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HomeMy WebLinkAbout36324 Garden Wall Way-�— �, .mod 'lye c .� ..�a i.. o'": `c n 14 V o- v 0 c i V a O n D I N = n N v C Cr c 2 N n 21 J I V n 0 rn c S V V / a E v E 0 _ v c J E2 0 0 �I / U N O 3- 0 a U 0 22 0 a V V v 0 i N V V i n a v n AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFT or A. F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or 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 CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Footl 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 KIWALL or KIWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lav, 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 MIL or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required 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 SD 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 UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDWHDR orWDW. HDR. Window Header WH or W.H. Water Heater WC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 / / / / / / r FOR U U E:1E::1E:1E__1E1E:�1E:1_1 J � r 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. f� N n o ?-- m N -a !., Vf m O 6 •+ CV •9 L2..31 N E a � 0 `aJ IM1�Y Ys.ro Ip cN aY ` e�` v O O��;. dEGR%V 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. W v Ia N a) 0 o? u, N o O LL M �chv 3 Q W LL W JLLo Z — o a Y v L R c W O ctsN� C Y W 5�pj°� w m Z oc)Lo NZ ¢ J 0 Nco �� Z 0 ❑❑ Wco N M co N J n z �-1C o I , T (V L" C) U � O,.,., o C N I^NI v l u) w U a c co ¢ o 411 N 0 14 o C W M M J za Q � z Q g ce E U =o =o of F � z� � © oa co I— rt7 x oo o o U G7 C C ¢ a z p< Z NO t = qp p C%i c C Z Z 3¢°� iY W m U z Z m J v'm aw �z o 3 a 0 g o c LL az m <o _o O oli o 3 y O >M r1r O 0 O CID CD M O (� m LO 0 ' co M 0 .i� Nil p �' N Q M r E .c M o Z m Z iri r E N c n U j Q p JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. C S o0 60 KITCHEN MIRROR o - a0 R 0 0 M VARIES, 2" LESS THAN CABINETS BELOW MIRROR _ VARIES KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" 0 N NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD o O 24" TOWEL BARCO TOWEL BAR IN 1J w ON WALL ABOVE TOILET TOWEL BAR TUB OR SHWR. ON BATHROOM WALL MEDICINE oo SHWR. o �_ VALVES CABINET TOILET PAPER °O °= SOF DIS t HOLDER 4 oQ 2Q a O CV % r' M " M iv 17-Tus FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS o COUNTER TOP 30" H BASE o to ou 4 CABINETS o co Co IL SIN r O 2x n 09 FRAMING-- 1/2" GYP iv ? BOARD FIN. FLR. •- FIN. FLR. x SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" I 1'-4"X1'4' "L" SHAPE CMU COLUMN zo 0 N z N u I LANAI I 8'-0" FLAT CLG. AFF I I 12'-4„ _ FAMILY ■ 8'-8" FLAT CLG. CARPET 74 S6 io -8'-$" FLAT CLG. TYP. @ 2 TILE 1 _ STORY. SEE FLOOR G.T. _ JJ/S6@JL --------- ----- --- -REF_ P STEMWALL F ----- - 5,-74DINING us (3)2x4#2SPFSTUDS w/ (3) 16d 8'-8" FLAT CLG. NAILS @ BASE GG CARPET oo S3 CO TYI 42" H 1/2 WALL T-3" OR RAILING PER M FLOOR G.T. SPECS STUDS w/ (3) 16d E- NAILS @ BASE �j P I � I �r ENTRY 8'-0" FLAT CLG. AF SHAPE CMU COLUMN 1'-4" 4'-4" AC PAD 16 15 14 13 12 11 10 4' 8 6 6 6-74' L 4'-d"' I L T-21-' W.H. 0" 1 T-10" EDGE OF SLAB 2" BUILDER TO BEYOND WALL D1 PROVIDE APPLIANCE _ - PROTECTION WHEN NOTE: FINISHED WALLS REQUIRED PER FBC TO BE FLUSH. FIELD _ VERIFY. - _ - _ G.T. 8'-8" CLG. A.F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8'-0" CLG. A.F.F. I---�------- Z w 54 x22�-- O `� ATTIC �� a GARAGE LACE63',-_-3 o Q 8'-0" CLG. A.F.F. o0 W 04 TYP. @ SINGLE > w STORY (SEE AA/S3 FOR A STEM OPT.) S3 r------------------------------ I I I f I I I I I I I I I I I K I TYP. @ S4 I I O GARAGE I I 16070 OVERHEAD DOOR V-8" 16-0" V-8" in' All EXTERIOR WALL / W/ 2x4 WALL PAD OUT /- HANSON BOX @ 36" A.F.F. --,,--DRYER VTE _---PLUMBING LINE TO SECOND FLOOR WIRE SHELF @ +54" A.F.F. W W w Z o -i 205 m FrUI=- 2 >°U � °°� 60 = U o~ 60 00 r � HB 0 I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 G SEE SIN SHEET �H SEE SN SHEET NNl140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 251 S.H. 13 20 X 38' 18 X 37 3 S.H. 14 20X508 182'X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X711 S.H. 11-12 271/4X26 26X25� S.H. 11-13 271/4X383 26x373 S.H. 1 H4 2714 X 50 8 26 x 50 S.H. 1 H5 27 d X 63 26 X 62 1/2 S.H. 11-16 271X72 26X711/2 S.H. 22 37 Jq X 26 36 J X 25 1/2 S.H. 23 37 J X 38 e 361 X 37 314 S.H. 24 37 J X 50 8 36 � X 50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 ' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 � X 251 S.H. 33 54 X 38 a 52' X 37 3 S.H. 34 54 X 50 8 521 X 50 S.H. 35 54 X 63 52 2'X 62 z S.H. 36 54 X 72 52 � X 71 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'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. MENEEMENEEM 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN -B SCALE: 4"=V-0" CIO LU Cl- < »� c. U M coik CL. �o 44dNap L w eo 0 ti as LU Oea t Q 2 O AN , "'Wilt lt t� tivt` 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. 14 a U 0 S W N r N! ^Z- M Q C103o aj040 LL J LL W J LL V a- -�� a- `L zm c m �4o Ex W 7 M 04 V) 0 Y G LL Q 00 L0 M Z Z N O U v 0 W ID 11 z N S CD z o V V) M Z M v0 ` 4-1 cn d �� • U 0 N �N w o in (� r- U � LIJ = E r 8 m( ` 4 . 6 rP> o Q O N o w M Cl) J Q 9 z z Q LL o zo >N zo z ;Z E s ® CIL �0 00 U O E o F 0 W do ¢a Qo Ez J a C �¢0 0 U m z m Nm <� ''<w zz 5 O MEN MEN � $1 �z �w o m 6 O az F - r o w< >0 <F oI4 a 0 w O co rn LO 5 3 W 34- U) mLO N co M y� C) It CD Ln N Q M N r E E �% M Z m Z � E IN iii r E U W D- � Q 0 JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH lx8 CAP & CASING OR \ �� = 36" RAILING �1 CONT. HANDRAIL 36" H. CONT. B� GRASPABLE RAILING RETURN TO 3/4" PLYWOOD DECKING 16 _ WALL DETAIL �� 15 �- 14 _ B -- - - - SCALE: NTS PRE-ENG FLOOR - - - 13 TRUSS 12 11 ix TREAD (TYP.) 10 25'-0" / 9 3/4" PLYWOOD 8 DECKING 2'-4" 16'-1" 6'-7" coTv / _ 2x4 THRUST 1x RISERS (TYP.) 1 7 00 BLOCK 2x6 LANDING 00 i 6 2x4 FRAMING STRINGERS ^ 42" KNEE WALL WITH 5 2x4 #2 SPF STUDS @ 16" 1 ix8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING J 3 O.C. TYP. @ 2nd FLOOR 6 (Do H1 6 O H1 D2 DECKING EXTERIOR WALLS TYP. @ c) 2x6 LANDING 2x4 THRUST 2 1/2 33 SH (2) 25-SH CORNERS BLOCK 1 D2 TEMP D2 EGRESS 2x4 FRAMING TYP. STAIR SECTION STAIR CALCULATIONS: SCALE: 1/4" = V-0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter, nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 2'-10" Z-10" 2'-11" 13'-6" ROin' AI' I I I I I I I I I I I 1 I I I I I I I I t--------------------------------------- I 3 D2 SIM. w/ (1) MSTAM36 @ BASE LID XN� N D2 Q 1 L 3 D2 SIM. w/ (1) MSTAM36 @ BASE rn 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 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" ® +29.7 / -32.2 �B +29.7 / -39.7 +28.3 / -30.8 (b� +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2' X 25' S.H. 13 20X38g 18'X374 S.H. 14 20X50g 18 12 S.H. 15 20 X 63 18 2'X 621 S.H. 16 20X72 182'X71 z S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 1H3 271/4X388' 26x374 S.H. 1 H4 27 IX 50 g 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 � X 25 1/2 S. H. 23 37 4 X 38 a 36 z X 37 3/4 S.H. 24 37 4 X 50 8 36 � X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S.H. 26 374X72 362X711/2 S.M. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 521 X 251 S.H. 33 54X38g 521X374 S.H. 34 54 X 50 a 52 1 X 50 S.H. 35 54 X 63 52 z X 62 2 S.H. 36 54 X 72 52 2'X 71 2 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 111711,1111, 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 x4 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 I R-11/13-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN-B SCALE: X"=V-0" CV C= C1%J rya L ck:v �� Cn Cn Q 0LLx N EO C4 s- �. wQ�w rx � ea 'o y m ra c � c E o Ek�tbif tt k:f /:lar 4�. �� n• ,✓ eY�} r CLl 0�``,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � W F- d E 0 8 _a v ® o 0 c: m 6A � '0 N rA t` o ca U_ ,n V_ Z W J LL„ W p, w m c � cn f @O o 0 W0 N� @ ti W 0 >o . Z IL C/) Cn oo w M N p Q N M Z J n O U U O Z e w ❑ ❑ N M o� � o >z N (3) 0 ° U OLIJ N o c Y 61 Fc f- - E = L =O q tv M 0 MID a M M J y O Z Z Z Q � crs E oo <R fl- O w� z o� co' t- g� U 0O Q o E� o &a z a2 t cn zz 3¢ p U mo o� Z Zm -' N m F ¢ w <� oQ 1z Z go son Ems cn } o a� a N F m az 3 o ;o M �t Lill Z, o �O .o = > CV) Om L LO :3 O 3: Cfl ^ O 0- co m CV 1110 p -2 I� t0 M O Q CD LO CN 4 M N T E E LO CM ` o Z ca Z :3N E r cc E U J „ I Q r= a) JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5— — - 12 �15 SCORED \1 STUCCO BANDS T.O.P. - - - - - n,. --------------- --- -- �,t HDR_ - SCOREDN STUCCO BANDS — FLASHING 12 Elffill 3068 -16070 OVERHEAD DOOR EXTERIOR PLASTER ON FRAME SCORED STUCCO BANDS _2nd_FIN. FIR. \ _ _ T.O.M. T.O.M. cD G, /ENTRY HDR. HGT.b S^� _0„ TEXTURED CEMENTITIOUS FINISH ON CMU SCORED 80 STUCCO cm BANDS iv FIN_ FLR. TI CO I FRONT ELEVATION - ELEV-B. A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 - — — — — — — — — — — — — — — — — — — — — — — ----------------- — — — FLASHING—� ----- --——————————--------—————————— CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU ------U_ 35 SH SCORED STUCCO BANDS r 6" SILL DETAIL SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" _- ' - — 1 2ND F -------- _—__------ _-- _�---- -- ------ - J------------ _T.O.M T.O.M -/ ENTF HDR. I SCORED STUCCO BANDS ----------------------------------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. txterior Lovering 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. at 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 cga C%J 0 -ter clr_� := C .� u C R 3 = m s c s CU �® a u i 't�t49@EFt�fft ...'�°q'vnL LJ •. �I U o 0� E S S oq�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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q 0 E 3 W 0 2 cOD 0 o N b :3 r n J Q 3L3 N M V ik LL C J LL J LL a — S d Y Z v> m c v Cc 0 W :Cill 3 -y o 0 °� W Z to °. m w L0 MZ � J N OU o Z W ❑❑ C, 0 o z to N z � � W J d `o W „U O N �N u� o c y LL J E � L U m I ziJ Ili U O N ¢ O N I� c M o Z W z < U_ o zo >M Qo az za t0� 00 Q E o 10 z o 0< z woW fu a C �o U �o OZ, Z m � 5 Sm O ~og co)W A <� a z m _ 'I5 o w� >� v ol¢ as o N O > tM d" @ 0 N Oco �: O CT co O U m Z N LO O - M M O N N LO N <C M N ai w M T_ o Z m Z E N Vi r m ca FLU E Q 0 0 ca � JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 T4' OFFRIDGE VENT 12 5— it �5 25 SH 25 SH _ T.O.P. HDR. HGT. ------1------------------------1------------------------I---2NDFIN. FLR. ----- ---------------- ------- ----- CJ /WEEP TEXTURED CEMENTITIOUS FINISH ON CMU TIf oc 35 SH 6068 SGD T.O. HDR --�_-- FIN. REAR ELEVATION — ELEV—B SCALE: 1/4" = 1'-0" Fit". �a����h I I fr.7 mil \ [�1��tt� �i 7���7 i•7 �i r7 RIGHT ELEVATION — ELEV—B SCALE: 1/4" = 1'-0" _RIOR )TER ON OE 'URED NTITIOUS �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. I 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 1-112" 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 ero-a r�s 00 > LU o� c `z' ,e C� CN CD v cu E Q �v I (; < U Q� V. •., F 1. ®� a °,. 10111111111000 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. u� W Q �E 0 o M U ® N 0 N O c: co n H Ui r.00mW Z12 �9 v ` Q IN, C J LJL o ci Z _JLLI W m c rno t m t_ o N W2pjO' lox w J N Z I— LIML Z O o 4 W ❑❑ z N o � z z o 4 ? J U � z 0 o � W o °� • V Or.0 IN �V) o e_ U) wss mop C� W J — t 8 C o Cf) Y 0 ®® N o w cl'- Z ¢ Z Q c E Q m U zo g 0 F Zo Q N Z o o � O 1 o ❑ o o¢ Z ru G wg �w fo ¢ o ¢ oZ m g o0 Z�o � o a w 15 (m�� �� o< 5Z Z �OU a VJ a 7 LL N W o tl H mi v a C CD > (� rn co co Q to U U) .2 N LO O � d'CD CD N N LO N Q M N T E c cM T o Z Z E N U) T a E " v � � w ¢ o JOB NO : 23-00504 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 10 #14 to lights 8 outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 to HVAC :. MO 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING �] TERMINATION PER NEC 17, 250.94—/ 150=2/0 200=4/0 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: I 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 LIL 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 PqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--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 �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) Dl3 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) ❑N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I� ELECTRIC METER Fi_ ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 1.5" VTR _III I I _ICI 3" VTR <\\ 3" \/TR SWITCH FOR DISPOSAL PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER KITCHE F DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS A/C PAD GFI WP DISC. B / I / I 1 ENTRYWP DB & GFI TO GFI BE ALIGNED — — — — — — — VERTICALLY I t DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS rY T u.l W W Z �0LL HUH � O� COACH LIGHTS COACH LIGHTS OR PREWIRE AS f OR PREWIRE AS PER SPECS / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN-B SCALE: Y4'=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 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 1 I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I SECOND FLOOR ELECTRICAL PLAN-B a� v �n Q v c-:, G7 � X cv � "a d C2 :�E =W c -M cn CL c � CD a M N 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 O CD E N t) o ) �° m a3 a`) M i Q di PN') V C: muJr' 111 a J _ Z O a L (6 W U) o' m w IL Z: N Z Q J of Op 0 O U U Z ` W p M � z N M o J Ln z N M 0 o 1, a`y C) 2 , V O I� v ,, �y a N U) .rv. I.1J L e — — E 8 < O as c o M M J J w ¢ 0 w Z � Q E0 p U o� wz Z ZO oa C, EE a O a tt Z wo WZ cn C: a= m� o 0 M c —' z 8 om Z go W co CD CD 21 w� �o aZ �w _ _ J �0 >_ o � wR 00 0 C O i y �M 0 rn �o 0 LO co CN a Cr O in N Ln -2 I� ^p (6 M C) i1 O d' LO N Q ce) N r ui m w � LO M ` o Z Z E M r 0- E U _j < 0 ` .j JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. 3 I t r — - ___ - - -_ - - - -. _-- _.. __ - _. __FT--F— nr , I --- i .n ,t, jit,,ir-Lii7-o �;TT1- , 1_._I----- ,. - - 1 11 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 SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented e provided be by Ventilation Ventilation See Elev ( ) needed required soffit 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: %4'=V-0" Cr-10 eta e= Cl- dLu > ru o� Cn �oCc c c� co a LZ x �a co cCN , cc W SC ,gy t't W i Im crs e-s zz p. �4 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. ANAMok E Q CD 8 � v oN 0 0 (CS) m m M� N CD ik LL Q �cnv 3 In J LL L d Y m = C m o C O O W r�6jO' m MZa� IL aa N O U Z W E10 (D M z N M O O O z — — N M t ^ I LL 0 O — LL � - �� C W ) � V �p 0 W O (/r ) N n U W J mi+. P— E Z � � oo m oo te, � Q0 M M J Z ¢ O S� W Z Q � U— c E os <� U wz oa H ry �o x =o o E &a z o o< �Z z C C O 3a ON m 0 o0 Z m 0) J U OJ Q W 'z ��z 8j2j2 ¢� ogg zo d2 o a o 2 to N W =k m �� �z - =3 o �WW w o� iy o M d' wa d S OU zl¢ 0 = O rn m CO CD co N C5 i� O U)) .2 CV 0 - M O O CD Ln CV Nd <C M N T M o z E CV (n 2 m` a E o U Q _ = JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. 4 a— 13'-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL 12'-0" 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 FOLINDATION-13 SCALE: Ya"=1'-0" CNJ CNJ Co r- o 0 Cl- > W it G n O C M Lj t•9 m X 7 y CLA- cc tn N Q CN C= C E �9 CS L cM N O N ° C'D • '� No PE78750 °� TE OF •.� • e Al n 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 a o c8 °' a N C�' LL 0 N 7 N LL, v7 o o- N d wa Q J U-C7 Z Z co 13� O 0 p Coo 0 7 .� CV - m Lu C 03 W (/) I J r z w Lz N COZ UGH IL z O U ❑❑❑ W M N c> O O co O � N z o � Q — N r) U) l C7 (10 W N � U — 2 O'^ W S ! L~ N IV v I � U W E m 8 I c m Q �® N rn m o C.0 J z w M M J 0 p z Z 6 � (6 aN Cl- 0 oz zp O E '0 Qd' a O 0 Z d L wp «� Vi M C ¢z S Y m0 z z m C J m ¢� Q Z :z q z aZ L7 T �¢ nW W O m ¢O - O Z w S C7 O= >l< M v z d F o 3 N O Orn f0 U' ^' i ' ^' � .► CO co ^/ CD U) m N LO O M M ~ O -� d LO N Q M N t— E '^ cM L/ o Z z 7 N E N 42) C 03 a U Q p JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. 5 — - - i -- - F _ 1� � �� -. a � .is_�s.r, i� i.rtra.�: rr, :��r-i� .�r.-� 1. i..� �,i -T� i-r- -T— - TYP. @ 1 CORNERS DZ I O n M o0 13'-0" 2 FT3GE D2 12'-0" O A @ 24" O.C. MIN. CE J S6 � TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 TYP. 1 LLL 1 L1 0 LO LL BRG. WAL O O CE r FT8G C7 FT 11 LL FT13GE BRG. WALL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 22 A (2) FT9 D1 A (2) CJ3B2 CJ1B All FG3 D1 A TYP. U.N.O. o0 m m U U 5'-0" M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE RSH ENGINEERED CLADDING WIND AND FORM AN ROOFOHEIGHT 5T 5 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) O VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r � �� �a / HIP 35.94 49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 \O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): f ` 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 I a�i I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I [ ROOF SHEATHING: l O l l (D l SHINGLE: Y16" EXP. 1 (2%) or%" EXP. 1 (316) i I I TILE: 1%2' EXP. 1 R'6) le l j I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS z 13r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 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, 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 FIND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL a@ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 1 518" 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 - lOd 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 3 112" HUS28 2950/5090 --- 30d -16d x 3'-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (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 "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 (8) 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--t (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN-B SCALE: Y4"=1'-0" t�^r �t CNJ Go sr— -a fr w " h tj CL c cc v eMre to = Py Q tO y % o '4 .ems.. tV CD oj = E w ,,a Cr CV u 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 Engineers signature and seal. v E �W p� V m N I Uj ® _ M � ro Z s ei a: (M J Q C J LL LL 6 LL 0. J Lu m� o o m N D _ O W rn m LL Z Co M Z ¢ J ZN O U 6 ai o '= W ❑ ❑ vCD z N M o g z N z o � Q J � N r` N z (Q w U O w o y U � W J = w d U o y • N M 4m o M J z < O� w ZZZ Q � LL ca E zo zo Q 0 � Y z® t— (6 a o <- 0 5,0 00 $ z L 0 ¢o o �w C: ¢ o Y m 0 F Z M N nm ¢w > O y g Z O az oW o o w< �s >o M a = 0 cC:) _ > - I1/ k.J.. '/ 0 m m m 0 L0 5 � CD O U) m CV (6 M C) 0 ItO Ln CN < M N T co E E M z Z E N r E @ a E o a3 o v _j Q o = = JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. CI 25' -Ol I OVERHANGS OVERHANGS I 51-811 19'-411 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. [4:12]-[12:12] a=oft —t-----T— I \� 0 (SQ FEET) () VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD �I1 I QIr I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y/s" EXP. 1 CY16) or 75/32" EXP. 1 OY16) I I I TILE 1%2" EXP. 1 (u3115) I I r I I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS I I I I rJl is 3r 1 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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 - 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 1 10 - 8d RVA 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 1 112" 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) 112" 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) 1 0dx1 -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 - 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 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Cd x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 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 (8) 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 64' 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 �(A) xCONTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN-B SCALE: X"=1'-0" CIQ C= _o ® LJJ L � m _ LL- cc ro ® d vq o w rz s aJ • � �- o CU °' c.� =� oyw m� � o �' iris a cJ c E a v o .. WN t t t;�6Z 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 a v Eo U ON N o W r 0 Y N N N rnb Q C13N � C -r LL JLL. V LU d _ Lu — 77 rL 1 Z @ C to =;°o O 1 0 .M N � T . m Lu z LW 05 MZ aN O Z U U ViJ W ❑❑ z N M � z O QQO Q � QU) N M z Q)1 0- (D 0 L , TC.0 W � 0 W �V)C/) _ W J r z 0 . 0 N 14II o CC) � W M y o Z � LJL ca E zo o >N z a Q p E U oLL z® oa t@ ro 01 0o o E cOo �< a< r0 Ito az wz N C j C ¢ o 3a m o o� z z m o� N 0 Q W 8=, o. O co I dz W m w� O 0 �O ¢ M w 5 � O 3 0 c Q w > CM m C9 N LO o ^ o 0- U) m N ~ LO O m CM C) .� o O d' LO N Q mCD CN T' w U') c'M o Z m Z E N iii r c C a 0 Q o � JOB NO: 23-00504 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 L/360 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 veritcai (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 FORM do GROUT SOLID O N W rV O #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. on 00 e 00 1111111 0 01 fe � i � N #5 REBAR AT TOP MIN. (1) REQ'D F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT d e e = Z 0 d M e° e U Q ° az ao 2 n O d z ° c0 e ° Q 0 ° .M.U. GROUT 5 REBAR AT BOTTOM OF LINTEL CAVIT OTTOM REINFORCING L PROVIDED IN JTH LINTEL (VARIES) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D-� -� 1-1/2" CLEAR �O C.M.U. w a�yF 0 OL. F- X w 0XCi0� p V_OW� ., O O m 5 REBAR AT B( U) � cur,a V AS INDICATED MATERIALS = 3500 psi. STEEL BOXED L 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510, 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel planidetails for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN II _'F T/VVALL IId 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8'-0" LL REVISED: 11/04/19 SCALE: 1" = 1'-0" (D 4'-6" LL D 4'-6" LL B MIN. 5'-8" LL (K) O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=V-0" V C 4" 43 c c m C, N W .� Cam! L CN cc L Ca E Q � v F�S�4a�eidf7 f 'j 61 yr �21 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. N W E 0 co 8 ,{ V 0 0 N Co (1 N r` CO C? tl� :3 N G (n�T � N O # vi 4 LL J ca J LL W Qj coca Z �$ W -c2OO O p,5 N 0 Y O7 w W ILZ N °� m N 0 ,n N r O U U O Z W ❑❑ M � Z N o 0 0 Z � N 1 Z o r/ J V):9 z (D d.J 0 M i--J m Ow U0 Ln () w m E - � 8 I ! z® C) O N C N Offi M M J w 0 Z W Z � U- c6 Zo ) N Q o E oLL z® F PO g �o Uo o< Z Z L a z o ww = ro C ¢ o Y o� w g m 0 zZ m w C/;, 3 0< O 38 a W C)% w u�.. G O 0 W H r ¢ F } O MJ�O M V Iw O¢TU a0 ~ 0 0 O i > cy) Om d' ca m c� L- L0 coco cc (.fl C:) oo U) m N LO (6 co 0 O d 04 LO CV Q M N T E c LO cM o Z co Z E CN r a ra a E 16 U cc ¢ � JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. 7 I I J �. - - - .., - I ;TTriflai itt:ai:: U11.1,_i, JLt I!0a1. Is- '..;:IN 4. i::,.ill _ 1 11 1 1 1 1 1 --r - I T1- I - - -----. _ � _ _. rn 3 iE w N x m N c o- 0 N co 0 9 0 LO 0 0 i v 0 .n rn Q N N i a E CD E 0 x c J U 0 U i U .0 O i a 0 -U J a) N 0 S N d v 0 0 0 N 0 m a� v rn 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 TR EATED REATED 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, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5, GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)/2 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 TR11-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. 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, RE 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 11. 3. UNIT WEIGHT OF 8" G.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: 10PSF 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: Via" 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3, GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 If WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 1 1 STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D F IN ERR USED SUCH 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD ISBE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTIONPROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS N THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A I E AND ERECT WOOD TRUSSES N ACCORDANCE WITH THE 4.4. 7, DESIGN, FABRICATE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 „ �� 1 �, FASTENING SHOULD BE TYPE W 1/4 DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM Fy ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH ASTM A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4. 5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior sotreatment, 10. FBC-R R318.1 .6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 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. C%j C c� k 0 CD 5, C= sc C m tj r"�z cu o ,- y O i0 cu W „" ry W ca 2 �. a, aqq gR((t�x 5 s � T Yi - ;..�., 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. W Q dE O 8 ,+Cq O 4 .F J 4 N CD dj V # W C W J W JLLLL tl. Z io c °' o 09 o W N �e (6 CP w LLZ on LO mZ a Z N O U v W ❑ ❑ zh c- N M o O z N z o� J � N � v 0 v o � 4-1 cn w O U0 w o w �V) U) U _ of-... ago_ E = w� C) 'o ¢ 0 N AL A o w M C"M z o Z Z < a r _ Q p += U z O o� wz N z® oa rod - o 00 o a ° ca M wz wz m ro S �L Vi ra jC a z °Y m 0 zF m � J Nm Q d aw zz o� Z 0 a meni 0 ¢aLL, z �w o m ¢o aE =� �� p Z w ¢ = h X O M IR a F C C:). 0 tr E >(n O c� 0 ^` LO CO CD co O 0- U Cn m N c9 M 0 (\ o d' F`( N Q M N r 0 E .T 2 �O cM T o z (6 z E E N M r- a E 0 Q o JOB NO' 23-00504 SCALE : AS NOTED SHEET NO. SIN E ar m-i= :rn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) S' 1.' STAPLES @ 6" O.C. VERT BETWEEN MAX �. I 16GAx1-1/2" LONG (3I4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" 7- STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) i METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = 1 "-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-011 TANK -LESS W/H H C G O O 0 5' STUB -OUT FORLO 0 9 GAS METER O '010 � U 0 F CV 0 • 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'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS FT_IL OENACONNECTIONS 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 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x p 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/211 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking k 1/8" gap x FILL CELL STD. 900 HOOK BOND BEAM w CONT. #5 > STD. 90' HOOK BAR CONT. #5 BAR ` #5 CONT. u FROM ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2„ max. � 4 max. /71 4� 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 10d nails 2x4/Plywood/OSB 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 Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) I Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall Use 3" (10d) nails at 6" o.c. 7 Required on interior walls : - for vertical load transfer Load bearing walls / when load bearing - for lateral support when joists / / meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset En up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET w N.T.S. Provide adequate bearing for each lapped joist. Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails SECTION @ INT. BRG, WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger 6,r A 1y2" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" i (y 1 0. �1-.+F,• .}1 iy1! .gam 2" li1_3s 11 rys I1-7 11!-111" 24" 2'-g' y 2' 3 7 12 1'-41' 1'-,l," 1' Z' 1 2" 1'-3" 1' ' 24' 2'-'11," 31 �,. 4, Z' 4 ! 9-4' Any 16" joist- - - Swan ! } - 16 11�„ 11_tl" 1' Z 112" 1' 7'" 2-.�, 3'-2'" 3-101, 4'-9'" 6-7" -N 7 e , 20 1'-0'" 1'4' I'_0 1' 2'" 2'--0" 24 1' 1'-1" 1' z 1'-3'" 2-6'" 3 7 4'-9' 5-10" T 2" S`-4" 9'-6" 10'-"' 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. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000S 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d �BCI6000s® BCI 6500se 9-1/2" _1 1-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5 8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) - NAILS 1 5/8"0 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) h `I! II I! II I III �_ —1 I I Nail with 10-10d nails, — Install tight to top flange. SLEEVE THRU STEM �. °. SEE PLAN FOR °. ° . • '. FOUNDATION INFO a G ° STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer 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 orequirements 0.6 X Joist p T/depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN 1 d (I lii11011 1i11I'—TTl rd ° H— • v A:- r I (2) #5 REBAR A/C CHASE 4" PVC 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 I; illlji��Tl�� 44. PLUMBING LINE PVC OR SCH40 SLEEVE 4 ° ° 4 •—IIII1I -�II `--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PLUMBING LINE PENETRATION ° ® a ° d • 'Q .d d \ . ° • d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE °. Fl— A d d°. a ea G _ a _ _ d I (I ° d SEE FND. PLN. SIZE & REINF. C _o W 2= CL r C C,I., �"-CtCu d »5 M o.12 a3'9 Qy .J - s..pl.�Rfi'tt�� 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. N tW- o E aft 0 M V 0 5 6 .0o Lo `° .mow 5 J (`N') Q C J LL W 'n JLL_ o `- d Y (6 Z W C L;E9 w o Ca N M o W 05 m w Ci LL LL Z LO NZ a J0. ;^ N V do z v U) W pEl v M .'n-- (D = N 10 — 0 00 z N � o � � J N Ln z C� o u- 4-1 C13 W M � U 0 L o Ln 1„ U O y C M Q _® O N O r, ,= W M M U_ y Q Z Z Q U_ E n E 1z❑" U O E a F p Q `� �o ¢oZ Ww �� C!J @ z ao W� m O z m J .10, ¢� 2z Z 5Z �n T a NW W m j� ~~ QZ JW =� Uti M -4-zl< a 1 � rn m m 0 ^' CID coi N CD ^ Q �G C0 O Cn m N Lii 0 7 co C) M O 't 0 L J N CNI Q M N -- E E M T c o z ICU0 z 7 fA T E N N °' a E . a ci � ¢ o c °�' JOB NO : 23-00504 SCALE : AS NOTED SHEET NO. SN 1 - -- :1 i II,I. ���... �., I .. ,, ..Ih '. LI ;LI, Ip.I:J,.�li: ikld, fJl II .-:J ,id.-. �. i. 1}i, I .i�, _- �� - - -- -- - _ I11 1 — - - FJi -mil IFTT--- 07 3 w A 0 i M N LO 0 to 0 J 0 rn 0 I rh v a i c Q O i 0 a 0 L G Jy N v U N U 0 O O 0 J I N N 0 0 0 a M 0 0 Q m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 114 P') VARIES INS 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Sri TnFNAI1 R T R, R \ FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1 r I l-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d , 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 TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO A ° BE IN ACCORDANCE w/ ASTM =1 I I=1 1=1 1-1 11=1 I I=1 11=1 11- =1 i I —III —III I I I 111=1 11=1 11=' r D7158-CLASS G or H, or ASTM 11=III=III=I I I=1 0 • 11= D3161-CLASS F, IN ' I .I I=III III —I_ °v. 441 ACCORDANCE w/ TABLE -I' I=1 I I —I I=I� III=111=1 I IE. R905.2.6.1, FLORIDA BUILDING ' =L LIl-1_—III=III I I —I CODE 7TH EDITION (2020) 8„ ��I ITI I I T II RESIDENTIAL �'' ROOF SHEATHING - SEE SCHEDULE - (RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" CJ'3 '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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 1L a NOTE:EXTEND WWF OR "FIBERMESH" "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE , L D 6 MIL VAPOR D II -I = - z - BARRIER III ; 4 I II II ' III- r COMP. SOIL. I I II (COMPACTED TO 95% ' 'JI III MODIFIED PROCTOR ir III III Tr I I ASTM D1557) 3" MIN. CLR. O #5 CHATREBAR CONT. V-4" (1 STORY) ON TYP. STD. 90 HOOK (SEE U.N.O.CHAIRS 4„ V-8" (2 STORY) .O DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q-"/, OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. (OR %" GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %"GYP. TYPE O @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE 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/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) 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 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" fF:iSIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 21' x 6 W1.4 x WWF OR FIBERMESH ATTACHMENTS 211 � ELEV4-3 1/2" z /// 31/2" MIN. 31/2" MIN. O 2x4 CONT. ,, A.F.F. N o A °• III=IILT'31/2"(min.)-4" D A 00 �-,- ' Q • III —I I r 00 r�ITlrrr — TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH GARAGE DEPTH VARIES 31/2"(min. -4" �= I _� 31/2"(min.)-4"— I—� Ti�� I f 1T-Lff iT�Tfl (2) #5 CONT.1 TI , ,III, � IIILrr;llhl I , � �III-1 4" 1'-4" 8" GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL (@ STEP CcD SHEARWALL SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (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 *SIMPSON SP1 SPACED EVENLY wl (10)10d NAILS _ 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY _ _- o0 NOTE: FOR BEARING WALL _ N T - W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION �D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE °° — — — — • _ -(1) #5 REBAR w/ OPT. ' 1=1Ti—III-I 11= 11= I -I 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ 14" 13" O.H.D. RECESS z O.H.D. RECESS CV � p' M 60 a _ I-ITI-1 I ICI I I_ I — SEE A/S3 OR J/S6 -`_I I I i IIII I i 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-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. SEE A/S3 OR J/S6 J 1� I 11 ', l I'I I I r FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2"(min.)- 4" �1-fL--1T� III ill �ITf �' I (2) #5 CONT. 41,Iii�I $ - U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 Cc�',.. �y Ps�c��E 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs'K�E NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �Ms INSULATION PER FBC AND ENERGY �/ �co UCJ 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'-0" (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS PLATE WASHER TYPICAL 5/$"DIA. EXPANSION BOLT @24 " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN, TENSION 2600#) FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2'BOLTS 6" M MAXFROM TE WWF OR FIBERMESH ; E d PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D A D GRADE 40 MIN. F = 40ksi =j r #3 & #4 LAP SPLICE v- a ° . FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a m 25" MIN. LAP [30"MIN. LAP] gI 11= _ D III I I III—j '— '-1(�I I I p D ° _ __ -- 6 MIL VAPOR BARRIER =.ILI I I I - E 1 I - „ �- #5 REINFORCING BAR R 1 7/8 • D IIII��T! I�►I r M #5 LAP SPLICE 1TLL II 111� 2 #5 CONT COMP. SOIL. (COMPACTED TO�I- 95% MODIFIED PROCTOR ASTM D1557) III ,III,_„1I1�,� 1�,1I IIII1 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB Oh 1_0" - CONT. BEAD SEALANT INTERIOR -31 /2� a Y CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E I— M 6 MIL VAPOR =r_ BARRIER (IIII � I I _I I - I TI II 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �:- 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 WWF OR FIBERMESH ; A' I S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 101, (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3A"=1'-0" S3 VARIES SEE PLAN 1 1/2RECESS FOR WWF FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G..D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO �N A SEE PLAN FOR & LAYOUT DESIGN- r, ° '. °. 711TI-III; TOP OF BEAM HTS20 SEE ROOF PLAN'- FOR STRUCTURAL a (2) BEAM SIZE & a CONNECTION INFO T •. —I l r 2x4 #2 SYP P.T. FRAMING w/ - I 1T111= II MIN 7/16 SEE A/S3lJ/S6 O.S.B. SHEATHING Td"�-4" 8' z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g LL COLUMN SIZE AND BASE rM o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w � > SIZE VARIES PER PLAN MIN. #5 VERTICALS M Q w/ (2) 00 GRADE > _j FILLED SOLID (SEE PLAN FOR -_ o w SIZE AND REINFORCEMENT) z = ? • cwll F-aW� = w Z BRICK PAVERS or SLAB PER -COMMUNITY p o `n - • •``' • • z < 1 „ /IL SPECS " a 0-0 FIN. FLR./-Ih IV FOOTING BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3 MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 1 10 o Q_ v < ®.- �= a a E �a,d-Cl- Cj ol J :-x rke .ei#ye I_� d° 0ij 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 Q �r s S n 0 1,, �mo�2 Q N d S J C u Z o_ —ern n 4 lii i rTs Z fn noco W J � Z 4 Z M N J OU W El Elco z N o z N z o � Q E3 N N a N a--r u, W O1, to U w y g -u U ) w c �' a°ri " ti JW J z z =o �ozo r� Q� o E U oLL wz z® oa I— C � 0 1, O E L co K F Q 9 2 <o Qo ww �J @ C 0 U mo 0, maw z go C) az y W O OD o aLL 1- M t 0 - H 0?i 0 O = i > CM 0 m 0 L0 =) O �>- 0- -- U) �: CN F m Ln a..+ 0 -� n f6 M Q It N <C M N �- 'n M o Z E NCC c CC a.0 Q p JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. S3 (MONO) i (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 EXTERIOR FACE OF BLOCK � ❑ STEEL AND GROUT ❑ ❑ EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (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 a ` 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" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ Fol ❑ 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. �S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 a a d a �a � 4 8' STD.90'HOOK J 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U,N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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. 