i ; ,., f . � I � 0i e PANEL LIPS I�Ubkt 0 OR PANEL MATE I lkk� SEPA94TON To i 0 't- Mtnt� " I , Mia 14.1 I W ON SHEET 3) -IT-1-1-111- I J0 ,�� I , 04 SKv 5) "I li V'*. ii�e � 1 o I AS, ll=_.,) ! -1 i i 14 mm � SIT ON SHEET 4) 1 INEC SCHEDULE ! I ON SMEEf , , I GLASS, 4 I I. 09 SHEET 3) . S�- i `----=:_-�1"7_11. , , : � , h r wK SCHEME ON SHEET 3) " I IL7 NO, L- 3)_ AV - _� 1-1 :_ � _4��_ __ . I �'l I I � -,,A7 � I Ava I UENGTII � I ,� 'I I__ -, 1 � "I Lawc, mm r-�n *L7 Lw. I 1, il __ (SEE SCHEDULE . , r I .__________,_,_,_ _7� �., - I " I (SEE SCHEDULE ON � , I ,� .. � , I, I 1 z�_�i � , � , LUS (SEE SCHEDULE ON 510717 11) - - A '46 PANEL LENGTH I . 1 1 =,* I � (SEE SCHCD LE , (=M=ar-n PANEL LENGTH P i6i, -10 10 - I,— -4 - - - I __ .. at�o I-- - (m NA iWill I , .S. I . I I - � SWEET *L" M ��_, V I �on �41 , , : I I I - PANEL 11 _� _- - ��, I L .1 ..m--. : I I i zin C_ ON SWEET 3) 1 SCHEDULE EIVSTIN� Z,XII, WOOD " ___ - '' _ ___l__l__ ]PANEL, LOON / "' It , UMH Cmul Y-in ON SWEET 3) 0- w` -,- � I - ,-----. _ . -1 - -- - -- I i =w_ll _. I LROM OdX7`-4rj GLASS __; TO GLASS. i I \) ----- --- I ($a SCHEDULE S - I A ,4 S'PARATION �3 ! "&I -1 ON SHEET 3) =� I ! __ ___., _ I - I PLATE REQUIRED I � i -11 ( To GLASS- L I m '�) ___ 1-- . 11 , , 1-1- 4I I—- . - - I � ON $NEU 3) =I-. _____ - ------I � I SEE SCHEDULE ' I t__ - _-A, 7: _,_ _ V�l __ ----T-'-1 I 11 - , - __ - 11 - I - r($O�rNF S`RwM7x3k)"-- : - - C1111 : DIRECT MOUNT W1 SPACER _ � � : IL, ___ -----.---,- - - ___ * i 509 1 1 1 ��_ - 2- w - - � --- : I __". - _"k __ - - - _� � I -----I- __ Al� . . . . . . = _4 --- i < I .1 ' I . I , I-- - . - ___L.__ � * : I - 01 I ., IT ON SHEET 3) OF 'T' or IL , � I ALTFRNAT]YE TV I � �`,�-��.-,'..-:V,,.:�.,�?m - �` - , - I I - - � I /a.. i �".115,5_ '- I - C, I OF ILI I ��:`,,Vll_,,`��_ i - I - � Mo. I MAX. , �� . MAX. .1 I I - I It I W% I i I : wl IT I ID _� I I I 0 12 1/2' O.C. � I SCALE 4 � - - 1141�� 1 �'llt� - I AT __ CU SEE TABLE #1 ON SHEET 113FOR MAX, PANEL LENGTHS A, OF 'V In (D I (� 1 1 1 , Y'll � � I 1 50% : "I . 7 � I jGN LOADS FOR THIS INSTALLATION. ! __ I- MAX. - � I 0 -6-itill , 'i 11 �% - -, I 14 1 , 1-11 `__� ;--,,, _ -= - 1 ; 11 I OF V ' � 4�1 I I 0 12 1/2- O,C. __, ____ - - 1, - I g SO _'111 � I VAX- A-SM BE __ , O.C. ' � 1 . - I - - - ____ . - --,-,-- - - - __ --- , ....... mm� I 1 40 � � 0 12 1/2 1 I I 0 . 'fla : I 0,61 - � ;; t : .11 I MAX I 1-i � - - . I � _ I t__ 11 - . I OF I ! � I I I I I I Eb I I -I 1 � �,� - =-- - I I l_U . . - I I . . I 1/2- a I I I ; . . 1, a 12 1/2' C.-- I . , , I � F _� -, - � I �� I I -_:Itu I., "I I . - . - 11 I ------ a ,/,v Ox 4 � 1� . - I "' " C -0 - 4 S��_�_ - __ __ "".z -, - _�� I : ( �'. .. 1� I - - � 11 F I ED - I ime RIAD GMT$ =3 � . � , , c- - �. � I - - I F, I I � I- 11 , L" CONCRET; ANCHORL, .; - " 0 - ,,.��,,,,,,',,',�, IT - ,4q,l. I I Ell 1, I � , r zI � I ; � ------- -.----L I I , . � : h �1, . �� , � . I , - 11 wow ANCHORS I � EDGE ,�- �, - - 0 "- ! � , , I � STAGGERED W/ STU !__ ... I L �� , ! � I I � I I - _____L_J - I 0 EQUIRED ., , SIAM m toy m I yr LOW W.. � I (ALT. CONDITION) t- "I ,;�� I 1� ,_I I � (SEE SCHEDULE ON I I I I I � � " Rm I ALL DESIGN LOADS AND PANEL 1�1 11 l____--- I—- . 4' -7-T-1 ,------ ------� ", f 1 SWEET I 1) - RED 0 " . �,,-f _9XISIM44 POURED CONC p ,j, , � � A 1 WOOD 2'i,4' Woo PLAn_ ' � - , , i � , , . OR Co � � Low WITH Ir-ol 1-1--.- 1, REQUIRED � N C� � C EXISTING POURED CONCRETE, " LENGTHS PER SHEET 3. L� I � I ft) SOULIAMIN Is LIMITED 10 A ONE sm Ekm G;x moul � 5 " wow � fi , MAX Auk "GOT, t��(*#"S Aj=FT ANY - 1 _,7, � CONCRETE ANCHGF� OUIREO, ETC 2*14* ,�, 1 ,� 1� � 'r 1; �( , --(�) I *I= ,� -,, '' �, ! 'I, bulasn' MmoMT 1 _-I--- I � , � I � . - '� � � I I ". �; I 11 � j", '. �Jl j; V " ,�,.r�,, ,,, , -I '�/'� REGIAM"E'r BL ... :' 09 CONCA: BLOCK --9,-" ; - wow ANCHORS - 1 . -1.11--1 I SCHEDULE ON - ANCHORS � =81 . EXISTING PO RE � .,� - , � - �' , �/,4.1 � (SEE SCHEDULE ON �11111'_l � =i=!_ I _� I ** um � u -4 i - (SEE SCHEME OR � . Q8-11'1�1- CONCRETE - -.--, mi -il I I I i i LL _� RONCRETE �;��l - - n, _M � SPACERS 0 6 1/4' C.C, MO FOR C � _�`,�'*� , I-,,,- OF WALL OR SLAB SHEETS 9 THROUGH 10) �",,��,,- CIC SHEETS 9 THROUGH to) t- 09 2 I/$- LONG MAX. ALUMINUJA �, t I S E IN ll� - , .'' , � WOOD ANCHORS I E I 4 SKV fl) 0- 11 L � I I i � 11 3 � , I I' MIN sa'Allo"O"TO am ____;__l__-_l___l__._ I I I I IS IS/7 RE _4��, 1; MAX. LDWo ALUMINUM SPACERS 0 PLATE RICOUIR0, I i ISIZETS'4EGIR ON 1 " � : . m .0 -�D.- --- -- ��' 1 1/2- 0 "I � i - - iwrem w/ STUD PLATE REQUIRED ______ . � E,rl=l.H I _____ I C. (SEE TABU 01 ON I r ' X4 WOOD 0) I , , , , 10, 01) ANCHORS Goa raw MA"M im =V96111101COD 00, SHEETS 9 & to') � I , 1 I � ON SHEET a AEG , � '. � �, � 1 , SEE SCHEME ON � I/ AS "" .11 ��' I - ___�_ � =I'VA I � � I " � I , ," 'M IWALA at /2' 04, $P*CW ALLOM ON I I . ( LONG, AS IM miRl "" ' J; 'f` i i'l " I � I I _1% I � L H SHEET I 1) " A Rg" INDIA P12M I 2* MjA-_ � r i j a) __ I � I � SWEET 41 �:, , - __ , I � I % i I I �, 0 A I 'r (I) MAAMLW AM MKIN POST CEILING 0 MOOR MQUINTING BUILD-9 � , � ,� , :, I - a ANY OASMW � M - MT �,OUNTING AIRECT MOM WAMERS (I OR I r � ,yj RAM44 Is .ft A5 �L . I (a) MAIL 2. cot PIANO, Later" is LWED To I* 0 U) I , � - - -11 � , � - _ _ - I i CM IS A ROFMOROM FROM UIR= PAIIEL MOM NWM ON I I [ No "WW smw PANEL. L040H IS I ; wffioir4 SHEV "), � CEWHR-Mfiff NUNTIK9 BUILD -OUT QUINT 0 m 3/8-1. ww ww i w WALL MOORM -D' MOUNT I wor_m OM I . IN � W� 1 (3) SUM. PAM twing"Im IS ONLY I ALTERNAVE (4)1 f/r UM SPACIN COMPONENT fM IWALL BE AS A L. IRS AN EX, n I G, - I ILL M9lJN!IIING i SCALE J/87-l' 3'a SPACER 1M... I .1. ALMEHADYLAW AM WOOD FIVAN WALL i I 'IWA I'M =20.01T 1. I ;x 'ouvm ey i SCALE 3/9 SCALE 5/8-i- m Al TERNAHVE I w � G-12" "Dim AND TIC 2m TN,I ram") or THEMUIR119 I ,""INUN01", L. . SCALE 3/8-1- I NF) MISINLMION MO MY FOR IMID 91AU)" CODE, ; I ZONES I, 2 . a PER Amm E . j Z �/1;11-11' "'4*0001110" I ,$0d;,*, I 000'AfbiO# , 4":. 1 ._% i i ,(i� p'. - � -I LIJ .,�, ',,.!� - . - 11Q N . Tkj' Y 4�--`vvmi�,-A,_ , , ... )? I �e�� I ____ - R, I � ?\ ' r .... 40,'-�� _.�� z . VI = - NOTE& ..., . . = ! NO. 44167 * z \�r 0'41�`_ E ''t".. , FLOW BUILDING CODE (Non High Volo!± N FOR COMBINATION Of _SECr-= .. = FLORIII A BUILDING CODE (Non High Velocity Mur can& Zone), 2 � r _.. \�, Nse" . FLORIDA BUILDING CODE (Non HIgh Volocity Hwu come zo,ne)f - _ Hur 'Cone Zone)l I = - - - . .. Z - 1. INSTALLATION ARE ONLY VALID FOR MO, A.S.O� 0mo tum INC. , INSTALLATION ARE ONLY VAUD FOR MAX. A_S,D =*� ., * j .2m T`UTm INC. F.Ii 9 .* o.44167 . :: `4iXIO MTECO. "Cl ", SECTIONS, I - NO, 4 24 GAGE GALVANIZED STEEL STORM PANEL I - TOP III, BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s_f) AND PANEL UENGIHS 31-0'. 24 GAGE GALVANIZED STEEL STORM PANEL < = *' 24 GAGE GALVANIZED STEEL STORM PA14EL DWAIN BY, 4 OF DESIGN PRESSURE RATING (ms.f) AND PANEL LENGTHS =*: I - DRA" W.. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 S -5) -� STATE OF .;,:t7 *'�t ORMWI INT I . - . - . * 1*1 z_ i * . I - .4- - � NXLM& NATION OF SECTIONS; li' I TOP & BOTTOM MGUNITNGS CAN BE AS PER SCHEDULES ON SWEET 3 (EXCEPT FOR - . " Tirg INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %�,Ov- . -1 S, 'S, 2-7 . Lm a/"/"" I -,o " - 0 Rqt �.l - 1-�,% STATEO��, GLOBAL PROTECTION PRODUCTS WL COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE 0 ;�_____� GLOBAL PROTECTION PRODUCTS, LLC. w'""'" " e. , -,. - * I - � R .m�_� / hLIECOssic. GLOBAL PROTECTION PRODUCTS. LLC- 't/m"Go __�> - (SEE SCHEDULE ON TOP & BOTTOM WUNTINGS CAN BE I T[ON. - om Ip W S.l� 61 STREET DENSITY OF 0.55 OR EQUAL. '1111� ,?6��L No a COWARY . - OWE It. 33314 , , �l - ,",I" * To, . An" DIANE, #1 Int. amr, MEMBERS TO BE SOUTHERN PINE NO 2, V SPECOPIC 'r r�� #120 Not SINCE: ED, - EDGE DISTANCE _ ei@�_�_�.. INSTALLA -vp -, 1. �� 11LIECO,... , ITUIT TIONTING 4 Ai - GGARANY 4M &I 6 STREET 0, TILUT ... � , 20-175 "llptININ . _.. - m - m 'a- , M. 20-175 , 40 -M7 - = W-pt'lim, r., m 'fw P"CW- G,54YOW-740, I%Xz (Wl)6mIIiT%7 20-175 �__O �i, I - ��"-� - I 01.1 "I-Ime. - PK Pnom: (N.MRS-Ims. TAXi JWA)UR-WW - mtil�'w I III. I im- , PHONE tI6.Xil-7545, FAX, (14,i)MMI COMBINED IN ANY WAY TO SUIT ANY r 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD ZI..I.- SHEETS 4) & 10) ,4', !��,zv ,, M.. INSTAU,ATION. lT;,IUl._I _�4w�l ..M. -wwww- T-.w T.I. I - Otim"Im ft. MEMBERS TO BE SOUTHM PINE No 2, W/ SPECIFIC �w� A,1= -.- - I < - I m .�l - - DRAwwo - - ORM010 IN,,� - NI M-00057's �"- * I DENSITY OF 0 55 OR EQUAL , I,,; =,wv4...AM. I CA III -.1 - I - 1 """""' I �iiR PX� SEA1,90MATIMEA)ATE - floattiRKAKNAruw1my WALnR � ILIA k., III -4, n:j!!M�j� 7:::1�7_ w= I, C, to ; =Tuff ykl_ . I 6 all, 18 __ I I _j __ __02WAl&AJLV__ - I I I ! . L I I I . I I SHEET NO. __ ___ - SH 1.3 k a — - FOR INSIALLA-TION IN POURED CONCRUE, CONCRETE, 6 CK OR WOQQ SIBUCT-Q - YAUD FOR REGULAR. LIFE S, - . _51,1_1!1Y__11__"__1jA'� �G*jj - - � ___ __.'�__j � I I , II I I I ' .1 J_ _L_ I'll 14.4 0 OR =m.f"s1m0.111_m 10 � 1'. r-Dor Sim 1-1-M, '�" - "- 1 ZX4, wow F"a _q ' I , .�4 ' 04 & (JO 1 Kqjw-v 6m-ys �_ - - " ' " AW.LF WIN I 14"4 . 1 3,4' �" �� " �" ,I " " � ", ' " " I I- —Z 7/2 . 1APOW 0 I� 0'Q � I,-,' 1. ' ' ' lo� M4 � I " �' =71 _� patJow I/-*�. I 3/4'TAPCON I 1. I I " EaLm MINO " �"', R � co"woo ANDRAR 9 IC od�_, ! I A/ I fl- '�� I �-1 I wg- Qw VRW 1- 11 OR(A /---% ' I-I " I I - . - I- \ Iwi';�� I I I t- - I 1, I I � j 1'11 �1114r W 1- -1 '�" ri-I., f 7 -_ I " �a I , _1i 11 � /-\.A�-'_ ,:-_ /f:,�' '\__/ 1 11111 I -, \ f* 12* " � � I '� .1, 055*70 tAmn,mit: I= wca" , , '7 410�111: "4 --I I , � e 1" m , . . �_ A 41- —11 '�111 _/ (7 e , VARIES - � - , 1f) � I Z' I - 5, MI. MIN, ANGLE OR I 111 'I , VIA I � I 1 I "N"' Im"I" 3=111201T= � , -_ --,\ -, 11 10 '4 -mw "4�h,l " I' \ 3, 11 I I t ,I , ETAL =11 =11iPM � 0�11114 f, - $T�v j ---\,," rV1 RVOLA" It, /'_ I I �j �11 I , - 1) "I Sm-us I � - 21 21/2 1 �� i - i - iW, At Agrl� ' I ' I � '\—/ '/' 11 ____ ___.�_1 11� GAI � Ile 4 -J, '-f. AV,. �111 1112 , 0-c- '0s_+ . OR a"'" $J.W */.W-"VT 0.1. m_ A401 I CASE A (PLM) !QA-$E 9 (PLAN) CASEJQ (ft"N SCALE 1/4'-I' Smr Ile�l. SCALE 1/4'-l- SCALE t/4'-I' '3�7 11 - 11 � "' swo-MIT 04 MK-* §��111 01 I - 0 ItUPIE ' a - 444 X", t-' -'--f-----(3f'a'0 �q OR = =-'--� 1-W "s-Zam AM' ��'Pmawa PLUS a \ I 111� � OR ItNe wow ! I sm OF 014I" I ON sp %\ - I I I APPLIKAMIr � ma, ,I) - = -, MVE ROXAREP ' � "N"' " �' � I r-e wom -"-':-E4 I, �k 't 0 1 � I III mwawwo "I I 1. i ON I �' � � � . I - "J�� _,`7 j �). "111 1, ,-' , �.. A A� I proum - _'� � 1�1 , "I'll �� I I "I 1 �� 11 I ". ,�, ��, I ,L "I �� I � , - , I I VARIES I 11`-_-(��) Jj) OR4 I) "\ , "'J-)Rm -,&= = V "I '�� '_�' / . I V UP, I I I vw I jw", cur cm PAAI� i x - ao'WANM ..7.1- - - —* I— -, � I 1 X, , '7 �!F 4 p I , � � '�(' — /I - � � I � I ,�� :r— i -1 � \ , - ---,--..d ------ �_j POINy, CASE G (PLAN) � " '_ (-I =__ 'k,"t '� \ '/ '�.v , I '\r"', __ A � TQ"s = 'e""��vk SCALE A/4--l- z"61111m. . .�. - 0� -, t '. I -1"-/' *1 0 11 01� 'WaP` I*%' P� " '4; . YO-1-0 FOR DIRECT MOUNT INSTALAATMN ON- & ' 'N"L'V�' . 11 .�. CLIn, PED PANEL iNSTAUATION AT WALLS W1 �' � I I � ' SURFACE tEVE1, YAMMON$ WITHIN 3/4- No, 44167 '. . 2 A" �. * FLORIDA BUILDING CODE (14on High VolmOty cone zone)j % - *' .1 , , , gME E (PLAN) QA9 F fKAN) 0), 5TATE OF I - &I= wm,w- 24 WE GAIVANIND STEEL S" PANEL FIV, . - SCALE 1/4,-I, SCAM 1/4�=I- �*."' f, .-'!'t�/ DIMON ft - 0810_ _ - 07mvp 0 " I ' GLOBAL PROTECTION PRODUM, LLC. ME. . � 'i, I ' - 48M SK $1 SOW — J�� 1 79 4'p-Ke" � oww n- =14 20-175 mow, v"060-r.", No. "yota-z"? 7 ___ __ - __ N�' t f *.i Ax scft,'%Q"VtIfE0Mm� !�Al A- . . I I I —_ I I cvAuD ONLY FOR PAt4EL&NsTALLAnDNS AS PER ALTERNATIVES 1W THRU 4W, ON $HEM 6 & 7) - - MAX, ASO - ____ ��W� JJAXIMUM ANC14M SPACM FOR ". - AS SHOWN ON S a A, I N _____ "'119"SE wxtmum DESIGN ' 4 1APCON LAG SV" PAMMMI PANELIAIA'M [ ____ - -1 WOOD "MIND PRESSURE RATING ALTERNI A, P,NY I N v (P-13 PEMUZ 9) P= 1'=1 ow — 17 Ir Ir Ir 1w p0p) .T — ,----13: — 113' ___ , F_ ;_17-- — IF-1 1 ___ - IF— If itDow 7 ---,i 1/2-1 —5 �I_F_ ---i —1/2- _61 /2' - __ 6 1/2- m (TOP) _:_' ",_ ___ 6 —1/4' 1iZ-1/2' - -" '/Ar 2�w . 51-0* _____'_'._ ___ a" _-- w _______ - I _'r6i��--- - I,- _ -30--Momm) On LESS __'_�__ _'_ _'_2!" a �------- '�---------tF----- --Jr ------ - j�:_._"___i4�__'____T__ _ - _1_______ lil- �.-Arilw- __' j 445 45 . ..... 13. IV 13' ___ IV �r - . w LESS ir - ir - _____S Ir —1s. I 11 7F --&- -- , i- iw'_,�� — I------ - -L---'-B-' - 13, 'r 13�-- - !7w (Im" --i-il-i - __s I_/2'. 6-1 tr - —6 4-/2-- ---,-,-- 5 1/2' 2w (TOP) 7- ___ __ . '__ C, Ile W—(Om-) --- w-tiA ��___ e __! _1/e - 0 1/2- ___2' —112' - a '/11. —,-.-- - __ !��) Tu 14'-C _-!4 __1/2' - 4 1/2' __ — . I/v ____ 1� __ r - 3w (0017010) _ to 1/2- __ S I/v ____ "� _____ i ___ 11 ___ 4w m ' I S' _'�F__'_ —13. _ __'__g�__i__ 1z �__ I;r R212-J) � ___ - -a -� Sd TAME #1 FOR, MAX XS�D, DESIGN LOADS & MAX PAN0_ LENGTHS WWN SPACER _ IS I USM, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 1 I/et TAK ANCW)4 0 I MAX. A,S�0, 11 I MWMUM AW44M SPACING FOR F-D, - AS SHOWN ON S14EEM -_ 4 & 7 APPL"I'LE MAXIMLIN DESKAN 1. ALTE"11- PANE_ TAPOON - 14 SCREW PANIELMATIE PANELMATE WODD RUSHING PRESSURE RATING ,=;k ,D,-, 'V (P-) FEMAtE ID PLUS OF INES ifl) ir Ir 13, Ir ----ii�- sw DO) — IV __ - 'Y - _ __ Ir It. - I W (GOT* __ 6 —1y 6 ;-/2"- -i7/-F- 6� —11;r iw- ,---!'—'/r - _'/2' 6 1/4�'_ —12 ITF 0 T74� - �E��' 5- _ _ -i:- I— __ I_/_2-_ '_ - a' __!I�___ -- __'___ '� vw =_1 09 LESS -, -i-ti. I __j 1 V � ----- �_ :: a" _____._:11____1 - 3w (WITIV) -- - . ---,:-I _'C__-'_r-1_ V% IV _W6jjjj-- J�r >+45, -451 __.::"';#-:--i'�'--- 'r I k__ - ik- - __'��_ _TF-, Wce�) TO +75. -76 ". Ir 13� - -_ __Ir�_ ____ fli�' - I __1 f I 060), 11-1 W -1.1 � — _�T_ ___�_r_____ - -TV —IF- — _iive '_ ___ 4 _(wTQwJ 6 1/2. _"'___ 6 w1r __' 6 01,_ 6 �/�:_ . 2* (TOP) - - - __ - 6 1/4'" 42 112' __f_IL2:__ r Ile W66F-.) xi'-e __ ____ 1ILZ !----�:--,--.-�llr--L!2��--,----.-- _ _!t_(19�1__ TO 7�-s* .