0 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. G S4 WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. Q w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) 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 �71 SCALE: N.T.S. a 11 H , e ° a POURED CONCRETE BASE FOR BOTTOM OF MOUNTI BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED NG B FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ram/ 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"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 STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 nn�,n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE 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' (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 GREATER HEADER l (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (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 SIMPSON HTT4 TYP. O° �R 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. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 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 RUSS BOTTOM CHORD OR 2x4 rBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v 0- 2x TOP PLATE 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" =129 AT EA. TRUSS VERTICAL WEB 2xNAILS 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR 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 0 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 1 . ' AB., SPLICE STAGGERED . 10d @ 8" O/C T,. ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP 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. �+4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —t 0 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 —\ SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC 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) 1S (9335# SPF) N. 8" PDXIED A.T.R. Z & NUT OXIED A.T.R. Z&NUT OXIED A.T.R. Z&NUT 2X8 P.T. BOTTOM P I TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE /— 2X BLOCKING 0 -(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 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED I NA INA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES 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 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 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. CNIj o o ci ah w .r •.� �Q CL C: 'a v gr��`�d��¢��y�� - a:7Z N , 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. ma V1 E Q O M 0 N cn�Za iA Ch V # LL C LL u- ° W I^ JLL V _ W ° Z L q °' o 0 w o O: iNCO W(n , m ui Z N NZ Q J Z OU 0 ❑ b o 50 � P 4 J N z CQ) o LL t_, LU 0 W o cn w �� ooio'z r J E r I I �, o � ¢ • N o I� c=1 z w M � z zQ O i Z z g `® z. o � N." ,-, Z z a N U z oa h- r6 p o o Q Do ° K N L Qo �w J Q O 1 m 0 m <W a � z z C> Ln w io N W =L o w ao al< 0 c 0 = L > co Crn 0 2 0 L cc = 5 co 0 U U) m L.n LO Q -2 co M 0 CD d' LO N a co N �- Z M o z E (� °Ni m r 0.0 Q 0 JOB NO : 23-00504 SCALE : AS NOTED SHEET NO. S4 ! 1 1...W� I1 I I _T SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-? (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR VEXTEND APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT • @ 8-0 0/C 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 BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 10d & O11 FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR 2ND d TOE NAILS @ EA. .• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOODB ' AND 12" O.C, FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSSHEATHING ATTACHED OS 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END / EACH JOINT w/ (3)1 Old & (2)10d (NOT REQ'D WHEN /• TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16° @ 4$" 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 NAILS W/ (2) 16d TOENAILS ll 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED —'- THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 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. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION zo 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 11 (2)16d NAILS -WOOD TRUSSES zo 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 " 1 RIDGE FASTENED AT AT 24" O.C. ON TOP OF �2" EACH JOINT w/ (3) TRUSCHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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/ 1Od NAILS @ 6" O.C. EDGES AND 12" Q.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX, 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1l4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL LLB EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" O/C (2) WITH �2� 12dOT0ENAI SCKING / NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)IE SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION r SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" ,SH SCHEDULE XTACHMENT t SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO,131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 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" O/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.) `--CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. n. �9 Y CORNER JACK v w z O U HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH 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 REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4' O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Old NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d'NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX � CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 'cc � � o IMM o AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. a} � F— 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c114 C r� 00 — Lo CL- � LL_ y �® �2 �2 v e E 6,7 7 0 2 flu �ir e,ca.s •ac-���� Off\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 �E O O U 5 0 N N O.- �In 0) ��r- Q °j M C LL W u 1 a- .L "' Z % m : '(u N_m0 lw Ana, a- �° w M Z Q -{-- 1-' Z N O U U O W Co ❑ ❑ F - 2: N O �o Z W N z o � Q J Wijp) CZ N N Z '"O v CD o +-J LU 0 N (J1 w gOft c in CJ * 1�... i 8 U o N N m a w M M J z � Z Z g LL o zo >ry z to CL - 00 o¢ o� coo �z az �@ a c ¢om� 4 � FO m J .0 Z, >-w 1z ¢ Z go W c"n T 8< W0 a N H mQ ON Z 11 = o <Q ;o M 10 zI4 " h 00 0 C O i M i 0 rn m 0 ^` Co O co O ^ �/� U L— �- 0) u O "2 j M O 't O < M N r EL0 M ci Z z z E N Cn r Cn CU a U 0 G p JOB NO : 23-00504 SCALE : AS NOTED SHEET NO. S5 I I ll e,u�ie_T-F 1—il- 11.T F v.--—- . v+ 3 L1_I 0 i m 0 v E o- 0 LID 0 J 0 s I Ih i v V) vm 3 I Q N N a E H a E 2 0 w Lam. "d P 0 UI U .d 0 i 0 16 J LZ N 0 .ate+ 0 5 a- CN ICJ 0 0 a m 0 ROOF FLASH►NG AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER,CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/CCEILING & 8" O/C WALLS 112" GYP WBDOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALDIVIDE THE CONCEALED SPACE INTO APPROX. EQU07 AREAS. I III FLOOR SYSTEM ERPLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLANNOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 41 6x6 W 1 AxW 1.4 WWF OR FIBERME FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1- ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING In NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO =7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JLAYER 1/8" THICK. LU—INSULATION PER CHART ON FLOOR PLAN B R-,.)/ S6 S6ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cML v 4"x4" INSPECTION PORT AT w D_EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR c "Q s ° FINISH GRADE 00 ° ° . ... e . .d n .. ad V101T-LI1' � S BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE r I I I" I I("III-III-1 I I" \—STD. 90 `HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-011 S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER tTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 7777 TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O0 :- SEE FRAMING WEEP SCREED o z PLAN TPER MANUF. 2"x4" CROSS BRACE @ 48"SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA.INSTALLED BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED i INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK C 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF uj NOT FULL HEIGHT SHEET /C z z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w FF SOLID 2x m C BLOCKING @ ALL j C SHEATHING O EDGES (SEE m OPENING SECTION X-X Ui aU x E � 2x STUDS LU BEYOND. m SEE PLAN o O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI 1 1-1 17-11A TI rU1 MI AP+nA RA FLOOR CONNECTIONLi�� MASONRY 1ST FLR. SEE J/S6 S6 3/a SPACING 3/s @ SCALE: 3/4 -1-0" FOR ADDITIONAL INFORMATION. S 3/4" S 1/2" S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS60� SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . • e_ ° —III iTi= III- -I I I ICI I ITI I I11 I I Fri (3) #5 CONT. ON 3" 8" 1 1'_8" 8" l CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C, STAGGERED FOR SHEATHING SECTION X-X SF p�NpO� �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANV8". H z 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O z © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL w = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. m O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w Lu LL O m O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER O 6 Q m-OOrn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O M m IJ : Z wt @ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 o MEMBER IF GABLE END L 2: LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM SEE PLAN FOR REQUIRED-- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAa-v---\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 [ `r WWF OR FIBERMESH 7. E Q °. °• CV ° co -III—III—III I d I I �° ° —'l ' — I —I (3) # 5 REBAR ON 3" CHAIR r I III •.1 _81 1 W/3" MIN. CLEARANCE ALTERNATE FOOTING • 8d NAILS FOR WALL SHEATHING MUST 8E MIN .131' X 2 1/2' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE —1 00 Mill; I �I� I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 o R ' -a °6 fq7 0 9 ra CZ.� I',a o v M Co o � cc= C C a ell � ¢ r®v <n $ C: as CR n_ a) CC 3 31 o, v D r � ra v��v��t�Q�v4gl�e��5��ar�rlB'f` `r " tf�•�cJ N 0. E ^•• �• • d•��� R F 1" S SNO jp�l To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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 p1 p MO 8 rW� E N p V N O' Cl 1 0 �' co v w Q C J it-w J w u 0 Lu Z m = a y CtL :2 :L z o W 02C) W 0 m w Z - M 0 0 N Z O U U O W 00 z N in o z Co z J a N M N z W U o u_ ® U M 0 w UO W J s— � pE U � = w � �® • U 'o c ' T ¢ a 14 0 z M M J w Q z Z a ri � cc zo oo >ry a� a. O E V wz Z oa F1= s6 " -0 E `2 z r0 ��-. L p w J c n 4 p m 0 �o 0, m , o a�z aw �3 o<go o 3 mw W m FL NLL �z 3 =� 00 zl C C)i 0 > (� 0 rn W m 0 L / CO co cu O I� m U)LO N co C) M O Itt CNI °� E w M r e o z cc z N �; r _ E NCIS _ c a E �? 0 _j ¢ o JOB NO : 23-00504 SCALE : AS NOTED SHEET NO. S6 (MONO) ���IIi�J�l II if46kJ,I.�ii�Il 6 Y�" �11',�. J�dl IIIIt1A dnl llGill( Jl tilll ;i. �„ ,.I 3 v, <Y w 4- 0 i x m N p ID Cn v 0 O N 0 O J 0 an 0 I N v 7 O N O rn Q N N a E FF (D E 0 v c c J CD L� E2 v v 0 �I y 'o a 0 U J LZ N N N c, a O to 0 v 0 v SCALE: -fI' = 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6', 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I 't2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 1' = 1'-0" VV/1LL SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING C2X SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" U 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'4" -3/4 PLYWOOD ON DECK 2x8 SYP GLUED/ CKING AND NAILED TOFRAMING dFOR TS12w/2" 2x4 DRAFT 2x12STOP TREAD GLUEDAND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING B H E SECTION VIEW SCALE: 4" = 1'-0" 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 3YP CUT TO FIT %RS IN WALL i 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 —2x6 SYP ROVIDE MOISTURE PROTECTION LACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ 1 XFOR STRAP2x4 PT NOTCHED INTO STRINGETAPCONS @MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND NAILS) OF STAIR TO CONC. W/"X NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. / I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6', 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER SIN STRINGERS G--L�� E2x4 BLOCKING FOR 2x12 SIMPSON A135 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" 3/4 PLYWOO1 ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR —77/ 0 / (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 3'X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = T-0" SCALE: 1" = 1'4' F SECTION VIEW SCALE: J" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT LTO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT _TO )ISTS) H ZX 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" = 1'-0" .a >LLJ CL �s Ls a n a M -, cz cc ssN� N cc 9D cz w 3: E ,d as cm, , Cj 3 . 4 v 17._C3 c E E 4' ®� i Z , FESStaeZ�+'�� 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. W v E N o Q N 6 I (� N N °N' €. 6 ® co ,( iMMli rn N CD ik LL a J U_ — a Z Y coN C: 00 z A CO O O W o�mrn m r r 4j W Z 00 L0 N Z Q Cl) a N Z O U ¢ Ov W U ua ;. O❑ z N M 00 ¢N Z o ¢ J N c] Cir o Q� }.� cn a Li.1 —� 0 O LLJ q �y N N Lij M 50 U o y U) ° 2, N 0 o w M O> z Z Q �o �� >� Zo zo a_ o E V o° z oa F� (0 � 0 0 o ",=,E p 0 ° z z W a> az S Wz w M C: ¢o m0 O F N q0 S YZ S o C0 O LL < 0 a Z _ ti m a p az F �3 =F J cn a- oIQ a 1 o 3 Cz 0 .L O rn C� LO CID CN O � CD Y O U) m N LO 0 -2 co co O .Q ICT p N Q M N r E E M z @ Z E to T V] f6 C a E ci Q o JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. ST i 1 __77' I i ,T- — _ t-- - _.— T I A —In l__T_ P1, 1 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X4 �, Jr " (� 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"� L FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCONSTAPTAPCON 16" O.C. & 4" 2X8 BLOCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END Wl MIN. TO PRODUCT TO PRODUCT 2' EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 �"f (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 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. 3-1/4" DETAIL 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.) 1/4" MAX 2'-0" 1 X 4 FURRING ,r SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. &BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C, AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �114" MAX EMBEDMENT INTO BLOCK HEADER �t SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 111 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 TI 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 rK SCALE: N.T.S. SS SECTION A -A 8" 2'-0" 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. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y? 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, .10 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT 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: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'%" 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" A C C D . D ; D ° III —III I I �I I Irl l l- P D I=TI=T D I I —I 1—I A GRADE D p A . M D z N A. D (2) #5 REBAR. (1-STORY) 16" MIN, (1-STORY) (3) #5 RE BAR. (2-STORY) 20" MIN. (2-STORY) Of WITH MIN. 3" COVER EA, WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS �R 4*40*1 THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. #5 REPAR (TYP,) 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 A/ TD, 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d SCALE: N.T.S. 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.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 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"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?k +CFNOrN + + + + + + + + + + 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 T-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF gHPPT nq Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON SET" EPDXY MIN. 6 EMBEDMENT 8 n 3 MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3_ - z O 0 U_ O W U 0 @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: :LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL t .. @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. Ba w/ (4)1/4x1 1/2" SDS SCREWS ® INTO BAND JOIST & (4) 1/4"x2 3/4" - TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a e a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. %• a n OVERHAN •:y' ..a a: a. 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 r-0'r 5'-01' /-fINISH F ... 1.1 Y #5 BAR l.p. • 1'0 ° L CENTERED W/ s .:' ° • . , 9 H IN TOP o • a ' KNOCKOUT / 04 ° CHAIR BLOCK Ilk MONO FOOTING .0 1,° SIZE AND REINF. PER PLAN °, AND SECTION DETAILS CLEAN FILL .> ° e DIRT ? z 2 ° STANDARD o 90 HOOK i #5 BAR IN _ FILLED CELL, Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )INTACT 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 �o EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. cll�a N a� S W in � $'e c c co c. cMv Z " ®- -CcC CN Q �� m ®s e ,CDW� �, • as G j= c' E EE �•C F `a. 1.. iol ;W,.` ��S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1. N v E V 6 N r 0 7. 0 ���� .4 =� W cU_u_ a 1. Z_ m 'Ca 113 �0 0 �i n'@ CJ CO LLW in2m Z 10 CO Z H N OU o Z W o0 N C) 0 0 00 z o � J z n ch o A u, ru u, V 0 a �N co (� r co cJ loop_ E L 3 T y U o' = ai 0 ° N o z M M _ z o w Z LL E ZO �N <� E � o Wz , oa F— ni — E Q o 00 o 0� d dz p <o �Z �< oUz m� o° m J "� <w zz 3 ¢ 0� go o0 'w W aLL = 3 � < <� t7 F 1111111� cl'�o 4- 0�< ao ° .2O = 4 >M O 1 rn 0 LO Co C�o Cal Cr -14 cc O 0 �/ / m L1 / `.' �..� N O co M O r O -� N Q M N T N E M E 6 z Z = N N f � � ca � @ a E a � Q o JOB NO : 23-00504 SCALE : AS NOTED SHEET NO. SS - �wFIR -ii(ERIn irn ,:!ar i ,ua"., aria r d. 1T�i o, i W I 0 m 0 N v Cn Q N to 0 3 0 0 0 I i >U 7 Q rn o c i Q M ON i a 0 E 0 _ v C J y w o CL U i U 0 a 0 U 3 Lz N 0 O 0 O a N 0 N 0 i i= m v CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VY/ L-rvu `W Lrl'J§ I I I1V..,.., YY Lw TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH IT[ 111 14 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. '--/—WOOD TRUSS -J 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/ 4" #3 STIRRUPS AT 4'-0" TWHEN DEPTH EXCEEDS 30" ° GRADE 77� • Ii N Z V-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) * 2x8 #2 SPF RIDGE BEAM C * 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 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 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" -` • w " - -- 4 z PORCH SLAB SEE � N FOUNDATION PLAN Iw 2 z 1. ., . .. . . I :� 9; (2) #5's CONT. T&B W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH , r EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 1 SCALE: N.T.S. SCALE: N.T.S. 3 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS USSES (2) 12D NAILS — AT 12" Q.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: N.T.S. z 0 w J W w w Cn HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND * _ SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 FOUNDATION PLAN - - EXCEEDS 30" GRADE 7 NZ 1'4' ENTRY PORCH SILL 14 SCALE: N.T.S. FrWOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY INTEGRATE M KNEEWALL IN L; MAIN HOUSE REQUIRED ' MASONRY KN L= COURSES w/ W/ (1) #5 CON 1 REQ'D @ MID I I FA I ASONRY T. 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 Ak MAX 3 SOLID. SEE ELEV. I COURSE FOR BASE SIZE (3) #5's EA. WAYIT Ak SLAB PORCH SLAB SEE E - FOUNDATION LAN N PLAN ---'' (2) #5's CONT T&B w/ _ z Cq CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 W/ (12) 10d NAILS SIMPSON HUC410 w/ (14) I SEE PLAN L. FOR CANT. CENTERED AT SPLIT TO TIE 16d INTO HEADER & (6) BEAMS TOGETHER 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO - SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B OPTION B CONNECTION INFO OPTION C SCHEDU E/PLANM COMMON BM. TO POST ATTACHMENTKT� EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PLAN FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER 2x4 BASE PLATE W/ Lil SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. - i 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22N� SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) oe o CORNER SEE FOUNDATION JAI PLAN FOR MORE INFO 5" ZZ COMMON BM. ATTACHMENT SCALE: N.T.S MIDDLE CENTER OF POST to WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. rJ..* ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" Y2' 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 �. ® ° 4 A 1 GARAGE OR r g LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ 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/ EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT lk A d A A ° ° �O A ° MAIN HOUSE ° SLAB a 1 `1 A. (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT A V 4 a 4'-0" WHEN DEPTH ' ° EXCEEDS 30" iA g Q, ° ° V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. CIV M ffl C?CN a a o ro t a_ 0>a�� fj. :t: '-z cc :�r i-I cc . d-a =e d CL v IS ILI 11-0 [CL • 40 NWv I- f C l �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor9da 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 o aco 8 I' (0 0M � - � .I h 'r # J M LL � 4 J LL �Lu �� I a- — O 1 Y rMY Oi N N CO o �6 W Z NZo co Z N OU 0 co W ❑O �L N ch z co -o Q J N M U) to z 0 a-j ° U O _N 0 d z� U o Co 0 m Sm r o z w Mo Z RS E =o O zo Q N Q O E U oLL z® ❑a EC oo O ro a z a, o m Z WZ ¢o m� Z m J U O m Q W � � ¢ ° gp z z go W rn T <o az y w m a r� � r3 A � 'r w¢'° zIQ a S O °O = a >M 0 m c� '% co co N � Cfl ^ 6 co O 0 ' ^ �.. / 7 ^0 O �( C'M Itt C) ��{) N Q M N r- E M r Cz o M Z (i T_ E nJ cc a E m o U � ¢ p c JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. D1 (MONO) ;I:Iwi I. IiRiih'td1I_u. ikilhAA111 G — — — — — — — — — — — — — — —� (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). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DSO SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS e o P. 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. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE 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 WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS LE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E D F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE j D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 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 rrj ATTACHED PER NAILING SCHEDULE 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 (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF SILL (MAX. OPENING EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��" l FLOOR DECK W/ 10d NAILS @ 8"o.c. ' FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. a@ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP L r_,.� 9 1 GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT I SURFACE U 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 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 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, .' 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] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT I CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON- TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER CUSS. 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 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. a@ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C \ MAN oA PROVIDE 2x4 ON --J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --V PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 3 TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 (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 FLOOR DECK @ 8"o.c. 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 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS201w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) j 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 I (2) 2x SILL PLATE TDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. CN°a em.r 00 CC CL LU o� MC-3� -a L L1. L1 v � d � v U9 f1 � R E �.a+t�t4949lI!lS�y� � �� ) gas • �° ' o N LU FLo ��� e�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 q Q U Q 00 to t L # LL N ej M V s Q C J 2 LL w LL JLL a w Z V L @ Z Y Q o W ��m w LL Z 0 ❑ ❑ M � N O o 'o z Q J M U) U,z1CM c� o � U O W o U W J V * L U 'o N Of (0 (D 0 �® N o z M J m � Z z Q � LL E zo yN 1<& fl- o E U wz Z a oa 9 ro :g 0o o E coo 04 ao 0< az z 9L <o o W� CJ� cU ao Y _:a oW Z, m J Nm aW 3 3 Q ° ga z ga a W T w Qo W �L O° X� o w w ;o =I< a= S o O ty) O qt T ca c� L_ LO :3 O'S O ^ Cr M O U U) CN C0 LO O -E I\ 0 .� M d' O LO N Q M N I; D M z° CV c a E a ai .. U _j Q 0 -i JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. D2 La.. i a—�j, a �er�ytLFiR i WiT1—. Ti—v 7 ri fii- 3 v x W fA\ 0 i m 0 N aU C C, Q LO c0 0 J 8 LO N v cn 0 Q a N C] 0 E a� E 0 x 0 c J f/q a> E2 v 0 U 16 W 0 i 0 U J LLL N N N 0 0 0 CL cV 0 cV N v a Q m v 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 ATWINDOW 4) SEALANT JOINT BUCK TO 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 I resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO ci AM(, FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF-ADHEREDFLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING I (SEE DETAIL WP07) ne� 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING \ 1 O 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED S:iiii FLASHING F SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH 1/2" DUROCK WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1'-4" PER PLAN Refer to the number marked asRinstructionsin each detail that corresponds to the 1'-0" PER PLAN numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 4 a 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a embedded in the adhesive layer) - for ease of installation and to ° minimize scoring cuts a ° ° 5. Remove all release paper per standard installation instructions and a a adhere to substrate using a square piece of flashing material (6" x 6" ° Minimum) SLOPED MUD BED ° 6. Fold as shown by arrows a a 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner ° VINYL SHOWER PAN - a ° 8. Mechanically fasten as necessary e SLOPEEfl a ° a a Q SHOWER SEAT J In SELF-ADHER :: u SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 PROOF CAULKING CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means 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 = horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 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 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER AN 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 pp 9 g pp (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" READ ADHESIVE LEASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF 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 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1,3 1.3. In accordance with other approved methods. ' INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. `c 1 6, 6.At wall and roof intersections. water Resistant Barrier 7.7.At built-in qutters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 14 5 1 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 PLASTER STOP THIS NATU DO N, CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing /,00-.. e Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked' using Stampede or sim. caulk for all i cc kcD w� v 014 CP- � CD i" M CV O CV CV 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 Engineers signature and seal. U) W �4 E Q U 0 O tlf Q M0 C J LL W JLLiL a. Z CILN -DO' a m c d. a120 r.- N,p 0 O Wr°�a'°' �. m Cl) Z Z o W ❑❑ 0 0 C N z o d J u � I1 M z �O CD O 4--J Fu w o O V) �V) c w U) U L U P li" U o S U Q N O -D r o w M J � � Z Z LL a o E U w a o wz Z zo oa F� (O OQ Do U O E co Z �o�J co ao mo �w -j ¢� �z 3 go (n � a w w m w =K C0 Jz 3 c� .o o v w< 0l $ 0 O = > (,� IX .. O °i N 0 LO (.0 00 ^ O (Cr m N LO d' M O Co O N N LO N Q M N r cfl E Li / M Z (a z :3 E N f� r m ro e JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. WP1 i I 1: 7L I I, -- - - -----T-. i i : , .III I I i.1.�.dhiihll :hi.. is - n,ii°I 111hill I I I i I I I H RR/C,4NE Mounting) Braickets �10 Giauge +la' x 4-11?2' x z-i Z' See Anchor','Oeciule so M Washer& Self -Locking Pints Bach Cass Support (May be cut to W) Right Bracket 06 Gauge) +OF 14Self-17lrilling $CrCW 3 A/C Urtit Bottum Edge e Hurricane Strap iTypi4�l;�in flrint) Friant Cross Support (May lie cut tow) Left Bracket ('lei Gauge) # i 4 Sell-1001lntg Strews Thru Brackets UiackCross Suppc)rt Into A/C Unit Bottom Side (T•ypicalt 3 cach side for hurricane use) S{xxrFi.. s izilafeun -1..x.L-I vndu Hume-.Ar B-- ( i va laix, upon Inert � t Florida Department of Business & Professional Regulation Page t at Building Codes and Standards IVI&2021 Product Approval Application Detail h"? """ '1":�t-��"sv"_'s�"'T w'r4^,� ^sk r rr s� ? az "-+':- s ��'ar, w�-, n s. e 'S.�� a�ii>.Y ��'.. �,e?���A �>iy-st��•,%'-. � w. ',. "'�, .2rM. '�- »e:. x T• r +�,�fr'rv'r m..,�_,.,.. .[a5h.^J >.rd�t.a '__.-. - ,. _. .Coda Entity or Data 292 Dare Pending .P90 1lVD. version Manufacturer contract Enalneer&License Validated 8v V Il,@q rbirrJgL FF3C Arrorowl Apure,. Value Aflrmsfion 20M Smart Vent Products; In[, Michael Graham Hennes F. Nrsem R.E. Locke 6ao'den P.E. 12MR,`2020 42/161 ,m 1_ms/2020 Approved Category: Structural Components (677)441-8368 PE -Wirt) (334)300-1600 Subcategory: Products Introducedas a Result of infoOsmadwntcom Naw Tac inology Compliance Method.- Evalua5m Reportfrom a Florida Registered Architect ora Licensed Florida Rofeeaional Engineer FL#,582240LProdddk Quality Assurance Approved for Use Approved for Ilse Impact D"11111 $ao # Protlud Motley. Number or Name Product Deserted- Canhacl F-xoiratlan Date In HVHZ Outside KWZ Neslstant Pressure 1 SmanVerit Mode l'C154Q510 Dual Function Flood and V-1jufion Vent 123f2023 Yes Y. NIA ♦106/-100 - 2 SmadVent Modal#1540511 Dust r-orlon Flood and Ventilation Vent 12F312023 Yes Yes WA t10D4100. 3 SmadVent Model#1540-620 Insulated Flood Veni 123f2g23 Yet Yes NA +100l-100 4 srna Wen:Model#154D•521 Insulated Flood Vent 17/37/2023 Yes Yes WA 1100h100 5 SmadVent Model#1540-524 16&quot;Garage Ooor Fbar Vent 12/3fi2023 Yas Yes NtA NA 6 Smadvent Model #1540-570 Wood Well Insulated Flood Vent 12J312023 Yes Yas NIA •lwloo . S. rtVent Mad,I#1540-574 14.5&quot: Garage[I= Flood Vent 12312023 Yes Yas NIA NAA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 In4um2i ,'s'x- .-.. �.. ,< �-•s-:, -.;5 e.,s . ,... �., ,,..:._z�.��M.". ."rma _ .Sins ..._ .-, �- ` :� N_ _1���,�_��,k�� „ . __...a. X-2..�„�.s�r..,:;��€;3���,s"-�_.__..._ �= >.__ ., _ .a m, .�.: �'V^� .r,� _'>y-- Code PERMat Data Data Data Pendby 2" .Ulm Mention Manufacturer Contact Earrarar&liaense valuated as IYaidatad S,banitted FBCAnpri-I Adore,, stalus Revision 2020 Drexel Matais. Inc. Jason Shumate .Zachary R. Pratt Locke Bosyden P.E. 08r102020 MM9/2020 08/202020 10/132020 Approved Category: Roofing i5021 303.1511 PE-74021 (334) 300-180D Subcategory: Metal Rooting tshurretegd-net.com .rapllatice Method: Evaluation Report from a Florida Registered Afahilecl or a Linn-d Florida Profossichal Engineer F L7H7aT8.fla'Produels - OualitvAssurance Aooroyed for Use Approved for Use ct D.Slur $09 # Product Model. Number or Name Product Description Comrad Explrarlon Date In HVHZ Outside HVHZ jt0slaint lan,ssu or 1 Drexel Mdei Rooting bystem5 DMG 10DN8, DMC 15053, DMC 175S, DMC 20aS, 121312025 Yes No NIA +0(-180 DN05V Florida Department of Business & Professional Regulation Page 2a14 Building Codes and Standards 125M22 Product Approval Application Detail t c 4iN"� x s Y�-n- -az vFx �,.�w �.�.p,-.b1"(:U.aviaM .off, ay.�e'-�Ni. L°e�t:���.. w,.a�.�bm"mz.:4�.,EkS k+.k,.n�kx;v, u9a...#rcw.m'9:.w{�§. "`� x.�_,da�°r�w^Yi •.}�i�.lutw erz�.'b� �v 'i.,hr«'�.t,Yk,1'��,.,.0� Code Entity or Date [late Date Pantlina Cat Type Version Manufacturer Contact Engineer&,License Validated By Validated Subm !tied F66.Appraval Approved .Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 04/152021 12/312020 042212021 013108P2021 Approved category: Exterior Doak (800) 843-7628 PE-4340e (816) 767-6655 Subcategory: Slinging Exterior Door Assemblies sjaapar-h@thermetru.co Compliance Method: Evaluation Reportfrom a m Florida Registered Architect or a Licensed Florida Profasslonal Engineer FLtR20468-Rio Products OualirVAssurance Approved for Use Approved for Use Impact Deslan Seas PrtlductMpdel. Number or Name Prodoct Descnotion Contract Fxofratlon Data In HVHZ Outside HVHZ ResistantPressure 1 a. Therma-Tru Fiber -Clot k-ol Smooth -Star Nominal 68#39;8 &quotlmpact&grwt Opaque 12/312022 No Yes Yes N/A Composite Edge Fiberglass -Single Door (Inswnglo.tswing, X contlguratler) 2 b. Therma-Tru Fiber-Ch stic and Smooth -Star Nominal 6&#39;8 &quot;Impact&quot Opaque 12r312022 Ne Yes Yes NJA Composite Edge Fiberglass Single Doorwith Sidel ite,(s) (I nswing]C utsvring; XO; OX or OXO onfS""L-its) 3 a Therma-Tru Fiber-Classwand Smooth -Star Nominal 6&Ii 8 &quotlmpact&quct Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or wAthout Sidelites(InswirigliDutswing KXor OXKO configurations) N 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39 & not Ion act& not Opaque 31120 ,0 q p q, Opaq 12t 22 N o Yes Yea e 1. N A Coma osite Edge Fiberglass Single Door p d9 9. co InsvAn /Outswin ' X configuration) g 9, 9 ) 5 e. Therm•Tru Fiber -Classic andSmooth•Star Nominal 6&939'0 uo Ion act& of Opaque 12J912022 8q t P qu,W No Yes Yes A. Composite Edge Fiberglass Single Door with 9idel iis(s) (I nswi ng/Out wing; XO. OX or OXO configurations) 6 f. Therme-Tru Fiber-oassic and Smooth -Star Nominal S&#39,0 &quot;lmpact8quot, Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Double Door wth or vAthout Sidelites (InswmglOutsvAnT XXor OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotlmpast&quot; Glazed 127312022 No Yes Yes NIA Composite Eige Fiberglass Single Door (I nswoglOutswing; X cohgurabon) 8 h. Therma-Tru Flner.Classe and Smooth -Star Nominal 69#39;8 &quet;lnyyaof&quoti; Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelite(s) (InswinglOutswng; XO, OXor OXO configurations) 9 i. T er a- u F'b -Classic and Smooth -Star h m Tr er Nominal 6&#39;8 & q uotl ctil uo i Glazed 12131121Y22 m q mpg q t No Y es Yes N/ A Composite Edge Fiberglass Double Door with or without Sldelites (InswirglOutswing, XX 1x OXXO configurations) 10 J. Therma-Tru Finer -Classic and Smooth -Star Nominal 8&#39;0 8quotlmpact&quot; Glazed 12/312022 No Yes Yes N/A Composite Edge Fiberglass Single Door (Inswingloutswingl X configuration) 11 k. Therma-Tru Fiber-Cessicand Smooth -Star Nominal 8&#39;0&quotlmpact&quot Glazed 1213I2022 No Yes Yes N/A Composite Edge Fiberglass Single Door with Sidolite(s)(InswAnglOuirwbn9 XO, OXor OXO configurations) 12 I, Therma-Tru Fiber -Classic and. Smooth -Scar Nominal Bali &quot;lmpact&quot; Glazed 12YSIJ2022 No Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelttes (InswinglOutswing: XXor OXXO configurations) 13 m. Therma-Tru Ftber-Classlo and Smooth -Star Nominal 68#39;8 &quo;lmpact&quot; Glazed Molded 12131t2022 No Yea Yes N;A Open Composite Edge Fiberglass Single Door (InswinglOutswirhg; Xco ifguration) 14 n. Therm-Tru Fiber -Classic and Smooth -Star Nominal 8&#M,,8 &qudtlmpa,t&quI Glazed Molded 121312022 No Yes Yes WA Open Composite Edge Fiberglass Single Door will Glazed Molded Open Sidelite(s) (Inswing/Outswuig; XO; OX or OXO configurations) 15 0, Therma7ru Fiber -Classic and Smooth -Star Nominal 68039;8 &quotlnpact&quot; Glazed Molded 12/311= No Yes Yes NIA Open Composite Edge Flberglass Double Door with or without Glazed Molded Open Sidelites (Inswing/Outhhung; XXor OXXO configurations) 16 p.Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#3BB&qus,,Impact&quot; Opaque 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Seigle Door with Molded O en Sidelite s Inswrin IOutsv0n : XO OX r OXO P )( 9 a g configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3918 &quotlmpacAgwt, Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or n0 9 without Glazed Molded Open Sidelites (I nswing/outswing;. XX or OXXO canhguratlons) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PPr PP P.S. 1 d I 11F.W21 a- ��:�:�"�,...-_,is..�..._<��..�.:...�.-„`4�`�>_.,,T. �....�,:,..�...,4:�.,.ir:..�.r��,....=-rn�-�'�Ss.t,-_m'°... "�",��`�.:.,.��'•�_�_. ��.;vs•r- �.__ .�..f��:z�.e�,�_£�`1���,�i &gig Entity er Data rate Data Panoino 2& MM Version Manufacturer contact Enalnser& ucense Valldated By validated 4uns es' FBCApproval ro d status Revision 2020 PGTlnduetrias Jens R.-Al Miami -Dade BCCO -CER Mimi -Dade BCCO-VAL 11J1912020 102512020 1124/2020 Approved Category: Exterior Doors (941) 483-0100 (786) 315-2590 SubCaiegary, Siding Exleda D- Assern6liea Jroaawakl@pgtintlusmes.e.. ComplianceM rtil Certlflcaten Mars or Using om E4�i�+.R3a Roaocts -- QuaI1N Assuralto Approved for Use Approved for Use Iym"et ptft alia" Product Modal. Number or Name Product P.-b." Contract Extaretlon f3ala M HVHZ outside HyHz Resretant Pressure a SG0.5570(Lar9c Mlsslefrripatl) Vinyl Sliding Glass Door 04H42021 Yes Yes Yea NiA August 10, 2022 "'T APP'""IVAL SPECIFI'ATION SHEET (2022) 1aF%%JUUL; As required by Florida Statute 553.842 and Florida Administratirle Code 9672E please provide the infibirmation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Cate 1. EXTERIOR DOORS ITherm A. SWINGING aTru Filer -Classic and mooch -Star (NON -IMPACT), T, FL204 1 A +67.0/-57..0 psf 12/31/2022 ThermaTru Fiber -Classic andSmooth-Star (IMPACT) FL20468 +67.0I 7.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMP T)l FL20470 +80.0/-30,0 psf 12/31/2022 B. SLIDING M1 Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0140.0 psi' 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100I +30 #1105 (8 7) FL8248,3 +311,0t-35r0 psf 12/3112023 'Mayne -Dalton Series 8000/8100/ 00 #1123 (16X7) FL8248,10 +30,0I-33, psf 12/3112023 Wayne -Dalton Series 80001810018200 #1124 (18 ') FL8248.11 +34,4d-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 07 707 727.747 a d 847 Si Pairs of Doors 6 1 1 1 � n Single & a FL11537, 1 N/A (see rust sht � e � 12/3112025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50,01-60,.0 psf 101812023 PGT Series 5500 FL239,2 N/A 7/30/2025 Pella Corporation Series 10/20 F L11206 + 35. 01-35.0 psi' 6/ 17/2027 Pella Corporation Pella 10 Series FL16603 +60,01-60.0 psi' 6/221,2023 B. HORIZONTAL SLIDER Mi Windows and Doors Series 188 FL15351.1 +515..01-55.0 psf 1"" 2/1612024 Pella Corporation Series 10120 FL11161 +30.0/-30,0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60,01-60,0 psi' 4/312023 PGT Series 5520 FL243.5 N/A 413012025 Pella Corporation Series 10120 FL6694 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL153531 N/A 12/31/2024 PGT Series 5500 F L261.1 NIA 5/2612026 E. OTHER 31. PAirIEL WALL A. SIDING James Hardie BuildingProd. Cent lank La Siding and HardiePlank La Siding p p g P g FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soft FL16544 R5 +54,21-54.2 psi' 7/30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N1A 12/1612022 B, UNDERLAYMENTS Tamko (for Shingle Roof) 15Ib Felt Underleyment FL12328 NIA 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSIICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918..4 NIA 91912026 . Florida Metal Products,Inc Vent RV 10 F L21580.3 NIA 12/31/2024 Lomanc+ol Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 f p 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 WA 12/31/2025 Boral Tile Saxony 900 FL7849,16 - FL7849.20 WA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS1 DMC 15OSSt DMC 175SF DMC 200S, DMC 5V FL17679.1 +01-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvalnized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters � glass Galvanized Steel Storm s rm Panel FL17869.1 NI A 12/31/2022 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999..1 - FL1 999.4 N/A 12/31/20214 MiTek Industries, Inc. Truss Plates FL2197..1 - FL219T5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLr PSL, LSL FL6527,1 - FL6527,5 NIA 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NtA 5/25/2024 i' to id not demonstrate product approval at plan renew. I understand that at the time of inspection of these products, the following information must be The products rated below d on p it pp p p p g available to the inspector on the jobsite„ 1 copy of the product approval, 2j, Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1r252022 Product Approval Application Detail Cade Entity or ggtg Die Date Pend Ina PAR Tie Version Manufacturer Contact Enatneer& License Validated By Validated Sudmitted FBC Approval Approved Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 07123/2020 07112f2020 07/29/2020 1011312020 Approved Catagory: Exterior Doers (800) 843-7628 PE-43409 (813) 767-6555 Subcategory. Seirigirg Exterior DoorAssembliessJasperwn®thermatm ce Compllance Mottled: Evaluation Report from a m Florida Registered ArchRed or a Licensed Fiords Profeasional Engineer 51,:01120470-R3 Products Duality Assurance Aoorovedfor Use Annrovedfor Use Impact Design. Sea # Prod Unit Model Number or Name. Product Desariatipn Caltract Expiration Date In HVHZ Outside HVRZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smoath-Star Nominal8&#39;8 Squotimpact&quot Opaque 12131r2022 Yes Yes Yes N!A Composite Edge Fiberglass Single Door 111-hng/Outswing;X nfguration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal OWGI.8 aquotimpact&quot Opaque 12131f2022 Yes. Yes Yes N/A Composite Edge Fiberglass Single Doorwith Sdelite(s) (Inswing/Outsvving XO; OXor OXO conflgcations) 3 c. Therma-Tru Fibar-Classm and Smooth -Star Nominal 6&039;8 &quot Impact&quot Opaque 12J312022 Yes Yes Yes NIA ' Composite Edge Fiberglass Double Door with or without SldelHes (InswinglOi niAng, XX or OXXO configurations) 4 d. Therma-Tru Rber-Classic and Smooth -Star Nominal 8&#39;0 &quotlmpact&quot Opaque 12f31/2022 Yes Yes Yea NA. Composite Edge Fiberglass Single Door (Inswnnglo"I'mng- X configuration) 5 a. Therms-Tru Fibx-Cl... io and Smooth -Star Nominal 8&#3g;0 &qupblmpad&quot Opaque 1213112022 Yes Yes Yes NIA composite Edge Fiberglass Single Doorwfth Sidelite(s) orar AnWOulawing; XO, OXor OXO configurations) 6 f. Therma-Tru Fiber-Classo and Smooth -Star Nominal8&#39,,0 &qu0tlmpact&quo1; Opaque 12/31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (InewingiOutsmig; XX or OXXO configurations) 7 mh g, Thea-Tru Fiber -Classic and Emooth-Star Nominal 6&#39;88,ciuotimpact&quotGlued 1D31QO22 Yes Yes Y. NIA Composite Edge Fiberglass Single Door (InswinglOutswing; X configuration) 8 It Therma-Tru Fiber-Ctassioand Smooth -Star Nominal 8&-#398 &quoklmpact&qucrL Glazed 12J31 r2022 Yes Yes Yes N!A Composite Edge Fiberglass Single Door nAh Sidelke(s) (Insming/Outsw rig; XO, OX or OXO mrifguraGons) 9 i Therma-Tru Fiber-Classicand. SmoothStar Nominal8&N39;8&quotlmpact&quot Glazed 1213112022 Yes Yes Yes NIA Compealte Edge Fiberglass Double Door with or without sldalitee (InswinglOulswing, XX or OXXO configurations) 10 J.Therma-Tru Fiber-Clsealc and Smooth -Star Nominal 8&#39,0&quot;lmpact&quct Glazed I2J3112022 Yes Yes Yes NIA Composite. Edge Fiberglass Single Door (Inswng/Oulswing; X canfiguretion) 11 k.Therm@-Tru Fbar-Classic and'Smooth.Star Nominal 8&#3"&quot;lmpact&quc ;;Glazed 1Wit 2022 Yes Yes Yes WA Composite. Edge Fiberglass Single Door with Side@e(s) Onavnngtoutswrig; XO, OX or OXO configurations) 12 1,a T Thermru Fitter -Classic and Smooth-Starmi Nonal8&#39;08,quotlmpad&qupt Glazed 12J31i2022 Yes Yes Yes NIA Comp -me Edge Fiberglass Double Door with or without Sideliters (D9M glOutswing: XX or OXXO configurations) 13 m, Therma-Tru Flber-Classic and SnnothShar Nominal 6&#3g:8 &gUonImpact&quei; Opaque 121312022 Yes Yes Yes NfA Composite Edge Fiberglass Single Doormth &quor,Non-Irrgmact&quot; Sidelite(s) linswng/Outtcwing; XO, OX or OXO configuration*) 14 n. Therma-Tru Rber-Classlo and Smoethn Star Nominal 6&#39;8 &gvxVJmpact&quot Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with &quotNon-Impact&quot: Siclsites (Inswin;hOut-ing; O)(XO configuration) 15 o.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quotimpact&qual.Opaque 12131)2022 Yes Yes Yes NIA Composite Edge Fiberglass Slagle Door with &quotNon-Impact&qu.1; Sidelite(s) (I nswinwoutswing; X0, OX or OXo aonhg urations) 16 p, Therma-Tru Fiber-Clesse, and Smooth -Star Nominal a&#39,o &quot Impact&quot Opaque 12131 Q022 Vet Yes Yea NIA Composite Edge Fiberglass Double Door with &quotNon-Impact&quot; Sidelitas(1nswinglOutevAng; OXXO configuration) 17 q. Therma Tru Fiber -Classic end Smooth -Star Nominal8&#39;8&quot;Nondmpaor&qul::Opaque 121312022 Yes Yes No NIA Composite Edge Flberglass Single Door (InswngfOutsvving; X Configuration) 18 r. Therma-Tru Fiber-Cassicand Smooth-Slar Nominal 8&#39,8 &quot:Non-Impact&quot Opaque 1 V3112022 Yes Yes No NIA Composite Edge Fiberglass Single Doorwnth Sideltte(s) (InswinglOutswing; XO, OX or OXO configurations) 19 s.Therma-Tru Fiber -Classic and. Smoom-Star Nominal8&#39;8&quotNon-Impact&quct; Opaque 12t3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door win or without Sidelitrs (Inswing)Outswnng; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 &quotNon-Impact&quot Opaque 12131/2022 Yes Yes No N!A Composite Edge Fiberglass Single Door (Inswing/Outswing; X -fig-ton) 21 u. Therma-Ton Rber-Classio and Smooth -Star Nominal8&#39;0 &quotNon-Impaat&quot Opaque 12)3112022 Yes Yes No N!A Composite Edge Fiberglass Single Door with Sidelite(s) (InswinolOulansmg: X0, OXor OXO conflauratlons) 22 v. Tharma-Tru Fiber-Cl assrcand:Smoot -St- Nominal S&#39;0&quot,Nan-Impact&quIt; Cleaque 12131/2022 Yes Yes No NIA Composite Edge FI berglass Double Door A. or without Sidelites (Inswing(Outswing• XXor OXXO configurslions) 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal 084398 8vquQ0Qn-Impact&quota Glazed 12W12022 Yes Yes No WA Composite Edge' Fiberglass Single Door (Inswing/outswing; X mrifiguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 0&#391,8 &quot:Non-Impact&quot; Glazed 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with :SIdlaft(s) (InsWhooutsw6ng; XO, OX of OXO .configurations) 25 y. Therma-Tru Fiber -Classic and Smooth -Star Nomih@I 8&#39;8&quotNon-Impact&quot; Glazed 12f312022 Yes Yes No WA Composite Edge Flberglass Double Door with or without SMelites (Inswing/OutswAng; XX or OXXO Wrnfl9urA11aneJ 26 z. Thertne-7ru Fiber-Classlo and Smooth -Star Nominal 8&H39;0&quot;Non-Impad&quot) Glazed 12/3112022 Yes Yes No N1A Composite Edge Fiberglass Single Door 0nawinglOutswi g; X configuration) 2 7 z . The -Tru Fiber-C assic and Srr�Wi-Star a rma I Nominal 8&#39:0& uotNon- d& uo Glazed q Iin q t 12131/2022 Yes Yes No WA le Composite Edge Fiberglass Single D-with Sidel Refs) qr swing/Out.W ng; XO; Oxen OXO configurations) 28 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quot:Non-Impaci&quot Glazed 1213112022 Yes Yes No NJA Composite Edge Fiberglass Double Door with or Without Sidelites (Inswing/Outswing; XXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 & 2 115/2021 Coe Entity W Date Data Oate Pending Data Tvoa Version Manufacturvr Comas' En,i-.&Licausa Validated Ik VaNtlatetl $gJ�'t d FBC Aomoyal A,=wd Status Revision 2020 MI Ydndgel9 and D001'9 Brml Sitlinger Luis Roberto Lomas Steven M Urich, PE IOJOW2029 10/082020 10/192020 1211MG20 Approved Category: Exterior Deals (71713s5-3300 PE-82514 1717)317-8454 SubCategory: Sliding: Exterior Dog Assemblies bsitungeromnvdoom Compliance Method Evaluation Report from.. Florida Registered Architect one Licensed Flange Rofesslonal Engineer - Pi.#15 .ge ProtluMa... QualltyAsytianoe Aowoyodfor USe Approyrd for Use Impaot Deslan 8000 Product Model. Witter or Name Product DescNdlon contract Expiration, Dah, in HvHZ Outside HVHZ Resistant Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12012024 No Yes No N/A 145-3J4&quotx808quot; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES420ALUMINU MSGD OX. XO 'XX 121312024 No Yas No WA 96&qudpi80&quo1; NON REINFORCED 3 SERIES 420 ALUMINUM SGO REINFORCED. SERIES 420ALUMMUM SGD REINFORCEDOXO 1MIJ2024 No Yes No rVA 145-V, ucl;x66&Aud; 4 SERIEa 420ALUMINUMSGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 12/312024 No Yes No WA XO, XX96&quotx98&quo`: 1 5 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUMSGD REINFORCED XXX 12/31/1024 No Yes No N/A 143&quot;x95&gmt, Florida Department of Business & Professional Regulation Pass I of 2 Building Codes and Standards 102021 Product Approval ' A Application Detail PP n • -u' '�r}0vn`d n' ' .. ., _ .„ . „Xr 1iy". "s'"4-�w[m�. .,r �'s'A��'i). �4"'��#'T'r$yv�" �'^ss"'}�. 3 r � Z'Y753.nb.....x'01. - - .� ,. . ' ,,, - � >... +S,3k'*. a� ;&1',"i d, - . G=•.'�'dd:�3�' . `�. Code a FstIN or Data Data Data PundIjm M19 T ie Version Manufacturer Contact Enaineer& License Validated By Validated dated Submitted F50 Awroval Approved Status RW9& 2020 WaYn a -Dalton, a dvisron at Overhead Door Vv yna Kcm sh Jahn E. Sates Jamey P. Arneson. P.E. 1D/122D20 092912020 1002020 12J162020 Appreved Corporatlon (330)763-8121 PE-51737 (904) 821-52M Category: Extedor Doors dkomishQwayna-dalton.c SulaCalegary: Sactlmal Exterior D-As-blies on, Compllancahlethod: Evaluation Report from a Florida Registered Architect or a Licensed Fields Professlonp Engineer FLe82411--R20 Products - Sao# Product Model. Number or Nam Quality Assurance Awrgvad for Use Product Description Contract Expiration Date h,H Z Awroved for Use outside HVHZ funnel Deslan Resistant Pressure 3 80W/61D0/8200#1105 5&lk35; Mex ntldth. l4&#3S: Max height. dazing 121312023 No Yes Yes +31.001-35.00 &vellabl4In top w intermediate section. 10 8000/6100 200#1123 168,09; Max midth. 146#39; Max height Glazing121312023 No Yas Y., +30.001-33.50 evil in top a Intermediate Section. 11 800018100l8200#1124 1661139: Max width. i4&#39: Max height. Glazing 12/312023 No. Yes Yes +34,401-3a.30 avallable in top or bnrennediate a.11.,10e. Florida Department of Business & Professional Regulation Fagot dl Building Codes and Standards I152021 Product Approval Application Detail Code Emily or29k Data Date Pending 20 T oe V... I- Manufas'urer COMad Enivrmer&License vagdarea ev yntieat ,g submitted FBC Approval Anorovatl status Re,isidn 2020 Carlos Division of AADG. Inc. Tom Rrday UL LLC Troy Bishop. P.E. 12%02020 12/012020 g22imz0 Approved Category: Exterior xtedor Doors 4641I 494-2813 a47-0880 0954 ) Subcategory: Exteror Deor CCntponent9 tan. aft ylly-dnley.co Compliance Methotl; Mark or Living m FL#11W.Ra Products - - Quality Assurance ADUr fifer Use Approved for Use Impact tiesial, sec k.: Protlud Mgdel.N open or Name Prgduct D-0,0 non Cgnlred Exoiratlg, Date In HVHZ Pull NYHZ Resistant Pressure 1 607, ?07, 727 747, 757.'77T sntl 847 Single antl P51rs of Flush, Osseo, antl Louvered sIngi. end pairs or 12312025 Y. Yes Yes N/A Doers hollow metal doors Florida Department of Business & Professional Regulation Pa 9 raga 1 z Building Codes and Standards Product Approval Application Detail eroa •nrvw., .�.� .e _ a , y ¢.a .m.E. aYSz.w.x sse'-,,..Y..._-....-...--�._. .,... ' t..s�t ea_�-.�� afiv*a+.-r�i. rt`k'7, 3� 6.-. 9._«u. .Gi�..,�rt.`Y e -_ Code Ellfin,or Data Data Date Paudina Date T L Version Manufxturer CVontad Engineer & License validated 5y validated ^uu tIar FBC Awmval Ayermuld Status. R.,isim 2D20 MI VVlndaes and Doors Brent Slthriger American.Architedtural Steven M,Urlch, PE 1m/17Y2020 1ill 72070 1127/2020 Approved Category: Vtlndgws (717)365-3300 Manufaotwers Assogiepon (717)317-8454 Subcategory,. Single Hung b.,HingerQ.mirrd.com Compllance Method: Certli cation Marc ar Listing Quality Assurance Awrayed for Use A. -ad for Use (mgggL Deslan §gq•g Product Model, Number or: Name. Product De,thstion Contract Expiration Date In HVHZ Outside HVHZ Resistant PRseure 2 1115 SH 52x72 Fin/Flange Frame IG/SG Engle Hung 10/082023 NO Yes No +601-60. Laminated Glass ..r_a CD N fit -CD .+._. CD 0 O • C5 - W�t ^^'' a) CV 0co 4�r� ♦���11e (+, 0 M O M lO CZ .N W E O 2 2 i^.L C_ ca ii .= �e/p.'0 V J,�I i< a Z Z W J 4" �� CIQ a) o CVco 00 t11 all- O G t� tO r.-)' N _ $ w LL_ C L4" � to t0 CJ mw •4A � IN >G V1 � ty c- tt5 N � a c: vy-cc ra t7l Qa .� to a� tx •� � $e cn (1) W N 0 > CL 0 s'� U 0 W M� W CL H O L� W Q �✓ z J Z Q SHEET N0. PA 1.0. Florida Department of Business & Professional Regulation Pages of 9 Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation page I Of I Florida Department of Business &Professicural Regulation P a 1 of 2 Building Codes and Standards IfZ5M22 Building Codes and Standards Building Codes and Standards 1&2D21 Building Codes and Standards ,a) 2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CL 0 0- 0 rode Entil Daft Date Date Pending Date antity o Dd- ow- oat. I'miling we C6 Type Version Manufacture Contact Friculneer & License Validated Validated ScAlmlIttell FBC Approwrl Approved stat. Code Type Vartleth fitinnufaclunfir linfliv p 20-1 29, Contest engineer License Validated BY verdalrad lartimli Data pardin. Pad AppoPial Approved Status Cool. I= Version Entity or lidgimun-& Lt.-.& Do Validated Submitted Date Pending Fad Atsmoval Me A,,,,,d Rat- M121 Vinci c E..I-.r & Licenla Validated 8, Vlidted Submitted Z99.669myli. A,=,d Status -4- R-W., 2020 Th­.Tn� Corporation Category., Exterior Dcaurs Steve J..p.-n Lyndon F. Schmidi, P E. Ryan J. King. RE l Of07/2021 (800) 643-7628 PE-43409 (813) 767-6655 owl 60021 1 Q'l 3,12021 121ISM21 Appr.-d Affifirnatibn 2020 PGTI,d.at,I.. Jens R-criesid MCCO - CER Miaml-DOd. SCCC, - VAL 1 U352029 11005r42Q 1111IM20 Appr-d Rd,fal­ 2020 MI Wifid-s end Door. BrentSIAW Afinvican Ardliftestvial btemen M. Lklm. PE 1MEM20 IWW020 loila'.W20 Appr-d R.vilioh 2[i MI WFd-..Fd Doms Category: Windows ErentStlirgarr Steven lt Ufth, PE 11122=20 1112212020 111QW020 Appr-d c717� 365-3300 Manufacturers Alsccvidroh f7i7)317-8454 -4.- U5 Subcategory: wriging Etarknr Door AlsembliOut sjasfsTsOn@thsmFa1ru.cc, GategoW. Wird- (941) 486-0100 (786) 315-2W CategorF. Windows SubCateocir. Horizontal SlIchfir (r`17I 386-3300 I717)31F-8414 d,rfiF­gmrgn,I,sd- SbCAugni Rmatl ICU Compliance Method: E,nidation Reportfroma m Suboatagorr. Single Hung C-Pilmr- Matincid: Certification Rinark Listimig Compliance firethad: Certification Mark Or Listing Cminplimice Method- Ceirlifi-timi Mair, Listing :2 Florida Registered Arnhill are Licensed Florida -0 Professional Enginearr P1,1239-flimpro4ul FL*TM5I,A8 Products FLO1153i Products (D FL#2046i-R7 Pr*duts As—,, Aggararkadforils, Acktranduffiarths, Inmost Dwn QnWlry Assurance Approvedfor-Use, Approved for Us. liffliact Deitch CnmI[N Atudirrange Acinnovad for Use Ancroved for U, kindest Dll- 0 CL = 0 ?�: Dare HVHZ HVMZ a-# Pomiuctil,ficlal Produt Dasorkficim, 1, HVHZ Outside HVHz R,lkt-I P,,,, Sao Product Model. Number or blame Ce Product description ntract Expedient Date In HVHZ Cutsdo MVHZ assistant Pressure Quality Assurauncer Approvedforthae AixtrictuadforUser Impact 0-tan Soo Prooldrot Model Number or Nerne Product Didsc,fipten Contract Expiration In yes oAdde, Resistant Pressure Yes yes N,A 1 1115 PW 73. 7`2 CJ.,e 04103/2023 No yes No -sol-60 0 S-q X Product Model, Num be r or Name Product Description Contract Expiration Date in HV1HZ Outside HVHZ Resistant P .. sure 2 SH5500 (Large Most, dix,e) Viryl ia.9d Hung Wind- OU30,2025 1 HS 188 Fin andlFtane Freddie, 73.62 firwist.cl Us. 02/11312024 No Yes NO .55/Z5 CZ 1 a, Thermo-Tru Fille,r-Glassicr and Smooth -Star Nominal 6&#39;8 8quct;Nan-lmpsaot&quot Opaque 12r3lf2Q22 No Yes No MIA 0 CD > Composite Existre Fiberglass Single Door X configuration) C) 2 d. Therma-Tru Ricer -Classic, and Smooth -Star Nominal 69#39,8 8quot.Non-Impacl&quot Opaque 12131/2022 Composite Edge Fiberglass Single Doorrmth No Y_ No NIA E 2 Sidelite(s) IlrevongtOurtswrig� XO, OX a OXO CU !E ucu) CL 3 c. Ther-Tru NomIn2I6&,1QQ;8 i%quot Non-Impactl3cluot: Opaque 12J3112022 No Yes No NJA 40 Fiberglass Composite E�dgre Double Door wth or < without Sidefitics (Insv0ril1Ou,Fswng�)O(cx­ OYXO configurations) 4 d Then-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;0 Squ-0-n-imput5quot Opaque IM112022 No yes No NIA Composite Edge PlIberglasis Single Dodar 5 e. Tharma­T� Fiber-Claseld and Smooth -Star tj nswingrOutswing; X configuration) Nominal 7&#39:0 &cIucCNon-hmpad1&quot; Opaque 12/3112022 No yes No NIA Composite Edge Door with Sidelfitti 0nsvAnWCutsvvmT X0. OX OF OXO 6 I. Ther-Tru RbO,r-Classlc and Smooth -Star configwreficrts) Norminal B&#39D&quOt;NQn­Impact&qu0t: Opaque 1213112022 No year No NtA Florida Department of Business & Professional Regulation aeI f I Florida Department of Business Professional Regulation asi of i Florida Department of Business & Professional Regulation P.g. i at I Composite Edge FIberglast,Single Door Building Codes and Standards IIN2021 Building Codes and Standards IFJ2021 Building Codes and Standards 1AW21 (InsvvingirOutswing; X configuration) 7 g, ThQrma-Tru 'ber-Classio and S-th-Star Nominal Opaque 1215112022 Composite Edge FiberglasesSinglas Doon-Ath No Yes No WA Product Approval Application Detail ProductApprovall Application Detail Product Approval Application Detail Cre,dinglOutswing; XO, CX. OXO 8 It, Themna-Trut Pilb-Classio and Smoth-Ster Nominal 6039;0SquotNcm-Impac,tSquot,, Opaque 1213112022 No Yes No WA Comptzits Edge Fiberglass Double Docr with or entit, or Data Cot, Qt- Erdill Date onto Date Pdin, Code Entity Pwri nend. vAthout Sidelfitlers (InswinglOutavving; XXor OXXO donlig.rartorts) ersionontct& U-,, Validated By Validated Submitted FBC A,,h,l A,-vOd Status version Contact Uo­ Valited 0, yslidted Submitted red Aptno� Status T­ VOMIDIP 11110111faCtUrfir Contest ramill & LIO-144 Validated By Vadiclated submitted FBC Alacroyal Approved Status 9 i. Thermat-Tou Filber-Classic add Smoroth-Star Nominal Glazed 12/al/2022 No Yee No MIA Affiftel 20M PST Industries Jmu' N .... W MI..i-D.da 9CC0 - CIER MI-J-Ded. BDC0 - VAL 1IM0211 110SM20 1111 112M Appr"d Remm.n 2020 MI Ord- rd Doms WON antlidger Luis R L-.,. PF Steven M. UrIch, PF 10)08=20 101060020 1011012D20 1211512020 Approved Affirradiont 2D20 PGTInductrim Jens Miami ECCO - CrR Miard-Dado BCCD - VAL 11)0512D20 11M5,12020 1 11 V2020 Aprpn�od Composite Edge Fiberglass Single Door Catog.,y: (941) 486-01 01) (786) 315-2590 CA.Iii Wind.,,!. (717) 355-330a PE-82514 91-0317-8454 Gltians: WFd..a (9141) 4M-0100 (786) 315-2590 (InsvonglOutswing, X midiguretich) 9.1cCat.g.1y: Flud Inso'eaklapildraduaies.c suldnatoginq: Mullions InsIttingeraml.d.cmin, Subcategory: jroswskfi@P9t1ndusmosd 10 J. Ther-Tru Filbef-Classic and Smcoth-Star Nominal S&#39;8 &quothor-Impactliquot; Glazed 12431 12022 Composite Edge Fibeglass Single Doorvvth No yes No WA C-pil area Methodt Mark Ustin g on Compliance Method: Evaluation Report from a Florida Registered Arorlied One Licensed Florida Carnpilvics; Method: Mark Lfairr�q ON (InsWD.tsvAng; XQ, OX or OXO FL*243,1124 Product Professional Engineer 11 k Therma-Tru Fiber-CF-ic and Smouth-star ocinfigurations) Nominal 6U39:8&quot:Non-Impac1aqui Glazed 1213112022 No Yes No NIA A,surm- fter-elfartis, Acorovidifortkne ended D.sican Quality, Oks-finar, A,,,-,d par Us, Auntircandfor thus impact Z Composite Edge Fiberglass Double Door with or S-0 Product: Model, flrnlon, or Name Contract ErationDole in HVHZ Weirl, HVH Resistant Pressure PrQducT Model. Number or Name Product Description Contract Expiration Dane hill oultildo HVHZ flastemot Pf"scre Without Sidelfibes triewingtrOutewng, XY, or OXXO 5 PW-5520 iL.g. Missile I.Pct) 1APyl Fi..d Wrid- OAM/2025 Yes Yes Yes MIA Qualtibrits,urance Andrusedfar use Austfing"d for Use breach cast- 1 Mufflona for All Do- an d Wind.te Aluminum Mullions 05126,2026 Yes yet Yes K,A canfiguraton.) 8-0 Prodt Model. Nuim prct Contract Exintretion Dar. In HVMIZ outside HVM2 R,Wt,,t phadanuns 12 L Therma-Tou Filber-Clandisic and Smooth -Star Nominal 7&#39;0&quot�Non­ImpadV3quoL Glazed 1213112022 No Yes No NIA 2 $764 vort'ad Mullion i2P31IJ2024 No Yet Yes NYA Compoeil,5 Edge Fild"nasis Sing le Door 0nskMn@[Outswnrj: Xcionfigunation) 13 Therond-Tru Sr-.ih-Str Nominal 7U39;0 iq..t-,N.,I G!, .. d 1213112M Nib yes No NiA Composite Edge Rbergase. Single Door vAth Sidelite(s) OnewrEVOutrawng� XO, OX or CXO configuration.) 14 rr, Therma-7ru Fliber-Classloand Smoth-Star Nordfirial a&#39;Q&quoI,:Non_Jmp;act&quot,, Glazed 1213112022 No Yet No NJA Z Composite Edge Flicergicisn; Single Door (inswingirOul,swing, X Configuration) 15 o. Themma-Tru Fiber-Classn, and Smooth -Star Nominal 8&939:04iqUQtNdn-Impact�,qucrL Glued 12131f2022 No Yes No NIA Composite Edge Filai,rigest, Single Door with Sidelite(s) (In5Wrg1Cutswmg�XQ, OXor OXO Florida Department of Business & Professional Regulation ae1 I Florida Department of Business Professional Regulation p.g,z.fz Florida Department of Business Professional Regulation I rf 2 IS p. Th.-.7. Filb.-rlivisk, and Srn.otd�Star conflilurations) Nominal Bil &quc,t,No�IdPact&quct, Glazed 12/31f2022 Composite Edge Fiberglass Double Door with or No yes No N�A Building Codes and Standards 102021 Building Codes and Standards 10=21 Building Godes and Standards V&2021 wthout $idelices XX of CXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Themnes-Tru Filb-Cessic and 6-th-Sba, Nominal 3039:8 &quaL,.Nod-Imlpact&quot; Opaque 12i3ji2022 No yas, No NIA Composite Edge lelbergiateaSing Is Door with Trarsnm 16 r Therma-Tru Fiber-Cialsic, and $ryooth-Star (I nswing/Outsvn5; DIX configuration) N-inal 6&#30;8 &qu.t;Nor­hrnpadtequcn� Opaque 126112022 No Yes No NIA code Entity or owe Mt- care Pnding VA@ Entity or Ent* [Mr. Composite, Edge Fiberglass. Sing I. Coror vith Sid.lit.t.) add T,.n-m ONO. O/OX or OJOXO configuraticinst) T"as Vat,',, Mai-feehurim 2020 James Handle Building Products, Im Crd,ct Ermin ... O, Vlidated By Validted Submitted Chad Disrks V, Arnlrc,v Tan John Southard. RE, 61I)SM21 12d,IM20 FSC And -I oifoac2021 Otto FBC Appn V-I,,, Reduslari 2020 Abide caantast Lt..- Validated W Nick Tharnplan Lyrda� F.Schudid, P.E, Ry- J, KIFg, P�G. Vifirchilad Sical 07?15(2021 02n&2021 Pao AO,,v,l =22J2021 A---d 34i`13120�1 mom Approvad Wes, Venson Manufacturer Re,olmn 2029 GAP contact Ensibitar 4, Llconw Validated stir Validated $ppinfittoci i Approval Approved Status Mi. a.] Man Robert NI-Iren John W. Kn-vich, PE DwNrel)20 0901M20 10102J2020 1211512020 Approved 19 s. Therma-Tru Fiber-Clasaic and Smooth -Star Nominal 6&#�!);DgquDtNon-Irripact&quot Opaque 121311=2 No Yes No WA calorgay: P..I W.M. (Nor 545-8359 PE-81ou (352) 307-2526 Category: Panel Wells (330)922-2389 PE-43409 (815) 7137-13555 Gehigicnry; Rodent (800) 706-3411 PE-59166 (1?54) 772-Z224 Composite Edge Pberg rates Single Door %vith subcategory: sOing subcategory: S&O mhcmp-@.I,,d­ Subcategory: Awhat,-dil Sidaiiad(l) OnswinglOutsoving XO, OX or OXO Compliance filethodt Evaluation Report from a Complierts, Method: Evaluation R,p,rt fiermi 3 Method: Evaluation Report from . GcmVnu... Head an] Sill Monde Regsherad Archinset- 1-1—d Honda Fudd. Registered Arlhlts�t U-.d Fiord. Fierce Regi,tatolArchitet U-.d Florid. 20 t Tramna-Tru Fber-Ciassio and Smooth-Sbar (Nominal SU349;0 &qu&4Non.lm;aaot&q..t; Opaq- 12i3IJ2M NO Yet No MIA Professional Engineer professional Engineer Composite Edge Fiberglass Single Door with OnswngfOut.whig XO, OX Or OXO FL#I3192,Rr, Prouc5217415 Pml Panjuabit 21 u. Them-n-Trui Fiber.Classio and Smooth-Staf Combnuous Head and Sill configurations) Nominal tionuct;Non.1 mpautt&quot; Glued 12/3112022 No yes No NJA seale Product Model, Wrinber Name Quailty Assurance Aporpyindforlisit Approved Product Didollpflo, corltract Expiration Data In HVHZ for use Impact Doslorn outside WHIZ Resistent Pressure Quailey Assurance Amin -al for Use Anprovird for Us, lorenart Deal- S.-A Podulei liddi. N,,b,, , Me,. Quality Assurance Approdrod forr Us, Approved for Use hM,g,_T Cieslan Product Contract Uolrllod Dade inHVHZ HVH Pi'mitsuart pressur, C.mp-it. Edge Ffldrglass Sings Door with S-Q 0 Predgm Model, Number m No- Produal Description Cank-t Expirtion, In HVHZ Outside HVHZ flackstant Preeniur. Schaitei (InsoingtOotswng. XO, OX Or OXO 1 Complark Lap Siding I.p siding 12GU2623 Yes Yes NA MIA I a. &.quo:;2T&qu-t 8-tit Vent or Sold Vinyl Soffit 12J312023 No yes No MIA I GAP Asphalt Rool'Shinges Fiberglass ralmortaml Nalb, anninated, 5-talb and 1211WO22 No Yet Nick NJA DO minuous Head and Sill configurations) 2 HmdIdP1.nk Lap Sidirg lap.joing 123iM23 Y_ Yes NhA MIA 2 b� &quot;AIIsh,e 1`41,quat; Soffit Vent Sold Vinyl Scott IW162023 No Yet No NJA hipfildge asphalt shWgles 22 v. Thermst-Tni Fider-Cl-ic and 8mouth-Star Nominal 8&#39:0 &qLct;Non-ImpaGI&quot: Glazed 1213112022 No Yes No NJA 3 O. 8quot;Greenbrier Vintage BescedMg: Soffit Vent SON VWI Soffit 12131,202� No Yes No N/A Composite Edge Fiberg lass Single Door with 4 Or Soffit Vent OSaid Vinyl Gone 12131f2023 No yes No NJA (I fierrAngtOuts,dring; XO, OX or OXO 5 &cc..t;ChmIm Sffit Vent Osld Vinyl Soffit 12131,205 No Yes NO MIA 25 w. Therm-Tru Fiber -Classic and Smooth -Star a Head and Sill configurations) Nominal Ell 8gructslon-Irroaclikquort Opaque 1213IM22 No Yes No N)A 0 Speri&qu.� Soffit Vent Or Sold Vil Soffit 1213V202� No Yes No MIA C1.1 Composite Edgar Fiberglass Dear Pawlsvvith Vented (d*vvFg1Outsvyng; XX XXX or XXX 24 x. Therma-Tru and Smooth -Star dorfigurateris) Nominal 8&#3Q:Q Rquo0on-Impact&quot; Opaque 12)3lf2C22 No Yes No MIA 00 Composite Edge Fiberglass Door Paner-ith Vented Sidelite(a) OnevvnigtOutswing; Xy. )O(X or )OM C= 25 y. Therma-Tru FlIber-Cessia .he Smooll,-Shir Nominal 6&*-'�R;S&quot,Non-Impact&quot-, Glazed 121�311= No Yes No NIA Compotot. Edge Fid.rgless Door Parelsvvith Vented >e Sidel (InsvengfOutswing, XK X)O� or X)Q(X Florida Department of Business Professlonal Regulation aeI of I Florida Department of Business & Professional Regulation P2a 1 of I Florida Department of Business & Professional Regulation ae1 f I _.; LL_ 28 z. Themna-Tru Filder-Citassio and Smocith-Star configurations) Nominal 8U39;0&quotNan-InpaGt&q"t Glazed 12/3112M No Yes NO NIA Building Codes and Standards laST021 Building Codes and Standards I ffir.021 Building Codes and Standards 1WO21 U) = Composite Edge Fiberglass Door P.n.l.with Vented U; (n C-4 C= Sidelite(s) QrskMngfOutswrig. XX XXX or Xy,*( Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 27 ze. Thsnrma�Tru Fiber -Classic and Smooth -Star Nominal 6&#3g:8&quot;Nor-hrridw,t&qddt� Glued 1213112022 No yes No NIA CompasteEdge FiberglahasSingle Door­with3&#3S.0 Sidelifiel(S)OnsvianglOutswrig XO.CXorOXO E donfigurabone) Code RAL. Data Date Pending bll. code Entity or Date Clat's Dare Pending Data Code Entity or 4W. Date oat, -Ftendra Dale C, 26 zb. Therma-Tru Fflber�Qassio and Smooth -Star Nominal 5&#39;8&qu0tNOn-Irrypact&quot Glazed 1213112022 No Yes No NIA "O DO Vernon Contact & Ltda­ V.11d.liel 0, Validated Sbmitted rat Aciannal Acm-nd rhit". T­ VOW- Manufacturer Cd.cd Validated Ihs Validated esdari FifiCAlacralfial A,dre�d Staw, Tyle vorwo'd Manerfacturar Contact Engineer & U- - - Veldtcl By Validated Submitted FBC Aciti Approosall status composite Edge Fiberglass Double Doorrhith Revision 2020 TAMKO ButdrRip Products LLC KOFF) Eden Regart Nreminan John W. Knezo0oh, PE 10104�2020 OW29f202a 10,12r2020 12M 5/2020 Approved Roo,a.h 2020 L.V. Thompson, I fic. older Thompson Architectural Tony Christman ZacraN R. Prist Stinda, M. Ufth, PE OsFl 712020 09fla'2020 DS,22J2020 1:1flW2020 Approvad RO,Aei- 2020 Floddis Metal Products Inc. Clark Jones Jemes L. Buicker. P.E.0 Sa�n M. Urch. PE OPJ2712020 UR2512(120 10,0412020 1211CV2920 Approved Cat.11.1y; R.Ofing (417) 824-6644 PE-59186 f@54� 772-6224 Meal Company TAIMC01 013) 248-3456 PF-74021 f717)317�8464 catogoryin Reeling (904) 783�8400 CBUCK J17� 317-8454 20 zo. Thn,Tma-Tru Fiber-CLatselo end SmOodr-51our configurati.n) Nominal 6&939;0 %qc,t:Ncm-rmpsdtaqu.t; Glazed 1213112022 Composite Edge Fiberglass Single Door SU39,0 No yes No NIA SwCartogorr- Underhyments C amplil Methordt Evaluation Repon from a Cate": Roofing Subcategory: Roofing Acoss5oriesthat Nosh lit.bCaNg.no R.Oling A.ci, .. rise that mePE-311242 Integral Pad ofthe Roofing System 0, C= �n_ with Sidolbe(s) �Inswirg!Ouae.ngr XC, OX or OXO Integral Part fine R-Ing Sytern C.Fripill-Noth.d; Eiumi. R.pradfome, 30 zd, Ther-Tru Fiber-Classid and Smooth -Star Fr.. J�:. iiqua�Ncm­lrmpactaquot; Glazed 124�112022 No Yes No NFA Profes,ional Engineer Compliance Method: Evaluation Report tom a Mass Registered Architect Lidaused odaProtest Florida RagatersdArchlbootor A Licensed Fordor ... I E,gn- E Composite Edge Fiberglass Double Door with FLC2328-RIPmducts Profeslional Engineer products 3&139;0 Sidelfies (I nswingfOurswing; OXXO configuration) Quality Assurant, Arjsnwadfo�rtjt, A,,,-,d for Us, Ifireact D,,i,,, FLfMBSIS-RlFrOdwcte Quality Assurance Aporoved far Us, Approsed fair Unna himpart Dealtan 31 2e. Thermaj ru F I h er.Classic an d Sm ooth-Star Nominal 7&#39;0 &quoturion-Impactilquat Shaker 1W3112022 No Yes No N)A asP,.dd model, N-br .1 No- Produiet Description Excirlks, D., In HVHZ O.Wd. HVHZ Quality kiewrarfirs Apinfirowelsal-Use Approved for Use Imp= Design S.-A Product ModeL Number or Hands, Rocket Csminscl Excrtions Qat, I, HVHZ Outside WHZ Ritant P-,, eiesCodrip-to Edge Glazed Fibergl.. Single I TAMKO Roof Unclertayments (14VHZ) for usIn FBC HVH2 0&2912025 yes No MIA VA Sea# Product Model, Number or Nam Prcd,t cootrad E.Iathart 1141, in HVKZ outside l P—ne 3 3- FLAMCO 8qum:RV 10 Ridge Vmvilqu: Aurninum Ridge VON, for pildred,cois fbricalad 1213V2024 No yet No NJA Door with " Wthout 1&#39:2 Sidelto(l) 1 TAMCO Flat Top OffRidgeVent wim Baffle for Tit 26 Us. staterooNmitistorwith baffle owomm Yet Yes MIA N,A from J.M' Aluminum (lmavvrgfOutswng. X. OX, XO orOXO configurations) 2 TAMKO Rod Underhyments (NDN�HVHZ) Roof undedaymarts for use in FRC ncn+rVHZ oSF2pj2a23 No Yes WA N;A 2 TAIMCO Gancrien.0cV.N 26 gL OaMi2026 ft Yes NA -0�525 juradocki 3 TAMCC Off-Ridg. Rol'Vient,lith Bsfft 26 ind- star, roinfverfilisdary.01) Integrated baffle OKS(2026 Yes Yes MA NJA 4 TAMCO R.uhd Top Cff-RidgO Vent ,,filh Beffil. for Til. 26 ge- staild roofyonflador %4th battle OM812026 Yet Yes MIA NZA Florida Department of Business Professional Regulation P.O. I of I Florida Department of Business Professional Regulation Pass 1 Florida Department of Business& Professional Regulation page 1 Of 1 Florida Department of Business and Professional Regulation Building Codes and Standards 417IM21 Building Codes and Standards 19=1 Building Codes and Standards iF25,2022 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail code Type verew mamunrinjureir R.vi. on 2020 owe Date Corrt Eminam & LOOM Validated EW Vfidakad Suldrietted Khl. Jersey J-. L. P E evenM. Urih, PE 11123120211 1 V2$W20 Data Pending 21911 FBC A,O,v,l A-yed Sa- llr2MG20 ding FBC App,- GOA T­ Vereforn Manufacturer R.,Asi. 2020 Bonn R.dfiP9 Fn Ir C-tact En- & License Vlidated B� Add.