�_ 5� 5 112* V a. - _" twrmm)� 5. --'_'______ - 'r __ 5 i/�F iw Iiii� _ +___�T_ t ir 13, 1Y - is' I 10* 4w (famot I I _Rii - I . SEE TABLE #1 FOR MIIIX� $LSID. DESIGN LOAM & MAX PANEL LENGTHS WHEN -SPOCER S USED, CORRESPONDING ONLY TO ALTERNAIE 2W ON SHEET 6 1 __ --- __ A �'� I I I I - - - I AW.M. - I �fm&'UXJ11;1111111*;I�� 1m1#m:&im wmx�� I lawmaymmigliwammom A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL 4M Q OR PANEL MATE PLUS 10 ANCHORS AXA-w�wt,4&I12- O.C, I R NA - a" 1-4—m— M , _ Ivio � 111MMOM u_u*t4u#;A111x*1m;u; . ; SWIft im� i Al I I -,*' _0 �__r__ 1-11,11- I—, i I =Msn I I f, I , - I v tm�' � I PA14EL Lt"Q'TH I �t.- ... - ' ism 0"Airm � I I ON fREET t2) � I I � f __ I ,�'f 0 1 1 1 1 _ 1 - __@ � 1 I 0 17 tyr m , I I I - - ,,-,x j a IMMLS _S5tSdFvAi_4_c if I" WHOM rot i V� froo 0004TOW � wm wow NOME WALOW, 0010" AID" SPACW NO "MUM ISIN NPAICE ARE ROUM ON THIS SCIAMULL FOR f�V� IM TRW IN== 0), SCHMAE RMICT ANCK" SPAW4 By MULTIPLYING SpAcm SAWN ON scKwar v THE FOULD" FACTom FOR INS Ope"WTION III w posamE, RON"t IWACING SITNOW UM WM SiMLL HOT of an THAN MNMAJ4 pmom NOW0 MR LAW ANOM I" Tiff $00VIAL _ - -, ANCIA" vft _Y�!N_� ... PAM "If �'/Ivll - . I __ ma" 4,0400 wAam W O" I 3 1 — "ImmumImuor I ±';' = " - , A —_ .N.. .-,;, _o" I OW.0 9.0 00 I 4 � w fiio�TiiE bivii* oew I FACM 1-11�_____ --A'! _ - _. __ �� 111--_��'11, -.---- 12��!L'___ __-__ r ___'___ ________'______�:.___ *J0 LIP _____ ____L_1y_ MIM9�v� Lim v MAY. PANEL LUWH "S"IsUrr 11 4 � —I I I .I 11111 '111 ''I -..n " _±ff1%MLM1#&4uW AND QQ81MAU"n ANQHQR SMING =HEIDULE Egg 11 11 . - - M PAN � ffZjNgAU"NS INTO CO&QRM (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER -SECTIONS I THPU' 6, ON SHEM 4 Ak 5) "I AS. I VOW" ANCHORS SPACNIP MR WIN CM PER SCHEDULE T�� BELOW - �_' #,PP TO= - - - MWI164w MAX, A,SD, MOWAUN ANM4= SPACING MR MIN CO. I PER S0HBKI1,r BELOW * -1-11 11-1 APIALWARLE MHvNV" DES"O PRESSURE TAP40m sGEO-SET FANELMNIT FEMALE � 10 PA`EUW`SE .-I UkAc-w" oll-1-11— G&K-IN " t" PANEIL qxm DES" I PRMLRC TAKID4 WILID-Sp PAMPLMAIE PAN HEM" to PLUS I - ZAV4-wam cALK-01 * 'w_ PANEL LENGTH RATING ('..'f') — OF THEM , (4) RATING ("..,,') '&" .%sz. v 00 I 70 zhom * 10 � �w coam . TO cm W ' -'n 3k .&. w '-&"P4� A. "jm 3& M&, & 10 m 9& to CDWK9= F. or THEM 13. Ir Ir I i" 'r le ir ir I 2n- . -_ Ir Ir - _51 iV _La�_13:_ 13, Ir TV 13, Ir Ir 11 1/2' I ITOPI - __ - " 13, _'�. IV I �_ Ir -I Ir ;r _ q� - ir 13 I- I- - 11 Ir - LIM-T-10m) Iz!F_ i-e—_ 13, ir ______ __ -;4:- -,3,- ii:__ --i;'S'�-- Ir --!-I:- IV _i3l_ ir --!-3:- --ia:- I. Ir Ir _L3L Ir IV -25L- _2�_ IV Ir 2 DOM To' 13' tr TV � 13, Ir Ir Ir _1V Ir IV it 1.4' 2 CUP) -��- -ilr — is, Ir I — — Ir 13, _ Ir -_ 13, __' I 1 13, i'_r/e:_:1_1'__`_ _'�F- -Tr_ -;F- -3-F- � —(wm;w) 1-3- IV ' __ _ 13' — Ir tr 13' 1 __ _. — --iL_ 4;- _i3'i- ._ir_ ___" i-1 — — Lf_w"w IF- —0. I - —Ir - -Ir __ I —v, - ly, - tr I 1. - 13* AIV TV I r 3 (mp') 51- 01 i_`!�_ IV TY Ir 13, ". 13" — - - ". 13, Ir — 131 11 1/2 3 , $ - r -":-- _- _'. L- =�Jr T2 -Irr -i-We T _1/r V;_t_;' ' , I" 2- T1 - _F_ TT/7 i-11-4- _F"i IIF 1-m—orrm) - T'W Go LESS - - . I!_ Ilr LI/ I�L4: !: tj 41 s- 0 JAIT r ____w_'_W_ 71/2- r_________:__T_(w"0m) 4 6 A 3 F-W _sz_a� OR LESS tr ____ ar r I ____ Ir Ir o ' r V - - IV ' � _____ Ar 13, __ r - ". __ - _'___ - - 11-1-11-- ti, , � 7 r " I't I - ____ __r -,-- - IF '. �� I ii� - __ 1/2-:5 M - ` �11_ _.'_J�. _'_�'_ -n-- _..:�__ _�� -, - - _� - 1-1 I-, , - _� I" _14 i e - ___ _'_ Ir TV "S 4 (WTfW __ (TOP) I i3r - .---- - --.-,-,- Ir 15* _1E_ - -T37- ly , __IE __Lv_' IV IV __'r - Ir __-s - -, _ "JF I 1; 3 - L .r_ -.- - 3 Ir tr — Ir Ir - - -5 W64i 1 __ "r � __i�:_'_iL� 3 - - � -,-,-!-- ii� TF Ir I _ __ __ _ir_ __!E _1�:_ _!��_ -LaL- _9�_ __ ---. - -_ _93�_ 11 Air S (WiTom ) - ' - -.- - _�F ir , 1-1 * I r 0111-1 W IV — _!�:_ IF _!__�_ _13: - 'r - IV , __ - ____ �t - - le I IV ____ Ir 4--'i!�� — ___ -_ —, I Ir I3' Ir Ir IV 1V IV -- --�- ir ir IV '�- _'_'_ T/- pw. Ir ri, r 0 - v- +_w'. - I/Wa =__.__.� .4" - Ile� Ile i� i Ile , I/e --- - - Is t/4 , As Ile tiaij, EOTt'"4 I __. �_ Y2� uz�! TIT/ - , ir 6 'Ir I 0OP! ' '_� ----TVP Lm _&v r 10 Ilr .6% -An .-,-,-.L-- 13" '� -;-F'---F--T3;- - 1$' IV rove — __L4L'.!_L/L - 11 TV 21/2 --7- —r - '�-vi=' S -1 TI-2 -'-i--y- —4- ,- I 190"I'MI AN-) Ir 17 11r, IV __jr_j73_ IV IY '�_ --Ls:- _Tr i7l/2- se III ir 1/2- 9 I (wrom) IV — - i-0-1 ' IC I ---,------- 7* 3: Ir Ir 7- 9 1/1 'r - Tw a 112 fo::,-h T-,(, ir ia�' —'r 6 1/2' 2 (BOTTOM) _I-ri 61 7 11K —�----�Lil-2,i!-!.P�-il�-.�-A-II(W) 11 Ir 1: II I* sm r a /2: 1-K 2 ( I F'. Ewrmw _j3 ,:_ i;- _M_ _L _ __ - -9 W --�F_'TT/-2 10 1/2----_ Ir ", 11'r O" -iti- I I I /1' -i - -2r-- -L - _20:_ __1!!_ 1w ly _jQ_:_ __L +__ __ To' "7 § _N - J-3:_ i-11-r ) TV -" — tr Ir - '�-'22 ii-�pg Ir 'i -w i-v-e �2 —1/v 6 Ile i_'�L - - -i -,/A-* i .Yj� -1 — L!��n_om) , �S.w To -ir- -,:--L - - -ly- 72 '/2117 _Jt_ _-2:_ '�:;� Ile 1 I/Av I!, yr L-L - '---I=- 12 yr '; 0 Ile a we 3 — — >s'-fr 10 . '_�:__ --.t- Et-i2��--F--iTli----W---i�-7'71-2�-3��'--�"t,-,i, _!�_ =_ _'_ __ ____ _ r — — � 4 _n?ft -I le-e I t/21 3- - r - ";' r v 1. IV S' ---------- _. W - ir e Air ,�� :7 - - �- 112 - 6 1/2- r GME __ —, � ? Ile - 4 OWTOM) 9,� r - r 0. - - - a- - — _'_ 5 Ilr - — 1/1� - -.--. — 4 wm% t _( " Ir - f a I1r _ 13, ___ — — — I ;1� - � ' O' I _ � '. +-,-�4�,�- ". V AV G. 13; I ;� 70� - _12�_ 11- i -E- 1 O' -1 -.-T- r - 1 O' To I I I r r- 1� , 5 i;"i_ " "�' "_ 5 "" __ ' � "' V -ii- i I . " �a-) '1� I IV " 8 ' e ". I` ' I [ �EIR M.P1§1 __ '�L� - � I -16 L__fli 3 I-V _73:_ 8 L/K I_r_'i_S If ��IV�1/2' 1 Ilr 9 " i1i 9 1/2- 11/2 IV I - !.I- 5 /2* 5 tOTOP) ='/�! �i_w I �� I , _ _ j =ve A e � a 1 e 9 1/4' 6 IV - _ - - f]'Lls"71i i. i7e c wm-) ) I sm'La a .1 I off *to It FoR Amawft 1mr a smom NIP INMUMOK wto wow vRMA auxu"I'S, � I WAMN P"*L A", DEM WAD Loam A, MINIMUM AM�.** SMOM A016 UNI WOE MPIKE ME INA'A0 ON I" SCHCI)t" MR E,0 I Lm Tws 410CATO ON bFIEWIL RMWE 4"Ct" smoRIG of "v^w4 SWING vow 01 Q PSI, OR LESS S'-w $01ra" py ne M1.001m; mmm FOR T" 4�01DATIPN IQ w pmmz ?"Atm SAMMha OrNME) t04 POIAL SAALL W BE LESS THI MINIMUM SPACW 000150 f0P E40P N40"M Tyft I TIO %1"FOULE � :P 40 PSP TO 60 PSF 6 -2* ANDIAOR TYPE 1 --I - .- I 11 _tak - I M5t_ _" 1l!:.__ Ajffw_ 1 I > 50 PSF TO 60 PSF S'-10' "Pco" It ;ow:iuw wlx-w . A , 1_ A I V17 ; 7�- -uiz� —ma,mim%� OZ) _!'_ — _;'_ �_ - A MO. PANEL 104THS ARE 0% VALID FOR INSTALLATIONS SOLID SET MOMS SPACER AT 12 1/2 - O.0 wmwmsw " " I 'Ir I __ , — ___ � �h W1 ,� =—a, __2 -i - '/':_ - ,:! 06VAItapi - �4 ' - � , "" . 3 1/1 ",! —Iff _* :: Acmrv& FACMR !m� i"00"tt I . --i __ - - - - - -- --- -_ __�;_' iac_ �' , , �' �' FLORIDA BUILDING CODE (*Aon High Velocity Hu ounp Zons) - 1______'uf_r -------- I 'Ir 11--1-- I v ______ - 11 __ .1 - - ':__"-_-= '=t __ I - ' "I __ _� w __ - I= '�'_ __i�o___ S f 0,44161 ` I tf _'__ " I - - It"" 141m m flfl� 24 GAWE GALVANIZED STEEL SIM PANEL ~ III, ___.