- Roblin IAPMC unmurd Data Lids Vlidated Sbktd 14/03)2D20 I M212020 IN" pandid. nCApiurad,al DA9 Approved 11105�2020 Status Appro,ed Code TV" Version Manufactia Revision 2020 Global Pnetacticri Produictc, LILC. Entity o Date Date Date Pending Dal. contact Enainger &UPitruse Validated 13 Validated Submitted FBC Approval Apprved Statu TIm Robinson W.1i Tint Jr., P.E. John W. Knt..)Ch, PE 0910812020 09108r2020 10/0112020 1 ?J1 5/2020 Apronwed FL#6259-R31 code Enm 0 Date Date Date Date Statu Category! Facing (5DI) M3-6163 PE-31242 (71-0317-8454 R.NIPI; (8013 W-"I Semoss LLC;. (205) 854-Clsil Category. Shutters (954) 8891-7W PF-44187 (95,4) 772-6224 .pe Version Manufacturer Contact jy Rev'Mor, 202C POLYGLASS USA MauryAlpert, _�_nglneer & Validated 8 Validated Submitted Pending, A1112roved Appirchved License John W 10121W020 10f22r= FBC 12115,(2020 S.bCW IPrcductE,,aI�ticdEF* Subcategory: Rooting miles RtinAndarionCloorid.cor Subcategory'. Stanni Panels Compliance Method: Evaluation Reircrifrom a Florida Registered Archnootors Licensed Florida tim.robinsenftippentoom Category: Roofing S954233133OSmalperb@polyglass-com Robert Nierninen Knezevich, PE FloddaRegisteredAr6itmt�aLicen�dFodda Professional Engineer So b0artagory: P C-59166 (954) 772-6224 11101f2020 Professional frodancts, Q"Nv Assuralbei, ApproifielleirUsy Approved for Use lititil Design uUndedaymerytF Compliance Method: $-am Product Modal- Number or Name Pred.at contract lifill in HVHZ 0,itsid, HVMZ RO.Irtfin't P-,, Qualltv Assurance ApprovedforUse ApprovendforUse, Impact Design E Evaluation Report from 9-# Product Model, Number F Is.m. QuallWAssurance Appro.0 for Use Approved Wad Contract Expiration Data I. HV4Z for Use impact Design Outside HVHZ Resistant Lnehavo 1 G S-ty- &hak.. SWO, Country Slad, Split Ord English Thatch &afirip; "pnot Rat Profile - Dervier. CO 1213IQ02D No Yes MIA MIA $9 Product Model. Num bar or Name 20 Gage Galvanized Steel shorm FarrelisIHM-1Z Prod uct Description Contrat Expiration Cate In HVHZ Outside HVHZ Resistant Pressou Corrugated Galvanized teal Storm Panels retained 12131 W22 Yes Yes Yes NA a Florida Registered 1 Dock -Awl DA-4 or 7RI-B.iff DA-4 L- Profile, Palyprapyl- Pleetic, RdVmt 1211OM25 No Yes No -97N-97.5 17 SayonyND-Slate, Shake Split Shake Flat Profile -Stockton � CA 2/3112020 No Yet 14 [A N/A or not by tracks to provide hurricane pmeotJon. Architect or a Licensed Mechanically Attached to P1V­d Nlk 16 8...y 900 - Slatt, Shak. A.itnp; Split Shake I 5, S..ny 700 - Sh.k., &.to &.firp: Scult shako Flat Profile � Rinse, CA 4213V2021) Flat PPM. - Skoul CA i2l3ri2620 No NO Yes Yes NA MIA WA MIA 2 24 Gage Galvanized Steel Storm PsneIsfNHVHZ Corrugated Galvanized Steel Storm Panels retained UaV20�2 No Yet Yes NJA hot by track. to pr.Ochs hurrcane protection. Florida Professional Engineer 20 Saxony 700 -,snake, sale4.amp; Split Snake 27 lrejasEsponalBarnmera Flat Proms - Riald, CA 1213112021) High Pirmillis - Katy, TX 12131=21) No No yMs Yet MIA NIA MIA rLA FL#6269-RBI Products 211 vins Lov, Frin. - Katy. rX 12J3112020 Yes N/A NIA C_ 6ilitprovild for 'Jae roved for Use jiliM plaill &.91.11' Product Model, Number orNarn Product Description Contract li2piration iiiHVHZ outside HvMIZ Resiglant Pressure Date 1 Polyglass Roof Undertayfinfients Roofing underlayments 110121=22 No ye's NA 4NIAI-622Z 1 Polyglass Roof Unclerlaymenti; (HVHZ� Polyglass roof underlayments for use in FB012121= Yes No N1A WA HVHZjurisdid-. > 2 Polyglass Roof Underlayments (nw-HVHZ) Polyglasi roof underayments, for use in ix2ardm No Yes FAC n­HVHZ juridictions. NIA -WAI-022.5 Department Business & Professional Regulation 0 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underayments for use in FBO1212a=3 Yes No HVHZjurlsdlcflom. NJA N/A Florida [)apartment of Business& Professional Regulation Building Codes and Standards Page I of I lJ25a922 Flords of Building Codes and Standards Pass I Mi Florida Department of Business & Professional Regulation page 1 oft Building Codes and Standards lr=l > 2 Polyglas, Roof Underlayments (non-HVHZ) P lyglass roe underlayments, for use in 12IM023 No yes NIA -NIAI-622.5 FOC non-HVJ4Z himedlti.n.. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 Polygla5s Roof Underlayments, (HVHZ) Polyglaes roof underayments for use In F5012r23= Yes No HVHZjurisdi.tion.. NIA NIA 2 Polydass Roof Underlayments (rion-HVI-lZi, Polyglass roof uncleraym ent, for use In i2J2312023 No Yes NIA -NIAI-622.6 Code Etirmor gaft Date Pandifitill Datq Code riblity 0, gift Data Panallemd1n 291 oil n a owe owe pat. Pending PM FBC nan.HVHZ jurisdictions. T-0 Version Manufacturer _D" Contact Engineer 8, License Validated Validated Submitted IFFICAprom"I Approved siatu s Tsdo clintsoll lindruss, us,- Validated Be Validated .Submitted FBC A­..l Auncroved status Version Filismerfam.... Contact E,,j,,,, & LJ,-, Validated Ehr Validated S,t,,Iftd FBC A ­NM Anchro-c! Status, I Polyziass Roof Underlayment, (HVHIZ) Polyl roof underlaymels for use in FS01 V23/2023 Yes No NiA NIA Rtwision 2020 All A-6-in Shutters nd G I- Mike Barbieri Frank L. Ben narda. P. E Troy Bishop. P. E. 10/2812020 1011512020 1 1 10&2020 121512D20 Appr-.d RAvIsim 2D20 Alpine Stuart Laws )CC Evaluation service, ILLC William M. Fl FE 10�3V2020 i M21202D i 1/051202D li,135/2020 Appromid R-sion 2020 Commercial Concrete Product.ird, RIomr Glil, Samidel A. Greenberg John Hoy 12/1612020 1 VI,V2020 12(292020 ding FI1C Apph 2 Palyglass Roof Underlayments (nor-HVHZ) HVHZ jurisdiction.. Polyglass roof underlayficents, for use In i212312023 No Yes NIA -NJAI-022.5 Category: Shutters subcategory., Storm panels (561) 712-9882 PE-0046549 (954) 947-0880 mikeltl2jaillamerloarshutte Category: Structural Components 5.l>Ct.9cry: Trust PlatOl (321) 710-3377 (4071) 681-1917 CategorMtrucheal Components Subcategory. Products Introduced] as a Result of (41 3) 0504707 PE-54245 (55Z 501-53i 1 FBC non-HVHZ jurisdictions. Compliance Method: &tdluation Report from a Florida Registered Achitect Licansed Florida racom C..pl;-, Method: Report from . Product Evaluatien Entity R-T-hrrafty compiled.. N.thod: Evaluation Report from of a Professional Engineer FLA19119-IR7 Products Ford. R.glOtaredArchle.t - Licensed Florid. FLAII 7869-R3 Proclucti I quallwAsturn- Aprartivad for Us. AppacivadforiLlso Impact g!gsa sea 0 Productifladal, Numblarorhignme Quality Assurent, Approved for US e Apicrovindi Impact Desion t Product Description contract Expiration Date in HVKZ Quirti HVHZ Rialtran Pressure, 24ga Steel Panels 126112M Yes Yes yes NFA S-99 �=Nurrrdmr or Name I Hohr ftongth jH &map: S� 2 17W BOGIA01he Hind. Plate Product Dirsdrimen Contril Pate M0.1 onnecorplot. 4 met.] Connector plate 12J31,TO24 In HVHZ Yes Yes Outside HVHZ Yes yes Resistant MIA MIA Preseur MIA MIA 11*1174-ibil Bad A Product Model, Number or Nam All— A--,df-U,, A,,-,d far U, kneed ftodud Diluerletor, Contract Excitation D&I IV HvHZ outside it"Istarl Pranturg 1 24ga Galvanized Steel Storm Panels Galvanized Storm a TW BCGIAJpi. T.I. 4 tTw SCOAPI. We- Mets� Connector Pia e 12/3112024 Mts Connector Plate 1213112024 Yet Y�e ",S yes MIA NX MIA NIA I Quality P"dest or Commercial Groomes Pn�st and prestressed Concrete, Lirtals 0512512024 No yes MIA N/A (D U) CD Florida Department of Business Professional Regulation Building Codes and Standards page I of 2 1INW2021 Florida Department of Business & Professional Regulation Building Cordials and Standards Page I of I WIN2021 Florida Department of Business Professional Regulation BullefinglCodes andStandards Page I af2 9129IN21 Product Approval Application Detail Product Approval Application Detal [I Product Approval Application Detail 0 Cents Endt, Us ou Date Pd- owl Code Entity, M Date Cate Paralmd, [)are Coddle Erft Or Data okra Date Pndma 2a T,W V-1- onestEnsimear & U-na, Validated B,, Validatd Submitted F5C A,,,,l A,omv.d al-tual TV" VersIon Wilantfificincrier Contact Us-. Validated ft Validated aularmited FSC Approval ApproVedi Status, 'fiade Version M-1-Auar, C,,W SnolI License Validated By Vadidiad submitted FSC A,,-d A- Slaters, Provision 2020 Mimen, Inc, Category; ErmWaldi ICC Evaluation Servinte, LLC ICC Evaluated arvice, OM lJ2D21 (952) 898-8635 LLD, OSM012021 0811212021 Apip-c! Renialon 2020 Weyam-ser Category, Rcb B.Ith,fin LLC 1. L.h-, RE. )2/QZ021 l"W202Q (2S3) 92"475 INS) 839-32811 021OW2021 Approved Affi-flon 2a2D NpheAurmtrund,l- category: Panel Walla joe. SM Luis R� Lodurs Stem M. Urch, PE f4071 509-2008 PE-62514 (717) 317-64&t I 111 CJ2020 1111ECO20 llf2012D20 Appr-d < 5.1ccating.T. Thu., Plot.. (20t) 599�800 Subcategory; Engineered Lumber — S.&C.hi Soffit agOnealummuminc@yaho Z Compliancellothod: Evaluation Reptortfiromi a Product r.lti- Entity Pr=t E,srImlion Entity Comiellanctliterthod; Evaluation Reponlromis Florlde RegislarsdArchitect ce a Licansad Florida 0.00rd FLallINUIProd FIjeM?,FMI Products Proressional Engineer Sao a Product Model, Number Mi Cicially Assurance Approved for Use prod.0 Contract Expiration Date ]it KVMZ Approved for Use outside HVH Impact Resistant gallon pneascre l;"cI# product Madet, Number OlAturns A --,A for use Product Descdoton In IIVHZ Amfirric,ed far Use Outside HVH Resistant Pressure Produdt, IdinllfivAlisturancit Impact or 1 LVL Lcmhmad Visreaer L-thr QW31M?3 No Y., N(A MIA Approvial for Use Approved for Usq Rolm I 2 MISAHS WORMS 18 Pa. high strength truss .... ector plate iV3112022 18 on. wpm high strength trust connedlor plate I M112022 Y. Yoy Yes Yes NfA MIA WA NIA 2 Parclarn PSL Strand Lumber 03/31(2023 No yel N,A MIA &HL#. 1xigunt Model. Numb-, Mi Alpha AJwT%num Cold dnompNersed Afturrinurnstfifit' Pruncl! Contract Enirglonao Alpha AlUminum sold &&Mp; Vented AdarrInum 07130,2023 1, HVHZ No Duntsido HVHZ Y. Resistant No P,,,,,, MIA 3 M116 16 ga, truss connector plate 12rJl(2022 yes Yes MIA MIA �5 111.1d r8hard LSL 4 Tj Mind Board Laminated Strand Lumber o3t3lr2023 No Structural Composite Lumber OF Oriegnedatrand 03,`31=23 No Yes NIA NIA Yes N Ok NIA CMU Unrip; Wood Soffit' CMU Samp. Wood! SHEET NO. 4 TIAHS I 8 ex. high trength plot. i2�31QQ22 Yes yes N /A N.A, 5 MT20HS 20 hiph truss j V31(2022 yet yet MIA NIA board Rc' &and TL18 MT18 g. strength connector plate 1 2,31=22 Y. Y.. MIA N,A 5 Wo,am ... a., 8 1. Board Craded Strand Scand Rim Board 03131(202� No Yes MIA Ni 7 TI.20, MT20 20 ge. trun oarntctor platesi 12i2lr2022 Yes yes MIA N,A I I August 10, 2022 PA 1.1 m+ Building Codes and Standarda Building Codes and Standards enanmz Building Codes and Standarda enarzlll Building Gvd� and Slsndarda enanozz Product Approval e►pplicati0n i7etall Product Approval AppliCatiOrt C19taa P I' O rOduet itis»re1 lcadOn atail APP APP P I I' n De it roduct rvOwO N:o40 ttt � tg�y antlbrr. B14. Pa¢ 0._h�iniae 9.8Le �i4liE Eetib er � a! 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CBnrnetErelralkn ErEa 6gmIlINECJtaa 'ry�N aarmmdEo[Lr 4uYYn NV112 IMlrtl $p(agyll � PlIbloomb - elmllhArurara Aaoraraa ra Uxa Merwna Iar Use le�gir�t � 1 aenr 76R0 High PeRpmenae 91n8b Hurgy 18m1A single Hlmg Window (42•x72') OBl17rltlx7 ND Y. No +BDr-eC 1 Pe1a 108erka 9ingle Hung Winder 38•xg0'MnylNrn•brpa7 eingb Hung WhxYrw OBIxxIZOxx Na Vsa ND +10.N0 1 Serlef0Y30 Nnyt ford Wrgpw (gD'X7b'j 07J1pa0x7 No Yes rb +28t-ZS 8�a ¢ Produel Med•I. 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MunFbp mNarM Contract fixdrali•nDole V� Oubidi H51H2 �gJl J�su si 1+ 12 8pka 10r20 aingleHung Sunr 11Y20 alrgk Hung Vlrryl Blrgle Hung Wlntivw (�x&I•j Oaf17l70P7 Vagp SinglgodOAMMKO e Hung Window (38'a7x') 08n6t2C27 Na No Yoe Yee Na +381.38 No +BBV-SB 1 1'¢ea 10 $erka Single Hung Wlntlpr ,lC, 9a-x9P VlnylNDnlmpmt single Hung Window OG2xIx078 No Yes No +{y-10 13 aeon llYxO 8lrgle Hung MrrF7®Ingo Hun97irin OPmpOelb(7Z'x 53:3') O6M18Y2027 No Yea 1a7 +38J.96 Z Pala lO Barks Singk Nung tMntldw 84•x9P VInylNpnanyeDt 8ingk Nung Wlndbn 0af08/2023 No Yes Na +4N-13 11 8pke 10l2031rek Hung 18rry181rgle Nung TWn GDmpoele (BB.b'xba:6' OBllirlOx7 No Yr me +g5l.35 a Palk lO series aingls Hung Wlndaw ba•xa3'vK,p Nan-Inpaelaingk Nona WYgTa O6A19r1CJ3 ND Vas No a6p1.00 i6 Sp1e610l20 single, NUng Vinyl Single Hung 7Wn CiDmpala (g8b'x72') 08n7l20x7 No Yr hra +ggj3,g 4 Pala iC Sarka Single Hung Wlntlow 36':67 VIrryINPn•8rprt alnlde Hung Wadlxu 08(22I70x3 NO Yea No +Sy.55 18 Sarl•e iWxO Slrgl•Hure Vinyl single Nung iarin (gmppalb (72•x 7T) OQl1812027 NO Yea NO +eal..µ1 S Peld 70 Serka Singk Hung Window b2+lB'x80'Vlnyl Nqt-Impad aapk NUng Window 1011712079 No Vas No +eM60 17 $plea 10f2031relG NUng Ylrryt Red Whh Singla Nung Flankan (f08•x 72`) 1CP081P@1 NO Yea Ab +30.30 R[Fn+7aa.R18 Pnatlaeb - Aeue•N Fer U•• eppg� j(gg 4YYtl iiegim PMe•el Yrd.i.NunhermNrM produefCrsrhxirn Geetnelfixeirarien Dab in NVH2 RWaanl Pennon l lb0 aeries DrThpmalbrp Erwumpaes pArentl High Vkyl HIM Perbrmena 61ngk Hung (12 z7?) OBli7lg@T Ma Yes No +SCr.eg Ppbrreerroe 9x+gle Hung 2 180 actor pnThermaakrw Enppnpase QAvantl likn VbylHpl P•rbrman®81rgb HurglNrin OB(2iIxEJ7 NO Yea No +50J50 Performance Single, Hung Compw2a (T2' x $b1 i7•} 8 758$rnr pThurmaeGrer Entlpnpar erAmami Singk Vlryl Single Nung TNpfa Carnpoeer(108'xTT) 08l1612027 No Vas. NO +804u40 FKa10 a 1608erlr mThpmasbr of Enepnprs aArand aKgk Ykyl 9ingk Hung Triple tanpwarn09'x99.6'} Oatx31xOT1 No Yr No +3SJ3.R ' FNfl Florida Department of Business &.Professional Regulation Pew 1 d1 FiOdtla DBpertm6M of Business R PttJf2g9110na1 Reguation P•pai Df 7 Florida Qt9parhneflt Of BtJ8lnaSs &Professional Regulation Pier+ riz Building Codas and U CO � �a U L- O N CLr O i M }e /r � �!1/1♦ • CZ U Cn O O W Q O LL .0 E O O N N 6-0 CL .� V! It" a r W T�f O LLI �n C KV 'C7 CA- 3C M- CC ® - -cyN� O N r.+ C LOd O CiJ Q c9 W C. E � O GL � O L Z ICU O L Q Q < L U O m F- L- 0 ca L w L � � ¢ N z � z J a - SHEET NO. PA 10 FlDddn Department of Business &Professional Regulation p•ao i ei: FlDlida Departinerrt of Business 8 PnsFessional Regulation Pal•1 of+ Florida Department of Business & Pn3tessional Regulation Paw 1 �+ Flodda GepaNrlent of Business; $Professional Regulation Pagel standards Building Codes - -1T iir ir7 -IF � i I - - - - -- - - - .:'.. III'I ��i ;.i l �, 114, �i1 ,wr :.g !A 111 _Il. i .i lAola�. Ilu �. , u-a i. i�.'.l, -.-7.- -�T I I- ------ If-r--�T'r 1 --I11I-I1T� i -T`i I - - FI -U N C/) C0 N �. U N O s- C Simpson Strong -Tie 2020 FBC Approved Products R g PP updated 12rsorzo2o Sim son Stron -Tie 2020 FBC A roved Products P J Approved Updated Simpson Stro -Tie 2020 FBC A roved Products R ► J pp updated 12rsorzo2o Sim son Stron -Tie 2020 FBC A roved Products R g pP Updated CL O OL For direct links to all BST royals Owed below, HER app , . ay. N For tlhedt links to all S$T approvals listed 6elovd, CLICK HERE. r '- , • ,. For direct Onk5 to all SST approvals listed below; CLICK HERE. r For tlirecl OnkSfOall SST approvals listed below, CLICK HERE. O m For, additionalinfamaUO regarding Florida's Statewide t n e Produc Approval System an Miami -Dad County Notice o e _g . g pp ys d e nun y N r r Acceptance (NOA). CLICK HERE, I t- tl n For additional Information regarding Florida's Statewide Approve System and Nlam Da a County b t O C I K- HE - Notice of Ac ep once (N A). C $g F aria Information regarding Florida's Statewide Product Approval System Mis "+D tl County a additional orm g ing w od pp Sys m a e C ty N of c OA C IC : oboe Acceptance (N ), L K HERE. �d'sStatewide r a i -D d « For additional Information regarding Floe a ProductApp Approval System and M aml e e County Notice ofAcceptanceO CLICK HFRE. (M A). - FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers avallatile in widths ranging from 1-518" to 3- L V 9116" and heights ranging from 4-5116" to 11". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or O O 1 Titan Stainless Steel Concrete £ Mason Screw Masonry (TTN-SS} 1/4"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, 8T6, BTH Brick Ties greaterthan 3-9116". O L L O Q) 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMS714, CMSTCI6 Coiled Straps 12 US series hangers Face -mount hangers available in widths ranging from 1-718" to 3- Q = 3 APB44, APB44R, APV666, APB66R, APB88, APB88R, AP61010, APB1010R, APV644, Outdoor Accents Post Bases 3 C314, CS16, CS18. CS20, C522 Coiled Straps 518" and heights ranging from 9.114" to 16". 0 O 7! FL*9589-R6 APVB44R, APV666, APVB66R, APVB88, APV888R, APV81010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGUa,63SDS, LGU5.25-SDS Face -mount hangers (a n #F 0 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressiontTension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers M O Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers . _ O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H15S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- Cn L 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 6 APL4, API-6, APT4, APTS, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HG7-3; HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116' 1n O Co Q 3 SD9112S8, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3,e3�SDS, MG1.15.26-SIDS, MGU5.50-SDS, MGU5.62-SDS, MGU7:00-SDS Face -mount hangers I� r.� -6-/-# 4 SDCF22434 SDCF22512, SDCF22614; SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDS3 HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- 1� v ) Q SDCF221134, SDCF221334, SDCF271958, SDCF272356 9 CBT27; CBT4Z Concealed Beam Ties 11 HST2, HST3. HSTS HSTB Straight Straps 113" and heights ranging from 6-15116"to 19-112". 5 SDCP22434, SDCP22512, SDCP22614, SDCP227D0, SDCP22858, SDCP22912; Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24; HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI 6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL SURC SULC series. hangers Skewed face -mount hangers; available in widths ranging from 1- 6 SDHR27400, SDHR27614L SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screws 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9116" and heights ranging from 3-1116" to 13-314", 7 SDS25112; SDS25134, SOS252CO, SDS25212, SDS25300, SDS25312, SOS25412; Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12; LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 15 LSTI49, LST173 Straight Straps 2X and 4X models; only acute flange is concealed, 8 SDS2511255, SDS2520CES, SDS25212SS, SDS2530OSS, SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in wedths ranging from 1-9116" to 9 SDWF2716: SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-Urive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.5/8"to 11.1!X', 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Mad iu m G ader Tiedcwn Straight Straps FL#10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15; MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-R6 20 1.30, L50, L70, L90 Angles 22 MSTC2$, MSTC40, MST052, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48133, MS7C86133 Pre -Bent Straps Sea # Product Model Numberor Name Product Description 1 ATR318, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTIM. MST148. MST160, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in writhe ranging from 1-911610 7- 2 ATUD5, ATUD5-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MT630C Medium Twist Strap 118" and heights ranging from 7-118" to 30". 3 BP318-2, BP112, BPI/2-3, SP5/6-2, BPW8-3, BP314, BP314-3, SPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NGA2x12-12, NCA2x8-16, NCA200-16, NGA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318. CNW1/2. CNW518, CNW314, CNW5/6-1/2, CNW3/4Sl8 Coupler Nuts 25 LSSRI.81, LSSR2,1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewabie Hanger 27 RCWB12 RCW1314 Wall Bracing 118" and heights ranging from 9-1/4" to 24", S CTUD55, CTUD65, CTUD66, CTU075, CTUD76, CTUD77, CTUD87, CTLJD88, CTUD97; Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPSI6 RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Toptlarge hangers available inwidthsranging from 1-112" to 3- CTUD96, CTUD99 27 ML232, ML242, ML26Z, ML28Z; ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114"to 24", 6 N3, N4, N5, NO Heavy Hex Nuts 26 MMHS Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in Widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUDS; RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24". 8 TUD9, TUO10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLJ1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in Widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18; ST22, ST292, ST2122, ST2115; ST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-117, 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30: T835, T642, TB48; T654, TB56, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tledowm System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWBI4 Wall Bracing 1/4" and heights ranging from 1 1-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URSO 314" Uplift Rod Run Tiedowm System 35 TJC37, TJC57 Truss Jack Clips 37 W15100; W15106C, WB126, W6126C, WB143C Wall Bracing and heights ranging from 8-1J2" to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- IIS" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 9 HBseries hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30" Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLSseries hangers Saddle hangers available In widths ranging from 5-114"to 8-718" 1 DTT2 Hold-down Sag # Product Model. Number or Name Product Description 1 CBH2.37x5:5, CBH2,37x7;63, CSH2:37xg.75 Concealed hangers and heights ranging from 10-1 17'to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (OU, DHU) and top --flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in vwdths ranging from 3-1 /4" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SD83, DSCSL-SDS3 Drag Strut Connectors available in widths iangingfrom 1-9116" to 3-9118" and heights 718" and heights ranging from 7-117'to 37. 4 HDU2, HOU4, HDU5, HOUR, HDU11. HDLJ14 Hold-down 3 GBC Gable Brace Connector ranging from9-1/8" to23.15116". 12 HGLTV series hangers Top flange hangers available. in: widths ranging from 3-114"to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3r63-SDS, HGU525-SDS, HGU5,50SDS, HGU5.62-SDS, HGU7.MSDS, HGU72S Face -mount hangers 1113" and heights ranging from 14"to 33" 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 61, HHRC44, HHRC525/325; HHRC5"3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-51161c, 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 15/8" to 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-718", 14 HUCTF series hangers Top flange joist hangersavailable in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style puriin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS: HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from 5-518" to 10 PAI18, PAI23: PAI28: PA135 Strap -style: purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF; HUCTF series Hangers Top flange hangers available in vwdths ranging from 1-9116" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5-5011 O, Face -mount hangers 112" and heights ranging from 3-7116" to 15", Concealed flange 12 STHD14; STHDI4RJ Strap -style hold-down 10 TC24; TC26; TC28 Truss Clip HHUS7.25110 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16", THAC422, THA426. THA422-2 THA426-2 118" to 5-118" and heights ranging from 4-314' to 15-3r4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81/22, THAI2 06122, THAl2. V22, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSURC, HSULC)available for ail 118" and heights ranging from 5-318'to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" W 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU21'0; HTU26.2; HTU2$-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3/8" to 32". 15 7HJM2-4-SDS3, THJM2-5-SD83, THJU26, THJU26-W Multiple Truss Hangers p 9 9 HU, HUC series hangers 9 Face -mount hangers available in widths ranging from 1-9116" to 7- 9 9 9 16 ITS series hangers 9 To flange hangers available invadths ranging from 1-9116" to 3- P 9 9 9� 9 " 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7/6"to 19.114". Concealed flange 518" and heights ranging from 9.118" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connecters version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in vwdth of 1-9116" and heights ^ o W 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5.318" to 7.114". C h 10 HUCQ1.81/9-SDS, HUCQ1.81111-SDS, HUCQ210-2SDS, HUCQ210.3-SDS; HUCQ3f0- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9118" and heights s SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUCQ525111SDS, HUCQ610- ranging from 9-3/16"to 13-118". r Zy Cc >e 61' SDS, HUCQ612-SDS y Vf .� C'V CV :2C CL ID Zj asS •� ra W cc i.•1 t'.r. "� C 4W D �3 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 "s, Simpson Strong -Tie 2020 FBC Approved Products Updated 1ZW/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct links to ell SST approvals listed below, CLICK HERE. - For direct Inks to all SST approvals listed belotiv, CLICK HERE. . For direct Inks to ell SST approvals fisted below, CLICK HERE. . For direct links to all SST approvals fisted belan, CLICK HERE. « For additional information regarding Flodda'sStatawide Product Approval System and -Dad County Notice f Acceptance O CLICK WERE, 9 g pp ys NOam a ou 1Y o Ac pt n (N A), e Approve] System d 1 Notice o Acceptance NO COCK HERE.additionalI - For additional information regarding Florida's5tatewide Product pprova ys m and Maori -Dade a County f p ce ( A), m do re rd I 'do's Statewide Product r I System d � �c C' ICK HERE « For nfa a n regarding Florida's App ova ys .man Maori -Dade County Notice of Acceptance iNOA), .. « For additional information regarding Florida's Statewide ProdudApproval5ystem and Maori -Dada Canty Nance of Acceptance (NOA), CLICK HERE 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-95 18 SILBVI,56, S1LBV1 81, S1LBV2.06, S1LBV2.37, SILBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 6-318" to 15-1/8". S/LBV3 56 SILBV3 62 SILBV406-" S/LBV4.12, S/LBV4.2S, SILBV4.75. SILBV550 6 Strang-Bolt2 (STB2 STB2-4SS, STB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights sea Ar Product Modal, Number or Name Product Description 19 S/LTT20, SIDTT2Z, SIHTTI4, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" in 13-1J8", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS8SS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7series hangers Top flange hangers available in widths ranging from 3-IX' to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112' 3 HUCQ210-2-SDS, HUCQ210=3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stu it Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in vwdths ranging from 5AX'to 6- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112". 5 THG02-SDS3, THGQ3-SDS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 T91022 Truss Brace Diagonal 8 Titen HD Rod Coupler (TH037634RC, THD50934RC) Than HO Threaded Rod Coupierfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/15" to 5- e THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THOB37158RH, THD37212RH: Then HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4"to 24". THD50234RH, THDI0212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in Wdth of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/S" to 7-118". FLit11473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 14)/16" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FLA`I6230-R8 1I8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.52-SDSHDG, CCQM4-62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 62-SDSG. CCTQMS-50-SDSG, CCCQM3.62-SOSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H18S, H16-Z H18:-2S Hurricane Tie CC6QM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HEfA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-kT, ECCLQMA 62G-KT, ECCLQM5.50G-KT, ECCLLQM03.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6 HETAL2C Embedded Truss Anchor ECCLLQMD4 62G KT ECCLLQMD5,50G-KT, ECCLRQMD3,62G-KT, ECCLRQMD4,62G- 3 SET-XP SET-XP H igh-Strength Epoxy Adhesive for masonry Seat # Product Model. Num bar or Name ABA44R, ABA46, ProductDescription6 HGAMI0,HM9 Masonry retrofit connectors Anchor KC, ECCLRQMD55OG-KT Hangers 4 Strong -Bolt 2 (STFO Strong-Bott2WedgeAnchorformasonry }� 1 2 ABA44, ASA46R ABA66; ABA66R ABU44; ABU44R, ABU46 ABU46R, AB05.5, ABU54 ABU65, ABU66, ABU66R. ABU88, Adjustable Post Base Adjustable Post Base 7 8 HHETA16; HHETA20 HHETA24, HHETA40 LGT2, LGT3-SDS2.5 LGT4-SDS3 Heavy Embedded Truss GirderTiedow'n 3 4 HGUM5.25 HGUM550, HGUM7,00, HGUM7,25, HGUM9.00 LGUM26.2, LGUM26-3 LGUM26.4; LGUM28-2, LGUM28-3, LGUM28-4, LGUM210-2, Heavy Masonry Masonry Beam Hangers 5 6 Titen 2(171,12) Titan HD (THD=H4SS, THD•HISSS, THD-CSOSS) Titen 2 Screw Anchor for Concrete Titan HD Heavy -Duty ScrawAnchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 .Lateral Truss Anchor LGUM2I0-3, LGUM210-4, LGUM46: LGUM48: LGUM410 or 316 stainless steelwith hex heed, and 316 stainless steelvwth 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 AC4, AC4R, ACE4, AC6, ACOR, ACE6 Adjustable Post Base Post Cap 10 11 MEfAl2, META16, META18, META20, META24, MEfA40 MS7AM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MSHA3.1219.25, MBHA3.12111 25, MBHA3.56f7.25, MBHA3.5619.25, MSHA35611125, MBHA3-56/11.88, MBHA3.56114, MBHA3.56fl6, MBHA3.56118. MBHA5-5017.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry 5 BC4, 131346, BC4R, BC6, BC5R, BC8, SCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20; HTSM16, HTSM20 Twist Strap for Masonry MBHAS-5019.25, M13HA5.50111.25, MSHA5-50111.88; MBHA5S0114, MBHA5.50f16, 6 C644, CB46, 06481 CB66, CB68 Embedded Column Base MBHA5-50/18 ICU 7 C5SQ44-SDS2, CBS046-SDS2, CBSQ66-SD52, CBSQ86-SDS2, CBS088-SDS2 Embedded Column Base 6 MBHU3,56/9.25, MBHU3.56111.25, MBHU3.56111,88, MBHU3.56114, MBHU3.66/16, Masonry Beam Hangers FL#16937-R3 8 CC ECC, ECCU Series Bolted column caps with W1 ranging from $-1/4" to 9-112" and FLAM 1496-R5 MBHU3.56/18, MBHU5.5I119.25, MBHU5.50111.25, MBHU5.50/11.88, MBHU5.50114, W2 ranging from 3.518" to 7.112" MSHU5.50116, MSHU5.50118 Seal Product Model, Number or Name Product Description O 9 CCQ-SDS2.57 ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.114" to 9-112" and Sea # Product Model, Number or Name Product Descrintion 1 X34131016-51<; X1S1016i X1 BI018-4K, XQ1 S1018, XQ1 B1018-4K 410.16 Strong -Drive XMetalSeff-Drilling, Tapping Screws with #3 L� W2 ranging from 3.5/8" to 7.1/2" 1 DTT1 Z Deck Tension Tie Drill Point > /1 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RO 2 XL0114T1224, XLQ114B1224.2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Y�i� 11 EP844A, EP644, EPB46, EPB66 Embedded Post Base 3 HD3B, HD513, HD78 HDOE Bolted Holdowrs Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT+ HT75, HTT5-314 Tension Ties Sea # Product Model, Numberor Name Product Description 3 XMQ114S1224, XMQ1 1481 224-2K 412-24 Strong -Drive XM Medium -.Head Metal Self -Drilling, O 13 LC644, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SDW22458, SOW22500, SOW22600, SOW22638, Strong -Drive SOW EWP PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 15 LPC42, LPC&Z MPB44Z, MP6667, MPB88Z Light Post Cap Moment Post 2 SDW22834 SDWC15450 SDWC156DO TRUSS 4 X011431224 X011461224-2 5K X114S1224, XQ112S1224, XQ112B1224-2K #12-24 Strong -Drive X Metal Seif-Drilling, Tapping Screws with #5 Drill Point "'_'J Base Strong -Drive SDWG Screw 16 PB44, PB44R, PM, P666, PB86R Embedded Post Base FL#13628-R5 3 SDWH19300D8, SDWH1940ODB, SDWH1960OD6, SDWH198O0D8 SDWH191000DB Strong -Drive SOWN TIMBER-HEXSorew 5 XU34S1016 XU3481016-5K #10-16 Strong -Dave XU Metal Self -Drilling, Tapping Screws with 17 FBS44A, PBS46, PBS68 Embedded Post Base 4 SDWH27400G, SDWH2750OG; SDWH278ODG, SDWH271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HOG Screw #1. Drill Point 18 PSV6, PBV1 O Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SOWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 F044-16: PC46-16, PC48-18; PC64-16, PC66-16: EPC44-16. EPC48-16, EPC48-16, Post Cap 1 SB518x24, 56718x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22500, Strong -Drive SOWS TIMBER Screw (Inte nor Grade) O EPC64-16, EPC66-16 2 SSTB16, SST620, SSTB24„SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB20L, SSTB24L, SSTS Anchor Bolts SDWS22S00, SDWS22900, SOWS221000, SOWS221100. SDWS221200, SOW5221500 FL#35320-RO 20 PO4Z, PC4RZ, PCSZ, PCBRZ, PC8Z, PC81F?Z. EPC4Z, EPC4RZ, EP08Z, EPC5RZ. EPCSZ, Post Cap SSTB28L 7 SDWS22300DB, SDWS22400D6, SOWS22500D8. SOWS226000B, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (ExtenorGrade) EPC8RZ SDWS22100DD6 Sea # Product Model. Number or Name Product Description 21 PPB44.4Z; PP644-8Z Post Base 8 SDWS22312DBB, SDWS2251208B Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCB46, DSSC.B48, DSHS Bypass Framing Drift Strut Connector Y11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS276DOSS, SDWS278GOSS, Strong -Drive SDWS TIMBER SS Screw 2 FC843.5, FCB45.5, FCB47.5 FCB49.5, FCB411.5 Bypass Framing FNed-Clip Connector V'^J SDWS27%00SS, SOWS27120GSS 3 FPHSD34S1C16, FPHSD3481016, FPHSD34B1016-5K; FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-ta,CFS Self- V! Sect # Product Model Numbar or Name Product Description 10 SDWV13400 Strong-DrNe SDWV SOLE -TO -RIM Screw FPHSD34B1214,.FPHSD34B1214.5K Drilling, Tapping Screws ICU FL#10866-Rif 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2 25 LSFC4 25, LSFCfi-25, SFC2.25, SFC4.25, SFC6.25 Sigel Framing Connector fill ■ � ■ 2 HRS6; HRSS; HRS12 FHA6, FHA9, FHAl2, FHA18: FHA24; FHA30, MSTI26, MSTI36; Straps 97 mil (12.ga) 5 LSSC425, LSSC6 25, SSC2.25, SSC4:25, SSC6.25, MSSC225, MSSC4.25, MSSC625, Steel Stud Conne❑tors Sep # Product Modal, Number or Name Product Descrlptlpn MST14S; MSTI60, MSTI72 SIMST27, S/MST37, SIMST48 MSSC425KW, MSSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL#15363-R3 ,6 RCKW3, RCKW5,5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Well Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43 5, SCB45 5, 801347,5, 80849.5, SCB411.5, MSCS45.5, MSCS47.5 Bypass Framing Slide -Clip Connector D_ 3 GH46-6, GH46-8, 01­148-6, GH48-8, GH410-6, GH410-8, GH66-8, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5197, SCS62 5197, SCS62-5f118, SCS82-51118 Bypass Framing Connector 8, GH610-6, GHel O-5 6 180811325, SUBH3 25, MSUSH3 25 Bridging Connector 1 AS 16, AS 18S5, AS 18S6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB56, GL65C, GL65D, GLB7A, GL67B, GL67C, 01-137D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 110 SJC8,25, SJC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GSLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector 0 S` ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST0215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HG7-2, H07-3, HGT-4 Heavy Girder Tiedowm 10 MSTC66, MSTC78, STS236 Straps 68 mil (14 ga) Screws W 6 UFPI0SDS3 Universal Foundation Plate 11 MTS12, MT818, MTS18, MTS20, M7S30, MTS24C, MTS300 Medium Twist Straps 13 X01S1016, XQ1 B1016-4K, XQ181214. X0181214-3.5K, XQ78S1224, XQ7861224-3K, 410-16: #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, SI131.81, SI62-1)6, S1B2.37, SIBZ56, S7132,68, SIB3,12, S163:56, S1B3.62, SIB4,06, Top Flange Joist Hangers FL#15730-R4 XQ1 14S1224, X01 14B1 224-2.5K, XQ1 12S1224, XQ1 I2B1224-2K, X34BI016-5K, Tapping Screws Q SIB4.12, SB4.28, SJB4.75, SiB5.50 X1S1010, Xi81016.4K XiS1214, X1B1214-3-5K 13 S/BA2.12/8, S/BA2.12110, S/BA2.121127 S/BA2.12/14, SBA4.18/8, S1BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Numtier or Name Product Description z S/BA4.18112, SIBA418114 1 ET -HP Adhesive Anchor for concrete z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75 GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S1H08S, SIHD88, S1HD10S; SIHDIOB, SMDI5S, SfHD156 Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S1HDU4, S1HDU6, SIHOU9, SIHDUI1 Holdowns PDPAWL-MG, PSVL3,PSVL3 K; POLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete �- SHEET N0, August 10, 2022 PA 1.3 II---- I III--ITI-T­T i i I I 1.10 ; i s ,. i ,,,n,i,flh ,i,u: ua,oau aanuu uru,r-or..r:r,l«iii,,, ,r.: 1.1 9 1 1� i- i� � (3) > MIAMI- IMM-DADE COUNTY' PRODUCT-CONrROL SEC`rWN PGT Indmuies, Int. PGT.1ndnstrjes.1nc, Ld) 2 4— -6 0 PGTIndustries.1w. 1 I'M5 SV" 16 SLtree� Ro= 20.ff, NOTICE OF ACCEPTANCE: EVWIENCE S113MITTED NOTICE OF ACCEPTANCE: ENIDENCE SUBMITTED D"AMIENTOF REGMAT ORYAa0EC0N_0A0CRES0tTKCESP=) Mi=L, Floh& 33175-2474 NOTICE OFACCEPTANCIE: EVEDFINCESIT133HrTED BCLUM A" CODE ADIMUSMAnON-DrVISION T(796)315-2590 FPIW315�21599 NOTICE OF ACCEPT.A-NCE (NOA) WWW_n"9[M*"_ZWAC*KQ=V 1. Evidence submitted under preAious_N,-0A D. QU1.UrFY ASSUIL4,NCE Cn -cu U) A. DRAWLNGS B. TESTS (continued) 1­ 1%ami Dade Department of Regulatory and Economic Rrunn-ces (RER)_ CD Q -0 0 PGTLulustries, Inc. 1070 Technolo&y Drive, L Mam-tfacturees die drawingsand sections. 