- - '_ �� --- " * I — �.i�_'_'___i_A�_ -------,-- - i-b-i"', ,Bi " s * - * -*# ' \ L=i� - ---- - 11- 11-1 11 . .1 ... V_"�_* "I FEF:__�� / 11LIEC 0 ouc \ GLOBAL PROTECTION P-MUMA, Uc, `"":r'_ , I � SPACINGS ONLY Y" WHIN SLPM 15 L JSE_D._SQ17iA4i ii FOR w, A,&6. L2a(Gll LOADS & IWI PYINEL WHEN SPACER (5 * LJSFD� I I 3_0 * Z%M"40 Y 110.1"W1=1 � w-tZA gt�MO# - -'s-.5-'e�' I R!w�":'� -,/-, �' . ..Zrg. A40W_ (OIPNXIMT-1040� 0� (IIHM)AM-1010 20-175 _ � � N I- I ow=' V0� &k�owp'q 11 � 1-1-1 — I- - --- 4FAY-4 ft I A ___ I WALnft * IiUM kt PAL I -_ * _ i �' OML&# 7 � .ZjZj:::!�� j == iii L - I 7 __ ---"--, ------- --"---",-,-, "AK"on(sFrtc"DNS&4TI"TMON$$IEM 13, 44� I5&If)_______1 1____________ -, i r � I 1 3, vm, R-IA113, R-2A/13, R-3A/14, R-10/M 11120/t3,'R-38/14� r MAX, D.Wq')� v -1 ' , K'. R-IAW/16, R-20/45. 43AW/16� � R-18W/M R-20W/1,5.9-11OW/16. I' WK. I - r__ �' _ - I I — I � 7_1 _77- I ____ _____________1___-______1__ I _ __1 --"-, __'__'__________ ____ _ _. A I , t - ----_.._L.L_ I L 4) or (�) 0 1� � I 0 0 0 0 0 � I � , 0 , _� � - ------- ------ _1 �__ __________'___.'____ _.__________vI - � - I I � � , I '_'__ ___� I'� --- r----,-----'---' - - --I-.-, ''___ ; � , � I __ -T- -T-- - T ? � I I, T ---i I I u, I I � - I I ' FT I ; I 11 � T 11 I i k i I I I I" I 1 � � i A '' i % il I I " � I , I � � �� I '' � c i '] I � L i I I j i. � i � I l!� I 't 'll-I __;___�r__��l � 11 1. � 11 . i 11 � � � z I I �'L' i i � � � ! I ' "*0-20.1*'�m BOLTS W'0. I � 11 � i ! � %! I � � � � �"' � � , y LISFMR��LEHGTH -"Q ; � ; 5,11 ; I � I . . I I ". . � I � I i ' � � � PAWL LENG*T � I I ", I I I � . . I � '�'t, ! � I � 1 ; /-,J( I � � � � I � � i � I . � , . i � � � ULA"A 1. PANEI- � � REGULAR ,"STPRIM �LEL � � I I W � I ', �REG 1 ' I '\i � , 1 1 , � i -r 0 +40,0. -40O I 11' 7 1 1 � I � � � � � i i � , � "�' r' - (WI q& I � : i I",, � � I � � � I -RIAP MID PANEL LENGTH NOUIJ , � � � F __ ___ _____'_'_'___ - _ 4 I ; I � I I I / ___ -"- --� - - - '� � � _i� , ! I , ov'�;' .. -, - ij, - i 1, � I(" � . 11 � � I -------------- 7-w Am, +mc, -st.0 Pxf I � I ; i 1 1 LIFE P'NIE'� i , �" � . I . L � . � i I � I _i � ? I L � '_ , - " , (WIO MbA- MID PARM LENORA BOLO ; � ! - 1 ! � � � � � 1 � -!-----I : � , C, � � I , � � I "'''',__ :_ 1-1 '�' � I— �. � I I 1.1� - I _ I I . , '-�� ,,, '� '. � � � I I - I � , I , , I I � I T.'' - , ,��. I - ' " '� I � -, - __ ��'�'__ _� '., �� "�Y/ , , ! , ; � F � � � I � � , ; � I � ' � I A '. : 14E 2'-Ir IINX P94W ammm 1"' "" I , "i _' _1 �_ �___. " I � � . � " " A 2 __ ' - - ' ' , �' � 7 i � � � '_ "' I . 1- ., , , "], -- - � � ! � � � I , � 1/4"o 20.1, 1" ' I I, " , ,A - -_-'� - -'�' - - - -" -� � - - - ", [ ___14p . At At MOONTINOS ; 110- �0',� - � - I � , � � � i � I � , L, � � � � SS� ��TS 1 i � -_ I " AT EA, p � . � ! � , i I 'g, 1 1 1 � I 5, I I i " : � I , � � z � �0 ; ; � i � '' , � i � , � � I , � , ,� - , , , � L _.� �_ L- - . - - _ I -- - ---- I.- ' I " - _ __ . �� ___.__'"_____ � IL �. 1_1 . I - _'___''-___ -- - - ----- ' , , - " ' . I____ I . z 11 . __1_ 11 - �_._ _1111-111.1-71 - �-.-----�1--�.."�l-.,��''ill�-,---,-"��---, �-T"�t ' - � � t_=_:_'_' -.' �' � I t " - _" '____' - - . ....... 7, I L/2 I , 11.1 il 7 , 11.1 il I , 11.1 �' I " I , i I I ' , , , , � ' i � I I � I I � � � , � ,'I � � 11 7 " I i ' � , � : I � i � , I � I I � � I ! : � . ; % �_ i � � I I : � A 4'1'161'� , 11 1-11.- I I ; ' -_ - -_ � I I � � � � I I I _ I I � I - I I � � I � , , , , i I � �� i , , � I I � I � - ` L 1_1_____' I �' , -, - - _1 - - , - , � _'_..� ,� 11- 11, , ___ __' I � � � V� - I I I I '. - L _7' �__----"-'7_.' 1.11 -T FF___'__._" _.' _ ------- _ I I _____'___C__ _f I � , , , - � �_' _____� -------- 1_; 1 �' � t_11--li", ___ 7 � ?z � � � � j'- � , . , I � � I _f___ __ - I ; � __ ____ __ � " I � , - --i T I— r � � � 1 � � F i : � W NOI�CHEN' Al Sfw--- - T -,-- - �� ! I i I I ; ) � 1, � � � ,L)' !"I ATMN 0 LIFE SAFM'_-`Alit'� i � :� . i I , I � I � I ! , � 4 ' i � � PANEL BOTTOM,, CORNERS � ' 0 1 � i I i i I � � I w I - I I I I I ; 7 1 i ", D.M.14')� _ �� i __ - , � , ' _f__'._ - - __ ... � - -J..- ___ _ __ ------ i " - j "+ I _0Vm A— I 1__w=T.________ _ - 0 — � =� — �__WNIG NUT AT L_ I - ',� . MNG NUT Al� � MEma R*HT �AKL r !NLY VAUD FOR WIND �Y - w LEFT'PAN0C_'__ MA)Q _� �--Nll � ION. R� P-2A/13, R-WI4, R-10/1,5. R-28/M R-39/14. I' MPO I 3 � � h _j�AIWI/75' R-2AW/15, R-uw Is I � 15, 0-3010/1411L t i 1101.1 L6, o ;____________'__'__' _"_'__-ANC4OR% (SEE, SWTIONS Ak ALIVINAT001:5 i* fINCEIS 13,14, I$ 0,10- -- 11--l-1-- .. 11 - 11 '- -, I/4' MAY_ GAP -11 - , LIEE SAPETY STORM PANEL (I j ELEVATION (t) .t �� SCALE 1/4,-I, ('01 REGULAR 2�610� 4-01 REGULAR i 1 � - 11 - I I STORM PANEL (SIM onw*� -I _�M_a wu-lv) '1�1 SIM PANEL _'� - � . 'Otw*n, " � 11 ; , - 1, ___ "__'__'_.= '410.'��___�:;�__';;�; �;:� � I , , ----- -� - , ___v ------ ; 11 , , N2'ot �; " - - ' ' ;12v_5'__1v ' i , ft 't, , �� 71*11-k 'II, . � �" Z I I � ,,, � . 11 I/ C' Vll� \ " �� - 4 * . /* �': 'I I- / Ile 11�/ ; , . S , r ' " �� . . - �� 1, p � �pll , 14 *- , 47 , I / , I , 7 \ , i:" , 1 '!_______' �=__�_�____ ��-��-�-N-----��-==ff------��.:��—_�-Al�—��--%. _'A ---," t_-4-- I �-1-�r�-,�—�-_-_,�-.�'-��--_�-�----=—,=---,,� 2(_ � --t � I - - '� m *: 46 " S �' LIFE * SAFETY PANEL I ATA. __ J * 12 FLORIDA BUILDING CODE Lman bh V012!1 , .!X Hu_dcafto zomo)l - ��'. * ,am *xm w 24 CAGE GALVANCZED STEEL SHNW PAWL "� Mum '�'..!IoN �.--' _____ V40 W, ... — - - '�' cts, Lm Wym�" I /11 LTE C 0 - .-.\ GLOBAL PROTECTION PRODU bm, 46M US, 14 STRITT 'OrX44�'o 'fkalv_* UMIE FL =4 -175 SCALE qe�ll � - ffo'XISI OX. NIMIM Am- 4w'� _oHI 20 � - m�.I � I"I-I .�_ I.*, � rz sbN/oPwn.VDKx "M"!.'� PX, I i - 4�1. WMA-k " I __!!�� L ____ I= Ui� A 401! I . _1_1 �-. ___+_ AIM 1z w it IN51ALLAIIQ DETAILS FOR LIFE SAFETY PANEL Cj) —1 _ INTO WOOD SIRUDIWIM � �� I -117 ? � 11 ,"�_ 11 � I _=_' � � ' -, -1 - -1-v - _"' 7_1 - - ` "' I I , =,7', --� I' �' � I L I �' �L�� . - -, L-4, I I j � " , , ��— �'_T! , � � I t , , 1 7 � � I . I'll Iff 1 111� 717 , , :1 P" - i " -� �� - - �-----777 t I 1, li, ", ' - I WOOD MEADER "I - '-': �11 Fit ", ! . ,2' -rt.&r " 11� � _�� v"'a'-VETt ,,, """' _-,':___' , __ " ,I �� " " _-�f - - v*09- '<f" - - w 1, 1, ��- '1' 4 I _'� . _ I ED I I , , ", I , �" " I W I I - '� xwm - - - i" 'I -�' - I � % - , 11 I , , ��e 4 '�' " , � - �,! � �-_ - '� 0 " --' __I"�2�. 41 .0 T~ "�" " t, __ �'� I - - i " . , A � 1, ';� I y H I -1, , T % __ - 1 J�" 11 1 "I - e'4 1 1 1, 477 O'c. '��' '� , Ole- ,", -1 . %'� � -.I- � - - �' - 11� I i �� 1 , i4 4, 0 1 � ��' i �'� - L IM, �j �, "S' �J"' . "I i I � I � , � � .11 � 11 �r I At! "� "'I- TT7 .,�� , 1 '3 ` '= - &' I �, =TD, " . I J, I OR 0 Ir Ox- 11�1 � \ ! I��' " . � - ' "I ' ' I � I,- I - ,� � I � � I � � �' 4 ill - \ 11 I �' ' ' 11 3 - t '� i I \ � 11 ' I . . , I 1-11 11 11 20 '� -14 1 , , _� - I I " - j'� ,,, , , � "[ tj� � � I I I .' I --",,A:j � , ��_ I i �� "�" ' !�'It � 7 - 20 1, � ' ` 1 1 �d _j � w4Ag6 " � I _.� - � I, -0 mosk td " �-j , � " "', 1",-,e ,' - A 11 I �P' I �' , " T" )'t -, I '-' �� 1 ill , 1/4� " '' . � % Al , , mvwI d. -,a w4A 4 _4� � �� ; '4=060 ' '/'. I 11/4- , , ) �11 1� �e � .