5- Testrepofton 1) Air InfiltratioriTest, per FBC, TAS 202-94 = 0 0 5_ North Venict, FL 34275 (Stiby&ed anderNO-4 Ne. 11-0107 04) -1) Uniform Static Aw Pressure Test- per FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS LL -SCOFE: Drawing No. 30-:5570.0, titled cVinyl Sliding Glass Door NO.AaW% sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. L Notice of Acceptance No. 1-54-5128.14 issued toVisiGn Extrusion Limited fortheir .0 M 0 Lf.— This N-Mik is beingissued under theapplicable rules andregulations- governin _R the use of const-uFtionmaterials- The pre through2lof2l. pared byrnanufacturerr dated 10,105/15, vvithrevision A dated 4) Lug Missile Impact Test per FBC, TAS 201 -94 --%Nlhke Rigid PVC Exterior Extrusions for W- indows and Deere'. dated 0813/15, U) 0 > E 2 documentation submitted has beenreviewed and acc&pW;by Xtiami-Dade CountyRER_Prodixt Control Section, to OVD511 7, signed and sealed by A- LNma Nlillff_ P E. 5) Cyclic Wind Prev-mm Loadingper FBC, TAS2.03-94 expir-irig on W30)19. (D (D C�L be wed In Miami Dade Cov&y and oWrueaswhery allm-ed byte Autmity Having Juri-Action (AHJ). 6) Fwed Eutty Test, per FBC, TAS 202-94 2. Notice of AcceptanceNo. 16-4920.0.8 issued toVision F-mmsion Limited fortheir '17E C_ Cn M Thlis-NOA shafl not be valid afterthe expumfien date statedbelow-The Miami -Dade CountyProduct Centrol. Secian B. TESTS of Mnyl d1&W &Ss along with marked -up dmmgs and installation d-bgrain door prepared 1000 Tan 2-02 and bghter Shades (Non-AMAte) Rigid PVC Extettor Extmisions for U) (In Nfia= Dade County) andlor the AW (in arms other tha , aMimuDa& County) reserve the aght to have this I - Test report on 1) Unifbim Static Air Pressure Test, per FBC._ TAS 202-94 by Fentstration Tmting 1,-b- Inc., Test -Rtpoft No. FTL &549, 6q5, signed and . dated I 1,V - Windows -and Doors", dated 1210.846, expiring CL on 12129,q product of material testedfarquality assurancepulpWm_ Iftis product ormatermUmb-topeffamin the accepted 7) Large Missile Impact Test FBC__ TAS 201-94 - per - sealed by Idalmis Ortega, P. E_ (Test report revised on 1.2.04-115 and 02111.116) 3- Notice of Acceptance No. 1-,"528.15 issued to; Vision F_xtrusion Limited for their maiiner� the rwqmif� diner will invurthe expense of suchte-sting andthe AHTmay mmudiately revake- ino dify, or 3) Cyclic Wind Pressure Loading per FBC7 TAS 2,03-94 6- Testreport on 1) Air InflAration Test- per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) Ulme Rigid PVC Exterior Extrusions for .mpend tte -use of -such product or material within their jurisdiction. RER reserves the ri�ghtto revoke this -UP along with marked drawings and installation diagram of myl sliding glass door, prepared 2) Uniform Static Air Pressure Test, per FB1Cr TAS 202-94 W-Indows and Doors" dated 0&13115 r expiring on 0.030119- I acceptance, if it is determined byNIvni- Dade County ProAwt Coirtrol Sectiom that thisproductormatefial fails to meet ifte requirements of the applicable budding codL-- by Fenestration Testing: Lab- Inc - Test Report No- FTL 8717- dated 12,07115, signed and 3) Water -Resistance Test, per FBC, TAS 22022-94. 4. Notice of Acceptance No- 16-0712.02 isssued to ENERGI FenesiratienSolutions. USA, This product is appro;vda&desa*edhereinandhas been desu pedto comply with 1he Florida Budding Coder seated by 1dalmis Ortega, P_ E_ (Test report revised on 02,115!16 an d QL24116) 4) Large Missile Impact Tea per FBC, TAS 201-94 Inc. for their -TA-N 3040 and Lighter Shades (Nou-Uldte) Rigid PVC Exterior iticluding the High Velocity Hurricane Zone- 211, Test on 1) Air Infiltration Test , per FBC. TAS 2 02-94 report 5) Cyclic Wind Pressw Loading per FBC, TAS 203-94 Exh-usions forWmdows and Doors- dated 091150'16- expiring on 0-7,104L31. DIESCIZIPTION-i- Seties"5576i2770" VinviSfiding Glass Door (R-tin14rced)wA"9tr& IV corners-1,3U. 2) Uniforra Static Air Pressure Test- perFBC, TAS 202-94 along with marked -up &-awings and mst.-Jhtm dagram. of virryl Sliding glass d oor., prepared 5� Notice of Acceptance No- 1"712,64 i&%jed toENEKGIFeuestrationS61-utions USA, AyrRov.kLDocn.,,mN-T. Drawing_ No. _mD-;_470.0RevB, titled "Vinyl Sh-diqZGhssDoorN0A(1.N1P`, sheet 3) Water Resistance Test, per FBC, DkS 202-94- byFenestrationTesting Lab -Inc, Test Report No-, FTL 8-552, dated 1MV15, signed and Inc, fhr their -Bronze and Lighter Shades of Cap Coated Rigid PVCExterior " I through 2 1: of 2 1, prepared-kvinaafactiuvr, dated I 0;05YI 5 and List revised on 0'110 IL7 1, signed 2nd sealed by 4) Large Missile Impact Test per FBC, TAS 101-94 sealed by1dalmis Ortega, P1. E_ (Test report revised on 02115�2016) Extrusions for Vkindows. and Dom, dated 09115il6 expiring on 0446,20. A. Lynn Miller, P-E., bearing the Nliainii-Dade County-Froduct Contriol. Reiision statrip with the Notice of 5) cyclic Wind Rfmme Loading per FBC_ TAS 203-94 T Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 S. Notice of Acceptance No. 1"712.03, issued, to ENERGI Fenestration Solutions USA, --W At ceptmce number mid expiration date by the A—Emm Dade Cz=uy Fio duct Control Section 6) Forced Entry Test, per FBC, TAS 202-M 2) Large Mi sile Impact Test per FBC, TAS,261 -94 Inc. for their Iiite Rigid PVC Extexim - Extrusions for Windows and Doors" dated Z N R_tTriG: Large and Sniall Afissfle Impact Resista nt along with marked -up draw in gs ar 9 installation , d ia gram o f viuyl sliding glas s do or, prepared 3) Cyclic Wind?tessum Loading per FBC_ TAS 203-94 6&10117, exTiriq on012Vj8_ .811.SSlLE'LVT.XCT Limitations- by Fenestration Testing Lab, Inc., Test Report -No. FTL 9:,U- dated 1 IJV&15� signed and along withmarked-up drawings and installation diagram of,%*ylsliding glass dm� prqrwed 7. Test rrportsNo(s)� 10-W2-792(A)t i0-0&M0527_ 535753-09. perASTNE-94, 1. See table 1 (sheet.Z) and table 2 (.-jheet D i6arapphcableSGD unit sizes, design pressum- reinfcfeements types, sealed by I dalmis 0 rteg a, P_ E_ (Test report revised on 0 1 ffi4 d 6 and 0 21Y 111'20 16) by Fenestration Testing Lab. Inc. Test Report No. FTL 6639 (.sarrplm A-1 thru. A-22), dated AST11D 1929 and ASD�AD-63 5, issued by EXOVA to Visim Extnmion for cellulosic Slas-stypes, sillriser(see Tables]3-1 & B-2.sheetsi 7-8). and anchorlayout sheets requirements in I I thru 16� 3, Test report an 1) Air Infiltration Test, per FBC_ TAS 2 02-94 11 [19A0- signed and sealed by Jorge A- Canso, P. E_ (SubmNed rinder N-0-4 Alo..11- czmposite material 2. Rigid White AFC, Tan (Non -white) RigiJPVC andBiromm coated (Painted orlarn ted) white Ri�pd PVC to be 2) Uiffbm Static Air Pressure Test. per FBC, TAS 202-94 9167 0-4) (Subirfi&4 under labc4ed per referenced NOA's f eqwi renents. 3) Water Resist3nce Test, per FBC, TAS 202-94 8 Test report on 1).Air Infiltration Test, pm FBC- TAS 202-94 8- Notice ofAcceptance No. 14-0916.11 issued to Kuraray Americ- a., Inc. for their 3. Egress op erab le doors mmt comply with min clear width or height per FB C requirement as apphcable� 4) Large Nfissile In4w Test per FBC, TAS 201-94 2) Uniforn-i Static Air Pressure Test, per FBC, TAS 2072-0-4 �Seiitry Glast- (Cie-ar and Uliw) Interlayer', uq�iiing on OT04,11-8- 4. Focicetwallsunder sepameapprovA. to be ire ruiewedby Building official 5) Cyclic Wind PTe&-A= Loading M FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 22072-94- Notic�'of Acceptarice No. l&1117.01 issued to Kwway.America, Inc- for their LABELING: Each unit shall bear a pewment label with the nianufacturves name or log-o city. -state and i�eries and 6) F�rw d Eutry Test, pet -FBC , TAL S 2 02-94 4) Large Missile laVart Test per-FBC, TAS 201-94 "Trosifel-9 ITInaclear, Clearand' Color PN7B Interlayers", expiring on 07,0&19, following statenie:at: 'Wiami-Dade County Product Control Apjvovvd7'.. noted her eimL along with marked draw- and instalblioa diagram of virryl sliding, glass door, prepared -UP nip 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-04 PLENEWAL of this N-OA. "be considered after a rfteiml application has been filed and there has beem-no by Fenestration Testing Lab, lnc.� Te5t Rrpott No- FTL R147., dated 12YO411.5- sigued and 6) Forced Entry Test, per FB C. TAS 202-94 F. STALTEXIENTS change in the applicablebuilding code negativeh- affecting the performance offliis product, sealed by Idalmis Ortega, P. E. (Test report re�vised on 02115116), along with mmlxd-up drawings and instalation diagram, of vmyl sliding glass door,. prepared L Statement letter of conformance with FBC-5&Edidon (2014) and FB C-6*Edition TERA-UNA-110N of thisNOAvkrill oem after theexpuiationdate or if theie has be4m a fell-KI.M.orchange in. the 4- Test report on 1) Air-Infiltratim Test- per FBC,. TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No-IFTL 6337 (samples A-1 thru AL-5). dated (20177� issued by manufacturu. dated 0&14.117� signed & seaked by Lynn Millff, P�E_ materiah, use, andtoTmamitwimeofthepjroductorproce-%. Misuse ofthis NOA asanendarsement of =Yprocklct, 2) Uniform Static Air-Ptessure Test- per FBC_ T_kS 202-94 l2t6qO, signed and sealed by Jo w, A- Causo, P. E. (S'ubmiard underNO-4.Na. 11- 2- Statement 4etter ofuo financial interest, dated D4/1&IT, issued byrnanufacturer, sign ed for sales. advmtm�w or my othefpurposes Aa automa6callyterminale this NOA. Failureto. complywith any y 3) Water Resistance Test- per FBC., TAS 20M4 010709) & sealed by Lynn Miller- P.E, section of 61s NOA shaUbe cause �br*rnaiiiation and renzoval ofN0A. 4) Lxge Mssfle.InVad Ted per.FBC. TAS 201-94 3- Letter of lab compliance, part of the. abaw test reports. -AMT-RME-N-11-N-T . The N GA nu wbe r preceded by the words Miami -Da de Counly- Rorida, mid fo llowed by th e 5) Cyclic Wind PiesmeLoading per FBC, TAS203-94 C. CALCULATIONS 4. RER. Test Proposal. No. 17--038T. dated 05i05el 7. signed by Ishaq Chanda, P,E_ I expiration date maybe displayed in advertising literature. If kuy ,portion of the NOAis displayed, then it sh all be 6) Forced Entry Teo, per FBC, T_kS,202-94 I Anchor venfkation calculatmw and, stmehual anshysis, complying -%A FBC-2014, done in its entirety- along with marked -up drawings and aLtallation diagram of vmyl sliding glass do". prepared prepared by PGT_ dated 1110911 5and last mised on, 021115 �1 6, signed and sealed by 'G. OTHER 'NoticeofAcceptmceNo. IN -SE C-11ON: A copvof theutiteNOAsball bepxoxicledto theuserby-the mazActureror its distrfttas and by Fenf stration Testing Lab- Inc. - Test ReportNe. Yn 95U,- dated 12t'04;1 5 t signed and An*myl.M.Uef,,P.E.(Sitb,ffriffe-dnnde.r.V A., -1110,,01 W No. 15 1. 155-1210;,01, issued toPGTIndustrie&jGrtbrkSeries %hall beavailable.for inspection at thejob site at the request of the Building Official. sealed by Idalaiis Ortega, R E_ (rmt repat revised an 0 1 0D4114 mid 02,1113 6). 7 Glazing couplies with ASTME-1300-09- ­55570P,770" Vinyl Sliding Glass Door (Reinforced) - L.M.1, 2 expiring on 04J1+21 This NOA revises &r#news NOA920-0429.05 and consists of thispape I and e�;idence pages E-1. E-2. E-1. E,4, -tn .1, h.L,, E-5 & E-6 as wellas approval document mentioned abo�*_ Thesvbmitted doc Ott= was reviemed by Isbaq L Chanda, PX� hhaq,L Clamda, PZ Ishaq L chanda. P.E. Uaq L Chands, PX, C2 LU CL Product Control"Uuit Supervisor Product Comm] r�nit Supervisor Ptoduelt Cowal Unij SuperviWr CL NOA, No. 2 1 -610 5.9 3 N 0A -N7*. 2 1 - 0 2 05. 0 3 NDA No. 21-020-CA-1 N0�4L 1,9 4. o;.'D 3 lExpiratiou Da t*t ApriI14,M6 Exj�xradoa Date,,Aprit 14,2026 Approv2l Mte. March 25, 20! 1 ExpiratknDare- Apr:H14.2026 Approval Datef March IS, 2021 ExpiratiouNte" April 14,2626 LL- CU C= Approval Dato.-March 15,2021 -Approva I Datt. March 25, 2021 C= Page I E-1 E _2 z C�j E C, C1, E PGT Industries. Inc. CGI Wmdows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPT-kNiCE: EN7E[)F-N'CE SILT BAUTTIED TNOTICT OF ACCEPT.kNCE.- E-A-MENCESUMUTTED NOTICE OF ACCEPTANCE: EV11)ENCY. SL71B11ITTE-1) 2. Evidence Submitted under pre -dons submittal E. XLXTERLAL CER TIFICATIONS (continue) 3. New Evidence Submitted -7 Quartex Part Suaer Sipacer Standard complying with ASMI C518 Therrual Conductivity A. DRAAA1Ni_GS 0-891 BTU -in! br--f t2�--F, ASTM F 1249 Mfti-Pass, ASTM D-39850sygen-Pass, ASD4 E A- DRAINILNGS 1. Drawirm No. AID-5570.0 RerB, titled"Virryl Sliding Glass Door N OA (LN!V', sheds 2196 LG_ Durability -No Fog -Pass. (Submi-Ned underpretivas jV0A1N7o. 1_T-0409.0$� 'I. Drawitag No- AID-5570.0 R#v B, titled "Vinyl Sliding Glass Door-NOA aW, sheets I I dmit 21 of 2 1, prepared by manufacturer, dated 10,05.4 5 and last rei4sed on through 21 of2l, prepared by manufacturer, dated 10�05/15 and last, revisie don027ML21- 04,22t_20, signed and seak-d by A- Lynn Miller, P_E_ .6, Quanex Part Durase conVlymg withASTM C51S.Themal Conductivity 2.229 BTU ­in,' signed and Seale - Lynn Millm, P_`E_ ed by A br_-W�-`F, ASTM F 1249 Pass- ASIM D 1434 Amon Penmeance-Pass, ASTM. E WVTR Note 1111S feVL�;J= consists replacen=t Of Same C=Mg installation Screw vw4h flat head- B. TESTS 2189 LG_ Durability -No Fo& ASTM E 546 Dew Point beveb�w=t -2W in 48 hrs- 1. Test reportson: 1) Ak Infiltratim Test, per FBC. TAS 202-94 (Subin ilkd nnder NOA lVa. IM46k 05). 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extruaionsr Ltd- Parts comply� with PVC-AANIA 303-13, Vohinfary Specification B. TIESTS 3) Water Resistance Test- per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PIVC) Exteri" Profiles for Vision Extrusions, Ltd - Arm 1 by L None- 4) ixge Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Pmfile Certificat ion Program. (SubmNed un der iV 0.4 Na 15- 5) Cyclic Wind Piess- =,—Loadingper, FBC, TAS220-3-94 0409.615) C. CAL CMAXIONS along with markBd-up drawrings and installation diagram of an. PGT Industries, Inc- 8_ V inon ExtnL-;ims_ Lt d - Parts complying � with PVC;-A.AKk 3 03 43 L. Nonf-, repre,%ntative undslisted below and -tested to qualify Dowstl 791 aridDowsil 98� silicones, (,Snt�mlfted underIVOAX& 154469.105) prepared by Fenestration Testing Laboratory- Inc-, Test Reports No - 9- P`VC­AAMA 303-13, Voluntay Specification for Rigid Polyvinyl Chloride (P"VQ Exterior D. QUAIMASSMUNCE FTL-7897, PGT PW5520 PVC Fhwd Window (imit 6 in proposal), dated 0,0103! 14 Profiles for Vision EKtmmns- Ltd.-7VEX-1 by AAMA Fenestration Extenor Pfofile 1. Mi2mi-Dade Depmtrawl of Regulatory and Economic Resource s IFTL-20-2107.1. PGT SGD780 Alunintim. Sliding Glass Door (unit 7 in proposap FIL-20- Certification Prograim 2107.2, PGT CA-740 Abm. Outswing Casement'Alimdow (unit 9 inproposal) FIL-20- 10. Notice of Acceptance No- 184217.14 issued to Eneq� Fenestration Solution, USA- Inc. for E, 3,11TERL-iL CERTMCATIONS. 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in Proposal) and FTL�20-2107.4_ thek -Tan 3040 & light shade (nun­whhL�,) White Rigid PVC Exterior Extimsions for L Notice.- off Acceptance No- 1"305.0-2 issued to-Kurn-ayAmerica. Ime. fbirtheir PGT PW`76210A Aluumm Fixed Window (unit 10 in proposal) dated 07/13)20, all signed 1361adows and Doors-. ex;Aring on M-fift.121 "Trasifolt Ultraclear, Clear, and Color PVB Glass Interlayers77- empiring, on 07VS124- 0 and sealed by Idahnis Ortega. P_E_ 11 Notice of Acceptance No. 1"121.02 issued to Energi Fenestration Solutim USA, Inc, for 2- N ot ice- of Acceptance NNo. 17-080& 02 issued to K ura ray America, int. for their L_ their-senies"White Rigid PVC Exterior Extrusions for Wliudowsmd Dews'% expiting on "SentryGlast (Clear and Ulke) Gkss Interlayeii" expiring on 07,'04j23_ > C. CALCULATIONS 3- Notice ofAcceptaitce No- 18-1106.10 issued to Vision Emmons Linuted for t1mrBrowu 0 L Anchor verification cak-vhhons and structural awlysis..coinplyiog with FBC 7tb I-) Notice -of Acceptance No- 2"203.03 issued to,,Enerp Fenestration. Solution, USA, Inc. for CoaW (Painted or Laminated) NkUte Rigid PVC Exterior Extrusions for INindows Edition, (2020)� dated OV22020, prepared by manufacturer- signed and sealed -by their "Bronze & fight shade cap 'coated XAThite Rigid PVC Exterior Exh-usions, for and Doors7. expiring an 09130,,24- -0-0 0 AutbanyLyunminer- P.E_ NVindowsaudDoors". eViringon.04,16125- 4_ Notw-je. ofAcceptance No- 18-1106.11 issued to Vision Extrusions Lirmited for their ser� =3 Glazing co-n4Aies with ASTIMEI-W-K-09.42 and -16. "NT-1000 Tan 202 and lighter shade&(_N1-on-1X1ft*) Rigid Cellular PVCF-iterior _0 D. QUALM7 A S STLM14,.N- C E F. STATEMENTS Extrusous for Windows and Doors", expiring on 1129,02 1. 0 Miami -Dade Departuxut of Regulatory and Economic Resources (RER). 1. Statement letter of confornrance to FBC 71b Edition (2020), dated 04,22,20- issued by mmuftcnirer, signed and sealed by Anthony Lynn Miller. RE. F, STXTEMEINTS E. '3LXTERLJiL CERTIFICATION-S 2. Statement letter of no financial interest and of indepmdenl_iss� by marrafacturtr. dated L Statertiesit letter of conformance to YBC 7" Edition (2020), dated 02101,21, issued by j 1. Notice of Acceptance No. 19-030-5.02 issued to Kurarav America, Inc. for their 0411 SP_0� signed and sealed by Anthorry Lym Millff, P _E. manufacturer, signed and sealed by Anthony L�ym Miller, P -E. - Cl) "TrosifoW Ultraclear, Clear, and Color PX`B Glass Interlaver. expmug on, 3. Private Labeling Agreement document beftteen PGT, dated -03/30.A5 and signed by all 2- Private Labeling Agreement dated 03)OV-71 betwem PGT Industrks Inc. and CGI CU 07iW24- involved parties, Windows and, Dom Inc,., signed b _V Dew N1. Ruatic, P.E., VY. Engineering, on beltalf of M 1. Notice of Acceptance No. 17-0908.02 issued to Kuraray America, Inc. for th& ", _07104121 both.companies- -S#nttTGbs1, (Clear zmd'VV1We) G Liss Iftterfaverf expifing on OTHERS 3- Notice of Acceptance No. 18-1106.10 iss to Vision Extrusions Limited for their "Brown 'Laminated) L 11is NGA resises N0.A# 17-0420.06(PVTwiiCGI) and updates toFRC2020 (7*EditiouX G. OTHERS "0 Coated (Painted or White Rigid PVC Exterior Exh-usions e.Viring 0411101- 1- lbkNOAreN!ses&ivnewsNOA-#-20-0-429.OSTLAw/C,GI),tVii�.gO-4114/?-6, forWindows and Doors�'_ e4ding on 0930,124. 2- RER Test proposals 919-1155, dated 011102-0 approved by IshaqI_ Chanda-P-E. e-vmng 2. Ile current associated PLA CGI f ike #21-020_5%,01, expiring 04114126. M -1. Notice of Acceptance No. 18-1106.11 issued to V ision Extnn4orrs Limited for their 0414P21, Uj serin "VE 1000 Tan 202 and boter shades Rigid CellularPVC Exterior Extmsions for Windows and Doors-. expiring on 1129/21- < lshstq L Clmn&4 PX, Ishaq L Ckan&. PE. Z L C%auda, P1. Produd Control unit supe-nisor Pr.110ex C.UrrA u" sw,rm. or Product Control Unit SupLrTiser NDA Nih 21-01.0-5.03 'Expi" tion Date. April 14,2 016 Expiratiou Dade. April 14,1026 Expiration DA re'. April 14,:,026 Approval Da te-MarelL 2S, Z021 ApprovidDatej.- XIArtk 2�,2021 _Approv�tl Mw,. Afarck !E", 10.21 1E -5 14 E -4 SHEET NO.. August 10, 202211 PA 1.4 1i __T__j I I ffl, __T —If J M , I - - I — — — — — - - ___ - - __ i - - I 1 .1 ;j , I III � I , i I , I'll W1 191114A, J�� "t, Al A IVA.''A ljadijlljl� 1,1111difill 11 1;[ 1 1 � I 1� I Ill - U MIAMl�L7kAL3E MiAlYil-11ADE COUNTY � � CL O O PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete U ALLC Cast -Crete USA. LLC � -0, DEPARTMENT Al2TMENT OF REGULATORY AND ECONOMIC RESOURCES (RER} 11805 SW 26 Street, Room 208 - -� BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U W Ch 0 Ca -co_ NOTICE OF ACCEPTANCE (NOA) www miamidadg.2ov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605,04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 L_ L Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS LL Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'", sheet 1 of 1, 1_ Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of CU 0 O Co prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared b Craig Parrino, P. dated March 24, 2003 and Drawing No. p p y g 1, dated 03I 4 103 and Drawing No. LT4612, titled "Cast -Crete 4" 6" & 12 " Ca O > -0 SCOPE: "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets 1 through 3 of3, prepared by „ ,< LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables"sheets 1 bintel Safe Laad Tables , sheets I through 3 of 3, last reuiston doled 06112114, all -- E O N L_ This NOA is beingissued under the applicable rules and regulations governing the use o construction materials. PP g g 1 Crag Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both g through 3 of 3, prepared by Craig Parrino, P.E., dated .March 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E., on 08119114, -cn -+-� Q to O Ca Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, RK revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on -� co s= H— � Q Section to be used in Miami Dade County and other areas where allowed by the Authority 1-laving Jurisdiction B. TESTS March 22, 2012. B. TESTS- . (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 Unfilled ModeIs, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (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, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher.4. Haman, P.E. C. 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. CALCI.1%.,ATIONS D. QUALITY ASSURANCE this acceptance, if it is determined b Miami -Dade Coup Product Control Section that this product or material p Y �' P 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 es, prepared b Craig -f Peg P P }' g D. QUALITY ASSURANCE 1. By swami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed avid sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regultatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein and has been designed t comply w' e V p pp n des gn d o o ply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12";High Strength Precast and Prestressed Concrete Lintels D. MATERIAL. CERTIFICATION- F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1, Letter from Cast -Crete USA, Inc., dated 0811912014, 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 � g 2002• 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed .�` P rY Parrino, P.E., certifyingcom liance with the Florida Building Code 014 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. Casi-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 ## 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled prepared y g 8 1, None. B. TESTS County .logo. "Cast -Crete 4", 6" & 12"Lintel Safe ,Lead Tables'", sheets 1 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 Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TEST'S C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. Norte. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1 None.D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).mi 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 Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER F7 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. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, 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. elmyA. Makar, P.E., M.S. ehny A. Makar, P.E., M.S. :, elmy A. Makar, P.E., M.S. o � : Pro uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor a f NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 °' 'U �, MIAMH>ADE 2-0 YExpiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date- 09/11/2023 Expiration Date- 09/11/2023 C3 Approval Hate: 08l20/2020 Approval Date: 08l20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 a C.�, Pagel E-1 E-2 E-3 a c3 N M LL `N d CNV Qy Q- -G tl7 E ' U C E 9 � L1 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1, None. 1. Mone B. TESTS B. TESTS U) 1, None. 1. None. C. CALCULATIONS C. CALCULATIONS (D 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By 1141ami-Dade County Department of Regulatory and Economic Resources (RER). 1. 8y h4ami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS , f.r 1. Nrne. 1. None. CD F. OTHER F. OTHER. U) 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- z 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. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130,14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued b Cast- P g y � > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. � 0 1. Drawing Na. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of \� Q 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 Q through 3 of 3, prepared by Craig Parrino, P.E., dated .March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS Q CD 1. None. D. QUALITY ASSURANCE +� U 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q L None: Q_ F. OTHER Article of Conversion for a name change. O1. L� w � {C41elvay A. Makar, P.E., M.S. 47 Helmy A. Makar, P.E., M.S. z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630..15 NOA No. 20-0630.15 Z Expiration late: 09/11/2023 Expiration Bate: 09111/2023 Q Approval Date: 08/20/2020 Approval Date; 08/20/2020 E-4 E-5 a SHEET NO. August 10, 2022 PA 1.5 C_ ZI ILI ECO IP4 \ TILLIT TESTING & ENGINEERING COMPANY PROT)tl CM'%',A)IAV&UQ&ffR0[XND_NAZR& 2 22_-T_E_ST.REPORT$: 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 IM=LCT_tYALUATrUX kEMWE NO, 3 6. MAIRRIAL CHARACTERIST �CS AND SPECIFICATIOft 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 WATTER A- 71LLET, JR., P.E. --------, tilteco@ad com y,?X,LI­N..44TR7 YL CA 11-91, Mft719 as ,Per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports A! 96-569 dated 08/0911996, #96-570 dated 09[18/1996, 26, of Product Evaluation Document (RE.D.), drawing No, 20-176. PRODUCT EVALUATION REPO #96-T30 dated 09/20/19K all three signed and sealed by Hector M. Medina, P.E_ Fenestration Testing Laboratory, Inc, reports * 2032 dated 04/18/1998 and # 2126 dated 10106/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE; REPORT NO.: 20-0728.01 0219.01-09, dated March 4,2009, signed and sealed by Edmundo, Lah�iaospada, P.E. and Henry Hattem, P.E. 7.1. Shall be stdctly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March III, 2009, on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E. D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P-E. prepared by Tilleco, Inc. and signed and sealed by Walter A. Tillit, Jr., RE, PRODUCT $US -CATEGORY- Storm Panels 2_1--STRUCTURAL EIRGIN ERIN CAJ�GJJ t T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global P length based on ratlonal and comparative analysis, and In accordance with 7.3. Product shall only be installed into poured concrete, concrete block, and ytarAlonProducJ&JLr,. 4800 S.W. 51 Street section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. DaVie, Florida33314 dated 11103108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. 1, PURPOSE OF EVALUATI N; 3. MISSILE IMPACT RESISTANCE: Product Evaluaffon Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of"Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and 4. WIND LOADS RESISTANCFE: o0,,%IVo1i1ff1)t,,t . ?, N T 1 4 4 ",,,I,, I& 1111� % Professional Regulation. ' 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind 111_�� - .../IIN 0, , ` /�11_1_ . f�._`v\CI Noe`.!... lk This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2OO20 Seventh Edition of the pressures. Maximum panel length shall beas Indicated on sheets 8,10,14,15, 16,19, 25 and 26 of26 of Product Evaluation Document (P.E.D.), drawing No. . ,� ­-­ ' . 1� -1 - , - � 44167 '-. - Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum AnchorSpacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 7, I.- * .*I I A!,%- STATEOF at least equivalent to that required by the Dodo. 1 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D�), ­__:�� .."I�A5_g 7 , '. F W -4,- drawing No. 20-170, / 1 Ibl,tI,9�,,- 40RAD .�',4 , r... .� I '� . This Product Evaluation Report shall be subject to review and revision In case of � , 0 ...... . INO ' SIONAC� I, ' ",410;N1411110ITION a Building Code change that may affect Its limitations and conditions I INSTALLATION., Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE fiUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Documeritt wArLL D:� TILTECO ADL40N REOCROS I P. E. REPORT-21) � GI -ORAL PROTECTION PRODUCTS, LLC � 20 GAGE 2.1. PRODUCT EVALUATION OOC�UMENT. (P,E.D.)a (P.E.D.), drawing No. 20-176. Minimum reparation to glass shall be as GALVANIZIED 5TEEL STORM PANELI, DRwG * MI 76 � REPOI�T # 20-OM.01 Drawing No. 20-176, filled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14,16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D,), drawing No. 20-176. I'Mit, Jr., P.E.; dated 07128/2020. This drawing is an integral part %% 1P Is I flot", Evaluation Report, "%kkil ,�sl,'Ik�?, A. rj� e �,�& , , k,,,%JJ0lI11FFJ1O,E% ."t �� N �. TQI" !"'. 4_� .. - �11 -,� ......... .'/P��5, ...", " _­1 �111 k EN .. - I - � .. V, W'. 1 .- I/ �, ' �" ' %,q, `-, :P I, ,z�� �-`\�\ZE �' .... . 1-2 ___i_,�z_� . . S ��_ I . ­ - — - __ __ __ ' Y� k 44167 " I I ___��_. �­, 4�� Z--, - _ . � - I Z ­_ 16 . I - �11 - . - Z _ .,---.- - - I - - - 7/1- " - . I I.,/ ze,4__�,., *: _* � 2E � I I , , � = - . �_ . * ,.* * ,;�,, Z, S IS_ . .12. . .­� ," M . I— . I ­__�_ ,� �' i � S I 1, �, , 5�, , , op, - , " O.. " 4 �.' 1. � I -' -' -CO:t STATE OF � - / _9� Z I , RI �. ` 1-I. I - - .... W', i,�s , I P�Z , , " - 6355 N,W, 36th Street, Suite 305, Miuni, Floticfa_ 33166 - Phone: (305) 871-1530 1, ...... NA 11"1141111111111, I Of III I, , I To', I 11 I GENERAL NOT : 8 3) OR CASE TWI PRECAST STONE. OR PRECAST CONCREIE PANELS, STUCCO OR WOOD BOARDS BE POV140 ON THE O" 9M - - EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN S7RU­RXE BEHIND SUCH PANELS. I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.B) HAS BEEN VEMPED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN ST) AND IN 6,2). ACCORDANCE WITH THE n2O Qth EDTITON) OF THE FLORIDA WAITING CODE CC') IQ-a=ba-tO=-UAK--W-=Q-WI&W�-'-M,=A&W-, DESIGN WINO LOAOS SHALL W MERMINED AS PER SECTION i620OF THE ABOVE MENTENCE, CODE, - 1/4'd TAINCON ANCHORS , AS MANUFACTURED BY ITW BUILD", INC 'OR A WIND SIMED AS AEOUTRED Bry THE JURISDICTION WHERE tHFSE SOUFNERS W11 I BE INSTALLED AND - #14­10 PANEULATIE FEAVILE ITO AND PANEUNATF PLUS ANCHORS, AS MANUFACTURED 91 ELCU CONSTRUCTION PRODUCTS FOR A DIRECMNM-17Y FACTOR Kd.OS�, USING ASCE 7-16 AND SHALL Not EXCEED THE MwMUM (OLSTO) - 1/4'. LAG SCREWS PER NDS, DESIGN PRESSURE RATINGS INDICATED ON SHEEtS 7 THRU 12� 14, 15. 1E, 19 * 20. - 7/16'0 � 5187 WOOD BUSTINC. AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPORUALY GO, IN ORDER TO VVRIrV TOIC AOQW_ CONDITION, VLTTMAFE DESIGN WIND LOADS DETERMINED PER ASM 7-TO SHALL BE FIRST REDUCED TO ASO. DESIGN WIND LOADS BY MULTIPLYING FHEM, BY COS IN ORDER TO C 1) MINMOM THREADED PENETRATION INTO WOOD OF IAPCON ANCHORS SHALL BE 1 112- AND 2- FOR ELCO PANCIMATE PLUS COMIT'Alor TIMSE W1 VAX (A,S.0) DESIGN PRESSOJRM RATINGS INDICATED ON SHEETS 7 THRU 17, 10, i5, 16. 10 & 20 AND PANSAMIS FEMALE O. " �) MONNUM r.4EVED PENCTRATON OF LAO SCHIEW. INTO THE WOOD FRAME UIVP SHALL flt 1 I/?- NO rHRMED IN ORDER 79 VEROFY ' TH,A-, AFICHURS, ON THIS P ecr AS TESTED WERE NOT OVER STRESSED. A 3�3X INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SKAI� BE CONSIDERED AS PART THE REMUAWD THREADED PENCTRAVON, V STRESS FOP WIND LOADS WAS HOT USED 1IN THDO ANALYSIS TAMNER5 sPACAG To WOOD HAS BEEN DEFERMINcD IN ACCORDANCE VBW N,D,& 2011t, C�3) MINIMUM EDGE DISTANCE OF LAO SCREft. INTO WOOD SHALL BE AS INMAIM IN THIS DRAWING STORM PANVIL'S ADEQUACY FOR IMPA47T AND WIND RESISTANCE HAS 13EEN VERIFIED IN ACCORDANCE WIT4 SECTION 1626 OF Tilt ABOVE MENTIONED COM AS PER HURRICANE ENGINEERING * TESMNO INC. REPORTS SIS-50, ga-S70 & 96-1,30 AND C,4) I&MIALIM PENETRATION OF WOOD BUSHING SHALL OF 5/8- i/4' 0-20 SCIOEWS USED SNAL, BE I I12- LONG MINIMUM ,WSTRA ... N TESTING LAO ONC.- REPORTS 12032 & Ai2fi . A' PR(POMS TAS-201 TAS-02 AND -203. SHOULD STUCCO DIST AND I* MINIMUM FOR WALLS WITH NO STUCCO AS WELL AS AMERICAN TEST LAO Of SOUTH FLORIDA REPORT 01721 9.01-09� AS PE7R TAS 201. TAS 202 AND TAB 702 STANWADS. CSI IN CASE THAI PRECAST ST`ONE� OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON T14E EXIS1N, 2 ALL IIALoWNUM DTPUSIONS tI, BE 60a�-76 AILLETY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHMET 2 WALI, ANCHORS SHALL BE LONC ENOUGH to REACH THE MAIN MUCTURIE. BEHIND SuCH PANELS AN040RACE So� HE -5 MENTIONEO IN CA) Cl) & C 4) 1 ALL ALUMINUM SHEET METAI USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY (0) ANCHORS SHALL BE "ISTALLE11 Fia-LOWNG ALL OF IRE RECOMMENDATIONS AND SPECIFICATIONS (IF 14E ANCHOOVS WAVIFACTURER A ALL STELL SHEET MORAL PANELS WLI HAVE STRUCTURAL QUALITY STEEL, ASTM A-W DOME 50 MINOMUV 0-60 GALVANIZED STEEL CES*k�TION W/�FV- ",S AAI (AFTER ROLLED'I. 13 PANELS MAY AM BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION -1 THROUGH 10 (SHEETS 4 ROUGH III FXCEPT YO,W H[,-DERS(b4.Q SHALL Not BE USED 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 31115 AIS) SERIES OR CORROSMA, RESISTANT COATED CARBON STEEL AS PER SHALL BE THE RESPONSIBILITY OF THE CONfRACtOR 10 VERIFY THE SOUNDNESS OF THE STIOLOrTURF WHERE SHLIFFER IS TO BE DIN 5QOf8 W/ 50 Ami YIELD STRENGTH AND 90 kii TENSILE STRENGTH & SHALL OOMPVf W/ FLORIDA BUILDING CODE ' �TZIE A D TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCArM BLOCK OR E SECTRTNO 2"' 13.4 WOOD FRAM &T=IW;S. S BOLTS TO BE ASIM A-301 GALVAMIED STEEL, OR ASI 304 SERMS STAINLESS STEEI_ An" 36 ioj WHIMUM -YIELD STREKG`TA 10. EACH REGULAR STORM PARU WITH LENGTHS, OVER V-8 THROUGH 12'�4% AS PER SECTIONS 6. 9. 9 & 10 AND ALTERNATIVES ITW� I ANCTICIRS TO WALL SHALL -BE P40UOWS SW & IOW ON SHEETS 11, 6 A 12 RESPECTIVELY; SHALL HAVE A LEGOBLE AND REAMLY VISIBLE MARKING INSTITUCIING OWNER OR ,AS REow TO SECURE PANELS WITH APPUCOGLE REINFORCEMENT DURING PGRIODS Of OURROCANE WAUIN4 (A) TOLP 41 -F-T IT TOM INSIALIAnOk CONTRAVOR IS TO SFAL/CAULK ALL SHUTTER COMPONENT EDGEI� WHICH RD"N IN CONTINUOUS IF�ONTAE:l WITH - Wtt�� ,logs MANVMTURED BY ITW OUILDC9, ONC:� (W,,,. V­3192 THE atJ,) BUILDING TO PREVENT "ND/RkN INTRUSION - 1/4' 0 � IJU" CAL-4-04 ANCHOK ,AS MANOFACIURED BY DEWILY INC (MIN, V-30co, P.1) - 1/4'0 - ,T/4' %UQ­$ET ANCHORS, A5 DMTA�SUTED BY AIJ, POINT SCREW, BOLT & SPECIALTY CO 12 STORM PANEL INSTALL4TION SHALL COMPLY WM4 SPEC$ INDICAIMD III THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (MI". re-3000 P.1) PROVIDED By THE JURISDICTION WHERE PERIIII IS APPLIED TO - #14-10 PARELMAIIE FFMAU 0 A, PAOVELoAA7, PLUS ANCHORS, AS MANUFACTURED BY aDo CONSTRUCTWA PRDDUCT� � WNOL I , JIMO PPT') 13 (a) THIS PRODUCT EVALUATION DOCUMENT JP.F. 0) PREP941D BY T?IPS ENGINEER IS GENERIC WILL ODFS NOT PROVIDE INFORMATION /4'0 Or T -QMP ANCHORS. ff. FOR A WIT SPECOT, PRIXECT; I., WHERE TOM SITE CONDITIONS DEVIATE FROM THE Pt,L) _ I '_�Z MANUFACTURED By 7RU-FAST CORPORATION (1',.3600 p-,.) A 1) MINIMUM OADEOMEN11 OF TAPCOft ANCHORS INTO POURED CONCRETE SHALL BE , 2' FOR PAFMLIAAW FEUXf (LI) CONTRACTOR to BE RESPONSIBLE FOR rHE SELPMON, PURCHASE AND TOASTALLA'" INCLUDINC LIFE SAFETY OF THIS PRODUCT ��/4'z T, AND PANETIALTE PLUS AND I 1,/A' FOR CF TAP-GMP ANCHORS BASED ON THIS Pzb� PPCVTDEO HE/SHE DOES NOT DEVIATE FROU THE CONDITIONS DETAILED ON T4IS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPOR&BUITY A2) CALK-W A SOLID-SEI ANCHORS Skkl HE EL49EDDED 7/8- "TO THE PO� CONCAM NO EMBEDMENT INID (c) -HIS PRODUCT EVALUATION DOCUMENT woLL BE CONSIDERED INVALID IF MODIFIED, SILMOGG SHALL RE PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG M"MUM SHOULD STUCCO EXIST, 90 I* MRINVU TOP WALLS WITH NO MECIO AND MAY BE H1,MMV SCREWS OR AIL THREADED SCREWS W/o 'MAD. (d) SITE SPV�iC fROJECTS SH�L Of. PREPARED BY A FLORIDA REOISTERM ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH W14G NU-5, ENGINEER OF RECORIT (E.OA.) FOR THE PROJECT AND WHO IMLL BE RESPON90LE FEW THE P%,M USE 0; THE P � EQ� ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEDO TO THE A 31 IN CASE THAT; PRECAST STORIL PRECAST CONCRETE PANELS. PAVERS, STUCCO 09 WOW BOARDS BE FOUND ON THJ E.D ENGINEM, SHALL SUBMIT TO THIS LATTER THE SITE SPV.C*X DRAWINGS FOR REVIEW, EXISTING WALL OR FIOOR� ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORACE SHALL BE AS M04TIONED IN A 1) AND IN A.2) to) THIS P.Eb, SNAU_ BEAR TNE DATE AND ORIGINAL STAL AM SIGNATURE OF THE PROFESSIONAL ENGINEER OT RECORD ThAy PREPARED IT (a) ?,Lm ��,D.