- - _- j�_111 ` , �, "Ill, �' '� . 1, _" ____ � - '� , I Al/4' I 11 1 _�4�__.__ , _ " � , � 4 � 'I I I � , i . � - --- -I " � , � I , , . " 1� �� 11 � f il 4 , - , " 2- � & � q - I , , T fi F I % A, , � �' , I � I I � " �� , , , I I � � � ' I , � I - � , ; , . , - , L ,� Mv" � ,,I 11 ", �� Nr -; V , " , " j, I , ''I � I � I i j "I A 1V , " �2 , � " i � 11, � , I � I " i : ' � � � HI - i � I I— �, I i " �� — �, I f 1� ' � 1� � I I _ ' - ' I ", I � I : .1.1.1 I I , , I i 4 — �_ '� - "� �� ' 1, - I It i � 1 1 t I 10 I ,(D 11 ul �J; -i �_` 1 -01 � It I I 9 - - - �Za= wo 1A 9 -o-^ - � ;j � , I I - , ". 111T , _* i '-',_�"'A' �_ � �' '' _- di� I '/4 , , . __11 %4=11 ____ 'w� Al, 11 iw� j '�_k ! _ _t -_ _1 I F " � ' , ... I -I' ..�q '�� IL S., A ' I � It "_ �' � � 11 f , 1 "E'"14-1- .-1- - �� - - M.FW I A" - __''_ ____ � '� I " �'_-, WA 'Aof, ! , ! '�' III i Extsim-C' . i I -4 - I � I I - __ � w _______-_'__ '�� I iilp - - -1 __ __ - ' ___ - -1 .:& 1% �/ -"-. - '_ IF I I UNM ma 1-0 � =111i '�* I'll .-I-1- , I aAn I ,r�. " . I I v Ma, ! 9 $ ! .1.7 N�X. If 1 A'__'____4_&'__ - I I '� PAN11 LMIN 9 'I 111 I � L �_ ' . . . . . . . .. -1- 1 ___ , 11 - L-1-- � f- --- ----I v � - "�z '� PANEL UN i! I . v mqg� ) 1 (Sm EVEMAMON' It "I- "n" 0 i (m CLEW" 11 � PANEL LENOTH � �__ I � PANEL LENM I i ON sAiCET 12) � ON SHEET 11) = _"' - - =' I(SEE 9LMIMN I F --,r---,- -,-"- _" I ��_""'_ =-i-_11 4 ism 9110MR00 a 1 13 ON SHEET 12) i # . $1 9 __ __ -_ -1 � I t - ( I � j) � ON SHEET 12) a � I Al 4� 1 _____.1__T11_ ) I' W., I I . I I 0 f P�� -_ - - I it � , N_ SeARXT0A,-'-- i - � I I I jr- -11 _4�_ � � _ ___ _T � I � 4_1_ �� i I , It I - *m I - I " " i 11 _0 �' i #-SEPARArA4--- I . TO GLASS, , � _'_' If I 1��_ AH;6_ - I T � -0s i I 0 I'm., � 13 9 , � I I It TO OLASS, � � a � I _1__. I I I � MASS, � . #_$ � " I I � a "I [ � ' n r- 1 5- � 11 I It , " 17 -, 30 i� I I * I I � i I I L�p' I 4 � � ' , , I L= 7 � , � j- AV L ' L'�' � ,It- I i , I , � I Iq 7 , A, � __ "I., 21o' A A � � I I 1, I '1�11� �' = I � A � Z"',-, -" v t, �: �t k__ 1__1L_11_ ' �� 11 ! � r� � �'�; ___'_' i,olt � � � t- I 11 , ' k " 1� , 1--__ _ " '-L. --I &T jr �' . . ,If � I ; _J ' - "_ 1 1 ' I , J __-1- 1- � T-1, �� - t - , CL] '�"4::� - - ' ' � - I � , ) - � -, � � wu ei - -, z __ i , , - T ,------ -, , - pyr, 0 t , ,z' " , I I R., "�W� I 1, _4 I , I-, I � � " �� N ! r."� � ; � r� � � _'( 2 - �1_1 - -- � I - "I 1� 7 ", I '�) '�'; "_ - � 1 � � , L � I , 3 t: . -6 I-Apm I k ,,, �!� W! I'wo TAPCON -Ij�� ", � ,I , "W"I � � � � i?. t 0� -'� � iN - , , � " �; � I " 7 -- RIMMED - '�' N '� � 1 � '; WOOD I I i IJ4 �'-" � k " I � � �Q,4 ��.!'! `� � �i �! i � � - 40HOR * 91 mc �' ��" , 1- , i . ' *cgop 0 sr O�C� - �'! 1, i � � Ole I _J=,T`.p1�DM .C. '�' � ! I I 1-i � 1 � � " � i i � I' � 4� " I - W/ swb ,,, &?Aamm W/ In t f - ; � � I" � 1, I i 11 i ! I " � � � ['�� '�' � � , I, ,,- -STAGGERED �, LID REOUIRCD 1 t I I � " � � �, � � I ' WOOD I , � 21NA, wow I" � �� I , k - "I - - A -- - ___1 q �'� 1-1 , , ,. !d - I - I - f L'' , , � - AA I � TE J - , , , 1 � � ; " �j 1 . __ - _-, - *IA"ETA .- __ - REOLPREP , � V, 1- _� , � i , V I i� I ' ' " I _ L11;_ - I- i6 I 11 "I'll 11 0-1 "I I 6�wm R-M Ile W's AM j A a, Ll_� 0�� , 14 � """ Mol"oAtI .. ... - ��N. '.�'. ...�� , ' �*__ t FLORIDA BUILDING CODE (man High voloway Hu arm Zone) ____ ______ - 11 "I --- __ - 11 --- III= .' , IT; ylp� Am" Sim mc. 24 GAGE GALYAMLLD STEEL STORM PANEL , . 1 � INSTALLATION ARE ONLY VALID FOR A,S,D, DESIGN ;� - � - . I DRAW W, PRESSURE RATINGS (p.f,f) AND PANEL LENGTHS AS '$ *. * " ,*= - __________._______ I—— * - �'__'� I % '_ I o' mom PRMCTM PRODUCTS, Lm I PER EIVATON ON SHEET 1Z �TATE QK='. T - : � � s� -:�!% 6 -4 f- - * 2- FOR NEW WOW tPAME CONSTRUCTIOk WOOD -.:. Alow 4,w. 51 07101 ___n_ . "'N", P_ val" MEMBERS, TO BE SOLITMERN PINE No 2, W/ SPECIFIC I& '.'ronlov�-� ,,I P.ow- "N�75461 F�l 0500"-s", 20-t75 DENSITY OF O,SS, OR 0GUAL. . ....... &!�� C4- 19 . Pumoo -k ' ,40 pOk--A- 1 "m 14 "It .ZMA- _.V6 P`,- P*! !n=r1= - - '__ � m - ____ - --- 1 sm Sim I I r" mc"'m rm a SPAC1,14 MR mvuAtl" wa wm vwx wum , 4w" MOM SPRAWS " mm%w m DWWM AK w"Tal 0. lot MOULAL gm co, un T" INW�Alm 00 W§AU Rmum ANC"M W%Ma ft %PA04 Shl" 4N UtUr�= SCAWLE of THE 4woom I'AcTow M IA`A*, wwm Tb NUXM ISPWIMI WW" USNO FAMOR SIMI, WT SE U35 1�" WHWV 51404 DOOM PON CAC" AWARIN TYPt ON PAM scmum I 11-111-1 — - Ile. ANCM TWE . 12�4�t__ 714ft� uio� It" -0 AICHOR SPACM 0�) - �' 4 1 � 3 z t/r 21/9 — womumtba 01) �'- 4 io- _ r __ 1� 3, _� i __� MI'mcgoAl 2,00I --i-- 1 wr , � Ve In 31111rl- . A��l - - __! --- . - I - I I - I 1__'-'_"2_W�___""__ _414-, --i-in � 7�'-_'__"_.-�___::4__ - ____ __'_j__:__'___.::_ ______!'!_/_v�____ y 40 _t__ __ _ - _____'_____ 4, � r_e __�________1_ , — I scr _ - - 4100�� iAACINGS ONVY WJO WHE14 is USED, VE v'r I DOM LOADS & MAX PANaWN't'.11's 1 I _ I THRU 6, ON sHmm A,, & 5) I ------------ -.-- --- mkvmum ANCHORS SPA"G; I'm MR ED. PER SONEO" mow APP to - 11 TAPOON swo-sa I PANELMATE PAHEI � 2AMAC-941LIN PEMItLE ID - CALK -IN LY 1! to m = -"I,-- ='o w To , , " Comm , wommh&Ix To 4 h&,c - __ - - , .1y to 1/2 � r f 1/2 7 I 14 I ' ' I,IJ14 112V Lin!=)_ _tr _j:_ _131_ t;I, $ T/r Ir W -;3;�- —F '-i3770-`i/r-5;4i7r _131_ __L_ - Ir v All ;� to, 7 'Ir H"i '� , I (amom) —vop) & I— tr 7 1/2- a Ip- _ " " Ak i / � ---,- ---i- Ir r t3 17 - - Ir vp IV 9 1/2, AD t/2 1 7 'Ir , I I ammm) 'r _'_-_T3_7_ IV tir r 77 - — 9 vr IV 1/2 , A. p _ _ — I . , �' 3 cmp) � _= ____ — LZ 1?2: L2 Ijr —, 6 Ile - IX - 11_ Lllr 2111- , - 11-1-- - 6 1�4'J�111_C 3 190TIVIM) 1. r I, 5 1/2- 7* 3 Il r e 4 TIr r 111/2' 1* tf_w) - - '__ - - -,-:,-,- -I---- ,--r:y -, '_ -, - 5 Ile -- �.- _i�:_ _�r - -, k_. - Iff-Y- 4 (0011014) - . '_ ___ ' ti_�_�_'_ "-�"--�"-"�i--'-,,O"--�-i,;",--�l.//,-�t-T."�=,i"-�,-,--� 4�;�_ I � i7iz"7 __ __ - 'Ir - @I, yr 10 i/r ,i-,-rr ' I Y s/2- 7 11-r _ 7 112- i-II/K I I V A, !I m -73";- 5 (swom) I _� - v --- 13,44 14", a ow, _�_i�-__�_�" - _J'K _�_W _i_v?e" 0 Ile - '�.107 - 0 _- I I 7jil'ri ir 6 - I tr � Ir 4_1�n i I jl:- _�_ Lor L/�: - - �' '� F 'r ,,, '. 37, , III, 7 1/2' 1? I = �inw -Ir- _'Ir I�- — 13, — - 6 vr Ir is 1/2. 7 I/Ir. b 1/2 ,n:_ Ir � wr !-(!t) _tr __.�:_: ln/r ,,, r Iz, IV __�F_ _r -, —ur - _w_'__jF_ __13�_ Ir 9 t/v Ir 1 9 I/V $0 112- -9 i Tli'� -1-1 I I 13. 6172. 2 M) — -Lao-ITLI _ ilr�ilpi I , 13* 9 'Ir 10 T L, -0M/;7-rI '; __ _�!_/n r It" 3 DOP) J — -si, - - ri — - 4- iF-21 " - - - - ��_w —r3 - _ I - a 1/0 1 (a0pao — r---Fi�-�='12-- $* , e yr 2 I/ A POP) -e- -=, i::'y - ---: - _� vf. --jw- - —w _i�_ - - _V�12 71 - 4 ( 'I_ ir , 6 i"r 13, ir "f'� , - � tr . 13, IF TV '; rT ��" 5 anp) Ar — ,,,, 'r t--,- -�-='- t—, I - -7i_? V_i Wr i-6-1 W� 3 I Ir � IV I a 5 � 17 I)IZF15 t1rislY - 4 1/2, POP) _= L-151h:11:11JI L�. -1131" 2II-11i/I.,_ �� jej- (00177�*'j MAXIMUM PANEL LENGTH IV %I,; 9 =411 a � � .'