�_AoLj�_-_29: /4 . "N ANCHORS AS AIIANUFACIURED 91 I T W SUILOEY, INC 14 SHUITER MANUFAMRER'S LASEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WON SECTION 1209.9.3 Of FLORIDA BUILDING COGE, ONE LAM - 1/4' 0 1 7/4' CALY-ON ANCHORS, AS MANUFACTURED M DCWAL7 INC (OWN, t'l-1500 p­,,� SHALL BE PLACED FOR EVERY OPENING. LABELING TO COIAPLI WnH SECTOR t?09,9,2 OF THE - IX ". X 3/4' SOLTO-SVT ANCHORS, AS DISIRIeUTED Ely ALL P0947 SCREW. BOLT & SPEGLALTY Co. FLORIDA alllLOM CODE TM,N "..1800 PaQ i - #14-10 PANtLMATE F-MALE TO AND PAHELAAATE PLUS ANCHORS� AS MMIKIFACIURED BY ELCO CONSTRUCTION � � � � P i I RMUCTS 1MR4 rt�2071 P., 1) "'IIIIHOOCIIA, - I /41 AI CF TAP-SALP ANCHGRS� AS MANUFACTURED BY TRO-FAST CORPORASON N,­,-KO' _ T143% _ 1� I h N��o B 1) MINIMUM EMBEDMENT OF TAPPON ANCHORS. ELC� PATAELMAITS AND OF I'AP-1140P AKNOR, ItATO THE CON6"-�..`.,CrA,_`.-%�_,%_ - - - FLORIDA BUILDING CODE (High VelocIty N,Ar icome Zone) , __ ­ -_ ­1 - '�" IT ' --. BLOCK UNIT SKAU Sc 1 114. I - - - "' , - f .." I .t ik P=. 'T."Tao. At to . IT 20 GAGE GALVANIZED STEEL STORM PANEL 1. , No. 4 157 - tm�� s, EI-2) CALA-IN & SOLIO-SET ANCHORS SKAVL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT. NO . S - __ � - M20 INTO $Turco SOALt- BE Fmit" T/4* ­20 SCIONS USED SHALL BE 1 I/2- LONG MINIMUM =112 . __­Wr__, / 11�_Co.�..11 GLOBAL PROTECTION PRODUM, LLC. ""Vm" __ �� FKIST, A140 i. VHN�MUM FOR WALLS WrH 40 STUCCO It ______ � \ -- Aw &. 51 — � �p .. ­­ Uf . --�i 4c� r1l - ,� ':�. 0""'. "z 1 .IT. . �, AOL . 21-176 20-176 ,� ,­ - R D1,- .., — - � W1*%X=1TrVo P110. MATS.-YVA FM 0,I`)W__ 0 . S. (,-�'.t­ - JPO ­­ "'­ _ _ -""-,;S/6�1 11" GA-00067 4 "N­'�"`T,"`m` ! ?1T sm M !;* i . OOALTLT A IT. _ . , .. 2j". A__,_ - oHix, I . � ­1011, U2291 - 1, li:iE I 'I I.- - 1, - I ..­_.... I — -------- - . . I I I I INSTALLATION DETAILS FOR REGULAS PANELSQ) & U INIQ MISI1149 ROURED CONCRETE OR CON RETE 91 CK STRUCTURES CONCRETE .,S (SEE ScNexu ON Go.C`MTE AHCHORS, V SHBEOS TWXVOH 9) M.51= -.1 - � " - CONCRETE Noc"Im (SEE SCHMULE ON-­1 � � \ ___ __E11 - 1`1 I .— — 1�', , " (SEE Seld"Lu ON :-04 "" - 1. ,-"T , 4 =&P`=IM51 \� I I '_� 1Z.1" \ 11) I ­=� .;� A EXISTING POURED -41 \ -1 J, _�' - — ­_ " �' I _', mi. 3 , I �� I - `_ , _1 ,A.- - V� M .,Na "`1 , ____. I I ,-, 1112- ,,,��, ' " I _ __ _ , _ �, , __= ., _� 1, I , ,,� ._ , , 1�,,, , ��,.,,:�'..3 �� , ��.,��", I ��� � - "I � ,/ - I � - it I I ,_� 71. , / - ", , -4 n -1 __ rL. - , - - I'll � J-,YF_ ____­l , . . - I i 11 J t I �� WDR-11 . I -. - *_ I �__, EXOSPNO Po ED- �, CONCRETE URED � �11 � - " I i I I T ; T-Mi.. i i I — � I - - ri5p , � - 7 I � � , I _\ � D I'll ,-- T ­_ T .1 , , -, — I I � ___ - ­____, , _­ I � J I I I I I -�k I -1 - - I ­4 -, 1 EX- �'%�', g- _. . 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I X I ;, - � �',�; � '� I-C;Z; -, PIE _. -I I 7, 7 -- ---\ 77, -.7 , 1p" " �,`:,,_,�',�,�-*S' " =77 ­ __ ' ___­­ , � 1/2" _ r:4 REQUIRED. . _ "', � 1 - 51tf=�n -1 T ; - , �.. ��, ", � I �', , I � L, I �� EXISTING FW RED -11 _ _ I ` �_, *0.. ; f" � ,- , ._J , � L I- �, 4, --4_-A - _. —1 , , �3/,'_ - I CONCRETE f - I In, - , __ _�('_. , �� I - " - I , - coo'CRE31: WH0`;S I I,' I I - 1 - REOUIRED � � DKKOS .. , EA, AVG E, , . �o2 11, `� I -0 CONCIR cm McHm � 4, I '� "I - I ;v.-.-,WS& 11 :%, 74A �� . . ; -_(_:�) _ F- � / STUD _- - �, �.A 4�) -...A T CAA, W, ", SCHEDULE ON ,� , - - �, , �SEE SDQXU ON \ - ", It, - C., (sox SCHEMU ON ", sks 0 4, OT�, I �g ... a" SHEETS A THROUGH 9) , , SNEEIS 8 TK"UCK 0) , , " SRUE'S 8 NR(X,QH 1� SHEETS a TNROUW 9) "lliff"O = SCALE 3/8-11 CEII ING AND F R MONT11140 %M,; SCALE 3/8� I' ALURNATE BUILD Our MQUINT! SECTION & SCALE 3/0-1, � _­11, - - ­ --,T-- ______ -,-- I v ED� - EDGE DISTANCE i 1 __C1) (SEE SCHEDULE ON -�. o, %D`AAA`0,` it 1 SHEETS a a 9) To "KAII, T5 i I I I 1 lam.: i I . I , , i @P--, I I F. . . 1 " I, Q_ 1 112 ,/21 .C. �, I i ",%J111104111FIF, Aft, TOP & BOTTOM MCOUNTRIJOS CAN HE COMBINED IN ANY WAY TO ANY I I :�J r_1 AA tg A r, �4 - �4i SUIT INSTALLATION � _t� , .IN ."..'....". If% � , ":V, , , -, ­ -"". ,,,�� 7x �,�,," li:�,v K , , 1­1 �­ _,�, / : .. 0CEN,V�.,-4!k : -., 1�i FLORIDA BUILDING CODE fth Voolocf!y Hurricane Zone) 'E=1"RNPOURCD1 , 3/4 - _ , " - REWRID, -1 � _____,,, _ , ­ - , I co"'Im ANCHM - � - . ­ 2 . . tz . 7 � - = *: * : = - � =20 TOLTIM01 MI 20 GW GALVANIZED STEEL STORM PANEL FP caNOOK go, . IS ON -1 IS. S. �, SPIRTS a THOKAIGN 9; �EIIJNG "NQ "a i _01 : * =_ - �t - Z CP — � - TE - 1O, M : - � 4��. - !;�,- ontia 2 - ­ - ____ GLOBAL PROTECTION PROOUCTS� U.C. ME —Co... \ I fT,L V= SA 51 SIRM "/-.,/,- - . mli�ILM � - - - �­T ,,,,-,,-,,�� YNALIT ITS"M &Z"MM-COMP ONAE. n- M31. = 20-176 , - A. , , , RKAIL W`Hea­7,U6, FAIC, coa.�,,eo", !%;.tI%* I - I 00Q -HA, --- _- Otto I -OW6710 .-,.-j oia ��= � � OWWWO, - . . . - )ATE 'T TM ., I ". BIT � 44 "L � U ��E -_ =­ TOM � I I Z � �rl _LTE --co 1 N TILLIT TESTING A ONGINEgAlIVO COMPANY - - -, - ___ -,- � - I I I � ­­­-- WALTERA. TIUIT, JPL, 111� PRODUCT EVALUATION REPORT REPORT NO.: 20-OT27.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SLIR-CATEGORY- Storm Panels PRODUCT NAME., 24 GAGE GALVANIZED STEEL STORM PANSIL MANUFACTURER: Global Prot&ctlQnY_MdU91JJ.0 4800 S,W. 51 Street Dave, Florida 33314 FI,RP TA­N,O 44i67 FL.�.A, U­ 14..0-306719 1. PURPME OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. nuit, Jr., P.E. (system ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 10 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 I , ntencled at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and Conditions 2. EVIDEN,CE -SUBMITTED: Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No, 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020, This drawing is an integ 'ok V�po%js Evaluation Report. �10 �,'117..,, k�; " ��; I -, ­_ ,�-4',,-t_--'���\C�EN,Y,4-"'-.'.�.� , I . __ ' __'� f `_ - . I -�:_�-'_�f,-_ .�. 4167 -'. 7.,.-, . " 2eA02" , * : 6-151 N.W 36th Stre4t, Suite 305,Nfiam� Florida 33166 -Phone: (305) 9714'*;�Oj�O'ft . ,M-1531 QULAR it LIFE 5AFEIY 5TORM PANE,L$ (SCAUE 1/2-11 ­­­--­ ­­ -1 -1­1 ­­ ­ - I ,-- - - ­`15AW (TOTAL WNYM� . ....... ___ _ _ _ - _ . - � ..... . ___ I I ­_­ � __ - - " ­__ ­__---_IS,W (TOTAL WIDTH)- � ­­ - - ------ -- - : -­.­------ - __ - ____ - --- -- 12�50115` (EFFECTIVE WIDTH) --------- ­ -- --- --- -- -______­r � � � I-, - _ ___ - � , ,,, ,. - 6 1/4' - . ­­­­ - � ­ r i f �-----------6,2W­ - -------- I � ; I : ­1.4fol- _1.3?O-_ - 1�3p._ � /'�-O' I � 1,,,��5w � , --I_NSG`- ,,,, 0.05' MN� THICK ., I ""� � , I ­L I � 1 '14 > I I - r­350'-�,A " -, , , O - I � t I "I" � , � - <, I __ ,�- _�, - , I QN.VAlIZED Sim. " - �., , " � -II� __ t., I , 1 50 MOINI - Ttob-_ � i". ;OI,`� � AM A 003 � r 'N', , ��. DO " " 11� ,MtI ,,, � � " .- 1_/ i - - -,*- _\ - , /,(,� / -CA' 1�65-1, 0046, IAINI THICK 2- " ED-, 1000, 24o*��, __I - \ //"__� F 1� , I � ,I - F. (?' - 4&,) ".S,�- 1 —60 40 ME �, EDGE , ' t \ � I I , WP ASIM A-W T *�` -,' HEMMM DETARL AJ, - 2�000* 2' TYIP, I I I - ­H=r MRAM -10 WOMMAH, / I -­ EDGE � I IETAIL �.T` , - - C.—T -,Cw. I ,_1 '\11 I S_w CALVI / � A. A �,! 411Z 1-- __ - [ \�7,��, - L -I- - ­­ .1.11 __._1_­_11_­ I _-1, -.-- - , - - I - - - - - I ------- - __ 1.'Aw , - - - - __ ______IS,2W____ __ _ (1) 3MffiLftffk (A END STORM PANEL ­-2. I V'- --- �, ; -;.. I -I- 3V .. --- - ------ _7 ", AAIIO�L!; INC UP ­1 , -, � i _iw . . - 11 , . I ! __ ,---- __ -,- a 0, 12� -20. .--. -f ___,___ 11 � - '.250* 100, - - %, . � W/ NEIQAED EDGE, - 1-11, -.---- I I , 1 2"0 - _1,9: - 1/4'V , 14 - ADD, k a - - . — I - I.125 _3N SERADO MOVETED S_& STUD RVERP) - I � . pw. 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TOP EDGE -- _374' , 7W --- : T - - - - .00F ,W- 4 car - 7� � I .. I I I , --- PAM I _188".1, , - I :� 125*,�';;�.-,­= 3N SOM ---' - I � I- I r____ - - _ STOOD, RNEM TO . —I ___\ , I I "'_' 1 __7 -7 , . . 1 1.407'1.063" [ I i I I ra�E�_.4o' � J , ; I I i'�Aw I 'Ir 0c, . _1 F �__ - -_ I ) 1.171' 1 - , ,to . 7i' �a _� -1 I�Swl � I 1 ,4"_ F � &J., '375- / 3- _- r__ ff7..___44'11I:e-_ -- _1� � I t__ _M O' 064. f I � F'..r I � own f� 81 I] ­ _­­ � - i i _24.10" 1 __ - -4 � \ . I %. Tot-z- � 7�0` 7 - �IiS�_ I I I LC=1T U.-N Ak. J : I . I t- . �_ __1 I .OW I .1 _­ .- -1 EVER, PONEL ad" ,-.-- - r t - AD, �W' I I I : . I — 2.0013- - �CEOA- 7.00T (�) KEY HIM WMER "I,_ ,iis;; ____11 - -tm,) : - -M, — aLTBA9K ANOLE (9 3/1- *r- MAM T FLAT PLA= � _�, 1:� I 0.030. (MOK.) - -OW VfiTH STU I GALVANIZED STEEL -� ,,%,JOIIIMJ$#,,,. ( L f-II,, _L�A-­,I� I � - --,--- -1 .o:, I?L � , k N; - -� A, * r 14/ivf, � __Y.� 15- ,ox-, �, f , - / -1 � I �A,X - ".... A � " , . . _N 0*0� �. 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USE TOM NUT */OUT DA"L n- wal. �4;_ _—_ ='V='#.9O-= MCI,- tos-OOON-Ta.'A w ("O,yeo-orm 20-176 ALUMINMM ANG MONOLITHIC WASHER W/ ADDITIONAL y I - 010 1I_N" I _; "I'll -_ . 7/8`ftT/32' WASHER WARLESS I 01"A"NOO IN, ­1 Z-- I - I = on ,XXft P,ATM Sffla). A�E SEAL,ADOMANAOS/GATE C"01w, . - - �� � I .. .1, I . ­ , , , - , - , . 11 - 11 - -_ --- , , I I — I I I ­­­ INSTALLABON DETAU - F_QR_ ROULAR PAN LS a-) & 11A DO 916M MNLS FOR INUAUMON IN KM MOM " EX13TING POURED, CQNCRETE 911-S QXM I= OR WOOD IN 1 -TO I- =T'E1UUS Do 5 =10P — ANONDRS , . I . "' 'a' �%, 4 2 .1&4-- Q FOR ROA& UEE SM A10 " ffm NW-21MN . . . . ------ - r . � � tsm SCHEDULE ON ", 1. � I c ;M SCHEDULE ON SHEET a It 9) SHFIETS a THROUGH ) � I _' � _11; . j-.'�� .", � __ MK`� - - 1, 7� J - . , - r ­,-'t- T" i - - - , __ -.- I ,/2' � ;� A ooit) ,� I I,'-, I I I I - =91.111f1.=_. I I 7 _._,J _1�zi : I'� , 'yGI!_1 _ �I I . 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M,AOC W"M . ,9 r -1 .=_" `o� i __31 cm000* � I NO, SUAFAIXIII - : --c!) ! 4. i, To - It ,.,I- ____ , I i I o : I lr­� 1, - I I =,I,IeoT. Ii I I-XvVi- I a 'I- N. - _1/1'� - - I — Ol 7747, 3 1 oVmY STUa 2 * ,:i '12r 04 � ; —\. 1--o /-, 77 ��,� 1 ;1 777� 1 �, � - -,,, I I I — " \_/ W=�= E.ISTNc POURED ED. ` .�. i -1 , , i CONCRETE ON ___ 11� i I 11 1 "I "I "iUy,,.PA � 'S" . ! -,�,� - , ,M) ODACFWTE BLOCK I � I I r D .11 'M � I EXISTING POuNq_ r CAEA7VN) RocAe I k OR ;T_ ___._____, - -,- -ic-#�-! L rC'mN"CR BLOcK � '-,' - , , � oiEDUIRED �` I /,. I ­ I =1W. . , _ _ - , /4 AKOPNIA z� : L_ _ , I. J; =z --I _T�77_iwamlkr at --- ==,- rw=I; $V%35.�11 =001,rN."22116 I - " _- IAA� I � =Z%""` 1_/�111 ��=.�� :1, . � I tDKIII-1 4 � W-= � .-.=" 4 I PLUS OR OF TAP-ORP . ­_­_ - 11 - ----- I - - - - - _­__ ___­___ ON I" %_ ,�,,, tPo. .- I = =S= .I , � I WALL MQUN I (0-M-) A BUILD QM1 VOILIUM �JING � I 3EQU"�e a § LIX \, . 1. ___4_ owe 01MAP *,W— '1',/ -,,01.0 W�F "I'a ow" � . I - I � 11� ...... EDGE OF COSTING, * NEW I' WIDE . VXWES A, 1/8' E.O. - EDGE DWANCIF___ � - """ "N'" "' co ""U � CIPERNING 01-6 I ' - 4 , THICK AtUM, TUBF OR I' 4 (SEE SCHEDULE ON I , Q�f�01111) ­ �1­11 WSTITIC STUCCO/ PT WDIDS PLATE SPAM I , I SHEETS a 4& R) � � --- r � � - �,­ -_ WOOD SAND I I I , � , -1 *1' : I - 10 . _� * KDOI I' WIDE ,, VARIES A 1/4' � �_ ; NaM FDR =MBM=L0LSEQ1J,J!M- : ALUAI. TUBE OR I* . VARIES ',�, i I 7 I , ?T WOOD PLATE SPACER �11", I i TOP & BOTTOM MOUNTINGS CAN BE 1. I � BEHIND TRACK �,� I I COMBINED IN ANY WAY TO SUIT ANY CA$A E (PLAN) .1 __ 4 CONCRETE ANCHIM 11�: � , � . I ,� , III �_,� I ,"'cH TO I INSTALLATION, SCALE 1/16-1- I ISEE SCHEDULE ON 17 , I, 1 XIACK C�. 8 t SHEETS ) ,­ T -4r C ;1 A t ,I, - ip, : 6 J-?.-, J2, � , . Itz"11k, -V I '.....'I'.. ,.�'%, __Z� EXISFINIS Po,tw_�9 �* � MWIc,,i, N V It FLORIDA BUILDING CODE (NIgh Veloca Game zone). , * . * — WMT Amom CONCRETE OUDGX ,� * M K 11 .. I -m-, , oe- - CONCRETE R , - i*IxnI,tFom - I itAnnow 1� 20 GAGE GALVANIZED SEEL STORM PANEL pp. � .M. 3 M_' REOURED � TOACIII "WOF 2 . . ORION, In, � - 2 ' No 44167 '. S X� i*: — - C, -,--- SCALE a/8.1- = .. 1; , C __.-.r---­o1577=�_ �\ GLOBAL PROTECTION PRODUCTS, U.C, -/4"n—n / I —LTE—00 a-01, S . � ___> 90AL-EQ11-VACESS RE9MIREQ Al IM 99 ";2.� IEOF-, --- . No I - \ .600 ,UAL 5"I'T." — IF ,*'�. I'll, * DAW. R_ 335' - RAW ADJ I'll - AZY.F.- 04%ftr� (mj6n-m4s, M, 01641tec-THET 20- i 76 aNATUKA-ATE C.-00874 �4�1�_ _!�,* n I 'y � O'Li".Spz` - ±=:tZ=J;:t_ am 5 Ora . . _,__ _. - - =Zk ­ _._____, , I ,1%M"TEVA1A.A110NA�RT NO. 16-4717,02 2 Large missile impact load tests were performed under SSTD 12-99 standard So$ per Section 1600,1.2 of the Florida Building Code. Uniform static loads asper Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab ofSouth Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219,01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large Missile impact and cyclic loadings per Protocols TAS 201 & 203'as per section 1609.1.2 Df the Florida Building Code. Test Report prepared byAmerican Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Novembet-23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by 00 Metallurgical, Inc., dated March 13,2000, olgined arid sealed by Frank Grate, P.E, asper ASTM E-8 and Tensile Test as per QC Metallurgical Report No, I OKMA 31 8, dated December 1, 2010 signed and sealed by Jeorry Jackofano., P.E. as per ASTIM E-8. I'll NEERING CALCULATLQNS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 1211 B110 and 08127113 (for this revision), signed and sealed by Walter A T1111t, Jr., RE, 1 W$ILE IMPACT tES1$ :TMCIE,, Large missile Impact under section 1609.1.2 of the Florida Building Code, as per 8STD 12-W Standard and TAS 201. 4. WIND LOADS. RESISTANCE', 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm Shutter assembly, as per SSTD 12-99 Standard. D= EVALLIATIOAJO.PORT No, 26-0727.01 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thru I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, I 5 and 18 of 13, of Produr.t Evaluation Document (P.E.Q.), drawing No. 20-175. 0--MATIEIRIVAL-CHARACTERISMS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specificitionsshall be as Indicated on sbeet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7_LWITARQMANJQ_��� 7A, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tiltecco, Inc. and signed and sealed by WalterA. TIIIII, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1020,2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. I Product Evaluation Report prepared by Walter A. 71111t, Jr., RE, (Florida License No. 441167), President of Tifteco, Inc. (Florida CA-0006719), WAnLL D:�TILTECOAC�MONRRCORDS�P,E.REPORT.20 GALVANIZED STEEL STORM PANEL I,DRWG#20-1175� 1 1/4, 2/4� 3/4� 4/4,. 5/5� 7/5. 1 W/10. 2W/10, 3W/10, 4W/1% 6/1, 5W/10, 6W/11 & 7W/11 _ ­3: `AM__­1.- ­­­­ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 0 & Q____ _� � _ �: :,. , I KL . I MON. � FOR WOOD SEE SECTIONS ON SHEETS 10 & I I I I . � : . � � I — - I ___ — r__ - 6 0 � I I 0 1 6 1 D.M.,(D2. (�), (�) + I&J, F=7�41_1_i - -1 _�=-1,­l'-I -7--T ------ T- _­__­_­_1­ ­ I ­_ ­_ ----I------, -r--7 --- T-r-­,­---!­-,_____1_T � __F I I I I r , , , I , , I I I 1 A 1 A I I _07'C— I I ,— I , , — ___"_�. I I � I 1 I'll I I I I I I � &-o' (�),@ 1 6 I I I I I . 1 I I _,� f I f I i I 1 i � 1 � I i I , t 7 i Z I I 1 � I . I I 1 1 i ; I I I i I I I i I ! T � 1 8 i 1 � i [-,�,-", -, I 1 1 � , I I � c � I i . ! 1 I , � i , , I I I I i I zi , ; � c I q ",I 1 L- LLI__L_�_ ED , I �__ ---,--.-,] - L_ - ____L "' --_ 6 � - I _ ____L_ __ ", I --- ­1 _­-, 1. I - - - - - , � �__ ,�, _1 - , , ___ _­ - - J-1-1 . , V �1_- i � .'' -,-F-- - -----I - I - - -I i — - I I 1 1 . � 1 I I r . I I I T . I __ I , , i, 1 , -1. - _" 1 ! 1 1 � z -_ T-1 i - 1 I 1 - � i I I ­.- I i 1 1 2 P__ � I A I . , � I � - — 1 1� � I - I I I----, T , 1(i� - I i I 1 I - I _ ; ., . � I - - � I I 4-- , t I i I I 1 1 1 I - I - I . . E ! 1 I I 1 I I i � I - ; I I 1 !'a . I 1 1 1 .1 - - - - - i � � 1 1 � - - : I I I I � 7--O i 1 I . I BOLTW PAWLS - W/ - 1/40-n.1- . _,; I I I f � I I UNBOLTED PANELS � I I i I i I � _E SECTIONS AS 1 ­4 i I i I i SIS. MIS. BOLT W/ 7/0' x 3/32* �, 1 1 (SF - I , " I P r . 1 I 1 WINGNUTS 0 EA. OVEFIIAP ! , I 1 , I I 1 i 1 !APPLWABLE) . 1 (SEE SECTIONS AS APPLOCNBEE) ! I 1 ,I , I i I � I I I t � � i I I .i I i � - 1 ! I I 1 � , 1. - �. _­_ !tl I - It -1, -!"-.Jl , ­1--L, ;1­­_._i�"_1_1___1­__ __ 1 z� 7T 1 __ - i 11 ; I i__ .� ,,, --I 1 , 1­1 - - - -1-11 - _­­ I,- ­ .7 - , . I '', ,� T­ � ED I ly 1 I 1- _T J"'T-1 � I ' F --'-F- I ! i , - - i , I , -1-1-1 I � I I ) I I I I ; I i I , � I ! � i i I I I I ! I I J I � I I i I i I � 1, I' I i I I i I I i ]­1 I , I � I " , � 1 1 ! I I i I I 1 i D. M., g, @, , I I _ ` '' ,,, __ ­ 1. , 'i I ... i @+ - 11-i; I -- i 1 1 6 f - - I, ii; f" _J 41 i 4. "I �; L t� -4 1 ,mig �� . 0 *I t - _____ � ", , �, � , _t � I @+&(�)-o. @-1 �i � 1. - r O- I --,, MIN, - 1/4, 2/4. 3/4. 4/4, 5/5� 7/5, __ I- IN. " _� � *lw/lo. 2W/10, 3W11O. 4W/10. 6/5 � 5W/10, 6W/11 & 7W/I I ____ ____ -----.--. ANCHORS. FOR CONCRETE SEE SCHEDULE ON SNMET� 8 & 9 _ - - - -,,---,-- _____ - __ - FOR WDOO SEE SECTIONS ON SHEETS 10 & 11 LS CU & !& ELEVATION NJ.& 1/4' M­ GAP 2,67' -I (W OVERLAP -1 ONFEALE VA111M ­_ I . - � I ______ .11 - _ , , - - -, _____ __ UWA - __7� 1 ,/ ORD 1 4W (I I tkit, AAVIG, AIIA P, � ts N P, " " '& : 6_1�1 ".. _'. '. .. . I'& FLORIDA BUILDING CODE 011Igh Voo4cclly Hur icome Zone) , IJUN 1 � - Z ' S oocIo TOO=. Poc. rp = : NO 44167 I. - 20 sAGE GALVANIZED STEEL STORM PANEL NAM W. � .*! - 5E9MN A- ** *1 " ' - 1 _­ ION PRODUCTS, LLC. " � � GLOBAL PROTECT O"TO, '. 11; ,_ . - TILTS. �O� ArE � �---__! �_ . / JILIECOm." AIROII SAN. 51 STIMET I- 4pl' - :1, 0". 011k - , - 1W W �%r, P_ MI. - '10"" M - - III, - - — PA"Pt I AN. � (;c4RON;­YOIAOL InIA, oq,H)oo&­� 20-176 %&-%;; .. . ..... — - PORAH—_ 'QM ­­ 914,01ON; NO, , iL - CA­OXXXO I !-' - M__ 'Nyl,�4111 1'1r0Pftq,%OW_O.oRLn,Ar, OOLTUF A TAUT 1. P�E i - ! !tL I — i - 611104 _ A I - I - , . 11 - I - ,— - . F4159 - I - ---T----1 I IUSIALLAIION DETAILS EOR REGULAR PAN LSC1) & a INIQ EXISTING POURED CONCRETE OR CONCRETE .B=K - 5IRUPTURES ANCNCRS� FOR CONCAFTE SEE SCJ­MOUU ON SHEET 0 RED CONCRETE COKBETE ___"_=Xf1EM1E. _ ------ __ - - - ___ __ FOR WOOD SEE SECDDNS ON SHOW 12 _T CONCRETE BLOCK . ­___PQuBDG 7 OR CONCRETE OLDER I 3, M­ 2.67' 3" M..i . I - REOL47 CONCRETE ANCHORS ! (SEE 504EDXE ON SHUT I* i I � : i - I .�, — - - - _ ___ __ , , I `� "" a! � � � REQUIRED : CONCRETE ANCHM � F­-Tsa SMEDULE ON I SHEET! 0) . � � , , I- , '11� ­_­­ -11 : E ±:�� 1 , � REOUIRED . CONCRETE ANOCTIORS 1 - --fSEE soonva DOO ! SHEET 9) ; , I I � ��, 1, ------ ---- I � - I � Z', 4; I C_ � � - i--M. (WIE QJSBLAP -1 WHOLE YALIZO __111111.k #I 74 WAZ "M I' W.. -, - 0A � I I - -_ -- I ; I : I I -4 1 . ­7 -_ � I I I . � � I � �; M_ i � I I I I I i I � � � I I I - i , _� A I _, -1 1 1 1 � i ,L . , - , I ..-I 'I I- � I 4 � - �­ I I , - I I I I ; i � � � : � 1 I I I , I � ! � � �, � I : � ! I � I , I � : 77��, � I I . �, i 1 -, . I � 1 � : �! , I I I I I : i r 1 � ; I i �� i � � I I I I � I I I � I � -, � � 11 I ­ ; I -111, I �, , , : I ,_,� , � �� � , � L . I I � - 1 � I i � I , I I � � � � :i 1 " - � � 1 I � ; J 'I � I OF *t' 7 I � 1 ' ,a , I 4 :� t - 0 � � � � E.D. 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',1 �,'�� _L, ".'Z��., I _. _ i I � " I I., � I I I WX I I DF 'L, �� 4-i � I ,1 ,,, " . . . . . , "I : : MAX ....... I . , I ­13 I , � i � , " �", " �� � � i � T � e � � � I � o - - - wov J , �...- I I I =5� I 1 3* M.- - D.".,@ - 4 L�W.14r 1, W_ I I 50% i OF V 4� __ ___ - ___ - _ , �- - _ ��,�*----,�,.-,'�""��,'.-,'��,,�-'i, ! � M�x 1* .At, FOR WOOD SEE SECTIONS ON SHEET 12 - . I ANCHORS- FOR CONCRETE SEE SCHEDULE ON SHEET 2 --- -- -- �, � , : � I - a I , i � � I I i I I -11 i . '79EF EL , i I - 6 � �'� : �', or." � �� :, , : ,I, - � E�, " L � .... I'll a i , - : i , , - i I � � ,�,-,' i 1 I 90� " I � � ,4 � 4 I - 1, � RMLAR UNM W��,.§�& a ELEVATQH I � � I , /2r 0 : � _�-, �� I I V , I I ,,�, : � 1/4� Mm. 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I. , EN "' 1 , S, �-10%� FLORIDA BUILDING CODE (Nigh Velocity Hu cone zone). - - - _____ E.M - EDGE DISTANCE (SEE SCHEDLII-P ON 1199-fQR CQMWN02LGFS;UIT 7A: TOP & BOTTOM MOLHITINGS a J . . Z! ' No, 44167 % = : - . S * , * __ - , = .. �7___; S, TE 0�f VIA1 4 !%-$-- S; .= TIMM. O'K, I 20 GAGE GALVANIZED SITTL STORM PANEL - 1_____5___ — GLOBAL PROTECTION PRODUCTS. ". --__:> Z: TaU=�� =�- F.P. DRIAN III W/ft/- - SHEET 9) COMBINED IN ANY WAY TO-! Ntr ORSTALLAIIONI� ., , � ..,,. 1_� A, MFANY 1100E. p I P_ ,IU14 __ . 20-176 --:., <"-- tO 'N"', PHQ"U M.H000 -M K .1. PAT 0,6,t( I - - - A, - " - I OIAO ­­ - 1. � 0" AT,-- . i-.01 — I -1*1. I III— I - DROMO ft %,,'(,,, IN " CA-0006719 WN-TM A. AT. A t . 11 . T qo$s�i0H`A4M"""e"1 am itt U0317 Z a OF - I � I I — - I _1o_J (3) (3) _c_- U) _0 (D a) (3) = — 0) = (3) c 0 c M U) .— U) — C_ �_ — M > 2 CL CDL M -6-i 0 =3 _0 0 " 0- = 0 _0 a) Cn M -0 0) _Io­OO _c_- 0 4­0 = = _0 0 0 %_ _r_1 a_ 0 -II-4 M 0 0 = 0 . 0­1` M E L_ 110- = — Cn M _0 .= 0 U_ %+_ 0 a) M M -4-1, C/) L01 4 Z W mi ,W,- = CL_ "4 " (D =3 U) (D = M 0 " " :3 7 �, P, Cn -0 a) 3: — M > 0 L_ CL CL < = 0 -= := 03 -= ::P LAJ CD , r-L :�i C_-_ = r.- C= M r-j, C-1 " = = >< = LL- M. M C= - _= cc=N _% 2 C-4 - _e W -,,r- =_ _= = E ;: = 0 - = " := -KX 3: :_ M .LP W _= 3, LJO W = c: = I= . Lw :;- 'n -2', _= = E .2 6) a- CJ LU 2 < = Z < __1 Q_ -+--& (3) W _C_ U) M > 0 L— CL 0- < -0--i 0 =3 0 0 L_ CL (3) Cf) M M SHEET NO, SH 1.0 5C, wrl" ,.sax OW SIRM, I .C.-a *K WALL AND FLQOR MOUNTING INSTALLATION FOR 9411ll.. $'I SPLIT PANELS cam wo 1 ($ F APPUCAIq Cmmm w itsinr 111'- 4 1/2 --MIN E.D. s. H". DEIAIL I 11 1A VIM I r. ON S'+RL A. ) sm"C'N, I, S, . , 4fti,Vt . IWIN"Mr MULUON WALT twm�u N"m (w. UP A RmIw IMMM SCALE I/e-l' DETALI MULLION SCHEOULIE Max. MULLION SPAN (Ft.) • REQUIRED M1W. TUBE MULUON - , 4.-,r 2' r 3, t 1/8* > 4'-8' To V-e' 2' 4' a 1187 TO 2' t e a. I /4* IPry A7 1. IOR;� 0 If k.LI31m I 'c" NOTE: MULLION CAN AM BE INSTALLEDIS W/0 STORM PANELS ON TOP OR BOTTOM SO THAT IT LOCATE. AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPENING W1 TUBE MR & BOTIOWJ *WW" V'= am IS -C..Cftlr Ce 01- OONCREIlk AMCKOIS GIXSOaFDUIt $Hw a ..) Ll't An Nov. 1= I T!, 11, _T L I �72 3UMN Y=X SELLT =6MpXfj,. ELEVATIM SCALE IN -A STALLATION DETAILS FOR REGULAR PANELSr_t) & (I INTO EXISTING WOOD STRUCTURES 4tYMN AIL Nto -NIX ttk_� A.00, W m PtI`WARm. VL ...... 7k .... II Mo. I, i7 It 9 1 Woof c + I - I I ATagc 'if-0, -AINUlt I 01,101'so. 10440-K- to 44Qw MOUNT1140 INSTAUXTION - ALURNATIYE SW SCALE- 1/4- 1- -� LArc f ettP BU&D-OUT. MOUnHG 11 INSIALUM - ALIMMILYLAW �7 tLE _v.ALL. CEILING k LT WR MOUNTING WALL & DAM HAUNTING nLL MOUNTING INUULAMN - AITERHATIVE 4w INSTALLATIONS -SRN ATIVE SW (SECTION AT TOP IS UMITED TO +55.5-67.0 MAX. SCALE Ile - j* INSTALLATION ALTERNATIVEA.S,D. - DESIGN PRESSURE RATING) ' 9114-E, 1/4' - I' 1NSTALLATI2K_=jV&Ma_MW FOR WITH 1. INSTALiAITONS ARE ONLY VALID BUILDINGS A.S.D. DESIGN LOADS UP TO .55.5, -72,0 p.sJ, AND PANEL'S LENGTH UP To FLORIDA BUILDING CODE (1410h VelocHy Hur cone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL z 710m). m 1,10. 4167 20 GAGE GALVANIZED STEEL STORM PANEL oRMIN wz s-C., GLOBAL PROTECTION CTION PRODUCTS, LLC. In't- z 11LIECOmc. -ft. $... 5 STROO TOP IS, BOTTOM MOUNTINGS CAN BE Rot, 7K.Lft TESTING It 1OHMMETRINKI COMPANY bAylt. P. mIA PIKWL (m 20-176 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. J-1 ­­ w. BAUER ALIN P11 2 MAXIMUM A.S& QUIGH PRESSUFtE- RONO (p.a.fj AND CQR8ESpQNVjNQ MMIMUM EMEL LESOM "L" SICHEQULE ARN �NGF WITH TWO .55A -72O r-V GR LESS 2 1/4* UNSOLTEO k I THM Z & I .36.5. -710 81-8• M­ 2 111. UNEKILMD, 1 THRU 5 A, 7 .MO. -120 mr-r TO w-2- u- 21/2- 'PIT IN111,C1 AOyER 6 _T­_ IV-- OR LESS 1 3 '/1- SO VOLEWM to - SWW III IIAN-2(b1' SS. KS & WOW IF WERLAP ft WILDIVIN OF WIL (VAUD ONLY FOR PANELS M6, Q INSTALLATIONS AS PER SECTORS I TALI 7. ON VMS 4 & 51 Mkft" A;$ 0. DES`Gw TWO fp..f,) A� PREssm AVMW -MM SP,1&W NON EQ . 3 1/2' APPLICABLE TO SECnAWS It & yAXBNM PAM AtNYLENGTH V Ot.) or THEM OPEC" C, up -GRIP CALK -Or PIND.,MBE CLIP a P.HB)MM puz to ETE CORD" IRO" C=T*7, To CONCRETE CONTCORM OLOCX v N/A w" o/A 4, R(* fl. MIA 4 NIA 61 N/A NIA w "/A N/A N/A N/A NIA N/A !r MIA 2 (W,11011) 155-5. -794 ff, N/A N/1 w/h "/A N/A 1, IVA 3 a . cy W) 2�-S­ 0 LESS OR LESS WA 1 (BOTTOM) 5- NfA NIA N/A h/. 6, N/A N/A E ; I NIA Ilk a 114' it L If a 1/., 0 Ile ,14 O_'I_i;;_ 6 1 �4- 11 11OP") SIT WXF3 10 & t I FOR MiCHOAII TYPE t SPACING FOR INSTALLATIBAS INTO WOOO FIRAw amova JAINUM ANCHOR SPACINGS AM MWIWIAA EDGE DISTEOW ARE 09CMW ON THIS SCHEDLU FOR CA LESS THAN INDICATED ON SCHUXIM ftD= ANCHOR SMM By MLS.itiTRO SPACING StOIq ON SCIAMUL W THE FOLLOWNG FACTARS FOR THIS OPERATION TO BE POSSIBLE REMLM SPACM OBTAINED USING 0" SWku Nor w U= THAN MAW., VACM mmmim MR Ezw mic," vYim: AT ANCHORS LmEMC. MOM" TWIT 1/4. /1'. ANQIBWrj V 1111 .14 - .i- 3 -z L lai-i` talus. am. Pat GI ump "am ,/4' 10. . A,14' LONG BRASS WASHING R/ INSTALLA110 N DEIAM MR REGULAR F-ANEUCD A r-20,2` S.& " 0 a 1/4* ox. 10 W-01 " a INTO EXISTING W000 5IRUCTURES Pma LERS1`16 MR, I" LENGTHS UP 70 tv-81 - OR Ili PANjLMX11E FEMIAt ID OR FAN EUCKIT 12 11r 0. r WITH 1 1/2- W. IRREADED PENETRATION TO HEADER FOR ALL LENGTHS UP r8'-w o sowme, It it t It x)lo 1Z lt� rli?M�Hyrl E01- DO L 1 LrUl E01 Solb- 7-! 1 7 ii WOW wm eGcN"B ALJ�" I W ALTER UM-2W SCALE 3/8-1- 1 SEE SCHEDULE ON SHEET a SEE SCHER"m ON SAM ND a MR M. S"INWITION I 10 GLASS- wWc I SEPARATION To SLIM. To, Eoi ED Eci L - 71 i� - "Oil EQj 1/. UL a Ve LOW BLASS "KNO w/ t/4-_204- sx, Ms. 0 a ./.- 0 C MR PANEL LEAN VOM UP TO 5'-a' AND 5 072AR - LEMONS UP TO a, -81 M ,D,MATO OR �!,m 0 PARELUATIF FEMNJ tD OR PANFINATE PLUS It 12 1/2* 0, Q WITH I we. %CAM 0 i. '12, 101, Twvm DT-M ALTER VE 4W N TWA= PENETRATION AT OF Tm WOOD PtAIT FOR w PUTL -3/8- 1. SCAND/0- I• ALL. LEtNCTik9TO "HOR DIRECT j���LLAM p I ILMMID 0 mou m IN-... CORMITEAi NS NOTE : SHVTTFR TRICKS NOT SHOW FOR CLAMY SCALE 3/8-1- 9--m- SCALE 3/4� I* ASAA'AloN wit,, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DMON LOADS 0W. FLORIDA BUILDING UP To +r55.5, -72.0 PISF AND PANEL'S LENGTH UP TO 8!-B' CODE (High wo*a Hu Icons Zone) 2. FOR NEW WOOD FRAME CONVRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL 20 GAGE GALVANIZED STEEL STORM PANEL LpQmRN&Tm OF SE,-T TOP & BOTTOM MOUNTINGS CAN BE: ft T�Uk 5 -�i TMUT TESTING At E""UMRM CAMNIARY GLOBAL PROTECTION PRODUCTS, LLC. 4aW SW, it SIR6tT svArr n_ S331. IT 20-176•�jI- COMMNED IN ANY WAY TO SUIT ANY••• 1tV ORAWIC ",INSTAUA11M,SULJANaMp SBSV 11 Of 26 "OlsiSM94 M-MM ;11 PIN mmmum UNXIMUM 004M SPACING FOR U, - 3 11r AS.D. omm TAKON v TAP -ow cU-io PARUWATt "wu w PANEIMATE PLUS S" SET APPUCABLE TO SECTIONS It & M"M1.14 PANEL PRESSURE RATNG TO CONOW'm oazrrc SMOCK TO TO CwxRm CONCRETE BLOCK a -Te To CONCRETE E11NOOKC TO co"T, _�m COKERETE BLOCK TO CONCRETE - TO CONORM BLOCK to E�� : ANY ODWBMTION or THEM LENGTH -IL- Ift4 N/A N/A N/A 6' N/A I N/A 6- N/A N/A N/A I (TOP) a- 4. N/A N/A 1. I 6" 8* a- 6' r N/A N/A I (BOTTOM) 6- N/A N/A N/A 67 NIA 6' NfA 6' NIA A N/A 2 (TOP) 1. 'I/A a. N/A 5" dd N/A 5. N/A NIA MIA 2 (BOTTOM) t55.5 -72 0 N/A N/A a, N/A 6" I NIA T 6. N/A N/A N/A 3 A 4 (TOP) >7'-5' To a' -a' OR LESS er _N/A 4. N/A MIA v t 1. S, 6. a' N/A NIA I !BOTTOM) a. N/A N/A 6' N/A 6- N/A 1. N/A N/A N/A 7 (TOP) 4' _.!/I, N/A_ N/A S. S- I v 6- 6' 4/A N/A .4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4- 17 1/2, 1 e I/e 6 I/e 5 -,/4, 6 1/4" 1 6 1/4- N/A N/A 5 (TOP/BOTTOM) +50,0, -53:3 N/A N/A 12 1/2- 1 8 1/4. 12 1/2, 6 1/4' 6 1/4, 6 1/4- 6 1/4' 6 I/e N/A I N/A 6 (TOP/00170M) TO 1l'-2' +56.0, -72.0 N/A N/A 6 1/4- N/A 6 1/4, 6 1/4- 6 1/4- 6 1/.V N/A N/A 6 {TOP/BOTTOM]>8'-r To IV-2* !!/A N/A N/ /A NJA NfA N/A N/A 1 1/4' 6 Ile a I/e 6 I/e If. 9. to (TOP) �43.8. -48.0 e N/A NIA w. N/A NIA N/A N/A 5' 6 1/4- 8 (BOTTOM) OR LESS e N/. N/A /A N/A N/A N/A S- 15 1/4- 6 1/4' 9 (Sorroh) 12'-e OR LEM N/A N/A N/A N/A IN N/A �A 6 Ile 1/4' 6 1/4- 10 (BOTTOM) WE SHEETS 1% 11 AND 12 FOR ANCTYPE A SPACING FORSaSiiddATlOtS. INTO WOOD FRAME BULOORL MINNAI4 ANCHOR SPACINGS AND WftWW EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR Co. LESS THAN INDIOBED OR SCREDLU REDUCE ANCHOR MIND By WAUL"' SPACKNG SHOWN ON SCHEDULE In, THE OIU)NNG FACTORS, POR THIS OPERATIONBE 70 POSSIBLE, REDUCED SPACING DSTAJIIED USING 'ACTOR VA,LL NV BE LESS THAN WRINAM SPACING INDICATED MR EACH ANCHOR TYPE At MICHORS LEGEND Ile. I le. 1/41. tte_-t AND" TIK - "I - ­t� FEMALEW -II �'/. - PLUS rAX-I! _iL4'e_ moult -fill, 14, mcfells t�wG t) -warimn- It-W t/2 AMA 1A (WK 9111001W TACT a R 1 1/2- 7Z - 1 I - I - "c I"B At INSIALLA110 D T I DS EQ8 KOLAR PANELSa INIQ EXISTING W-QQD STRUCTURES it PLUS li 1 THREADED TO PANEUMATE PLUS WOOD _A14 -10 PANUMATE PLUS 6 t/4 O.C. W1 I Ta 6 "ITER HE 1XISTFIC V= 14EAMR REOViRED EXIWEAp STING WOOD HEADER tI r. Ir, 000i x HIP 0 WOOD HEADER WOOD MEABER 6 'pr ox, elm mw 0 Ile Rmwc- REWIRED 1,4 Sm AM S six SCIACI OR I V. If SIT co MR W� F*V;Krlw 9 on WWI SEPARATION M.. PANSLENT. H (SIR NOTE 1) TO I A F (SEE NOTE 1) mv, -L IPMawn, (SEE NOTE 1) 0 Ett� OY9eIF lnuz,, Sax OF V MAX OF V OAX . ww, WIT 'HONER il- 7T, NUT e "T" 6 0WAN 1I2'O-C_ i 0 2 / E D. 2 1 as, 44�� '14MiN$1" WOW - 2 EOUM IT -EL:z N V07 WOW REOURM - be 11S. - Uz PENCIPATION AT Bat O.ClB wo WIDTH OF PLATETON TAG SCREWS 0 NOWW" V PLATE 1. Slef O.O. STAGGERED W! alum IWOUNTING INA] I ATIMN AT MIDWIDTH OF PLATE M..MOFHTING 1HSt&UAjION DIRECT MOUNT WALL.MQUN 2. INSTALLATtON SCALE 3/8.1- SCALE Vtl.11 1. INSTALLATIONS FOR ALIERNATNES SIN. SW & 1OW ONLY VALID FOR ,tit to aulLoe,m WIT" A.S.ODESIGN LOADS UP TO +43.8, -48.0 p.sJ. AND .W"S ItTICTH UP M 12'-4� 2. FOR mm WOOD FRAME CONSIRUCTION: WOOD MEMBERS TO BE SOUTHERN ........ FINE No, 2, SPECIFIC DENSITY OF 0.55 OR EQUAL_ FLORIDA BUILDING CODE (High Velocity Ilurriaane Zone) W/ ammo TILTIC0. - I 20 GAGE GALVANIZED STEEL STORM PANEL DOWN TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY j GLOBAL Cot PROTECTION PRODUCTS, LLC, ogre NSTAUA110N. SWI a, ST"m n­ ­4 rm 20-176 -=­ pm (w ok"wo fU U) > 0 0 CL cL o 2 CU 4_­0 b n U) Co 0 070-0 - M Cn O q 0 0 CU LL_ 0 > D -0 Cn E CID 2 0- CU -0 -0- C/) w J O O LAJ C., cl" L4_ w CIJ CIL) E Rv CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE ANCHORS: SEE SCREOIJILE ON SHUT It; (SEE ScHrouLf M---\ N". (SEE SCHEDULE ON ID. VOW SCIV, SEE SECTION 08 SHEET HM is ALTERNATE ALTERNATE SHEET NEE, 3., 14) 14) r*1, �&,IW/15 L /4 1 LOC'ATION __J MII D -1/4 2 & 1w/1! 01,10 AT END PANEL I STALLATION D IL5 FOR OPTIQtj If I EQR UEE SAFETY STORM PANEL SYSTEM *I A 7A 2A/4, 3/4 riol-11 w/ INTO, EXtralING WOOD STRUrIURES POURED CONCRETE /2* AT ROMPED STUDS 9 EVERY IT I 1-1- T III -I T F F f T-1 -T-TT-F-F-TTI OVERLAP I T I 12- 0. C.) iQ HOW PARE W., (CASE 1) it 4 Z* I", (CASIE11) 011x L II IT i jo-7 STUDS 6 EMERY 2 112' 0 C,) 'L (D It, PANEL 7 I. P ("TERM PANEL) S "Inc, EPIRITno, SEP,Rn.oR CLASS to TOOLASS IT t- FAR x I C 0 (mrs) 11 muo 0 12 /2- B.C. Eof U) INTEMOR RANEIL END PANEL SCHEDULE it SC;ru 11 INTERIOR PANEL END PANEL SEE SEE SEE 1�1 (SEE on, 1/14) tOR Om - M_ R., ANCHOR ANCHOR OR It I/a, mt,, OR 7 IS" GET TO -it - - #2 FOR #2 m OR CIRECT MOUNT SPACING SPACING, M., ANCHOR T'_!j'W,+ . N m > WTVINAIr LDC47KW ---------- -tl.A' END PANELS) nALLATION MAILE-N-SCHEDULE 1) MAIL 2 ELQQR MOUn INUALLATION (AP-PUGAILE TO SCHUMLLk RE"ED NEnDEA (SEE7i9SCALE: 3/18' Vir /_7 DEWL I ft ". L - - - 1'-3. -- ------- SPACING SPACING I I Acco I- T tIr Z� . 1, (-SEE WNIS 1/1, M. ALTERNATIYE 1 ALTERNATIVE 2 POURED GONCREIEJ MAXIMUM A.S.D. DESIGN PRESSURE RATING (paf, I) AND MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.3-f-) AND CORRESENDIN OR CONCRETE 1&2 14) wxg WALL 1 MAXIMUM PANEL LENGTH "L! SCHEDULE (10TIO a out Oc HEOLW" CORRESPONDING MAXIMUM ANCHOR SPACING SOEDULE ATQ8)E0R CL & IW/15 INSTALLATIONS INTO !;ONCRETE & NCREM BLOCK STRUCIURES GET. +1/4, V4, 2A/4 .3/4 OR 4/4 +1. 24 �WIIS w I.A I.V900M.At "it, SET SCHEDLU - 4 : -,-it - I ! f i '19%,DS. - Me W, I I -J, ON M pAtAlm III ON SWEET It _____AIIIA W/00 LIFE SAFIETY PANELS LOCATION OF LIFE (�EE NOTE ;BELOW) (#_�) SEPAPATION 4 L4, RMILAR PANELS W1 OR SAFETY PANIEL MAXIMW A4A IAMN OF w-Ow Ou-M, Imum,15 ruar 0 FARM PLIA foructua To -664 -no TO GLASS - REGULAR TRACKS Des" SE MAXWW PANEL (S= I 10 TO To TO TO LEROIN V (it) CONCRETE -m TO CONCRETE CONCIN: - .,!. LAST PANEL IV' ail OF THEM ANCHORS p PRESSURE cow M SA�L_ PANEL OPENING Is," CD (SEE SCHEOLU ON Oj . INSTALLED AS ALL RVING (..IA SEE STREET 15 FOR ANCHORS TIRE & SPACING FOR WDII.J."IM IWO FR4ME "GRO,OR OR SLQ ALWAYS CI OPTION K1 FOR WEE 54�ETY TO 1 2 C- p"Z. 6' N/A N/A AIr N/A a NIA 6- N/A a' N/A 1 At 2 (TOP) I0X4MMM ANCHOR SPACINGS AND IANIMW WCE OVANCE AM INDICATED OR 7HsI SOIEMU� FOR ED Wti CONDITION) I. 1AX IF HANDLEEM . - C.D. LESS THIN MICATM ON 904EDULE REDUCE ANCHOR SFWCtWI a? VIL&TWNW4 9%C?NO A OF STRUCTURE 1. 9. 9. a' 9. S, 0- 5- 7--(DOTTOM) 5 _0, OR UESS SHONN OR SCHOX&E BY THE FOLLOWING FACTORS. MR THIS OPIDMITION TO BE POSSIBLE, It WMWD COW 70 BE INSTALLED 00 REWONED FROM INSIDE _ftlE RVCMGRS -I'- PANELU) +55.0. -72.0 REDUCED SPACHO OBTAINED USING FACTOR S441 NOT BE LESS THAN WMAl SW_HG (SEE SO4DULE ON I I I :1� 1,000, PLATE ELEVAT-10 N/A N/A N/A a' N/A 1� N/A 5* N/A I III IWIDPAIED MR EhCh "NOR TIPE AT AND40M LEGEND, .55�O -710 41F DWI yr. t/e. 114 1/0. 1/4'. 'iMNfiAk*_ . WDOCI PLATE WALL MOUNTING MWALLOON ft" Q. FLOOR{QMNG INSIALLATIO SCALE 3/32*-l* 7 1/2' "Mum TIM SECTION I SCAU� 3yg^ - 1, - SECTION SCALE: 3/r - I'EI N/A N/A N/. a- N/A 6- /A /A it 0 02 +55D -72,0 __!:_ - (TOP) 7'- .4p o" 8" I (BOTTOM) L.: iiilpd F Urt Skq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST PANEL) 3 3 4 BAa 1� ALTERNATIVE ALTERNATIVE 4 a) OR AS AN f"TERIDIR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). CI Keim PANELS. LWATIN, AMK Six pm Dump vem MOE LAG sm 8 a r oa W/ 112. AQ- mco MMT04 OR U) OR W/O REGULAR TRACKS.) SEE Won I LIFE SAFETY PANELS 1,AT OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (w/ MAXIMUM ASn AP j S, It PANEL CONSISTS Of 0.03 GALVANIZED STEEL STORM PANEL AS SECTION I- DESIGN "-m jT&O mmmum PAN ALIERMA11YE WOOD FRAME CONDITIONS ANCHOR LQW10N -IN TAPMN BE WE FUIAA�E 0 OR PER SHEET 2 Of DRAWING- PROMME NNY GO ABLIMATC, LENGTH V r Ox 2 RW, SCALE. 3jr - v THIS POWER SCALE 3/32-�l- TO OF 4TMN 10 ;? LIFE EEL:736 TSELF TO BE REMOVED OR INSTALLED FROM THE NSME OF O.Am To NONE STRUCTURE Sm2uL_ ­1 ...... PLATE SHIA71:0 mwn NOT SHOWN FOR 00113416404", 1. 3- 4 1/2' 2 (BOTTOM) 7*-s' OR LESS A J. UK SAFETY PANCIlABTT fL REOUfRES TOP TRACK TO BE COMPONM4)* BOTTOM TRACK T +52's -66.0 1. 1. 1. 1 4. 2 (BOTTOAQ -Ir OR LESS •% MQUNING INSIAUAIMN LIJ +55.0 -7ZO 4 4T 1/1� 2 (EK)FTENIQ 7'-6- OR LESS BE 1Oq 11415 DRAWING, TO xgo, 9, COMPOR 00, FLOOR MOUNTED FOILLD"NG SECTIONS I I/r 44167 300CF-1 3 +5510 2 1/2. 2 1/2 'A N/A 2 (BOTTOM) >7*-S* TO 5-0, I & 2 OR SHEET ��g,!EKSC Mw Jo4ne Zone) I z 4- Men. LD40N raR COMPONENT 0 IS w FLORIDA BUILDING CODE (High Yelocity Hurricane Zone) N/A FLORIDA BUILDING CODE (High VolocIfy Hurricone Zone) FLORIDA BUILDING CODE �Uf h Velocity Kj 70 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL Sox. ANCHM SPACING FOR COMPONENT Q)ANCHORAGE AT BOTTOM IS ON55.0 -72,0 N/A 2 (aWTOW) To a-$ mo mmm W_ < 20 GAGE GALVANIZED STEEL STORM PANEL F.F.awWN F.P1 Fp. MAY BE PERMANENT OR REMOVABLE. S DW*m W: 91. CHEDULES I 111 2, SPACING 141; * _. -a= COMPONENT •at S1 z x I� tWALLAITONSARE ONLY VALID MR 9.0.00MUSWITH A.S, DE5,11PILOADSLIPTO S N GLOBAL 4400MC_ S.W. 51 STREET &W. III STFNET•. ..... INC. 4m f1w, 5, Smm 2, FOR '"M 11LIECO M TILLn TICSTING a 0"� M =14 DAw_ � 3u,. NEW WwD FRAME COWIRLICTION, WOOD nCSnW. A, - owk n- U314 6 SEE SHIM A FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF I- PAX. Olm"_75451 m ("0610- ._ PIT - a MW. 2�wj.smwlc DENSM OF ORME= To BE SOU 0 IN U)M-1w m (.m)sss_m? -",4, 0,914 20-178 PROw- m? 20-176 ;J41101 �wn 5. SEE DETAILS FOR 04VALLATION INFO WOOD FRAME BLAUDINGS ON SHEET 15,• GLOBAL PROTECTION PRODUCTS, LLC DIX GLOBAL PROTECTION PRODUCTS, LLC. 0/wIm G' PROTECTION PRODUCTS, LLC. I E Ti LSol" UTL. 455,S, -n.0 W ANO PANEL'S LENGTH UP TO 0'-fr. FN!5k t Ao My 20-1 ?6 SANDS. "s SPACM AT TRACKS INSTAI-LED AD&\CENT AND BEYOND 70 STUCCO/W003, If #00 as J GAINING T­• __W. itt OtAtim lk`v CA-000571s CA-OGOIFF 0 ak 1-0 ]�A�m I Px 04 WALTER &nuff np_mw. -167 "warm w IN, SHEET NO. SH 1.1 T-7- --------------- F__I- - - - -- - - - - - - - - ­-, -_-_________.......,...ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)­ -- - .. - .- . - -7 13 UM 44/171 SA/16. 3- MAX � 1: MAX' [* U.1/,"e, IAW/ 7 17 I � _MIN, 10 At OAW/2D Z/11�1�07/6111�1:ea/lauwt I* MPL I 1* -1- D.W., 04 - ­.....__ 11 -----.-.- I I I 1____1­____ ------------ ------------­---1--- ­ ,____ - 40 0 ,� 0 0 0 0 . I ---.--.T- 7----- ---- --- I t I.. I ---�j I ! I 1 1 � : . %" � ; !! 71 _f;: ­_ I I I . I � i J i I I I 1 j I � i I I ! 1 1 I I : I I I � : � : �� I k I t I . I. , ! � �i I I � i i I 1 11 ! i i ! ,i� 1 III I & ,. I i I : �j , i " op , i . I , : I c m..T. . I � . a. �11 11, P, -4 i � I , .,� .,�,,T�. PA*:L I -1 I Imo" 1 li � . , � I I I , I ­. �___1____A__,_. ­­2 __ - ­ I-- ---- � ­­ ­_ --- �A.,___7 I - . -_-..­._- ,,�,__�-.--­j - I - ___ ____ _­____,_ ­.i_ -,--- -I ----7 A 1 .1 11r11v1/4/O10 - -, � i_ 1. L- - � -- -,- ,,I � �, I ­1 ,. ­, � --- _ W, .wt " T I � ., r I I ! : � i � _A� I � , , . , - �j I � � , , � , -� , , , , i� _.___ , , " , ,-- , i T [ - ­­ M:;J*_1 i A "I'll-.. : A , i ­- I i �, - -L, -111, c, - J e I i_i .7 � I, I A. i I ; ikl� : , . I � : w t I � � I ­ . I " , - _� � I- ,; - . "I I __ _ , . _ ­', --- -- - , , : ___ , I - , 1 ' - , ____1 ------ =_"j. !__1 - ,�,__. �,.Vti - _; - �. __l - _11, I _____]__ L­ ___�_ __;_),`, __�__i v I : " ; : 11 i T I i � je -tgir� I � T z .1 _ -r . LIFE SAFETY- lix I , , � I PAINE. BOTTOM COMERS ; I ; t � ().M,.@o,c t�� I 01, - i � I I z � I � --A-- _ �g . 1­ 11 , I I I ; I Wit NUT AT Lin AT F04 PA1Q- z: IN.-----SA/$7. AA/I" =/I. - 40/17.58/ I .W/Hi. YAW/I, 'k SAW/20 EXTERIGH ti�E, ,,W/,, JklaUt I' MIN, -, - - - -----­------ - - ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)----_ ------- _ --_ _.- OHIM #2 FOR LIFE SAFETY STORM PANELCI) ELEVATION SCALE 3/16'- I' ,/.• itAIt, SAP I -cu-@ 2,1171II T ow viy�w . WI W41ZII AIM SAITY, I 0, - - ------ 7-\,, ,T,,�, /7.� I . I 1� , �-1, �� ��=�2�� _7� � WERIOR L SCALE 3/16--,- FLIM LVILIJ�YWA�-MOM#l*fmm;i;j*-i�-1111449zf;.Illzltmf It IiIIWiIIIIIIIIIII MOIZi:ik-1,;L*J?Jt]IZLM�TUACLIJ,'A7if-Ul3LMk:U MAXIMUM A-S.D. I I Max, PANEL LENGTH I DESIGN PRESSURE I L (ft.) MINIMUM SEPARATION PA PANEL I RATING (p.s,f.) I (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 . 8'-B' 2 3/4- 1 UNBOLTED _ I i i I I ILI Mu - PANEL LENGTH (SEE SCHEDULE) � Hurricane - INSTALLATION DETAILS FOR OPT19N *2 FQR LIFE 5AFETY SIM PANEL SYSTEM INTO EXISTING W00Q STRUCTURES � -­ - v,7.',­­­ �11­__- 1� T, . � I � � " , -----, " ­17i- -, .,!'--- T, I 11 I I I i !11 I I- , � 1. i! ­ I _. 11 :�- � � .1 - I � 3 - llp,�. - -1 - ­_ _� �i� I �"I I ii" - I �,_,Tj - t, , .- "WOOD HEADER 'I , '/1 - st� I . _iv= MEADER '�,' --- - i. I -, " I woum �`, 1 - - I �j "rZAAM �, - T , NP , �,�< I OUTRrER 11 , 6 I I 1, �, I �,�,v c , I - � I , i e, � � I , i Y4,0 7APOON 0 8* O.C. , I I , __ ,T � T__ ___L,�, , ___ lo I CON B Q.C.00 Z T j,, 11 r 114-0 TAPCON * G' D.C. � ­-=j;,�lSh THREAD "I' t �1� " , -_ _-C;0�� " t , .11 , 11 el , 0 , - -wjI r- I , " L , ; , , 1/2- mic tHilt `�' 11 I I T t 1, 111� 71 I � -� 11 /� __ 111,15 % T . At wow �', , " I " lij - " 4' �16-11._'AAI*'�_. I ; PEAVIAXIONIAT WOM G I � � i I r ,�l ` I � / WADS _,; I HEADER " I 11 I 1,,ro I i I T ljl I , 11 - w1op � I I . , V ,� 7,' v I ' . - , T � � r = - -� � .0a i , • 5� p"'.PI I A� 'I I , � -, lit I I/C � I , I t I . �, 4,/4' 1 r , � �� - , I " 1 , , - -_ I 1/4 � , - I " - j _ MTP, , , , �� - - /I- � , -1 �,_ i ­ r I , � UA1_ - I , � i , I I , i., I - I i " i I ,_ - f I - � , . - � I ,7 _ , , � � e i 2 �, ", I I , � I , , � w". � � I %Z", � I , N it " : , : . Tj i,i _11i / : 1,11 1� . I I .". ,I! I : , _ I [T I i -1, T [ � I wi,� q : i� Is � 1 � - . - IL - I I 1_____1 �� "EilU I--: v 1 I'� I �_ : ; . L I I - 11, ; %M, . I I I - - � 'I, � ; : . . I I � 1 t T I I .1; 5;. D-11- i - L,- - I I - I � , [ � T I ; (a a .(- . T � , I _p , - n . I : !;E`PA`MI`o1I i ; 1 IF I r Exel,NG I i � ; � "'s,WO - suAKAT ! I ; 'Ll M.. GLASS --Ii- 0 01AM I I (ST � - � I . : V AA- -�� - (0 = - �, : � ! ; ; PANET. I LEWIN . Pit It to) i I PANEL LENGTH 1 . �,w, ; ; .L. Al__ I : (SEE NOTE I BELOW) : 'L, vL�6, I I tsa I'm - i PANEL I Baow) � I Dusm I I PANEL LE OTH d I 1 I ,wtulMoA , 1 1� . Pit ; - i,", - __ � (SEE WYE I BELOW) GLASS' SD I 2ZLC t , --- A� - IGOE NOTE i eacit) GLASS _____1 -_ - J,(_� - - � � ST� � i __ - -, --- , I - _­ -_ ­11,41- � = i I �, ; � � ,,� I , SIM III I I 'lee-.11 _ -7, I I . S`w NO . I =;--j-- --- -1 11 � I � 1/4 i � ,,, W 1, " _­ ; I ! s M.S.r -­ - I S.S. � . I ! . . 7/8 . . �3/32 ; j : -, ­�-- - -- - I , , 7,W. . �/ I � ! WING NUT � I I I WIND NUT 32* 1 , i t - 1. .. 1; - I 1� . - _ I—, 6. , - � , I . -11 - -.11"k__Ii�111.11 -_-r____.,.,-"`,,.,.�--1.'.A __1:_.- � " ­...." I I;IITI1-41, -_ -1 ..... .. i i , I , '1-: '��" � __� ,4, TAPCON.*- ' 11 . I I--���o.c� I, �g4'0 I ; . W/I 112 I � I I 1 ___ _­­ - ­'­- __ ­_ , �___ I i NIN, THReAm 1, I I i I ­1 ------ -,-----,- -_: ­_ -::- 1�­­,__ _­,__,._­ I �1­1­ I . PENTEIPATION AT ,, - �, - ::­�� t", = : 4, f I I -1. - ---I- i � MIDNIUN OF Pt -, , I � ; � I I I r . I � ! I . ., � , 1 7 1 it I tw­ - a f 4 , 'ft- - , L � --- j I v , � , i 1 6' 1 � P�XT . I j I t I � [-a . ­3 i '. I : .0 '. I 1 17 1 & ­ I ­ - , I !;4 ' - Es. . M . T : 1. ­ - i�______ I k- - -.-- &. __ ­- I � .. . I � I_ - I t- - - 1:­ A - _T1 . - I - .. ­1 - I 1= ---I J � --Ig cw t , -1 � -, I Pf_t:��%JN!3/4_-jj Ms, W, E�' --- -� � 20,3/4"S.S. M.S. w/ ==---@ cow, �Q - If = " � � �­ . � I _� P " r �7 3/32 "Me NUT jT � -1/8'. A 3/32' WIND i . � I I � -7/ �T .3/32- WING NUT . I 1 WA=12; WING 2 O.0 G 1. i ,; . 'I � L! I � ; t'� I ) � I i I WAS41ER (BEYOND) W . 4, III /2' OC KIT WASI" (BEYOND) I I I I I I I , I -4-� TAPGDN D � , -0 � 11 '# TAPGON to e D.C. I � 1, 6' Oe I [!,; ! , . I TAPOON III 6' O.C, � . 1/4 1 - � ,�_, - ____�( - 7- �1: ,4 f - ---rsruxlem A/ swD) � I , 4 ["' - __T&TAGGERED W1 sTUO) I T , 6= MIW THREADED I � t, AT .. ; 11 J - , _ t ' ". THREADED , I I �Ii POEF J , TArN , t "/It/2UNWIT THREADED i - 'A _- A�� AT Malt %I , .. � I - - -- ­ ­ t., m 1 - � 1 4-, L ! � - - _ _ _� L. �_ I I I OF PLATE I � OF PLATE � �_ LFT OR PLATE z J�� PLATE i "I I, , ig;z - I -1 '- ,__,,� E -1 - - - _- '- -- -2 WOOD PLATE - __ -,-,. __ _,Q REQUIRED IRED tW PLAW ft",IM INfl2MEL WALL MOU IING LIATION WALL MQUONG INSTAILATION WALL J=NTING WSWAM I 0 SOME 3/fr-e LIF Vb 20EGUMLAVE W offlffizrt SCALE 3/r.1, s=riUE Il8 .1" "'tooloffam"MY SCALE: wa-.1- 11 0, TILjj. w, /,�� �� ............ IN N=1 � - ", - 'jtf.-��I! . ,EN,S4, I I INSTATUAIKINS ARE ONLY itILD FOR BUILDINGS WITH &5Z DESIGN LOADS . . FLORIDA BUILDING CODE (019h Valocffy Nu cone Zone) UP To .555, -72-Q PSF AM PANEVS LENGTH UP IQ 5'-fr 2- , 1. r. 1,2221, MTEM, Itc FP z ;• NO 1 * 20 GAGE GALVANIZED STEEL STORM PANEL 2. FOR MEN WOW FRAME CONSTRUCTONt WOOD VEMBEIM IQ BE SOUTHERN T% . .*1 DRAW ]ITT PINE NO. 2, W/ SPECIFIC DENSITY OF 0.56 OR EGUAL, - S * " 1, F . - GMLO PROTECTION PRODUCTS, LIZ. -/-Wx / , MIL I.. � "' _% 51 STREET . . DAiM, FL 3"14 - - , • . _� 1M.; x% - - K PIKINIF'OKITAXIIII-te-5, FAIT, (I5i,060-6717 20-176 Nl "I'll 'i 41p - I C-) _­ _l; 0,A) -6i'" www, k� -11 IT '"itir w./qMAAnw_,Qve cA-06w, it n1i 2 M i - i I -.-.--.-.-I I I 'TUU, ,,., PE FaM . - - .- I . ,I,C4' TAPCON ANCHORS ep 9. Ole. POURED OR MXT� I " GLQCX REQUIRED f--c .1 J* 1 , "F , 1 , , I - - I I : E-014 ­ - , , I i I ; II 50MAI To � I - a MAS"Mm - I L tIMPTIMUL. "I'll I I I i ,�. � � : 'i I I _ , I , IMAUA110N DETAILS E98 0-TION A"R UFE SAFETY STORM PANEL SYSTEM INM EXISTING POURED CONCHEIE QR CONCREJE 15=K SIRUCTURES ____ _14'. TAPCON ANCHORS I * .Its 0 114' TAFACON ANCHORS �# TAPCON ANGWO O.C. T ­0 III O.C. 1 4, 9. 04. I , :N�� i ' _1 � � " POURED Coli I 1� , , I Pou:� MONCRE BLOCK RE"'ED I I BLOCK REQUIRED ,; I � . 6 TIMOMI��T �' OR CONCRETE I - r-c 1 - IT 4 - - � I F-C f-I .. / i I , 2�9 ,�I_�4 - 7 _4_t!4� I : I '�_, ___,�� , . I ,. _l i , _--------# I, , � F T A* , I ! _6'. � 11 I I I I __j 3/3r *N; NUT * 12 I/I' ai.4 I T , - -!it. "ITCO, ANCHORS I a 4 I/2' D.C. (STAGGERED W/ STILID) � .... R= - 09RETE At REQUIRED WALL MOUNTING INSTALLATION 2 jW"EL SCALE 3/8*-I' I i I e i - -=. - � - a I, ,,,,,, . i �p - 1 otuT, ,a) I i � ��! k ; I . i � i- � . - --- I � z pilf � I � U , 'L11_4___ "Al , , L I .- _i . , �1 I 1�_�'__ , , I I % � I - I ____... _ - -1 � ��,_ __I i - i � � I . _v�l : e I . . __0 � 1. 4- � - ; 1 . i : t 1� - -1 , �1� ! � ,,� �-Ig"',",g. � . �.. .", "I "'w"s, I VIM) I 1 4* TAPCO ANCHORS - _._, _: I/ I . . � (STAGGERED .....,._POURED CONCRETE OR CONCRETE BLOCK RMTREO WkLI MOUNTING NEAUATION 2 149MOMEL SCALE 5/8--l- WE OHM IN & 20 IN ANCHORS TYPE Al ANOW "M - .;;G_Ow - SPACIAT fOR WSIA.UTIGAIS INTO WOOD i,A, mom WAGM; O') 3 FRAME BUILDING. Wft" AHOHN SPACINGS AND MWA" EDGE DISTANCE ARE INDICATED ON THIS - 'rPot- 3 BUIDDIAL MR E.D.LM THAN "01% "Im !=) - RA,ftj MtW` P"4 3 SCHOWU REDUCE A00101i SPAGOV BY VULTIF12*10, SPACING %00 ON SCHODUVE xm Ea Ow Ownco , Ito" BY THE FOLLOWING FACTORS, MR The OPERATKAI TO Or POSSIBLE woucell ____ _-1-Yr " 1/21 --------- . ___ - SPACING OMMED USING FACTOR SHMI NOT BE LESS PIAM IANQUM SPACING 010"11:0 FOR EACH ANCHORANCHORTYPE ON TAPS tollaw __ _ _g - - - - -__ _ _ - -4 r . ­--l-t- _-1-1- ... ?"."' I I I I I r , I q, I . ��.L- I 1 " - ", F ,I ! I - twPiwixt, .- I ! r .w.r. ; 1 --a � v I '.) t i I ! i J � I . M Ix I I'll I , , : "k- I � I j � I V9, I I -1 I I -_ 'I , ,41 � ,, , i , ., " � ,, __ ;�,�w ,,,�-,, : I '41 I , E. u . I P"Iw " 0 �---! -I-------! a T %vw, 1 i r11 T T ----- �_ -­_11_­� - -1 i i ; I "�. � i : . I ! ; 6' �42 A I I I � I i 1--"A I ____11_­ __ _ --f - I lj�.,' _��, I !/4'4-2w/4 I,LiL W/ 1 , - , "S' '��,i , , , ; � -----I ; I ,,s�cz- - L "' i � , tt-e­aji� W/ _ _ - - f�_11/-1_1-_-!1___1 ,­-, , WINO Ni, /8-0. � OC WASNES � . , " , T z I " 2 7 I � .wjn * � - . (BEYOND) Mo NUT WMw , I I _ __ ' TAPON ANCHORS T I _�* i/r . � : i ___4=00M y 4 oz. I I I a 4 1jr ac, -.- FOUPW CONCRETE I. POURED CONCRETE ,..._._.OR OR CONCRETE BLOCK Go MOCK REQUIRED R WALL MOUNTINQ IrLLATION WALL ,wglm MOUNTING INSTALLATION 0 AffEta l:&EL * SCALE 3/B*-I* LUESNMANEL SCALE 3/8"-1- INEALLABON DETAILS EQR OE110H #2 FQR LIFE SAFETY STORM PANEL aYSTEM INTO EXIONQ WOOD STRUCIURES , , %-___, 'I , - ;.. I It[ ;_�'. IT , I - " 4 l � I I � - - q 1�­ 'X - x -_ I ,- _ 1/4-0 TAPCON 0 6- D.C. I I � � _W) i i - _1 11 I 1, " , 'i MIN. IHHEADED .1% "i i L � � I, . " '� . I ON AT WOOD , : �' AN'lTo 11 I - � I � , .. " It OF40ER " W-AM I I % � I-, , �; � � , , � . I I , � , � '/ I , �1 .1 I "I - ­ I/4- , , '14 11 I I I , "I" 1, Y \ I j M... , T I I : " i% I � I -, ,--- __ , WOOD I , I 1 . . t-kl-- ---- I HEADER 2^ 1� I , WOOD WADS - vim � t ---_ I _,t� I I , - ;4 _�__ , / " . - - REQUIREDl� 1� 3 1 ! , ITEDIAREI) , .1 I I I , ; ; qw. :u � C'.. ,� . . � ­ I ; . - I,_ � �I . I ; . 0 I i I ; � : I Al", SEPARMID. i k To GUNS : ; - ME somiku � . It- i I I T = � I � � ON sAw ,0 I 1A` sm"NOW'It I � 1 � 'L, M... 'L, I-- 'i Mq.. - CMSI�HEGAE_ : PANEL LENGTH " _1 I -_ I k 1_1­11__ = ,C-- 1__... - 1T`_ _ PANEL LENGTH , - = ot Blue, TO, � ISM Nam I BELOW) 1/4-0-20.1�� 1 1 (SEE NOTE I BET. - t --4--,--- � , � � : $15, M.B.wi I -,,--- I . ... I I I I � I , I I . ,;N - 9x01V_1A"1;l* IT, , i ­­�, -,-�", -,- --,,,,- -:�,, ,,, ­_, -4 ,� , _-, .-:,, _7 TV - I ­,%�_� - , "_ ! L ____71111�__�_�___=_ - 6 i r t ; , . i � t i � I - I I i � � I I -, ­,­ - - -- I r ; � i I I L__-4-11 � -1 I I I r2 - __ - _--- I � 1-01- I � , I i � T I I I I � I � I ; -0 : I � 1 � 7 - , I I . I II . I i. - . I , ! , I I- 6. I . . -, - 91 ,� - 4 � , - - "�_, - - -----. I ____ - IA- _ 41 - . �". � !r EQ. ,� --- I �, . � � I � -1 __ , � IT I ­­1 i , I., _1. I . I fLLATIE � � , , 2'.*' 1 . �1/8'f A 3/32' WING NUT 2".4' WOOD I . J/8*0 . 3/32' YANG NUT , WOOD , , ii � ___ , � ii -WASHER 0 (MOW) REQUIRED , I ,� WAS,,IER 0 a 1/4- D.C. REGURRED i : ­� 1 . I 1; � . , . , ,,- � , "' -- � , __ If 10 4-� 1 � ___�_� , -10 PANELMATE PT,UCj - 01 - - , A-1. , - - -_L1 , � le 4' OC. W/I 1� � , � a 6 1/4. O.C, / , I ! k . 0 r - � - , W a ' ' _' ' , � , I I ION MIN. "I , MIN, THREADED P"TI k I I � I F I I � , I AT M11111 OF - � , AT MIMDTH Of PULE IT � I WALL MHEING IhISALIMM NAU-20,11161 .&M AUTMA MMAW "011100HINA ;A, TQN, jQ_1jFE_SAPANEL `-, 0 REGULAR PANIEL 41� ,*"- SCALE 3N I'll- ��% ScALE W. I, -I' A, �'* ,�XaNse**%.t 4�1_1, , - ­ FLORIDA BUILDING CODE gIlIgh yefoci!�z JIM , one Zone) , - w=1 I 0= TILIMUL w- 2 . 20 GAGE GALVANIZED STEEL STORM PANEL � � OWN an ,*= �_-�41 1, INSTALLADONS; ARE ONLY YAW FOR BUILDINGS WITH AS , DESIGN z . * , ­ - -_ -_ - UP TO +55-5. -72O PSF AND PANEL'S LENGTH UP TO 8*-ir i *'- �� - GLOBAL PROTECTION PRODUCTS, U,C, oMI,- 2- MR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SO i , S w Lf- _ . . ..... � I _:> / IILIECO,. w/avion, � El �10�_ PINE NO. Z W/ SPMFIC DENSITY OF 0.55 OR ED ��-. ABOO &W. 61 Srpw WE rL va", � J� ,. p`.P.,, (_)elet It EM)SUg-am 20-176 �: - -­ -*l,;,,T` . PWMA4 fti ,,IN., NiNvi%0,'E`Svt,-/-TE: , I . - I - - worn I - INSTALLA110IN OEIAILS EQR QETION #2 FOB UFE SAFM UORM PANEL SYSIEM INIQ EXISIINQ EQURED CONCRETE OR CQNQRET-E 8=K STRUCTURES .L". TAPCON I ANCHORS - 10,'4'.TAPCON ANCHORS .1 . .. a q O.C., I , 0 Oe, , .� - PO"I'Daff.l.w- PCII&WRIE .. �� OR . . I , .11 M 8, REDUTRED REQUIRED -,:i i 1/4- I I - - I 11 T I .1, . Fri I I i � I I T E.D. I I I -_'�' "�' � � I *_-_'�, �� 1,11- � 4-1- i � : i - "I 4 I � "c � I - :111 T I I "I � I i � a � , COW. v I _0 _SMWIAiXAv � , ; i i I � -13 ,w . - I.- i� , 1� A��. 1 � - - !! I -10 ; , r _v) I � I ! I it i 0 -1 M I � I � Vt E � -11�4 &_� 1 1 w 1 1 � `= #1 i i I i I I � I ffv� I., _f` t� ' 11 I � i ! I : , . i � �_ 400,11we .1 1-1 --- � � , : t : � I -----i � - I ! � I T . ,__ _,� ,,',_- - I I ., I � I . j i I I I . I I � T , , � �' .- I i I F-D-- T � 4 - E.O.- - i '. �! � � ,1 1 i I I - ! I : -1 t I I . `4 1 f1ti-10-0 PANEUt It IN/ ... - - J8-# . vsr PIANO NUT WASHER i 0 0 we O,t, � ",_ - L%=RZTE OR BLOCK REOUIRED WAU UM !NSTALLATION 3ECTION 5A 0 REGULAR PANEL SCALE 3/8"-l" 0 90 M SEE SHEET I & R ANCHORS IYPE A mom" "n 1/4'. 1/4'. 1 1- .;Pow-- PNOTMak 1 w SPAOTHO FOR INOTALLAT101M INTO WOOD - to twicon 0") a I FRAME SORDID. MIN = 'N=j'..,Tw`= --.-- let.- Do 4 3 SCHOD" MR EO " THAN fAMICATIM ON SCHEDULE REDUCE ANCHOR STANDING BY MULTIPLYING WAGING SHOWN ON SGREDULE w-AAA) lattIPIAtattoo 3 3'/2 Meet. M pa movc* Teem BY THE VOLU51flit PACMUL FOR THIS OPOIATIN To BE POSO!" Rakm ___1 ,___,___,_1.1S__________ - __._��_, - - - ____ I SPAO04 OSTANOD USING f-Clok SHALL MIT ac = THAN MNAIUM SPACING "DOMM MR Exteq ANCHOR TYPE M TIM SCHEDMr ____ ___ _ A_t/2- _ _ ­­_.___ _­v - _: - - lio ­ f "'IlV" 4-_ --:,---- I � - � ___ _.E_._.. . g ...... i `14 I �7 '.., __4,14-M's PANELMATE PLUS W? 1414 . vrr "G NUT WASHER (BEYOND) I - -M =Rm BUDCK REQUIRED WA UNTII�G UAIIQN PANEL a LIFE Sru,E_318*-I" Hurricane I I20MM WEST YAW F-7 BW =0 PANEIT.AYSTCN T E-7 HAK STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P:E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ET 1) MINIMUM DABEOVENT OF TAPCON ANCHORS AND PANEUAATE FEMALE TO & PANELMATE PLUS INTO CONCRETE ACCORDANCE WM4 THE 2020 (7(h EDITION) OP THE FLORIDA BUILDING CODE- BLOCK WALL a 1 1/4- DESIGN WIND LOADS SHAUL BE DETE"AIM AS PER SECTION 1620 Or THE ABOVE MENTIONED CODE, 0+2) MINIMUM EMBEDMENT OF 1/t X 7/8' CAUK-IN ANCHORS SHALL BE 15 7/8- INTO CONCRETE, FOR A WIND REQUIRED BY R WHERE THESE SHUTTERS IN L at 'LLED NO �MKVIAM INTO ANY FINISH 4ATIERVIL SHALL BE PERMITTED, THWIMP O1pCCT%WFACTQR XIP.O FOR 'B". 7- E MMUM (ArO�� TO AND SKAU NOT EXCEED THE 1/4 0-20 n SMALK BOLTS USED SH,4U BE LONG ONDUGH($14OULD ANY FINISH MATERIAL Ex" 10 DESIGN PRESSURE RATINGS INDICATED 04 SHEETS 25 A, 2%. ENGAM s/r TWO ANCHORS. IN ORDER TO VERIFY THE AN" CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO ALS,D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0+6 IN ORDER TO B,3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX, "D) QZVON PRESSURE RATINGS INDICATED ON SHEETS 25 & 2S_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 9Ei,Alt SUCH PANELS. ANCa(ORArf , SHALL BE AS UENMONED IN 8,1) AND IN 9.2), IN ORDER TO VERIFY THAT COMPONENTS AND klilt ON TAGS P.E.D. AS TESTED WERE NOT OVER STRSSEED. A 333I INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS na USED IN THEIR A`4ALYS`ISr FASTENERS SPACING TO WOOD HAS MEN DETERMINED IN ACCORDANCE WITH ILD.S. 2OIS_ (C) ANC44ORS SHALL BE INSTALLED FOLLOWING ALL OF THE REGOWEROATiONS AND SPECIFICATIONS OF THE ANCHOR's STORM PANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE lie BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. ME AGAVE MENnOHEb D ASCAE PEA FE14ESMMN TESTING LABORAIDIff. INC, REPORT I Z032, AS PROTOCOLS TAS-201. 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SC)UNDNISS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND ?AS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY HE ATTACHED TO CONCRETE. BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED TO K INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDING. INSIDE W/O THE USE OF A LADDER OR In, INTO APPU04T)ON IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER CMAPON09 EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE GUILDINIG 10 PREVENT WINO/RAN INTRUSION, CAULK AND SEAL SINXIER TRACKS AU. AROUND FULL 3. SERIES IDW INSTALLATION IS APPLICABLE TO W SINGLE AND DOTHUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE Of 5MCARtL 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS IN04CATFD IN THIS INWINO PLUS AM BUILDING AND ZONING 4. SERIES 2000 INSTALLATION IS APPLICABITC 10 SINGLE AND DOUBLE: HUNG MO HORIZONT& SLMER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. INSTALLATION IS READURED TO BE FIBUTOPMED, FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, We. E - Z HANG STORM PANEL SYSTEM. I% VATM pgMINO. 5, ALL ALUMINUM EXTRUSIONS TO RE 6063-16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15- (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.M) PREPARED BY THIS ENGINEER is GENERIC, AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Lb. WHERE THE SITE CON101710145- DEVIATE FROM THE P-E,D 6. A" ALUMINUM SHEET METAL USED AT CLOSURES, SHALL HAVE 3A05-1414 ALLOY. M CONTRACTOR 170 BE MPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF T. ALL STEEL SHEET METAL PANELS SHALL HAVE STNUCTURAL QUALTY STEEL. ASIM A-653 GAAOr 50 Aijo,, SALVANIZED MEL THIS PROMCT BASED ON 11-AS PE.D, PROVIDED HE/SHF DOM NOT MATE TFOOM THE CONDITIONS MAILED ON DESIGNATION ft SITS ATAII (AFTER RDLLEDJI� 1.5 DOCUMEPIT_ CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONsTROUTY, 13- ALL SCREWS 10 HE STAIM.ESS STEEL 304 OR A16 AISI SERIES OR CORROSION RESISTANT COATED CARBON SFCEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF VOGWIEQ. SOETIS W/ So kif YIELD STRENGTH AND 90 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA SUILOND CODE, SECTION 2411.3.3.4 (d) SITE SPECTFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ]ENGINEER OR. ARCHITECT WHICH WILL 9� BOLTS TO BE ASTM A-30? 1GALVANIZED SIM, OR AM 304 SERIES STAINLESS STEEL WITH 36 kiii MPIRAUM YIELD STRENGTH. BECOME TILE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE CC THE FIX 0, ENGINEER OF RECORD, ACTING AS A DELEGATED, ENGINEER TO THE P.E.D. ENGINEER, SHALL 10. ANCHORS 10 WALL SHALL BE AS FOLLOWS- SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A.) 10 EXIOW paM_;phf2= (AT) THIS 924, Stua BEAR THE DATE AND ORIGINAL SEAL AND SiGNATUM OF THE PROFESSIONAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUFACTIR ED BY ITWL BURLDEX, INC. (MIN. ("­3112 t­ij RECORD THAT PREPARED 'I 1/4- 0 X 7/8- CALK-JN ANCHORS, AS MANUFACTURED BY "ALT INC. (MIN, Vc43000 p.&j,) : 014-10 PANELMATE FEMALE 10 & PANE1MATE PLUS ANCHORS� AS MANUFACTURED By ELCO CONEIRLICTION PRODUCTS. 18 STORM FANE' MAAPUFAIMRM�S LABEL SHAUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (r.-335D P,.-L) ACCORDANCE WIT41 SECTION 1701F,9�3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA SU&DW5 CG,DE_ &I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAINELMATE FEMALE 10 & PANMUATE PLUS. A2) MINIMUM EMBEDMENT' OF 1/4-0 X 7/8' CALK-114 ANCHORS SHALL BE IS 7/3' INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALIL BE MWITED. 1/4- *-20 SS SIDEWALK BOLTS USED SHALL BE LONG EMOU6H(SHOULD ANY M,YSH MATERIAL EXIST) TO ENGAGE 5/4" 0,11.11", INTO ANCHORS. 00_'�� A , r14j'z'AA � fIt:. ,,, '*� "' &4) tAl CASE THAT PRECAST STONE, - NL PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON OR THE EXISTING WALL 'A , ,IA:�� • FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PAR 0110j '-"- PANELS, ANCHORAGE SHALL 4r"� ,,v tt� BE AS MENTINE ,� -0 IN &1) AND IN A2), .. . . � E . No. 44167 I = (9) TO-EXIEW911-NmEnt-wa-1 _ua B * * * � - .. :*Z - 1/4* 0 TAPCON ANCHORS AS UMUFACILITRED BY kl,W. BUILDE1. INC S - _ __ FLORIDA BUILDING CODE (11,119h Viloafty 04ur cone Zone, __ I _­� I- � ,,�,._ .,, - ;/4 - 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC, (C-ISOO p..Q S - . , w= TI 04c. F.P. .. 20 CAGE GALVANIZED STEEL STORM PANEL - 1 4- 10 PANEUPITE IFICIALC ID AND PAAMMATE PLUS ANCHORS, AS WNUFAClURED BY ELCO CONSTRUCTION 1_�,, * DOM PRODUCTS (r­2G7j P,i) - .1� ---------- ------- - . - By, - /­ - - 07/26/-M _ __. GLOBAL PROTECTION PRODUM, LLC. DAYL 11, / [ILTECOm. \ ..W.il, . I . 7910 Te"T.0 . i*bioamo 60-wMy lut,� 'L =,. -M M--n.. NAM- NbAl40-r4S, fM- M4 20-176 - TKIM A-Z � PM .'-I- - . " OR"" 't,,r Pf SEAL/SIGNATUet IA-00011711 221' I - I - I I= Tuff * SHM at OF " wz ,; Pt _ I _6­0 (1) (1) r- C/) -0 -cu > (1) -= �-j � _0 = (D L_ CD CD " 0- c L_ 0 c .- co -1-t-0 0 -0 (1) - 0- toCDCM - -L-� �2 -0 -= _a c 0 = 2 ca. C 0 ,a) 3: cu 0-+.f- 0 ca C) > - . En a) " L_ 0- = cu 4_ .c 4­ U)u C:)- < qr*� C. C- . = Go 43 LAJ T_ -5 = 6 r- C= --!-= "'a C-4 M 1121-10.1- >.0 LA_ I .A OF - ..a On :� C2_ .- Un C= - CV _= w CC C= 'a " 3 � 3: cu CUI . .�E w = .- �� . = � .i- M to = - w _= u it" - = = .- 71:_ . a a _= E a cj - Is COMPONENIS FOR SERIES 2000 & 1000 ,[-Z HAL49 1 3'/24 w INSTALLATIO LS (SCALE 1/2-I-) 1 Go' - ' 'E�j/* I �I_ Max.t 3 gaQw) JO 5ERIES 2000 AND 1229 E-Z HAN9,5TORM bul, sk's /2411- I p/2'.4 '(4 */ &O I= HATE' MOKT 2*/24 10� V/24 0� . roe Ma PANEL (1) INIQ FOREQ, ONCRETE OR COMM a EAOI 45� cowj" =x - _ - - ­ I* WI 00HOMETE - ___1__;_1521*_____ or -7- =4 'Nsc . BLOCK � W . � 3r, - AKWM T Tikn , s . ,1,74. --!of soniiiks-ok law 2. LL I f I M SCHEDULE ON SHEET 25) 1- � I t. MA, - , � � I I / � . - "" - c � -------- - ­------­ ... L ­ ­ ­ ,- - 15.1W (TOTAL WTGYH�--­­-_--_-­-_-­­ ­­ L -, - ­- LL'---- :- --- 2_250- �-2Z91"- AT Z . 11 2w1________1lo 4:6� cit. . ____ lit ­_=_ -, � a:boIWe 14WOMIMM - - - - - - ­_ - _� - I 1z__ I * i Ole , An 00ACME IVHD. , �-�4 - =� - r= =='"'S 111�1 -_ - 4 _n) \ �.� -ILI oIttiMmIll, I IE�42� --------- ------------ - 12.5OO' (EFF"ECTIVE WIVIT41 - --- --- ---- _., _- - _ - - I I 1-1_1 11-2.250- ,%i Ile- == I 1/2- 1�_" .tItuar,w) �­ T. I _jZ�� cn -6-0 I . . ____ I i �yr__T -- - M=.%) ---\ VV I"A'Mr, c..c.m V - .1 , . --- ------------6 1/4'­ , ­ --- L _- -­ � � I , - , I 1--TF7. t &­. " _­i - L, ; _l'3SQ t -I 1 T 1 r----,-,, ______ �-__` , "w"d "' , = 1z -1.3:.O,-- --I 3�0-­ � '\.Sw � I - lour® 11 --77,'-,­ - -- .."a ­ " ,, I . , I 1 ,��- .. \ �� . __-_ I ; . _`1 L ,� . il -I I ! --rl - I ! IN 11 I �,� 1 11p 1 1 , I I I , 11 ­ , ;�-�' - � � L- 2,500* 1 1 z n I I 1 ! � :� ____r - I I - Typ I . 1, ..".w - , - I - �2�44' �T - �k:ulylpl, I 111.1 U H], i , " 4 - I a) CD I - . 4 -, "��O` 3_,,60- . 'i 1, lialm" `J -, A I . .� I I - " / I i i I i i \ � I - - � I , I. I I 1 1 [j L t � ` F, IT _1k � _r L. (D L_ I 1- - 0.036, MIN THICK HEMMED ­' ,075* _11 - - I I 1 1 1 1 1 I , 11 i I U �i i , I I I 1 1 � T \ T I 1, I , I , \t ; I 1 2.500' -11 _] I_ ] � . � � ��f I !Iliu I � F, L �,�,, I & � ,�, . atua I . 2.. . ,�. 1-1>' GkVANVED STEEL EDGE - I ­­j_&�;­;;;2�­ , ' I 11___1­ ­_­ ­ ­__ 1____, -- -1 __,�� I'll. - ­i�­­ 60 S 'v I -_ I �==. 1 9111;�IgAlff It � , woomIl I - - 60 4 *0 w . -- - I 1-1 - --I .- I , I q , L T_ 1 2" UKTORM PAN11) P � jw-iea;�� - , END PANwT1 . ---- - ------ � - I I L , , IT -_ -_ I EDGE ) MINIMUM ! I . I SEE MOM 1 3� 4 BELOW I I 1 1 i I i I 1 3, A emote ; SEE N (INTERIOR � : ��,,-,--.,-:-�:, �-�".,z � a, ; I'D ---I* -, I MED , . A 653 L ,F�% TINTERIOR PMMU _;��­! I -� - \ --- - "A"NI. 11 HEM TYP. AM I t 0r 2. . i I Fl� i �\ _0 1�1 - = .G-50 CALVI MAIL JIJ I I ­ - I 4- j.i� i 1 ! I � I j I I SEE - 2 L4 . - - , � A - llpl__�k MO __� GRADE � - f 1 14. . I I'll, . I " i 5 L L ---- W4,L I " , __ I I I , I I 1-1111 ... 41 i � vitri-PoA - � - I _______ -_ " _ -L� 1.15f- _ 48Ar , -11,ill- 11 " -4- I I I ,it 4 !1111 iv 7 � .. � I I I - --i i I I i -1 i 11, I r-Tatt, , I -+--a . I : -/A. , Y il!.l I I 1-1-ff f I 4IT41 I I -GoLIzoppiga, I I I L � 1. 11 .1 __ --fil"25o. 11141- i 1 1 Y-1 i ! ---C) i I 9 .rr* V, I .,n . I I i I M (D STORM PANE ­­ - w -'---f I LJ_ --.--- t _,mxw � W, I TIA 7__(,�) I' ­ I - ii7 'IF - - I 111111 , 1. , ­, I _. '* - K­ff/ � 1 1-1- . I I WWC ! !,±-<D ______ i 1-1, _�l M,?,;,'P"t 0 � -I -­N j I 11 W.-___-, - -, ____ I*_2.470" i * ______ , - -, ____ _,________ --- I . I H I ti - 11] 1 1 1' J] 1' 'I 11 -i '' 'I 11 I'll I � - T__­_2.-7o'_ I I J­ _t 1 1 , - ti I I I I 1 ! I ,[1­11_�] IL, I 1' � I _J - 11 U 1� K _�, -I U i - - , ]­[]'! lJ,#(_'wA"Rd , I! ." t _F"T"I", - t t-r-fl 40 i "m - I � - t � � I 11 ] i N I � .11 11 - `­__1 I __r I a 1 f 1, I i I I I I I 1 1:14 1 ,I AT'i T 11 i , f, I " � I � � I 11 I I I I 11 ... I I I i I 6 I I i I , i 0 ­ ' I i 1 11 I 1i i I I I I � I . I !1 , i 4-4444 a i 1 1.1 I I 'LL- _­ j I i I " ­w-­� . , �.. 1 I I I 1) i (�) REVERSED "U* BACK 4H+14 _� I 11,111111, 'm � Q,;�j '40 ', , 4 L - __ - 9 . ! .... . i -";I--,W �__ AMATE (Fil') i v w,-S .. � I%- t I I � -, " 1, , _ 1. L_ � � f SEE NOTE 4 BELOW, -,,.,,,,,' I _1___Ar,:____j1 PANE 1 Y-1-20.4,/41 , ­1w - I .� �, 6% j I- ICU, - I 'p--mg _ , �� I SM Not Si3, 3. -1 L _L­2 ! . I MERARAMN SIX szHu"Aif I . I � -0 _-_ w � 0- PAIttE��RKT Z:oomi T � _____�_ -7 ,4 . . =0 ry � - to GLATa, 1/1=1 M GLASS. I EWAN PIT" I 1�' -150'. � 1. JQFT I �IW.IEIIWIIIII P4 I I �1.0-mz, I .-. _UP 4 ) 1 " I I - . *:=:U%IFSQMIWL'-�- , rT 'Ell OR I uw I 4%0 Fs_�_ - I , W/ "OPMEr CODE, I �,-- - "' -11 -1 .I -, .7, L I' �7 S,>wDAZ AT. 11r I Ittir t i OWN WMAP 9 I I "', g 6 q CL - - - I � ­ - • I 3 1 INTIOMOR PANELS -15- 1 - E4,eFTY VIERLAT i .1 I 1. = I ,, �1�32' -': I 1 .2 1 - _ _ _ 'i- - . a -i 'AIr 0 OR 0 A/ - It - (2) __ -,-"- _­ ­ , . 4g.:#�a AM I tYu," *low I el-'K 1_<a Stop TO OEM i i 9 - - - CIO �_�_ AODS To !its INSITALLED AT EAW I -A I I , I P 0: INTENDED i I I - I I _�_ ___ . E81 1XILT RENT RANDLE AMAIS 9 OPENING .A.D.2 iiPIMMIZIC 1M.91I&I TO BE INSTALLED FROM ___- -------- L- j - 4' 1 _ I I ,�� - ' I I IF INTENDED TO BE INSTALLED FROM IATE I I : � - M@r I if I j __ I � I � < _ ­_ / TYPICAL ELMM E12R 9 -2 TYPIGAL ELEVATI FOR 1000 10 FACU '1� q ,L 0.250- - I _L2!: E--Z HANG STORM PANEL (1) SYSTEM INSIDE OFF STRUCTURE 9 LMS11 TIMM OF STRUCTURAL , I i I I 11 I ;_.., ----I- I - - - //Z- _11�___,�� I i2� I , ______ - � I � / I - E=Z- IE ME & , ... A - - - i /� - KAIMED _� - �� I "'.. ­ SCALE 3/3r 1! I � i- - - -, ` . - I tilt I . , I - '. i I I ... .,I ! M f­1 -r-------,V- FL - ,,,- !,/.---v-- Al. i I . _� - - I - - Qi r I I , a) 0 . /.- bAPt. 1/4* W w !I 11 j 1 V;411:� - I 0 1 1 ;1 1 3;_ L - - - I I Mo... w 214' M- GAP-1- i I i 1:6, " I I i � . ,_A,�11. IN I I i I I f - I I . I i I I F" 7 7 7 77`� ,� �, ,� �,�_/ \ / \ / \ / \ 4 N Jrv- - - - - f I - ISOMEMiC VIEW DETAIL A . 21wi- I " _/ -\-/-.:,I I :4 jor - 3. 'At" I 1 I -,I 0 i I 1 C -0 -_ ' END UP W1 HEMMED EDGE- : I . !(,§)- A �.. 1000 : v T.,R Q W/ - - S •. 0 -) I I I I I -, ROUNDED CORNER 0 ENDS OF PANEL's - ----I ! ta, lAtila"FE f - �' ! - , EMM � - ­ .I __ - - j.lw - eUZIi - � I I " --- -�- IN I,$) Rg'L I- - -j MOM." I "" "" " " ­­'L "_ � - -All I I � I SEOQN 8_8 IM K.&TION Ea.", , I , j I E& - __�,_ �el - I I , , � , I . it= SLO&A A , I / - " I -, I 0 [-A � I , I , , , , III , A,�_ -j-_ L j tm : sc*x W - I �- I ­ ,,,, L. �., ==I. [ �i' L_ ) , - �? , I I 9,11 REOUM I I ,� ", ­'/'­�L V,­', 1�11 _2,neo�___ I � (1), =111110t; OF SERIFS 1=; E - Z HMO STORM PANEL SYSTEM CONSISTING OF PANEL A t I - L : ,V,. - L­ L -­ - - .- 5* M­ - . - _ NOTES- TRICKS AT TOP & PANEUMATE PLUS OR Ir" LONG , - - 161z:11v Wn ­� -'T ,,it , T� z:-*,1,`Y­ , Pll� ,- , : ,� vmyjal, _' 1=�- Y/7 ri OY ZFIN"-M-SEM5-M� E - 2 Kq4 STORM PANEL SYSTEM CONSISTING OF PAW ,t, &A BOTTOM Wl FIANUVA= 1,�,_ , 11 .11 1-1. 0, . - _.','�� '' � �, woma % Aa/41t, CIO - , , , � Z!It Vt I , , "'Aum - I* Com. TRA'OKS TOP * BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED 70 I , - _j ,.,--.,- � - �M\L 4/0=07-_ NO SILL.. WALL BY MEANS OF 11 - 00 EQ IT .��" �F�' •...,, =,Pt/ �L, I R ,-.,,, '� (�) -r-am (�) wp7,#wgp () 2"x5"Nsix.) ALUM, ANGLE - � /- , . "', \,!�) wv W I � ="I Zr 2 il � ��-=&. ', ,A,%�vw (2) ,00 PANELS SHALL ALWAYS BE CONAIECT131TO BOTTOM TRACK OTHERWISE A STOP OR PANSMARES OR F - I TRACK AT BOTTOM. END PANELS ; 11 SHALL BE CONKE&OT.ig-w w � - "� 0 (3) SHALL BE PROVIDED AT TOP OF SUCH FANO,S� ,I� T�,. � .- 11x 7/jr(g3-*' I d0"P40C •APolom 11 I ff.lev "T � -0 = Mr ' __ . C � . IIiI,, CA ,, ' kis* ZE CPT AS 2 tw"C"U"o- I& cowalt -7 r 6061-TO Mum. ALLOY WING NUT OR . "U" WM TAI` laurn/ , , J , 40 ir 4" -125' ,AIIEL5 A111�011111, SHALL CONSIST OF DESCRIM ON GO T Ila= MOIJUTING INST. . ver 26) e_ M (3) ��NO P � I LOW). , a) t A. �_/ M.S. ,� Aft, THUMBSCREW (3). FOR CASES WHEN END PANELS ARE WALL MQU "L TAPPET] ;;, .r , [ [ %E.7 EITHER OF TWO END PANELS ARE NOT STOP w SE 0 KX EUM LQJQ�WNMIG INSI, RVIL2_01 thm, . ■co - No Roe "M-16" LO SIM- --- 11 I IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.. A STOP W 1IT-cl-mr. PROVIDED AT TOP OF ART W/ SCALE 3/8-1" v7fi (4). EXTERIOR FIAT FLANGES OF END FATM i�RAMO "M TRACK 6'(P AT . W?A-" , " IT (4)- FORKINSTALLAT D PANELS AND SOME INTERIOR PANELS ARE OIREGMy (2 1 - TED Ila ==EN W%4! SCALE 3/t,l fn 5 ON USED ONNECTM TO BOTTOM TRACK WA __@) IMM�11 SPECS ABOVE IN SUCH CASE. CONNECTION OF PANELS MOU INTERIOR PANEL - . SEE spauno.ruld ""JOINIHIN's TO rroM TRACK MAY OCCUR Al ANY PANEL LOGATION, MAY BOTTOM TRACK TO WALL f! �> . SECTION 1'. 3' AT 4' ON SHEET 24, SEE ANCHOR SCWEDUTLE ON SHEET 25, TWO PANELMATFS FOLLOWING SPACING SHOWN ON ELEVATION AND � - _k 0, iltev. - r, w OD rM.".( 4 " 1*1 ,.& . I I I W EDGE DtSTMCE_ R 1.7= - '&;�� �:.N " (5) SEE Z, FOR ,W/ V ,E/K ,4 , W. Y""N's M" 14 NOT NEED TO BE CW MEANS W/ INSTALLED io,4� ..- '. ` - Z . W Z� THAT ADJACENT PANELS %, LEFIT & RIGHT SIDE OF IOR PANEL) RAVE , E'Nsj -S I - %) $ ... %. ""'IHINUNIN, OlE .:(L= PANEL JIM , III 0 `� 90 81, - PAN TE.. ONE �1.1. � I I - F-1 i IMNUN USINGLY O..."M I-. - - BE G' - USED JOINTLY W/ IMIXMI..' AriM. I L. �! 065" (Typ) .. e 0 _E SIDILLI � . 94TALLAY49 TYPE ON IMIXI 23 I- wn Lu /0*�,�,F. JO�-x% - 7 ,ay.,�,-�� N L 6? ,,, FN&A OVERLAPS RE'TAFNED BY 8, . - .1 S I 1 1 - I d .1 ' 0"!;� �: lk 'r;� MV6 _ 2 . . � L 1L========. L_ L______i .44167 ' S '\ . ,\r, , EN ­.... .1 - 11 - S : . ND, 44167 ". = I I = I . !�i - I. IT seanola, I E *: A' *: . - FLORIDA BUILDING CODE (High Yelocify Hurricane Zone �, .� 111, FLORIDA BUILDING CODE (Mgh Vaf�ooi�ty ku cane, zone) L I'-- 0 'MP & e0TTDV MOUNPRATS CM BE � - 2 FLORIDA BUILDING CODE (HIgh Velocity Hurricane 20:70) . 46 L f I - < I __ .,!* i _1 DOMMMED w Aw __ ouai, �Tecck M ; .750"__ MIND MISS W_ 'i 0;IM ,xvm. ox: NITYAMIXIM, MY 'IMY To SUIT ' � BY, � : I. = STORM PANEL F� i 1� 73i'.. STATE OF Z. 20 GAGE GALVANIZED STEEL STORM PANEL rF. ! 3' Mm-i %1%. � TATE OF * ..";7, I 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN - . No. 4 16T '1 � 20 "M GALVANIZED STEEL Mo a'. A\ I I - _ - .. I 11 z ,#, 0 1 *' - - _. - -2!n- .,:,.. A ARID �-- -� 7/2111-40 . Q4A*_______4_ft", DETAIL 1 L_L_j a, . uw w`Ax /a/w" , MKII SAC 6 STREET_ M) _MT-0. "'T GLOBAL PROTEMON PRODUCTS, U.C. in PATP i z GLOBAL PROT GLOBAL PROTECTION PRODUCTS. U.C. "'/' SCALE, I/Z* 1151 W-01" �. ___ --', ri - - . " e ________:> IL ECOo ECTION PRODUCTS, LLC. ' t,o% STAI OF -Qr - � :> ------\ _. . TIM,! - - I' YIQU He !n � -2, /70E C 0,.. IAt}/V gc� I' LONG _� - - � e--- 10". ILG itor " - ­.... 0 3*0!(Max-) ALUM, AN T STOP BAR h4jt�pf QM S.W.S.. $4 SOW " I "", 11�1 ... ....... , - tie, T-L .. - , ", Tug Team,% A, , I t r -I W otteMew ­ 1- " -at 20-176 , - -'rz" M.- PPIMIF- ObOM-7W. ITI.- (951)"ll-WIT - 11 , - .. - YAIN,� .4.0%, I 3II. I Iii-) COMPANY - - -.1 AAA`t,* 1-1 ,,�,�;A, A, 1'�O�P;NMIMI­pw " I- 49. "%, , C,�* V - - I'll, I 01-va . ,. - ,�"­-',A,t��i�,� WMMM; ., ni�. - �_ .. P`1wF:1 NS*X&I-7s", No,- ;w, / 5063-T5 Alum. ALLOY - el . . . . . . 1-10AII -UM.1-1.1 " W:"�*_ ­ NE51 aim [� DRAM"GA.T CA -me? _2!��, ch-01100t -.1 "I'Att"I I .. I At I 'tIt'll- � AAA -OMPS _j PE W�1WJ?ATUeTE1*Aa %AA a 'LIUL�'101.,t - 4-!,-' Teeo, = of a I ""'Mon, I-AlIfl- -ft,-A- bi . . i PAI�11 FM___+ ___ P.O.AL/%WTTft/=E I _I- - Milan It OF n , . _2Mr.U. F_ - -.-.I -..."Im"M&L 0- . . . SHEET NO. SH 1.2 Eg-,­,­ .,Mi _','�, ;4 t I'T 111111111 - __ � I �.��I.j,;TAI;J,jl ll,Aii�Milllllll,,, , __ 1! 111 "Ill Intl V3,11111l �*ilkl 41;?M I'm(Twil. 0 Wik-10-ilzirm", m I Rim-li, - �41 m - _____ ---''-- F;tg]ZW14:�ll-�R[41$ioy*ie�#i#R3mA.y�l�ltw-tt-1;17m;l�l',Ixi960W,Vkt-114, _____1 -1 - w,xaAUM ASAL 0131WIP811171 Mpo. P . 11 I - __ ____ I Mol SEPARATION - I - MTO AN, I., � Et Tr V I - . CLASS CONDITION .60.0, -75Z 70' OR LESS - . I.. - 2 I;/". 1 som - 1 11, 2" y , __ i 2'* &,3,w, .65-0. -75.3 7C* OR LESS . . . � 2 7/8. 1 IMITED - Ii __, - ------ - __ e El 4'W . �sl F�Q IB;2 1=4- 5�5, M.S. & WINGINEUT AT OVERLAP & tox OF PANEL LTNM OF PAWL 07FY.417111!WAIM.)N.l*.icti�m;il.i**,�fl�;3wl.%#(,[�nf-'-TW Wi�itIKoi.l;;Zi4-i;i.lZli.,I,.IM!T,v .4t, �.ilpil or 'wl w1liv.1011jew-II4I ___ I ill_.� IILOI��mil,IL-.KVI*J."�";i4lw.-Aoiol�l,oi.,i:qg.m,-jlktl,lr,lloz "I i;l A mFwy;m�x,qiIK4qA*ww.t I � I I- I I - - - 1­14411c, , .., =:m- =11�i IAAAMUM MAXIMUM ANCAGRI SPACM FOR E, 0. - ;i I/r - &S.D. DESIGN _____ G 7 =' I' I . PIIIIL -1 9=- 1 U;RGM -L, C..) I PRESSURE IAPCORES I CAUl I FARROLATC FEMALE me PAKEEMATE PLUS RATING - (,,l TO OCENGRETE - 70 CONCREEE TO CONCRETE BLOCK - j To CONCRETE BLOCK I'D CONCRETE To CONCRE 1. -RIPCII To CONCRETE Int, �Zttrt 12' ____ N/A 12, N/A I 1 12' N/A 12* 1 NvA - - - - - - - - - -- 4 1 v & 2. (TOP) i II* '. * lar '. 1 5- '. .. 1. i - Sii�B!rl, 0.11), I 12' 1. 12* ,� __ i a- $' 1� I 1. 1 (BOTTOM) 1��� , N/A N/A N/A 141A N/A 12 1/2, i Ill ?. (BOTTOM) 4,66.0. _75.3 ___�IA ____ -_ ____ � ---'- 70' OR LESS 1 7" - N/A , 6 1/2- ./A 7�� l I IV j ./A 3' (MR) I 12* - N/A 1 12- - N/A __ 2 I /----] N/A 9 1/2- 1 N/A 3- (BOTTOM) 1 I 12� NIA I IZ' N/A Ir I N/A 1 I 2. ,_ � I /A I 4. (TOP) i 12' 6" I . I - . 12 1 9 I 1. I 1 4' (sorrom) 1 1 - I- ­ - 41, UUM 'TO 66J) PsJ. A.SX. DES" PRESSURE RATING, A SM SHEET 26, FOR ANCHORS TYPE & SPACING " INSTALIATONS PRO WOOD FRUX BUILDING MINNUM ANDIOR SPAMM AND MINIMUM EDGE OSTANGE AM AVICATED ON MIS SCHEOULEC Me r A LESS THAN ]INDICATED ON SCHEDILLE REDUCE ANCREI $WICING 8, WXRPCANG SPACING SHOWN ON SCHEDULE REV THE P011000ol FACTORS, FOR MIS OPERATION TO BE PCMMJE. RECILOOD SPACLMG *W"ED USAG FACTOR SPALI NET BE LESS THAN MINSAUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCKGRIS Liz= - - ANCHOR TEPE . __11��_ , -I/*-,!-- -1 - �1�:e 1/4'.] TAINVEN FWCLkM FEWALE 0 I � PLUS _ W, Amatiam VAOW D..) a 3 3 _ 2,/I - pootpERAIe, Ic ... 00.) 3 3 (" owl r- L�,.;-iz�,- -, - =/2 17-L-- __� -, " __ __ . . Anum. EA I 0M I ". -15 1 - _T I - - _. I , Ir - - - . r ::�t -, #�:j -I- - , , j I�T ___ I. _� - - I" rlh�l 11 I v + REQUIRES M-c DISTANCE wwaN BOTTOM Or PANEL AND Q) TO III 1/2' -1 M.. v___ �1/21 l, + + REDUIRES Mo'�'7 ANcE BETWEEN BOTTOM or PANEL 1 AND (2) TO 3/ijr j3/1E, P" *1 M,Eo� Hurricane ___ LAR, LIFE SAEUY Ill E-Z HANG 15TORM PANEL SYSTEMS (SCALE i/2�1') _____,___._.