� AISID. DES" LOIND wl"wwr'�L 40 PSr OR LESS "-a. I ___ ----------,----- > 40 PSF ID 50 PSV 6'-2" — LL!mpsi, TO 60 PSF 51-11. I ------------- 6 MAX PANEL LENGTHS ARE ON9 VAUD FOR INSTALLATIONS NOONAN, ,,� , ik W/ SOUD SET ANCHiIRS & W1 SPACER AT 12 1/2' OX� ��jF/ _... , - % "si'.-'� , -_ 11 MR40A BUILDING CODE (won Hulgh valo"cify Bur cone Zoo 44167 *1 1 .a.10 "3m gw_ E4 GAGE GAILVANEDED MR STORM PANEL r�pl DR100 q * **1 � - __ ___ 11 I -11 - � - 1. -1 I - -7 TE -I--- , '11M �r cTION Pmum, Lm �� - EZ;'-..:- CLOW PROTE 11110"'2111 'v4nt2 Ap �.... 14V��Ze) = —.E zk 0=5N.-I M41-MILIAXIT" M — "-175 I 1 I - A� V..*- .1 P000I Om'mw -r."*, FA. (WAwo-"I, 4 ft — F___ fflg_AUAUQ&_D�� 1�� I INTO POURED CONCRETE OR CONCRETE RLQ�K 5TRUCLUM 1/4-0 Tw.DN _ ___ ,,--,- 1,11 TA"_6:f.__� --- W&1111 =T"D , _, --,--- __ , PO =TA:FT , t=r ,/, `1%.E. ' -W."I" ANCHOR 0 ir =. 11 � AN,IR m v CONCREM BLOCK, V, CONCRETE BLOCK A' . . .11 I Cr � I I . CONCRETE SOCK AN= 0 09 Z -010-1-1- BLOCK ' REQUIRED, mulm. 11 REWIRED. REaum. � ___0 - 2 02 , 2 _0 I �' �-- 20 F i , , I I J � 1 4, F_ Ilr 11 tle , T-111-- ,-I I ' � , - � I � I 11 - I . I—- - , Ile - I � I ,I I I � I �� __17t � i I 14-w-'1_1 _1 __._- t � § � E.61-* � I T Lal. ) i I I � � � ( 2 011, N t - i " I � � I � X "I ; I I � i I i i m , `-, a ,4" - o'," -, " 1114 � � I I ; I I - � ' I �D ; 0 I I 11 , ,' C, 1 i I I - 'C')' I � 0 i I I � A I I I � 11-501PARkm I � I 1-W, i 9*WRW_g 110 GLASS I _4 '� - AN w"s !�� -1, -, --'! ';E -1 us's*9 , 9 -_ _,�__ ,I _ . 1.0 W, "-"' L ... ...... 7. , -.1 ATE&, � __'��_"_'Ixll I _1 __ I I— I - I I � - - ' ` � , 9 �� --I----"-"-- ; i � I I I 'Yt'*_a0.I' ; Ems iN.41 ---I � � -"'- '5� %O -, I_ .�. z__ V" '4 �j�_ 111A.ft 411 . 1 1,041"IMP n � 1 � f #.-.,;.Iu I . EX1STt&p w"S J__ 41 I _ I '**-i .-- TO GLA�zs' , -11"-.-.p � �;4 _-, 4 " - I ' I � 0 � 4 I tong. -0 7, -'r 't : I I I - .-A - ' - -- I - - i I : 11 , � A, � � � - ",--" I a I � - 11 It 0 7 � 1 �� "I - I -1- � I i %. M� 9 v MAx, i " " ot -1r, ii: t "I - - I- - lit A" JIMA, I 4 : I v lm� � .1. ___' _-4. F'___"'__ - I I � PANEL UMM 1� FANE-L i0NOT4 _____ I.- I t- I " � ____ I - 11 , I (SEE um1w I: 11_'�A '__ ON SHEET 12) 6 i - 1— � CSICE ELDAIJON I A k " 11__ 1-111-1- 1. � ON $HIM 123 11 T' MI., � 11 '-"j, Ir PANEL LOWH ,' PAM LOAKIN-1 A'- ��----, - � Ism v'mTmN it ! (SEE Ir CIN SHEET 121), i� 1 21 . . I ON S=lm I - . _111-11 1-1 - 11-1 I t_�;"-' T 1 ,' � 1 9 I � � � I it I z it I � � 11 TO OLAS-155 4 I , I � � � � P�=____ I I 1111 � I'll _ 3 i � i i I I ; " i liD am� 0 i ; , 1 t i _0 , i �'__ " ___ � - , � � Wl.--- - -----. .% � i ; "'Y � I ,I I I I ; i L12 i 4 1 i I � � I I � I i � I I � , " 60, " - " I'll, �11W� � m � L'� � ; - __" -_ 3 I r 0 � � I � I , x I V I i t t . i . E-O" �6' . 1 , I M - "?, '� , i c 1 -1-0) � � ' _cD i � I ED.- J.'e, i : t 3 - � i . I'll t�' I _'. � i - __ 114� i ( � , E.DA "_ � � t � � " ' i i 6, 1 1 � t � � ! I- i �_ I � I � � - I gg ' � I - � I , � 1 � � � I I - I I 'Al 11 � � I �"601'1 � ,,, i � ��' on Air �� I I 012I17wi I � � 11-11 at � I � I I � I I I_ � to r L 1, �I _ 1-1- I-11 _ _j �, ; I � , I __1_111_"'__"� cc I' , , t - Ate: - I a , .___LJ' I , 1___L__1_11____'_i_'___j .. , 1 1 to, � �' I , - � , �0� Al , 4-Ig 4-.." 1-1 �% , , i7al 1 I , pp!� I, _'4 - 11 �' - " _a) ---C4) I.:/ , � I * I! I 0,& 'X " �-' , -1 �' � I � - I I Ij '*TAPCON 11 � __" - - � /4. ' ---A 7 � -1,1 114'10 TAPCON , __ _L/�= 01C. i O.C. If r � A"Ts Q.C' I I 0 0, ac � CONCQI OR � Exisma POURED CONOIN-TE OR � vmw POURED CONCRETE OR ; I i OUSTING POURED CONCIRM OR 4= kf.oumm� 60KRM PL00i RE054m, - LAR..PANELS - - -ZONCRETE SLOCK 020.1140, a mumdau 91 '--CbNCWV BLOCK RENJAMM PAHEL m SCALE 3/8-1. WALUL 04HOON44" , jVk k1rij ' AII �WATM SCALE 3/S_11 ______ - 1 I - - �' ___ - /nL_ SEE somm Is & is FUR 001m AWN" Tft 2- i I '.�'.' �'. "' - 7YK A SPACM M IPWALLA'AM 4M, III&" .' .1 - I ' ___ _3 wow I'mWe OVILI OW" MOM VA04 1�1 .1 . IF I 1. I ,44167 FLORIDA BUILDINO CODE (Non Hfah Vviotity AN zono)j vkww Nam" SAW"m AND "IfAm — = . * am - __._____ ma DMANIX ARE 00"m ONTAM .www#wt 4nr�! —00 3 50f_0VU. FN E,A. L== I, POINAVIO&I 1*_A,wA%AIoA'0A) = I z : STATE j_', .0m 'wim. W� #P1 24 GAGE "LVANIZED STEEL STORMPANIEL VAW of, ON SCHEDULE REDUCE A W "I""Mollu*1 00= =,me sy OW04 '_'Aw*mLwwwwm"UQ -Tem- - m Im INAVA"m To Im POMLE. _'__' _1A`t*___ _'�"!___ _1i ------- � � . OF I � - c � WIVIAX !� - - 'i �-"�OR Low PROTECTION PRODUCTS, Uc- "I " - " wm — IL EM MtKED SPACA10 MANNED om 0.8i I !&�_____ tilt AfAL - MLIT & NIZE , _�P.WIM, 'w 0,4 mritifixr ;V- rAgm IN1411 Not WK LOS IT&W __ - MAN"" SHwow INDICATED fog O" 31 0"i- h1hpiti / � _1w"_I___1 OW. I.- "Aft PIs0M*_7s4k ow'011M)""o-vo 20-17ii I I N&WR Im 091105 scommE --_'- _ _ I _'___:�� - - I I � m- %miso".111amm CA- Is '_E P= 1.114 , ,_ W�71 ',� '�� ---I - 11 . "=� - _'______1 I I swxr 13 v is I NSTALLATION DETAILS FOR FE SAEM EANE I--- INTO WOOD STRUCTURE,$ � -1-v-"'-"'--"�-�jj -, ', -,---- 1.._j- '� I M, ""___:��I� r', 1, .1, -11 - - .. .. ... _,' 1� , � � "I "-N� 1-1 i, - _w.x1EN "I , ,;WD HEADER ", - , I- _Eo - "<'�_'_.' �' ", __ , s EWRET - , - j�L ik i " -, " , � , �' � ,-" , -" ;T� , `r - �� !� - e�" — I �" ' / � I '_' _"!A�" AS! G, I, "" , , "- ii V00=0- OXI ' � ' � p � i �' iI - - �/' " I , - I I 11 1� M L � % � M - I 11 � 1, I � � " / 1, 11 'M 7 � -02 .11 �' � '. � P �11 -- I ` li ' � �� , 1��j 11 � i - - 1-1 11 ' � � lu" I �_ " 1-1 I el" , -'� , X � 041 1 I /e K , 1', " '/12. � 1/4' I'-,' " � "', . , � , i, �' I ' � ___" -,-! . 'M6x___'_"_' , - ' ' k' 1 � �/ '� � le� 4 � � I I , I", " \ i N'L -� �"� I I , � , , I, ." , f"I I I , � , .. ''R , � I , � � f 1 " � " I � ,: � %t � " I � . I � �' I i � , , I I JIL I ' ',, I , , I I I � I i . � -10 I � I I (D i 11 I � 0 1 I - - - 1-";a�.v � I *__'_-___'_' �1 """ '�j �'Zj" .1 - 171091 � �� ''_1 '. ,,, , A'_'U� � It �� ; - 11.1 "r _____ 1, __ _" _L_ ,__ 0 IN. � " T - 1; I � n _'_ -, =.%rr.' � GIZON 10 4''." , ". _ 1-1-1-1 p Ir I It .� 11 I . 'V � MAX. 'j v V"' Q_ - _ �11_ - ____ i -' -.11 11 I 1 "r =' . " I .1- v PANEL LEW" fl-_ 4 'g 1) I ft, t LETAmk � � GIEC aomvw it I (SEE Eme0w* 11 7 ,__.____ j ON SHEET 12) ' ,`_ _4_ �'__' � ON wm 1:0 P 1-11- , t� i I 0 i 11 h � t I � , I � -11 � t � 11 . Ir -_ _1 � -1 ___""_'_ .... 7 � �_'W'6__.. i i � it I' M4" 1 1 1 GL`M;S11 I -01 J�_--SEPfiM'n(*'_ I _(D � � � - 0 All e � 117, � 7�5 __ � -1-0 i � ' --I- � - I - 11 - � t, - " ': . 12. � I- 11��' 7 'W' w � " "_ � I . � �� -: , :I- I � 4--, - T- "� - - i � �'v �r'_ Eo�1'1� ._1-1__11_11._i__'___j EQ. 1 �"_'i � -"----A-'--- - j �N --- I ' 1i � 1, 1-1-4 , ��'; I '_?_�' q " �'�' '; � ��' '�� ' 2-Ae *Do_ i i R, 2'.4- WM_ � 5� PLATE t PLATE I- !, � '-' li '��' , i '-, !�� - RECIURED , REOUIRED �-' I .0 PAN PLUS '�l i � -t '�' "- ,,, � " _/4�0. �� - - � gi _ " PANELMAIE 1�11&' I . - /A "R �E 112 71EI; '�' '� � 3 � � '� �i' :' " /' . :' -" � ; � 1, � ot QX_ 11� ' 7 , 1 � '�' � � � � ", 1 i �. I \ I �' i , '� � � 0 '_ � � � � -11 ; , � � I � z �'_' I � i� 111--" I � , t I - I J" I J ' I � Av A-1 0 -4 I WE 1�-MW ... pidl IIAR FANLI5 � ,IF, !m t '0'041�6'T'111111p'!'�� WALL 11101INTINGS L' V4 ...... k/iN, , SCALE 3/11-1' . , -(Ok .'w*'.�CENAt' ._ 4P, *1 .e . I '� N I . '. FLORIDA BUILDING CODE (Ndn High Voloolty Hu v, no Zone) _91�iW%�w I . .44161 - . fu :,W$ -------- 3 *' - AN= Ift=1 � � Z 24 GAGE GALVANIZED STEEL STORM PAWL , p"' 1� INSTALLATION ARE ONI-Y VAUD FOR MAX� AS�D, 1 -, % - 01010 ift, %� .�*' STATE OF .',�Zjf -, — !'� _ �. OLSON PRESSURE RATINGS (p_cf) AND PANEL s � I R — GLOBAL PROTECTION MDUCM IALC. '"/"='�m LENGTHS AS PER ELLYATON ON WEET 12, 11LIEC0,11111c, 60 WROff 4` 1 2� FOR NEW WOOD FRAME CONSTRUIITION� WOOD t!=. 10 BE SOUTHERN FINE No 2. W/ SPECIFIC A` ... i- � ow O..N.""P, 20-i75 74'~ am&—..,ek .."'� - n,'3m':' MEMBERS ofs"41% � 3 P,o*_ - - - I DENSITY OF 0,55 OR EQUAL PC sw4spolw�Dm - � =I-,,,- 411-T 11 11 I 11 -1- Tuff *., P't J1. _______j I = it, I A � I I Ez��- — - __.____'.1_ I , I I _11I a) (1) c- C/) --Fa (3) " I -0 > = 0 (:L) 0 -+- = L_ I- -a a) cD_ c a) C�L 0 2 c cu -0 0- - .& m w 0 -- cn -!:=! C= = cu -cu cn a) -0 Q -0 _0 = 0 C:) -= a) L_ — 0 c- c -2 3: = c: .0 u- — �' cu 0 — f.I.- cu % .cn -0 ku 0 ;> E a) 0 L_ cn a) -1---f CD_ iE cn ZO ku C::L m . C 0 < _. -z- �_ -0 - Im -G= .2. . Lu = �- t:s c= .1 = C= . cc,.., C�3 - cli . = = >< ) = LA_ a- m ; _= C= � p C'Q .= : w C= M 0 ", - � w 'w _,It_ 'a = c' E - = 0 = = u :t-' '< :�. �1: m �2 cu .0 Z. CJ W w = = 4 = .2 ." (4 'a im = E 20 0- w " cm w mi cn _,�� " Q) (1) (1) —c- - -4--i 4__j U) =3 m > c""""""""" L_ 2 U) CL 0_ < (1) 0 m C -0 0 m LL 0 a) 0 " U) m " 00 :3 w 15 < z z < _j Q- I SHEET NO. IS H 1 .4. F_ *Ezl/is, EZIW/18 ANCHORS; SECTION CZ1 *04,1007W MW ON SHEET -!31 MTIY�, EME NoTE 21 I)NOM 2) _4 iASt PANFLQ TO BE lN$TALLED AT EACH OPENING SHALL ALWAYS Ut PPIW�DFDETW4 REAR HA14OLC TO FAC4LITATE INSTALLATION IF INTENDED TO 11 LED mom INSOE OF' STARUCtURE, 1 71- J_ LL s6p rMa S'OAV PANEL SYSTEM 00 PAKLI-1 (IN-TERIDIR PATYEQ frWrRiOR PANEL) (FN0 I, TRACKS TOP At WTOM- SEE NOLTE-% 2. 4 1 5--, NOTES 2, 3� 4 1 �2) END PANELS SWLL ALATS18ELCONNEC "_ TO 1307iou imy RAR IP OrHERWIF,1- A SW L at 4�1?DVTVEO Alf TOP OF SUCH LENMH PANV-�4 Ni w tmj PANELS ARE COINNECTE-D TO gar�014 TRACK, CONNECTION if PE STIXLL� IZ04S�ST 47 If4'0-20.31V *S. W/ T/V#0/�7' WflYG_ SOL76 PANELS W/ i/*02011� 1 NUT OR )AT,, 'D4UMDSCRFW INTO TAPPED BOnOlv i�s BUTS W/o 0 Ok OVRL*P 11 LOCATO N OF FASTICKRIS MAY BE AT EITHER OF TWO -LANCE9 I (SEE 'EclHans As APPLICARIE) 1TP,0&,-R FLAT (IF END RIWE4, J_ 1, 1 1, A, JJ -_ _o _�j 'L _1_1 IN CASE I AT fN0 PANE ART NOT CONNECTfID TO UOTTOW i A 'I _1 T TRACK STOP BAR IS ONILY tiSED AT 1`0�) AT LICAST TWO F"' F PARaS SHALL BE CONNECTED TO 90TTOM TRA" QS= SP�C$ 141T FI-TT, 4 _T it 14— �_.f — H-1 +44,44 OCAXID ON NFITE I' Or SUCH CCASE, CONNECTION OF %=W, PANFLr, 'I'D ROT" OCCIR A*,' ANY VIANEL LWATION. ---------- ------- A A mI, ,stz :?Nlv�VAUID FOR WIND -T-40 Xyr I LIZ CSEE $EVION EZI , III ALTEPUKIT4 E21W ON SKrT UO'- —1— *EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E—Z HANG STORM PANEL ji) SYSTEM (f) SCALE, 3/,W-1 Zftr(w "low No, 77 77 7 GAP SECTION A —A SCALE! 3/32"=" E FILORWA BUILDING CODE (Non High ViRoclIx Illy cano unefl 'Po", RK, 24 WE G&VANIZED STEEL STORM PANEL hL GLOBAL PROTC131ON PRODUCT% LLC. WE 0 RW SIN. %, sirw Mip AW& L WJ" 5EV99 "MR-1. vivIARP-1mr. FA01 . ............. — Elm .2.3 E,NGINf--E14.lNG PRODUCT E:VALUATIoN REPORT ApplicatcriNumber 17059J-R2 EX Project Number 20-31543 Product Mortufacturer All American Shutt" and Glass MariqlacturerAdilresa-, 1W Donna Road VVes! Prion Beach. Fl. 33409 Product Name& Description: 24gaGaitninlizedShrisiStonnPoneir Large Missile Impact Rosletand sc"e of Evatuatfon �- THE Product Evoluation Report is being isruad in oocalviance with the triquiremone; of the Florida Department of Business and Professional Regulation �Ffrodo Buillsing Commistairro) Role, Chapter 6IG201005' FA'C., for statewide acceptance per Method 1(di� The product noted above has been tested andfor evaluated as summarized herein to show comirfiance WO the Florida Building Code Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to thatrequired by the Code Re-ovaloolic" of this, Product rhall be required following peftent Florida Building Code modifications or Substantiating Data: . PRQQUg_TZVALU3j0N DOCUMMS EX drawing #20-31W tifled'24ga GaillivarflZed Steel Storm Panels (HVHZ & NW44Mz)% sheets 1-5, proparedby Engineering Express, signed &saaled by Frank Bermarda. PE, Is an Integral part ofthis Evaluation Raport� . =REPORTS Uniform static structural performance has been tested in accordance won TAB 202 test standards pot test repoofs) INET-ASIS-117-001 by Slaolovater Testing,. Inc. Large missile impact resistance and cyclic loading perfurnionce has been tested lit accordance, with TAS 201 and TAS, 203 hoststaindards pet test loportle) OBT-ASG-17-001 by SfaciTivalar TrEsting, fric. - §M=RALlENGIWMNGCALCJULAT10NS Structural ongintuRing calculations have been propated which evaluate the product based on comparative andlarfational analysis to quality ft following design miteft 1, Maxinormir Allowable Spoor, 2. Minimum Allowable Spoor 3 Winium Glass Seltaration A. ArithinSpacing 1650 SW 1:�` AV�EIIJS SUITE 106, DEERFIELD BEACH, FLOPItUA 33442 (954) 354-0660 1 (066) 396-9999 TtAft@ENrIN1EPJNGE,"RESS,COM ENGiNEeRtNcEKPrEss,coi4 ENC,tNEERING Page 2 (it. All American ShIl asid OWN - 214gas. Uvanized Swid Stom Pancis No331A increase in allowable stress has been tisedinthedealm ofthisproduct. Separagoo from glazing is not required forinstallatons outsidd to wind 4one 4 and essential facilities. Impact Resistance. Large Impact Resistance has been demonstrated as evidenced lit previously fided lost Tepidd(s). ago Is oaccurtled for in the engineering design ofthis product. Wind Load Resistance This product has been designed to resilitiNind toriclis as indicated in the span schoidulil on the respective Product evaluation Document (IIEEangirleadng diawinitr, 117staftwon Title product shall be Installed in strict compiance WAIT As trispeCIRE, Product Evaluation Document ti a, aronessing dtowhiR). along with all components noted theregn. Product comporil shall be of the material specified In that product)s respective product Evaluation Document (i.e. angpoeating drowng). Limhations & Con(Ndons of Use. Use ottins product shag be in sW accordance with the respactive Product Evaluation Document (LIP, ongliulefing drawing) as noted herein, All supporting host structures shall be daa$goed;o Telask all superimposed loadsand shall be ofs material hied to this prodil respective anchor schedule, Host strucloge conditions which are inaliaccouritod for in ft product's respective anchor schedule El be,designed for on a site -specific basis by a registered protessional 04191,000t. Ail components whkK are permanently Irstal[ed shall be protected against corrosion. contamination. and other such damage at oil times, Tift product has been, designed rot use within and oubods the High Velocity Hurricane Zone (HVHZ). e' A � It 0- Frank Beartardo. PE ENaiNEERjNr. ExPnEss* 4JIF0046544) I Cert. Auffi, 9985 160 SW T211 AviENmE SUITE 106, D�ERFItLti EVACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 1-1 V,51=5,7, 1741-� 11.11Ll, "ITT" Ix" —',"M 9Y, T` I! Ek M.2 t 1N 5 oil -J— - T I 0i AL IT, H I'. Uj 'P _r-j I,,wl, TPA I I�A_1110 V0141 1�1 I U In 541 LW ILL!" is kT L T —F-PP—PE kfr' 'r-, 20�-31543 W311IN !NgALLAIION DETAILS EQR-UM-2000 INTO POURED CONCRETE, WAQffj"L0CK E-Z HANG 9,QRM_EARE "I AND WOOD STRUCTURES T �71 __920"M MET` V=x REOUP"D_ "Am ;Wlet 'trAKCON Irx FROM KEX HEAD TEX FRONT 12. W;;� Is W4' PC, 11 0 4P dre : I" i " PS gla�x P, 71 Lj -it W44;x 1/21 -4 ENtia. MOO= GLASS 11 Nw pop PEPSI a M 'GLASO, ALUMINUM POP __C1 PANEL L�� V PANEL OL"EYNOTP, ti-SOPAPAT", OLASS 0 CLASS,, or It Slat I Ng -, J 775,71� —07 A/* TAPOON ANCHOR 'a Ir crc� wCON ANWOR 0 12' 0, NCR" OR rR4 WOOD REOLIM CONCRETE O=A ATEOUIRED, SCALE 3/8- 1" SCXE 3/8-1, Vul Hur FLOF"DA, BUILDING CODE (Non mfgh Velocity our ;Corrs It MJN� PANEL LENGTIrl 1. IN$TALWION ARE ONLY VALID FOR NW, A.U, DESIGN BE 21-C PRESSURE RATING +/- 40.0 0,81� AND W-O' WAX, PANEL LENGTH� 1 .1 T 9 Z Y=4 %om M� 0,44 24 GAM MOWED STEEL STORM PANEL $IkTE 0 Ilt, GLOBAL "010 N PRMCTSI LLC.. rt 0 rw) -no) GAP", "I Z FOR NEW WOW FRAmE CONSTPuCTION: WDOO MEMBERS TO BE SOUTHERN PINE No 2, Wj SPECIFIC X�L.V�_t' R, MW� 10-175 DENSITY OF 0,55 OR EQUAL� OHNot r,-, 1%, U11 A U.1 1.1-111", N PRINT UP or in ALL AMERICAN SHuTrERS AND GLASS 249a GALVANT2E0 STEEL STORM PANEL,5 (�VHZ 8, N,ON-HVH,,) MA)aMUMALLOWABLE 'c` bC-STGN PRE' $UltES: ,s t AS NOtIED IN bESIGN SCHWULES DESIGN NOT5S' ;P I VEA DN AT IED� q C T D f 8E T S TE LL D ERINF.D,PEK NQTIN NICE TI E I IR S' I IN I I C A W D APJEA I F F DA a G Dl�� L SE S RIAN M-11 N U I P h N C I h J 51 N U LY AC Y VAL P ETeN, FOR ANY STED H A 5 H W �j 'r- ilERN J IN E �+,AS SED, TH I, THEAR�HltKTIFNGWEE I ' R_ P - RMPOPSIBLE W,P.ER,S,T,J,k�,CTUiRlT WlrT VIV R N� -RIA01""I'lLL T. Tle _% VS ;71 U M T rEG GTY PAL VIRDIIIIAGEURCEG, HISDESIONWHICH ,SMALL,Bt-l�IDOP,OINATEI)SYT4�M017,TlfOG,,i,ZOWTRACT,CR LL E F, 4- 4A I, ilqUIRED M %VICT zt ,H tV�,J'VT FOR AS Pd: MAYRC RE 5 THT25%U4ATE`PPT QE�AILED HEREIR�IE? GENERIC AND WES NOT PRIVIDE P A 2 LL, RdlLlft lgtl��I"PAR,161TJI PECOX POCUM.Ti- FOR USE, IN G , '"'N 0. 115.10HIRIESURESNOT P RES 1 IT A 1. 5 �cf� T Y TA C T 0 r R 5""5 "" Z & A's K 7, AU, PA'SNIM � GREAT!IiSAT! OWES QNLE� 'Tor� y 0 OTHE-P.�VISE,,MSTEqEFtSSt,tALL'SE ADNIUM-VlATEa�,RODIE 0 FEE RT R CNA0SION-RL-.I5TAflT KATE L or ALL COM 5' I- no er� c'-E T'_ 9 ED ATI ANT"OR, C IA A' "C�U`F "'A `�, Is L.R PURM "', 0&' A�, S c NL_O . TIN_ __R NI T.� N IT A H RIEN UJI E__S R.-C -r ER6 I. GH." PANEL,, N oLMTED Y H.,.O ALL P rC A.,E =4 QKs PER ALL ILDCATION MAYVARYl, N 'Ifll.'rl L It 'R.H ONO TYPE NALI A5 p1mO) N TO THIS DDE0 Mf N PANELS SHALLOT! PE-H EiDTTdM M (Mum FE�, EVERY 3A F EG �QNTA L�11�'TIF& I "A , "r OWTIU1CTION)' L WE A�450` EPAPADO WEST Jill LVYIWAiLT 211 " "ACH Ts IA NuMaER PROVIDED THAT,ZONNFCTIQNrP AND H AE�f PED Ori r ANCHCRE4AEU5f_0rFj PATISFY P5 DSIIAN fUSE T48LE) _�IRIAJE'SF4N VisiT 6cALcidvsis2tB V 5 OItAL MOUNT E�EVATION —2\ (NOTCHEO PAINELS1 F=At 5"'AH, rmllyw ALLOWABLE PANEL SPAN & GLASS ,�,�PARATIQN SCHEDULE: GA URGE PANELS THUM", WIND E., - 1., 1.0., __-_ F 7_� MAXLMUNI t 04PON i ALIDWAart 4N5TALNITK*GtM "'IESWAt !_VANVrm�j I r4AN0A$OVtrA4Qr� !4AM-,1IrAWV6GRAOs MINIMUM ALLOWABLE SPAN SCHEDULE LL PANELS) NNE; W-liall-i�A NMI mom MCA— ,UMMS , 10, 0, WTTOW OF t-31 GLASS SEPARATION NOTES, 1, ENTER SPAN WHEDULe WITH LOAD TO DETERMINE fig, MINIMUM OLLLOWAIKE SSPAPATION FROM THt- OPENING TO BE PROOCTED. ;l, SCHEOULETS REQUIRED 1`09 USE WDEI POSITIVE LOOS Ofty� 4WITIMM"T INTERPOLATON ILETWEEN WADS IS AIXEPT.46LB� OTRETONISE USE NW HIGHER (rho 111`* 0 LOAD, I FOR INSTAIAXoQNS, OUTSIZTEOP THE HVHZANO OUT$IMOF, ESSENTIAL FACILITIES IN AETM WIND ZONES I INROUGHI 3, THE GLASS SEPARATION IZCHMUIX Is A40T REQUIRED ANIL NO MINUHUM, SEPARATION FROM TrIE He IS LV Itt" W114"Wre 100 It AUIIREO� Till 09 MYTIP' OP, Ahnlr% Z Z$s PAwl M OPTIONAL EGRESS PANEL DETAIL @92TIONAL 1�11rERIOII �FASTENI�WiDETA �L IKERIOR FASTENING Pi � 'T 'a 94" �2�,4 �'. - A G,12V 'S CA ILjT�t 1, TSp, _c� 2,000, "Doc, I�MOI' MAN _; 37 013131, CA;, En, ,�O;, ' , L COVERPOE g__ —14 975'PA0EI_4N0Tfj 7 rT Try P GOO lm;� 1,5.. UK 0-JeD. Lo'! Rwas QVERLAP '25, MAR� MAN. ip� lr�� T,,Fr lgilll',U�T A ENTIfo FLAP '3's2o n Iov MAX, 11 011111 N1114W 00,110-1L., ,;'-p RID, 1V MAX MIN' MEN. co DETAIL 1� 'a I ANCHOR SPACING SCHEDULE, 24 GAUCE PAWL$, PIWEL-RASTENERSis 17,5'0,C� .$t#s"nr TYPE fP*Fj UPTO., 1�1 �fZ ta _C4 0.. 17 C1 CP C� TZ4 cal TYpt 1i Ck Ca C4 31�� i" 41 �i�5" ALL 4L 10.121, _�I 16�0, to &0"� im" '11LTri sz" 5;5, U�5 16,0' S 17,_V' AML 1.791 J.P' lqx, sr 8.W'.9.V r'r �a- z Irc" i�,r ILL" .4-1 -.5" Im" E� lez, ilx� 3.4, +i �z 72 12,V' IaWirii-�OV IM75,irj� 11!5R� is, , &T 5 IF -Tz —5 mli2 10,v, lf.gll 5-1 T5 D_ P.50 y set uq.,;_Z�,VZ, 4;L 51 �qm iA,TT - f2.w- 1 itLlr- E2.51, 1 L "L"- IM Ig'O, F5 �7 , 0 1A U311A01TItI25 ALt is1011 it ' ID'6'. ir 12 5"' 1�311 N", IE T; In IUDII f2,v-. 10-61, ita-11 IT +;L .a $1 2z-- 12,5 Is"T. IRm 15.0 011 7,7 ax T, 7�' 11,4' 1 Z-511 1751, ISIV 15161"13111 "1,7" X. te.T111 12.15, j�Z,Q 16,0 130 IaA" 161r 15 1 1 1 �21' 7TZ .7 16.v, 45,01 114XI 14, 51 ISO' .5 ILI" 12,15 9a IAPI IN �Tzl 3�; L'l om I m CI 48 6,25, 6z r,25� 6��' r, I Pv T 4, R :rT HI L., 171151 jsO1:i17V1 T 21" izr rlw� 62SI, 410", C91. jZtL JAO' �X� GG 1"S" 411,7' �5_,EV_ 10,7' 4"', 4r C25' 11,V 4�Y- j±LA,45` laT' 6,2-T' 10,7" Ai ' 4,11" i.1- I - JT)L7" r.;IS" iZ.7- 4.1' 4,V ALL fdIN75OSLI0 &V 41 48 5,71 7z - tZIFIV, 14 Z;1. R111 F 6 � u, � I j" I"", & Irq� ILT� sa- 1z 12.51' 510, 7.911. %211 INI, 5, 12 s, - I IL 1 7 iz.15` s", u,", I,,, 6�2!' R;6F 31. 16" 12--l" r5 T2-5- %2, ON; g-is- , TV, " T�7r 4-L, VT' 31T H, $14� EDGE DIATOCIE PREILSURE 41 M �4, C1 tZ CI .4 CON" TYP �i 11 C:q C4,, Ali*11l,W 41, g==3aVpa0VW 46 51 tz 12�51 """&� 1a;11 16�T' L60, 2,6� 12.5!, 16x,� T&g IZ " A U. 01 lt� !E�� Ak I - b" J2.1, 3it,,n p 7,4'r 1. 1�60113� 1.1.5! AL 14,71, 51111 AZT* 4,1� tiv, T — Tea, 14,-fl G. I IT, IR'rl tl�r� 16,01, IM i4�V, BXI 14.7" OX� 11201 JZ5- �Ezli4.71� Z, r 6V w000�,,VAO 41 40 Z� 12.5� I&W 14,V' 8.2" 115' IrA" RV 5.6' 1-2.5, 16.0" 6.,7.. sco� IR11511 L�C�5' 16,01, 1"", lr�` 'S4�� 710` -121- Iwa., iG�01' 461, 5w� 9,6�� 5IV, 1 "4"'r 12�51� 8"r 5x.. T4.0. TLR� 1.011 9.0 effl' �,V' VV � 1-114�D=D- 33 TAFIRIF �t:FP5' 41 41 EI, izV J,5,0' 16,p'� 12, 1 1 U I 11.15"W" 12,51, 10�0 mrw IT31V 001 114,51 161W! 9121, WIA jZT., 10.0; 0. �* 1,v I IL.4' 12,�, L21511 12,5. 6. V, las, ar'd. -V,zll La_,�, T' ia&, J'U' Ij G,� I. yf.q, � -W-- 0— 33 PIT V041 FRAFI� 41 AIR, fz—v � i�.01- 8,6, im?. W'D, tzv, C 11!r ir, a islwl 5�vl &Z511 12,31, ME:: ANCHOR NOTES: Cn > 2 2 C 0 0 CIO =3 CIO -M Cn CD -0 0 &_ — -0 0- C 0 C: .0 U_ M 0 1.,- Co 0 > C2 C:D -0 E 0 (3) L_ L_ Lj C) (n Z - 102 = ll� cl- F cu, C2_ CD (J E. E LA z LU 1H., Cn cu 0 L_ CL CL 0 C- CU 0 6 - Cl) W 2 z z SHEET NO. 1 .5 �SH