__,___..__ _ , --15.125* CIONIL WIDTH) -- - - ­ - -- --- - -- ------ ---- - -- 2.187-­ r _____..__ - - -,--- I I � � I � - .500""k ,-. I ­,P* _____ _12,500* (tFFMIYA WILl - ---- ----------- t1-------- - -- 5 1/4' CnIl -.-, -3w,- I ----- . . I-- -.10,3- i - _F I F�_w t I - �,, � F r_ p 1 � 1 12W ,- -10T � �'sat.� - 1 3!to, - ,-,, ,.'sat, . � 1�4'1­20l � SS_ STUD RNICIED ,:Pil '25, - .75o' 1 - I `Ta ANGLE a 6 ,/.* -v- ,ws* - - _,� tcwq 4 12 1Ar cc 11 j MAY BE REVERSED) - -_:�A, 10* " , I I,-, -, ��! �,, �.,� -25I I I 0=4' Nl THICK 11 I - 4 � �__ r " � - j h , 1� 1� � 3175* III 11 ____ " 11 671 � -----.M. _�,Er � . , ___ � ­-Ii I.PL � �1 I �HEMMED I I EDGE �vwzw STEEL. AGIN, A463 -) ; )0. . A 3 .084' TYR .., I , . - - � � , � 'I , ," ----a& I L -- - DETAIL A ; RACE ISO MINIMUM 4w _�� 2.125- 7_1 1 -_ ­-, -.- --------j - -, - L - 10", _,-'al .125" 1 (j) STORM PANE I- -- ------------ -- I` -.- L_ - .375- trwv�; (Il .... --1.3w. - PANELS SHALL BE INSIALl ALWAYS FROM LEFT TO ROW -1 112, LEG OF PANEL DITIAR, A I 2.Dw- - : I - - --- 2,357' -- - T "Hot (�) =-TUCK (�) A Wa-VA UD AT ON) AT LEFT SIDE HEMER -q -I.- I, "" �, �­­, � � M. Top Ill 0.024' Doll PAWL PANELS qY0 LIP I � __�' I . - W/ HEMMED evor , ��, , , >_ I to.05* , . ,�(RF - 5r5 � P;�70, I i - PANEL GALVANIZED STEEL 1 - � [ # � I'- 4<' , 1+-' � /_ I ,7'Z I _r - -_ -1 ",.� If, - - �� 133', -.270' I . - - 11 . . . . . . . - .- I - I- I- - - 1200- , � I 1� `� I , �_ - .,� - r �, It '62 �� - " , � I T �, __ I , I - , d, i1250*0 0�371' I -- -­2_59I­----, � '17 ", 2,250, - 1 . - 01� - ED , - -, __ � - __ / ISOMEMIC VIEW MA" 1 467- , � I I -LTJ--, f -1- � 'U'_� - Nl T­ ... '� ___ . ­ , , - - - - _m --- - .--, "2104. - �,,', 2",, �� _,L I- - - -,I � �, I :�, OR @0 � I � - -(1 � - r-l-, I - - + Ill ROUNDED CORNER 0 ENDS OF ENO LIP W/ HEMMED EDGE. r-2,378* - -- ,1�3 PANEL'S '0157, r - Re, .040' I � � , �_ � , � ,_ , (L � - _ 4., . I I'll ,-- � 125' I 2.500* 1 -_ I (Al I- - (�) HOLE MHER '375, TYR BOTTOM ------. __ Immi" . I .!I.750 b72' 1 -091 .067" -M : ITYP I 7w --I 3KEY 105-HI54 ALUM ALLOY (�) KEY HQJ.E AT PANEL - --- I ___ -1 I __1 2,124' - 1750* -- Al '. v SEE 5191T 6 FOR ADDRIONA. LIMITATIONS F SLEEVE LENGR, IS I J'. . I I . ii . t 250' � 1 L I ' - �091' I I- F5� (�) SLEE& 2 i JA MAX, LERM I I- - I25" I , ONLY YAM FOR INSIALIAOCRIS RAO ,__ R _1,�P"_; WOOD STRUCTURES, I � , zz� - - � _ __ _ - ___ - j , I ­1 '-_I*Y I [-2-000' __ __ I , .=. 1 I � ; , .GDO . . am, , 17SW ,- - --2,508. - - - , I 1-118 . � - 10wo 0- 12S, I 0") L_ - 1 I I . t . I 1 .750' I�Li - -- 9.'Y � j __ __ ­ �' MEN To S" M­ --- i (R SLEEVE 11' MAY- I - -- 2.000- U I LWGT)i a I@ ANGLE * '"" (9 -j1jR1&K 9 PANEL 8MGE -Aii* � � ­_V�31'1___ 74m. � ! _:4___ � ''I I - - -- 001-Ti ALLOY 3.000' -i­� - 84-- ��=. I I - �, - '­­ , gi - '. j -,' �' 0 A' C14- -- 275� I - , _�_ __ I --- - - 1_-w I YANA, `i�'$'� ,,,, - T141;;N , , � � ,/ A (USE ONLY .082, * * ,,)r, ENsi-, ts, -, MR n- .. f. SYSTEM) - � " -4-14,111 .. ...... *-, '., 1EL I LLj4C_w1w FOR E-Z HANG STORM PANEL 6063-76 ALUM, ALLOY 1,671- -� r - - __ .��. 1 125, JR _0 "_ _[ Io +� %�W .. ,,T� - . No. 44167 _____ W C, - - .. z FLORIDA BUILDING CODE (Non High Velocity No am Zone) 1, -­=====, -1, 08 B. ___m 1, 4�� I't -- 121" I N.' 0 ��., fi� __ _ _, --- . I = , Ill r 1\ z ., 3 - Ill Ric �_ - 24 GAGE GALVANIZED STEEL STORM PANEL r.p , ORAo`4 By - ___ 'L - Iry I I-- 2.WG'--- I , � I L SL �---- SEE SECTEDIS --- ­­ 'IS. __ _: - .2w MIN, �E I 1 S e 11LIECO..- GLOB& 01J21/2VED PROTECTION PRODUCTS, LLC. mx. 720� �, nuff Tt=wc . El=mffnm C - _W�M � S.W. S sTRW - CAW, FL =, Aml DEH�ARU-rw, rAo,' i.m.79, 20-175 g IWILIL-kUlC (R BUILD -OUT NEW BACK @ & (�� WANERED WINGNUT - . - .1 - I - too". �, I IRAQKAHM (ZAMAC 3 &LOY) Go -0000710 I- ,��� - - , I Pp,*wm__T,pIgW,d , SKEET 2 a It A I t I-;- I . - ­_­ - - 1. - - ___ ___ - ­1 - INSTALLATION DETAILS FOR SERIES 2QOO I - -&, 1 QQQ E-Z HASO STORM EAbJEL n INTO EXJ�TJNG WOOD STRUCTURES - � , � _1_1 - - - I , _� _;� , 1/41. U0 SCREWS a 11, ox, -/ - - I ( I t I I " t � � ___ !I I - �� 1 1/2' mor TILREADED PENETRATION , ,� , I I " ___ � � ti , _/ - = 2I.- *am `Z " �'� i/4-* LAG SCREW, 0 6. OC W/ -TO EXISTiNG *00 -MEq� I � - I; 1/o-0 LAC BORERS, 0 V Q& *1 , , I /2- .1 THREADED PENETRATION " ,� �1� l� I FLAT O,Wwkm I I ON EDGE 1 112' - INCLUDED, -rNM-�" "I -"- -- �, v -70 EXISONG, WQQO ,1EADER, \ ,r , ;I - I - TO "al WOW HEAVEFL I " /' 1 ---- 40 Co�L 1140, GA,li, 1, �� - ... , " � I 0 Ek END OF 0 " I, - " i i , I �� I C t �4- ' US � " " - � "I I I , .1 :� ,� � 7 /Is, 4 C-L 01414* SAtIl � 1, L 6 <,- ?*;. WING , 'I I � a EA E, x / 2 Z � , X, " � 17 I I � h " No ot 0 __ � A T ,�. LAC SCREWS a 51 Cc, W/ � " % �, , �� l I I 3 tt I � #14.1* SM.1- rt . " I �, I ,_ ji I � I , � "I - , L 2l IRM , I I ' Mil THREADED PENETERRIPOIN I �� % a a Do of 0 � � I i If E orw / X� M.S. - - . � I = -1 i I/2. Ill Ti, cor"I'l Wow HEADER. - � �* . , will Nuff , � ��/o NOTE - 4� _IA-1 _. OF EVIDZY (10) I (SOL GRETW_ 1,12A & ; . I - I I I i, 4li�] � I 3/16* All POP Po4T 4 cort J14,1* SAI-S. � . ��, :, , Ili - _Km - ;,.- I --t 0 mm�WN O� El 0 i , I - E.k M OF Ill , I I r ' �1 li� MWOE" I - - � � ITYP-1 ,7 � j I I . . WN __ ____ �� -�D 9 S�Ao A, - - _-1.1-i I Vow" ----(-v I LAGREI I ,r,oul,�m I � � I 1141- . 1 , 2 Blur WIP. .- I- i % � - SERAWITION - 11 1 2 Ell ul Z 9 7 a, " I - SEPARAILON - IQ CLASS NG"m a - ,;/MEN; 1 2 3/ w - V ,* 71) 4Lw �, 12* OIC I . 2 7/w 'A' WING MR 6 .1 I ! . . 9 - I � i 01AIRLAP 9 = i I - SEPARATION " EVERY Il r,r --- - 1/4'. 2 To CLASS I I,--,' X 9 �? -_ , I G V, - I - . � - - � "_ � V ,./ .,y Sm ! w � . 2 B/ S1p,LEl el - - - Sm Re � No - A, I § q � ---7-, I /I m... i i To MM I 1� 4 I -,- - EVER, OVm.w I 9' I I I I . I �1, 4 I --I-, - - - --- I 11§ I . _J_ . t3. i I I I §§ ;�- � I . , I I i 9 I § I T , � af, , 1_� � . e � - , I � I - - T , , ' ,� 5 1 ly 1 -77 " - ��' j �, � I In 11.1 !I � il� I - ,I=. , - " I I I I P . 1 3 C-1 I �,-;-­FFT "I JVI�l � i � , I � -', [ 1� i V, _101 i .- , I I -I 1­1_11111� fo.', H. � I I a 1I* D,C I , 1; I i I l , I - ) _____ I I L __ _j,________ 11 I , __ 1 -- - � - - , I I % ; (2",,3".­) -I - i � A`- ­ -us - i, � I iz� 2 . V. ! � 2 [ , . I. __ - I I - - J-J, -1 ­ 4i Ihol"-�,V, - ,W,/ .. � ,I \�/4_- 1ANELAIATE FEMALE 0 -) '11� 1 1 ,� �, �i vNvL k- .. - ­ I , 2 I',- V ,I 1 1 , PAN ` " (D � , , � ,.T,"p - .1 ,TIOIF4re��t 1. BELOW , I /El .. I... v..-2Oojl its, &Z4�07L`s t. -I -m- 7, / 1, I - , __ - WING ) - / 7 - P-RATIOYS )2 I12* cc ; I -1 r' __ � ig'*,3132' I I � .:� - I ,- 'AAL OR, I ". - � � - �i .w L I ,, I 51 , - -# LAID WINNIS 0 Il oC_ Wl vt� (2 � �� EV4W2 314 , t I -2-NG 2 � i I . :,�il ar/, n , 1/. , ,a INITIATION a _­WiXd I LATE RECURRED I I i �� ,*g" P, j ' - IA � . I I A" ­1111 � , 1 ,;.m6 mr. a FLAT OR Oh mot . ,, �t4 'S.'T? � , k I - - "� Op � - � 11, 1 mg, W/ 7AI4,4112* " '�" " .T1 PLUS �w � *0 - , V 1-1., it ,'A SELOWI. 11 _ ,� � , \ ;Iz-­2.v,- 1 C.t wn POCIRATIGIt , , I / I NUT I r O'C' - 4 - N - - , A I , � �___ � k I I I,,!, - -_ , i RMS ow &5�w - -114-. LAG SCREWS 6 . , 11.10 IRG 0 61 ac� w/ '"". , I I .P- ( I W. EHREHILD IlIo 1�1 Wow ,RECAPPED � : 1) '. LIE- .� I ,/z- �=%. V=XTHREAGED PLESIRATION WALL ALIEHNATWE 2"W � OF PLATE MQUIN . I 11 PLATE RILOQ11MI FLO 04 ON EDGE I i � , 04, 2,o,* -OOD OCCIR ON EDGE SCALE ?/A*-!- � � I a: I ;! PIAIE ROD TO' w - : , 1 , . ALUEMM 1 "W ­ , �. � - _.q RUI -OUT MOUNTING SCALE 1/1--. I 11 , 2 I i _" I . I INUAUMN -7-7- R T11___r.11 Ij! UJILIV; � LA"T 8� Alo=�� IN31lll % 1. NSTAUATIONS ME ONLY VAUD FOR BUILDINGS WIM A,SG. *!�I� LOADS - .. oc_� joll"'IFY" SCALE 1 I. --I. E . 3 Up TO +06G, -75,3 pot AND PANCL'S LENGTH VP TO 6,_10 I 4. _.'-*ml 1 A E ,,,I, A T144 , ,� Z ,[ FOR NEW WOOD FRAME CONSTRUCTON. WOOD MCARDERS 10 ERIC SOUTHEAN ­. , , ,,,e,��,N I ' lt� ­,.. X 1/4- PINE Np� IL W/ SPECIFIC DENSITY OF 05-�L OR EQUAL- 101!q��.­,­ I '. 0 '%. , ,1 11"<. , .V�� N �. , S, /1*'_`*' - I , FLORIDA BUI LDiNG CODE (High Vol!n Hurricane Zone) _: - = : No. 4 -.. 1 .- XpREMEY's FOR 11 OrT = * =n XTEC"'I w- STEEL a = If . ; * -- 20 GAGE GALVANIZED STORM PANEL " . __ _ I DRooW 91; cril 10 TRAGM, RVOP �"R z t - - , - , , R.Ouxw "a.. -_ L, - -, . ITT . "ATM TYPE ON - z - STAT OF, * �� GLOBAL PROTEICTION PRODUCTS, LLC. N, ______] i� I. .. ,l Li _ i 5 - � oboi) ill !, smw - - - ALTERVAl TOP .� D3, ,..�, OV,5� L7:�V��c:j-. � -hWEA&M , .. I . clo,ol I W�. Igm A ANCMR it',',, - 10 Noop, - �GNWANY 20-176 � ""Ll. MR.- P,RQw_ ORNO.U-73oilL FAI, OIN Al A� BE comml III Mo I ��� ... � , t , Ot". 1. � =_�_, . SRALE' 1,14 - I' ]� - - -'rupt".- CA-00MTV I. .NoWNI j. � - VNI.W, - . L_____j LOW � S TRI Si4w" far ILARtry pt axismoIuml - WAV A aw, f" PJt � _1 poll F11 . - - _f=f_ I - I - vil - - �_ . = - � == J. I I �Nxl A -, tQ "Ptle " �"ill;ml��i�,�,�-lw4K-I; ; - - -WAX WU _T _19 PANEL LENGTH 'L+' OR 'L- " (ft.) 0 - MAXT" A-S-D. DES, PRESSURE RATING, cp�..O t. ., -) CONCRETE & *0XT romLATRINs T __L_+_­T _L_ Mo 12'-O' w-e - 2&O T.-O" � - I; --a- _i1L__r Nil __��* 3&0 l To, ?0,-O, 40-0 10--r- _-7- 4- -, - -MO SW___ __T_ 6- ,__;7_T;__ __ 9 W-, __ _i�_�__ ­_ $&O, - � .­ 81-71 ­.- a,-vl .__.__­­_ SIX0 -..-..- ,.­!� r-7- ___ __ __ lEla __ __ __ Ill __ r- o,* ___ 70.0 7-s; __i-_i�_ 7&O I.-,. v-ro' Bao - ;V�7_ , -e-2- - --i:- 864I 7,­0 5- ___;�_V, 1". 0 -W-v, WZV- _i;__;�_ ­__3�_ ll - GO 0 ;__6 - _5 -1 - Emil W-3- 5-7i`�,_ - 110.0 . I - ___ Tuo I - i I I MO 1, - SINGLE PAN Lvni REnglUmm AT EACH JR,Il . cdj, a & 14 OR D.M-0. (�)� MRECT NMNM AT ECH L MAXIMUM PANEL LENGTH - 0. @ ,l "L+* OR "ll (ft.) 0 MAXIMUM A,SJ)� mil PRESSURE RATEND ll I+ - -) CONCRETE & WOW INSTALLATIONS t ----L+----r ­L_ 204 141-, Ul-o* - ___ ji.0 t2'-yO1 Il J40 __ i TT- -Be- IV--?- .- 35,01 12�10' 01-14, too -4,-6- i7-�7_ .­� C�� --­'�-a�-­- .... ­1� I. __i-_;�- _11.� -;r 0�2- ____ 1 I- Sl _ - "-g" ---.-- 4l _.-L.ii- 0'_O* - 7'-51 --- ii-a­ __T-_r- r-2- 7120 71-51 6�111 no 1�2' 61-01 Sol 7,_47- --j7- - BISO - 7-V __ C-7- _ solo - - 61-0, I - - 0" 11-1. --!:- 51-10, ___ , 700.0 - 61-J, ,,_ , - tal-0- - --i --3- _;7�ll ____T_t`G,v - - S*_r* --- l - ;7- ED, - 11194' - - - 4'-S' MINIMUM SEPARAMON TO BLASS SCHEDULE MAXIMUM FAMOL LENGTH *WO SPEED e 170 -p,h WIND *PEED > 170 ­cb (in) - - �UAWW I RWR�N�o UNRIESTRAINED1 RESTRAINED 30 OR LESS I . I 1. I a' I 6 1/4- ,33 To So I . I I- 7 112- 7 I/ll m �-",O.n.' 1. I r 7 v/2' 7 1/2- HR4 ! I- 11 --�T-1 - - , ,/2' UINIMIIIIA PANFI I FMtl.TW firil ll A GIVfN UnuNTiNG CONDITION I _���To�p DIRECT MOUNT I � � - 1. HEADER .,. HEADER I 1.5-glof'. 'TH I ANGLE - 'r TRACK W�RECT 4v 32' 11 1 35* � w I -S"XI.5- STUD ANGLE w '. 32- 1 32' 47* _;�:_mli;__ 55" U, 32' 1 42� _ 67* 60' 1 6C_ 1 WEl v tRool ARGUE IM So" r 60* 56- I SEr __T____7 :6 mv v 1 so. 1 50' 3* MAX (SEE SCHEDULE ON S44EM 9, to &tI) -- I* MIN.7 - ----- �_ -_---ANc�"' . - Il I 0 � T --I - -1 - , [ � -I- 7 - -� - r- -7 - -. -r-- r- - D.M.,(�). @ I I I - L �_,_._J- @or@ "'al �-­ T I- ml � LIM /4 . , 3/4, 4/5. 5/5 & 6/5 W/6, 2Wl 3W/7 & 4W/7 I . � �, ! i I ; I I III ii � I . _T__ __ ­­­ " -.1 _­___1­__ T__ , § _1_ --i I I 19 - . [ _1 I-,--_-_ - -1 �, "' PANELS Wll(�_ _"' � M., BMT W/ . LAP 9 SECTIONS AS IM I t r , t , i 1'', L-] I I I � I I T - f � I � I I I � 4 1 1 1 1 I I ! I I i I I 1 i I , 1 1 1 i L - 4 i 3, M" 2/4 1/4, 3/4', 4/5, 5/5 �i I' MAL 1*1w/s, 2w/s � 3W/7 & 4W/7 -- -ANCHORS (SEE SCHEDULE ON SHEETS 0. 10 kll� - ----- - - - ­­ -� Lf,"D ELEVATION CAP __ NVM 110) L+; MMIMUM ALLOWABLE PANEL LEND L­ Ml ALLOWASILE PANEL LUM F ) PREI 12 U I OWEN A PCESITAIE ALSO, DESIGN LEAD, GIVEN A NEGATIVE A.". DES" "Mo FWAL "Al ALLOWABLE PANEL LEh BETWMN 1.' AND 'L-". (3) sm SCHEDULE BELOW FOR "' PAW t RNIVALLATKIRES INTO WOOD An Loomm 'At ASE 9, is & 1, -mg " , .�, -Eml . �� ".. -'-- . . -_ III-, .1 0,44167 I I z . I 'C', * . Ill , S�, TATE OF 1�_� �_�__�____ FOR A GIVEN PMWE ASM DESIGN LEAD. A GNEN NEGATIVE A&D, DESIGN LOAD. MAXJMDM PANEL LENGTH ,L.* FRO ErERWE M"IMUM PANEL LE44TH *L_1 FIK I IS EDUAL To "HE MI DETERMINED A LENGTH FOR POROSITY OUALIMAT" TO I 95 PJLL MAIL A.S.D, DESCH PRESSURE RATING 02M Imm. Ill 24 GAGE GALVANIZED STEEL STORM PANEL I DRAFFm"ll 47/n/Im ;___TE�co..- IL \GLO BAL PROTECTION P RODUCTS, = � S.w� 51 sm. DAVIE Ft. =I- , � FORK, . comm . . � t. .. - SA, - " .1. 20-175 �Odl - rW w _­ I= 'l PNONE (w4)m-n.k I'A" (WMASp_EVER moom w . = co -Dal ?! .� I . I 11 - *e" 3 or I# , wAUm k,b j, ps, 94MA . t.)w - __ GENM& N= (C) it-iriDda-WaLAtq-,.if-CMSsk4-r�E.-CI �_INJI ��Ul�m A��� WMIMIEINT �P ED.) RAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE Ilol tAPCON ANCHORS, AS MANUFrACTUREO BY LIN BUILDEX, INC WITH THE 2020 (7th ED") Of THE FLORIDA BUILDING CODE. THIS STORM PAWL SHALL 1401 BE 44STALLM AT W-44 - #14-10 PANUMATE FEMALE ID AND FANELMATE PLUS ANCHORS. AS MANUFACTURED BY ll CONSTRUCTION PRODUCT& HURRICANE ZONES IMM-DADE / SPOWARD COUl - 1/4-0 LAC SCRIEWS PER ND-S DESMON WIND LOADS SHALL BE DETERMINED AS PER SECTION IM or THE ABOVE MENTIONED CODE FOR A BASIC Wl - 711VO , 5/8' WOOD BUSHING. AS DISORI BY ALL POINT SCREW, 0013 & SPECIALTY CC. I S"EPLEOEC"AS RIEMAtED BY THE JURISDICTION WHERE STORM PANEL WILL RE INSTALLED, AND FOR A DRECTIONAUTY FACTOR Kil USING ASU 7-16 AND SHALL NO EXCEED THE MAXIMUM l DESIGN PRESSURE RATINGS INDICATED ON VEM C 'I) MINIMUM THREADED PENETRATION 04TO WOOD Of TAPCON ANCHOR5 SHALL BE 1 1/7' AND r FOR FLOG PANELMATE PLUS 3, 0 THIRD Q & 17, IS AND AMELMIALL FEMME to IN ORDER TO omERM THE ABOVE CONDOM, ULTDDUF DESIGN WIND LEADS DMILMINED PER ASCE 7-16 SHALL BE MST REDUCED to KS4_ DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0-6 IN ORDER TO COMPARE THM W/ 40, 1A,50) C 2) MINIMUM THREADED PENFWDOH Or LAC SCREW. INTO THE WOOD FRAME, UNIT SHALL BE I 1/2' NO THREADED DESIGN PRESSURE RATINGS INCICATED 00 VEETS �, 9 THIRD 12 A 11, 18, PVtFTIW*N INTO SSTUCCO SHALL BE CONSIDERED AS PART OF IHE REQUIRED THREADED PSHETRATIM IN ORDER TO WRI THAT ANCHORS ON THIS PEZ AS TES171, WERE NUT OVER STRESSED, A ,$39 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FAS IFERS SPACING TO WOOD HAS SEEN OCTERNARED IN C.4) WNAl EDGE DISTANCE OF LM SINEWS. INTO WOOD SHALL RE AS NOUATED IN THIS DRAWWO ACCORDANCE WF1H ND.S� 2019 SIDAM PANEL'S ADEMACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE W1114 SECTEON 1609.1.2 OF CA) MINIMUM PENEITATION OF WOOD BUSHING SHALL BE 5/0- 1,04- 0-20 SCREWS USED SHALL BE , 1/2- LONG MINNUM THE ABOVE MENTIONED 111DE AS PER .. TEST ,III OF SOUTH FLORIDA REPORTS f.14,111-01 AND 1111M.-Og, AS SHOULD SrUCED -1 AND " """ FOR '- WITH No STU= I PER I 2-99 & ASTU C 330-02 STANDARDS, AND AMERICAN TFSnNG LAW SMITH FLORIDA REPORT #1 ,��3,01-!O AS PER C,53 IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARD' . WE FOUND 04 THE EwSTING TAS-201 AND TAS-20� PRCI AND AS PER CALCULATIONS PERFORMEED IN ACCORDANCE W/ SECTION 1404 0, THE WALL AW-40PS SHALL at LONG DMG14 TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS FLORIDA plijitoll Col AHCHORACE SHALL BE AS EVENOOKEO IN C 1), C 2) & Ctl 1 2 ALL ALURAINLOA DURUS"S 10 HE 6063-TO ALLOY AND IEMPS (UNLESS OTHER"SE No") SEE Ell. 2 Col ANCHORS SHALL BE WSTX�07 FOLLOWING All OF THE RECOMMILMAILIONS AND SPECIFICATIONS OF THE ANCHOR'S ARMqFACTVALER, 3, ALL ALUMINUM SHEET Ml USED Al CLOESURES SHALL HAVE M05-HI4 ALLEN 0 PANELS MAY ALSO BE INSTALLED HMONTALI FOl INSTALLATION DETAILS SHOWN ON 5FC11ON I THROUGH 0 (SHEETS A 4 ALI STEEL SHEET METAL PANELS SHALL HAW STRUCTURAL QUALITY STEEL, ASM -653 GRADE 80 MINIMUM, G-83 CALVAN10 74ROILGH 5) EXCEPT NAT HCAOrRSQ Il SHALL Nor BE USED, STULL DESFUNAIVOIN W/FY- 92 2 kip (AFTER FDQLIED)� 9� IT SIHM BE T44E RMPONSIBILITY OF THE CORMACTOR TO VERIFY THE SOUNDNESS 01' THE $71RUMPI: W14CRE SHUTTER Is To BE 5. ALL SCREWS TO RE ISTAIll Sl 304 OR M AtSt SERIES OR CORROSION REWANT COATED CARBON SIM AS PER ON ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCREM BLOCK OR WOOD FRAME BUILDINGS. 500�6 W1 50 HIP YIELD STRENGTH AND GO El TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING; CODE SECTION 2-1 1-3.4 10 FACN REGULAR STORM PANEL WITH LENGTH'S a" 90' AS PER SECTIONS 1, Z 4. 5, 8 AND ALTERNATIVES IW. 3W At 4W ON SHEETS 4. 5� 6 & 7 RESPECTIVELY. SHALL HAVE A LE6BR_r AND READILY VISIBLE MARKENG INSIRUCEM OWNER OR TENANT To 6 BOLTS TO BE ASIN A-_W7 GALVANIZED STEE1_ OR AIST 304 SERIES SUINELESS STEEL WITH 36 k.i MINIMUM VIM STRENGTH SECURE PANELS WITI, APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS 10 WALL SHALL. WE AS FOLLOWS� I I. THE NSTAULADON OONIRAC,TOR IS FO SEM/CAULK ALL SHUTTER COMPONINT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WrIH THE MAUDING TO PREVENT WHD/RALN INTRUSION, (A) Mj=,RA_FIQWjEo_qQ4Q8l - 1/4'0 TAPCON ANCHORS AS MARVIFACIDTI By IJ,W, BUILDEX, INC, 4MI., I'­149? P.,,) 12 SIORM PURL OISTALLAI ON SHALL COMPLY WFIN SPECS INDICATED IN THIS MINING PLUS ANY BUILDING AND ZONING RECULATIONS - 1/4� 0 x 1/0' CALK-LIN ANCHORS, AS MANUFNIGIURID) BY "ALI ENC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, - 1/4'0 o V4' SOLO -SET ANCHORS, AS DEETIVIRUTEID By ALI, POINT SCREW, OW S, SPECIALTY CO (l V,,�3cw P-1.) 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P_C�D�) PREPARED BY THIS ENGINEER IS CENERIC AND DOE5 HOT PROVIDE INq1AVIATION THE - 014-10 PMEL14ATE PENALE 10 & PAMELMATE PLUS ANCHORS, AS MANUFACTURED BY FLOO CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PROAZT. m WHERE SITE CONDITIONS DEVIATE FROM THE RED f - 1/4"10 ZAMAC NALELIN ANCHORS. AS MANUFACTURED BY GEWALT. tHC (k) CONTRACTOR To BE RESPONSIBLE FOR IHE SEI TION. PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUC, A 1) MRIAl EMBEDMENT OF TAPCON ANCHORS INTO FOLIRED CONCRM SHALL BE 1 3/4'; 2" FOR ELCO PARELMATE AND BASED ON THIS FED PROVIDED HE/5HE DOES N07 DEV1471 FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACrOWS RESPONSBAIR), , ��/4- FOR ZAAAC NALLIN ANCHORS. I (c) TKiS PRODUCT EVALUATION DOCUMENT WELL BE CONSIDERED MAUD IF MODIFIED k2) Cil & SOUD-SET ANCHORS SHALL at EMBEDDED 7/8' AID THE POKIRED CONCRETE NO COMMENT INTO STU= SHALL BE PCIAll Ile 0-20 SCREWS USED SHALL BE I I/II' LONG MINIMUM SHOUIA ,STUCCO EMT: (d) M SPECIFIC PROJECTS SHALL BE PREPARED BY A FLUR04 REMIERED ENGINEER OR ARCHITECT Wal WILL BECOME THE AND I' MINIMUM FOR WALLS WEIH No STUl AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/0 HEAD. ENGINEER Of RECORD (EZA) FOR THE PROJECT AND WHO WILL BE RESPONSLILE FOR THE OUT WITH INING, All PROPER USE, OF THE FED EYONDEFIR OF RECORD, ACTING AS A DELEGATED ENGINEER 10 THI I �, SHALL SUDNIT _ _ ENGINEER 'O _ P.F_D 'HIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW� A-3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR MOD BOARDS BE FOUND ON THE ExiSTIMC, WALL OR FLOOR, AKNOn SHALL 011 LONG ENOUGl TO RCACN IKE MAIN STRUCTURE BEHIND CDC", PANELS, (V) THIS PE.D� SITALL BEAR THE DATE AND ORIGINAL SM .AND SIGNPITURE OF THE PROFESSIONAL ANCHORPOL SHALL BE AS NIENTIONEP W A,I) AND IN A-2). ENGINEER OF RECORD IWT PREPARED IT (a) io--E?UM-QQN.RUL---D,-K-ft,-Axbu-G�w It. SHUTTER MANUFACTURIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORIA - 1/4" 0 THROW ANCHORS AS MANUFACTURED BY - I W Bull INC PANEL SHUFFERE IN ACCORDANCE Wl SECTION 1709.9.2 OF FLORIDA BUILDING CODE- ONE LABEL Fry SHALL BE PLACED FOR EYE OF�EN,l LASaINq TO cOMPLT Wl SECTION 17099.3 Ot' THE - 1�4� 0 , 718* CALK -IN ANCHORS. AS MANUFACTURED BY DIEWALT, INC. FLORIDA eL"LomG CODE. - 1/40 A ,N/-- SMID-SET ANCHORS , AS DISTRIBUTED BY ALL POINT SO ARE, SOLT * SPECIALTY CO - II)II-10 PANl FEMALE ID AND PAINFILIALATE PLUS ANCHORS� AS NANUFACCOURCID, BY ELCO CONSTRUCT" PRO 1101111114j, L.,Q6f,_ � I - i/4' # Zool NAIUN ANCHORS, AS MANUFAMNED Or DEWALL INC � � 114 i ,0','�t� - ' W . V1"'­­" " ". . 9,I) MIRKA! 19434,10MEN7 or TAPCON ANCHORS, El VANEUVAl AND; ZAWC NNUN ANCHOR, INTO THE kitlt'A \�ll , . 1 '. FLORIDA BUILDING CODE Non Hi IT Vatooll NUT Icons zome)l . BLOCK Linn S"Al BE I 1/41. I . _w______T_� __ -` ,4l .20me ,LUIP, . 8.2j, CALA-IN * SOOD-SET A14CHORS SHALL BE EMBEDDED 7/8' INTO INC CONCRETE BLOCK UNIT, No �X,�,N644 67 S 1 24 GAGE GALVANIZED STEEL STOO PANEL F, OWN't w- _ STUCCO SHALL BE PEIRMl 1/4 -213 SCREWS USED SHAU BE 1 1/2 , _ - 0 - Il MINIMUM S-40ULD , ttO fXISI, * <4#�-__-__�_ I "'WINN, I - 11 / AND 1' MINIMUM MR WALLS WITH NO STUCCIT t ':�-. STATE \ OLODAL PROTECTION PRODUCTS, U.C. F IL ECOinc PoIt� �� _ :7 1 , K 0 1 _�ol arill - ,L. III STP= 8.3) IN CAS-_ THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCICO OR WOOD BOARDS 'I At ,.*<, . BE Fol -\' , ol �_. -- E"'=- I, - W-El EL -11 20-175 , .9 I �. , , o,I,I,,� D(ISTWO WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH -THE MAIN STIRUCIVERE BEHIND SUCH -twsl Wool MIAN-1007 � W = =:or .I-,- �,"Aml " NMI, 'a - ANCHORAGE SHALL BE AS MENITONED IN B-1) AND IN 112) v.- SIA11;1%, - -Ail � .. I - I - I - Go- 1. "`hv,­,,;"HH­+,%%0" A L REAL1EwWoAvRE/,N,n W§Tru 00ca, " P. I ti- - ,!SU1 .1. I . I I � I S.GY , III, ,A , - I I r- IN$TALLATION DETAILS EgR REQULAR PANEL X-) - I IffQ ,POURED CONCREJE OR CONCRETE BLOCK K_RY_QTURES POURED CONCRETE I _=PM _ _Um7m POURED CONCRETE � � BLOCK , , 4 REOURIiED ", I Do CONCill BLOCK IECURM CONCRETE ANCHORS I (SM Safwa ON � - .1 SHEM 9 THROUGH IOI -4) CONCRETE ANCHORS (SEE SCHEDULE ON' - , SHEETS 9 THROUGH 10) -"% r. _11111", I EXISITE4 POURED CONCRETE OR , I ! I F­,_­__ ,�, j � ocNcVM WIUIQ� _ _ :_ REQUIRED. - .- - (�) �'.. - ­ I , I ,/,. I I , � - 1/4, I I . - .." . , � .w. 11 �� 'e's", 1. ?� -VAX-, __ � ___________ -1 -I � - � I I � Mil - -------- � ------ _ - CONCRETE ANCHORS -,� . I I ­­ 1­11- I - ,;�_�, I , I I (SEE SCHEDULE Ok -, " # I o­f�,. . ; � SHEETS 9 TrON)UGH 101 I I I � . 1. "I'll"', - - -.-", � '_ 11 I � 1 '01 r ; I I , ��� - � __ � I I r I I ED I It I t - al - 1-11,111,1111, - __ 11 . ... - - I . I I I :1 I I I i - �S) t I I �; � A j I i I RL-_-, , �_ -0 - �, �� - � I �.., - 1- _­1 17 � � �' _1A__ ____ -A-- ',N -mw Al ­_1 _r, mx� . 'r up I , I =4 PA41 - ___ T tax ,- _4 1� A-_ - � `��__ R -4 i gm-E. - ----I- A I_- -A ___ I =.. 1/1 ,,, , FLO, I'll "I'll �� I i I t I I : I : jSEE SCHEDULE I I DORAH OmOl %I V.I. " ISTINK � ,I Lt I I-- %_ - - 1� - - (SEE I I - I t I �� � I I I GLASS- , ON SHEET 3) I PANEL LENGTH I ON .., -) I ; I I I (SEE SCHEDULE I I ON SHEET 3) I INCHORS L__ -, - I A _ - I- - A . CONCRETE A - , �1, - - -_ 11 0 1-: - ;q, _ - . . I � 1 - -1 _. __ I - - ION IC HE- I TO GLASS PANEL LENGTH -1 (SEE SCHEDUUE (SEE SCHEME' f I v Mo' . PANEL i ISEE LENGTH SO4MAX , . 1 (sm SCHEDULE ON 1 SHEETS 9 THROUGH 14 I - - (1) r H a a I I I ON 3 ON SHEET 3) __ ,---"- __ - ­_ �� ­--L-ON SHEET 3) � ­T .11A I Sl *L' I " I I -10 i i I .. I 1�_ OF :�,;.,_ ,�, ;;, ,z I MAX, SIV91 1 =14�41 : I ; , -1 , --- , 4- I I 'I'll 'l,­ _K-21NI, I . L, �� , I � I , , � �r HEAD tom 0 , , o" , _��, 5011 I OF *L7 1 MAX . . i -,,� - -� I 77w�"','��,-��, 1 I - 0 ) i , �� - - i � � w` I � , ,;� . � ,111'<,15I'11�.;,�,;,�� , " I I I ,P', I�, %,.V�� xvp ED I-- � " 1 i -1 ,� I 4 - 'I', I I i I I I L � . ". �,,,�,-_,,,,, I I I � � ____ __S� - __ i I , ,". I . I I I �11'1& . "I I I 1 ` 44 1,,�,-" ,'5�,,'r!� I i& 1) I ,,�­,�� I ��; . DMKG POURED I., GONE, - - ,P 09 I 10 12 1/2 - O.C-, : `_ - - : (,-- APPEcABLEt! ," -, � i I I --W.l 1b 1�- - .Kn000Nomw , K.m TER, SCREW, OR - - I I ,m CONCRETE BLOCK I � - !RECURRED. I . I I , ��,� . `�1111 .... CONCRETE ANCHORS ___ � � (SEE SCHEDULE ON I I ,,.-,--,----j I- ___ � �� I UO -�t U__! ,AfIpol. is, Its. v MIT 0 17 lIr ", a __ __ I _, - __ I .. � SHEETS 9 THROUGH I 1% �:` I - i� �` � - ALrNATE MiP - �� ,,-,I . , , W/ M ONLY WHEN ... __ �, UCATIONE � LE --- I I � � - , � 11 �! ,. . I , I - r - q-) SET & CALK _fM AM USEWD IS W/ ,,, EXISTING POURED CONCRETE OR CONCRETE BLOCK &MNAn CONCREll I �.__=PDUREV CONCRETE � CONCAM ANCHORS PANIELEANTES ANIC ARE USEIL REQUIRED. ANCHORS RM 13LOCK REOVAOX sr=w $I&" SEE SCHEDULE ON (S -� ON SHEETS 9 THROUGH 10) SHEETS 9� THROUGH 10) BUILD- S&H50111 =1ING " 1 A, '/,l mou . NT11ja I'l[_2 ,GAjE 'j."'. WALL MQUIN Ea MOUNI aid SCALE 3/8-1- MjwV1 " � � � �'. . �, �.. "......'...., . .. I FLORIDA BUILDING CODE (Non High VelocIty, HUR Icons Zons)l NPJL FQR E.D. ooi EDGE -MMISINATION OF SECTIONS: DISTANCE SEE SCHEDULE ON TOP & BOTTOM MOU"Nw CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY 1 1 f .� � ftTECCL WIL f Ill : 0. 44167 " 1 24 GAGE GALVANIZED STEEL STORM PANEL * 4- - . = i� . * - � :*E Io . .� I - -_ UCTS, LLC. -- S -O'. JATE Or-<4,,j� El__ /T1 TM--c 0 =. - �\ GLOBAL PROTECTION PROD - � ; ,�. - :i:�_ "WT * 9%,'"EI .m . SI PROD - Omll EMAIL FL Sm,. -..,Wr- X r, DRAWN Il 4?/v/mQ hat, iNSTALIATIM . ',.,I,.,:, .." , ",, - low op-Sm ­­ Plpw� (--)�,�4k FAA, ("-)Wg-CMI 20-175 .1A I - 04-003"o - ORNEVE4 W, - - __ - I J,;"El �-,RIRE/Q­ . . WALTER A. TRUT Jr, P4 _= a j L41fZ I I j L , 1- I M1 $HIM I bo, Ar ----,--" __ . , ___ I -1--i W (D = W -0 -Cu > < D ll _#__# _0 L_ a) (D L- 0- CD- = 0 0 Ill C '& ICU -ll 0 -0 a) - a- Cn - a) -!--- (1) -0 Q U -0 -= m = 0 L_ 0 Ill CL C -2 (1) ?,w CU C 0 _c 4� m U_ Ill C) - m > . U) (n -0 (2) (n 1-= Z_4­1` O (1) l 0 Ill 0_ = lo m -0 .0 - _4_­`! Cf) 3- < 7Al 1A n r w mi Ill C`�j = Ill 00 ov00000 l l _1= - = III = .< L) = IM cc Cj C-1 _; I= Cc ,< = "- Ill .!a US m CD - -= Q� -9 to .I, 2 - � 3: 2 CD 0, . 0) �� =: = = :� 4w a .= , "R IC& " .- 3: m - - 5 3: - _= = . S :. 11 a, ... , I= .!! :::-, .= up, = = E 2 p Q. 0 , C, - - I - __ - - INSI&LAIJON DETAILS FOR REGULAR eAN IN51ALLAILON DETAILS FOR REQU 9 P 1 -_ I LLAJION DETAILS FQR REGULA INTO POURED CONCRETE OR CONCRETE QLQQK STRUCI!IRES I I 1. � - 11 ­ - ­­­ � ------- ­­%­­_ .---.I- - ---,.--,,-I � - - R PANEL I INIO WOOD _" 7 7 __ . ; -­­­ - I __ ­ � , 1--l-1-7- __ - I- Ml I ' , , , , - I L , � , SEPARATION � I - �, '7��� �, I . . - ­, ,. . 11 I -01 . I � _­ ____ I I - . � - 11 i - , '. : I ; - . ALTERNATE CONCRETE I , � . - j�i WOW ANCHORS .-, -1 .11 TO BEAM ----- I � I 11 �� , , I . I ANC14ORS LOCATION 11�_ I �i� .. _TSEE SCHEDULE ON / - . �jl r - NEE SCHEDl i � I I I ALTERNATE LEG -(SEE SC14MVLE ON I ", L ­ SHEET I 1) I I I., . I ON INEET 31 1 L 4'.8' (III Dat wooq� - _�_-`_ ;" ,� �, L ,. ______ 1� I— ,---- 1_.___1wCoIRGN CRIETE ANCHORS EXISTING POURED CONCRETE ' L lil - 11, El , - ., � I lo GONC SCHEDULE ON- LL EXISTING POURED CONCRIM _ SHEETS 2 THROUGH 10) �. � ", ,_ �� , . - � , 11� ,_ I., I --- (1) 1W P,' O& ,. _ _. _. . I -- ---- �_,A_-­­ . ___4­_ il`�_Zo 4E RED. STRUCTUkAE " ,- , � - � : F L. 5 I I I I � , , , , i I (SEE I OR CONCRETE BLOCK ,2 . I I _fl � . �, .., . BEAM Cn -foo-0 SHEM 9 IN OR CONCRETE BLOCK __7 - � � � 111 ', ill � f I m-Im-:7-ort � ADEQUACY OF EXPONO WOOD : , � ROUGH 10), I I kr(wm, , " � , I . I _ � . ;1 - " I :� ", 1, � I -_-__--__---I I 11, , , 17, 1, SEAM TO BE CE"l BY � -, _" � L , _41TVINATE � I I � / � I ,�� I I ; ? - , � ON ,� '. , - - �, � " (D - ---- - f , I REGISTERED ENGINEER -j - � 11 I , '- ­ __j PAM UENGIH 50 I! i KQU,-RED� , �: I I I "I - I , l, I I 1 -�j­ ­­ IV moo. -, --,�_-,Eil , � � - LEG FIR, I e� x , HIM ',,f,�,;;;;;�11111 "', I p , .., -0, , � "'A, CONORETE AMC ��rj�'�,;' , I I ­ To H�VVER , LL. I , "' (SEE SCHEDUl 011,_ -, .. WOOD HEAPEll -I - � q, I , �l . Ct OR .--- :4 _�__2_ �� " ,, � � I � CERE SCHEDULE ARCHITECE PRIOR / ,,� ; 12'. � " , , .11 El "INn 't I ME � 11 FREOUIRED ,,, " " , �,� � (SEE SCHEDiULS ON :�L I . I I �"­ ASTALLAnON. " ; ", � " 0 i ��, '. N __KD Wow AN , zo I � " � , C= twoff i 11 I W ON , � 1� I , , / '_ I, � - ,� Mi, , SHEETS B "I" I I 11 _L ) � " �! � - I r � __�­� �-­yt��­ �, ==4��- � , I - HIM ALTERNATE WOW ANC14OREl ,� �" ��.,_ I - I I 111� "I , f rq � � 41i'll HEX wal" wv , I (�� 'III , . - . I AN 1 , il� S - , ,,,� M � c I 1 1/4' SHEET I 1) � I ko , - - -ArE Aw (SEE SCHEDULE ON I �, W a) �, "I. ­ ._ 2*ft � = )­ j MAX. 11 :,. aN 11311WARIP T = - *0 L I �m7n = 167 SCHEDULE' ON I, !� ,-' � L , � L _Eo_�_Ea_ � __-, _.,.,LI . . 112 - � - ,� � . SpAl I � , �r= - � T , - : - 1/1`1� S� .. ./ NUT .F r j 1/4 � � ; � _j �,, � I I - - 7 = I - , ­ Ul " I I __ -- I 0 MAX : L ; � I �� I _' ____ __ -, , ; I 1 ,j , I 1 /2 I ,�LL f­­ ­ - ­ _­ _- --, �'�� ,�','��' � - -) j- .-fL------- _I L' WOOD HEAD �. I ' rn ._nj , OF 'L' � // " SHEET I 1) SHEET I I) W/ .9 �­ _ L I'. - I-- - ", , @,� _. _:-Z !, -__;�-­ - - HEAP . � , i -4 11 � � . , MALOO, TEX SCREW OR , I FIX SCREW OR , � "I �' - ; I 1/4 CONCRETE- ANCHORS 1, .r., I L L , -1 - ___ - - � Etj I .� r I I � -C- I ' _____ - .1 ­11 �� i ,�� I EO f i ,�� ,�F r I - ­ __ - ­_ � - - i �___ I , I (SEE SCHEDULE ON - -1 se I I : � ; . 1. RE Ull - SHEETS 9 THROUGH 10) I ` � I I '� ._-, � ii I : � 1�, I— ." _. - - � "I'll I I L I . - , � I i I * ; I - I RL , i - , _. i ""� �� � "I I I � . (�)_ : I j 1;_�� I ED � F-D 1 - , �_; V Nox. - I C, j t--,- � ; =__4 1 1 1 w a 1/4. " I I L ��.' � PAN L . I ; '_ I : ", � �- _­ i� , _ - ___ _1_______, 1,, I WOOD ANCHORS ._-_L �2- h R ! I .1 I - I � , ALLUNUM SPACERS 0 12 11-2- 1 1 L ! I ?N I . , : . i _01 "', (SEE SCHEDULE l . i I �,,� � , - , I i � D.C. (SEE TABLE 01 41 I (SEE KeMELE . ­.. . � I - . T I _19K MAx, LONG ; I , m I � I T s4m 11) I . -� -�� --' �, i __(D � !, , li� � � ,ll I ISCIA Ml 1 ­U1 i �,/,11 --- I =Pi 01 '11-1 a 1 - 0 � l �, =11MIR 1.1 " . I � 1, . , I Rol , � I I � I -`� � " MAX� 11 __ __ W , _,", . > i , - 41 m 1� I 1/2 LEND I 'm �SEFAAN I A, , a� AIX. I � I ­'p I L '9 - _ I � 10 =GLASS ,,, � I I ' , I , 1 CLASS4srF I __ I ' ' � ' (�' � I ", - I I ON SHEETS !-( TO CLASS. - I PANEL LENGTH I I I ,,, LENGTH , , i� � I I I I - cj�-) -,',-" I 5 L ­ L L' "' , A �'­ I . I __ - �,ER:, - . , �1 I -1 SCHEDULE l L ­ t SET SCHMULf. I NEOULF . L ; : � " ��.,,_ I (SEZ 1,14 =ea (SEE ,SCHEDULE I , ON SHEET 3) , L � � � , l� I � -FANEEL MATE FOMLE V OR PAWL MATE , -- I 0 . I _�_ ,_ ., I Sm. I. GEMS - ­'v-,s,,p � 4EET 3) 1 - S; L 9 a. 10 g I ON SHUT 3) I I � I I ,. i Ml SEPMATON TO GLASS. i _T 'L. (� ED LE ON : . I ON SIL p_LP ON slim 3) I.. . 'L - ___ - �� I ON SHEET 3) t " D � ��A I M.- SCHEDULE ON SHEET 3) - S - , I 1 4 � j ] PLUS (SM SCHEDULE ON SHEET 1 1) � '/,--�� -t7 MAX - 9 � 11 � U I I , L "I. , , NEW -0 ps'l I L 11 ,I zzal.19 � I , 11 V`­ - - - �Pj � ! PANEL UNGTH L- _ ,,, , I 9 a Now I - " 0 I'm , _A . 'a�o I PANEL L04GTH I SHEET mj:oa 'l M­ � . f "I � . - -i , . I - ­ �-1 1 I j;I /1 I DRAW OffiR r-0 , TV Ex ­ I 1, - I ­ _ - 1 I WmAm CS r SCHEDULE , . - - I �lf-"­[­­ -----"L PANFL LENGTH I 6z " W.. _.- __ - S) - , - �­4`_ - - I It ­ --- L ,�' I I --- A, sx� 1 SEPARATION I . �_, I I . I , , � , .- I __N � __ __; - = il , ". . r-o' t I � I MIP, I . - I t ,-----,--.-,- __ _ I I . - �_ -1 " , I_ � I (SEE SCHM LE ) -_ - - PAN LENOTTI I .. - = 2*X4' W600 ____ � L* MAX. �A,,- -_ UNcEw 00 -1-41 N Si'm 3) IF - I ON $HIM U I V__ I It 1=1_1 E`XES`nI1_G____j1 TO = I I I I 0- ; 1 3) EiRISTI I -1 (SEECLSCHWUIE 11. - __ ". _____ � i I I II SEPARATION I 1 17 1 I,x ON SHEET 3) ' " " ' , - ' ­ ­ , GLASS I I PLATE REOUIRED i ') (SM SCHEDULE ' ____ __ ) L---'- - ON SHEET 3) V, ---- j­­ '----I � S ___ - I I I __ L ! =� I 0- -I(j X' I Gtoo�a_f � =_� - - __ I �W S'.1EET 3 __ L I L � c I �, I -'­ I J , , =q`­1 (� --cil) _ VA-_ =_ ___ ___ - Ell I [ �Di I________ I— - ��Iio_ --- ,� I i DIRua MQU I Wj 5PA ER a I I � 50% �__Alt_ - -1 - I . I I ; I I '--"--' '- --'- -- - ---'- ­4, ­ jl . I I-- '�­___ ____.L__ I * I : I I " ",`­'�!' ;§ Mo. -, � -;, -,<" ' I � WA ; 4 _( . � 56 < It ON SHM 3) : 10 �Y i ! w 1 l 'L , I D .1 I __ M" -,�,:,,,'-;,"'�-!, ��,,, I __(D : , I--- � - 1 1 "I"""', 1 I - (D ; li ,""l-,;�_-, ,,, - I 1 Mo, � -�_ 7-�, " -"/, ��11 I I ,­ - 5, - I A I .�_""',�� . . . . . . �,,,,,,�,,' � �t7�',"'�"',",,"�,"'�,'�;',��", ! I -01 � � I I 11 I : - �, � I o, � I i � : - I OF IV � 4) A_, .111,1�/� , I ' 0 12 t/2- Ol � 4_0 C I � I I I son � SOX IL-"- " _j � ,�11' SEE I ON SHEET 11 fOR MAX. PANEL LENGl IF, I ; I � # , I Its 1:0 � " I � I SPACER ,,, =1EIVE, DESIGN LOADS FOR THIS INSTALLATION. I , � _ 0 ED ��,,,"'- I ­­ - - -I I ­­ � E-P ��`�',',M? LMD;m � - � OF 'L, I � - - � � �11M MAX I 0 /Y I - I of 1: I w I I 1 (4 - 11 11� MAX r , L I I t I MAK� � ,_ I ll L , 0 12 t/2' O.C, : � " - ­ - ----- _A_., ,________ I 0 1. 11. ,'I ��, �:`�'.�,� I FI-L __ , __ I " ff ", � - . I _­ L i - I I I ,L I - - ­Lj, -1 , , I ; ED ,, I . - i , � I . No N I ,qr z , = I - - ,- . I L � ; I- , , -1 I i I - -- ----=:) , I I F-1 �_. I - - 1@1 - Q C CC �, � , I I a) I I I I , - - , v - i I . ,� � L I __, 0 1:2 1/2 . I I— ___11_­ 1 7-- - I ...... ," LLLL :�, I __ ___ I __ . 11-1 :� ,- !�;�� 1�__ 1-1 1- __ __ �1_ j �, L , I I_ I � ED --' �, i I ox -0 . I 0 . CONCRETE A4CHC1RS 2 - CONCRETE AN04ORS �qf, 1 177 t__ __ �,, _-I____,�� __ ____ ALJ�TZ I , - ` - __ Y, mf� - -, � I __ - - - - ' �Zi ,_ E � - L � I i I I -1 ___ -1 t -, ,11: C ,4,� ", �_1,11_ ..A. �� _q ��_ - - I- I (__ �� _ _"ammv t +- ** NM. I � MSTINED PO- �; -, -,-,,�,­ _;�r -�,, ;,-,- ,� �� (SEE SCHEDULE OW I. .. (Sal SCHEDULE ON - � - - - , Wow WCHEir, . . - � - . � - STAGGERED W/ I � -,----,- , � . ­ , EDGE OF WALL - "I I - � -� - - (9� CONCZ&�TE � �� ,� I k�j ,V,�" _' SHEETS 9 THROUGH 10) �,g,(. noucm 10) - LONG I qi A �­,'� OR SLAB Skims 9 'K � ", :-(gD'2 1/8 l 4UVtNUM 1�� - ------- -- L'---- - --- -t ­­) I . I ' SnJD __�_ --- - .1 HEW . LL % (ALIl CONDITION, � _��"' SPACERS 0 =' OX VAUD FOR 6 1 , ;I I '_j L 1. � , Cm SCHEDULE ON I SPAM 9A Wif BE I Ilr LOW W, � � 0 11 � � Il- .1 _4 ", r , � �_-_­­ ­-­ I __ 2-X6- WOOD , , . � : L - - ;,"�,: I I ­­ .. �, - I 'I i : SHEET I 1) (1) Immusuatom 6 umnap TO A ONE SfERY EURBEERS WITH t ---'I-- = OECK REOURIZEI) , , _ I I " .... 1, � __&"NlGCFCVqED ALL DESIGN ANO'PANH -ill:- �11� I : _ 2 - , 00 ETE 1� -U4 _1 i _­­ ­ '_ __' ­4_---- ,RE I __ I ERECC2rCl EXISTING POURED CONCRETE : LENGTHS MR SHEET " , T-4, , �;RVDG P"Itg- - )IODO ANCHORS 1� , ;�" I REQUIRED. RIOURREDRETE It". LONG ALUMINUM SPACERS 0 , � � � 1 � i *am, � ", - , I ( ---- - ---- ­ , - . . (SEE SCHEDULE 00 ��� , I - � I __­_­_EO­- ­_ PLATE REOLIERE ,z - - � I OLWOM ~ =m 1r__ � � I I OR CONC BLOCK 2*w4* WOOD -- , I � I I MAX All Aw 15 A RtS"OCr" FROM ANY WOOD ANCHORS - -1. ANICHo S - I __ ." , , L L TEE110"Am ON SHW 41), , 11 I �'. a- =-- o1q 10) , i�` * -6 1 1 1 . , I � (SIEE SCHEDULE ON i I I I SHEET I I) m SHEETS 9 THROOOM I " 1; t/2" OEL (SM TABLE #I ON , L" I ,�' ILL!— -YEWO ANCHORS � I , � ! WOOD I _ _ ___.,_______ -1/4' -- - __ I � �� 1�­7_ "-'' SHM 1 1) " I-- L-"--,_ __ , I I STAGGERED W/ I.TTQ , � 4 � ". ­__.______1 SHEM 9 A, 10.) I � L il� I I L REQUIRED 14 =:1-1G,j)"11Ux`*Kw-tAz =0114 10.110l 1=1 01 i - � I � � I (SEE SCHEDULE ONO oommom AM � ., I . 1. _ _ � - 4:11111; � I , � I , " - - if= El As 1 - � 1, I I t, , � SHEET I 1) S OW 6 A WOffitTM MO 12 1/2" O,(L VACEPC 9LORD) OR �� � e I r I l, � to. i I S"m l , I �-- - 2' W­ - 1- - -1 1 I 0 a) -1 I i I (1) =ASD DESIGN PRESSIRABIL i I 1 CUUNG AND nQOR MQUNBNG BUILD-QUT ... MOUNJIN WALL MOUNTING /DIRQGT_M W/MACEll OR Q . I � � I a. -43 l i I (,V WA 24 Cl PANE, LORTH 6 UIRETED To N-Jo ANY OPOM 1 0 - 1_4 i MISS a A vairmarl FROM LAMM ema "Nows Allam ON N 4 SgCjjQm 5 X ­ --- - -, � -_ ­ W -1. SCALE 3/8-1- L (2) MAX" SrOoho PANEL LIONIFTH 3 I SCHEMOUL SmEr 11). SME 3/8-1- M. I WALL MOUNTING I DIRErj MOUNT I I I CEDING AND FLOOR MQMNTING BUILD -OUT MOUNTING L. m WALL Mll (1) STORM PANEL INSTALLATION 5 I ALIERNAM 2W I 011 t/v UNIC SPAM COWPotoo 119A SHALL BE ASS IMACATED ALTERNATIVE M ALTERNATM ,I, i - sm Z BERALLoga. 0, 1,t LA. . Sol BA IRS . ERIC, AN COSCMR1 WOOD FRAMEOWY SCALE .11,/al VAUD FOR "No ZONM 1. AM 3 AS DCFVMM BY AM - I SCALE 3/8-1- '01.0.41% SCALE 3/0-1� ALIERNAM 1W i E-I"g STMEARP MO THE 7020 (Ifth ECTION), OF THE FURMIA " m SCALE 3/8-,' (4) RiS VALED ONLY FOR WIND olt j 0, 1.§"I% _" 0 . 3 PER ASM E I BUILDING CODE. I / -.T/4 "VIE01411104N, t"$-M t,00v.w#"#Io" - ': � 0 � , .���. . /, ,-"l tx',`�� A' ritz, I-.---- z ,,II A � T144 _____.­__­­--__ I 11 I 40 *.. o `,IX E N '-" LU ­ ..... N ­_1_____ - - - ill ­__­ - :1z .I 4'--�.� k 4! " W 44167 " I ' - - ­­­ I ­ . - ii�Ii-,��`�\X. BUILDING CODE (Non High Velocity Hur one Zone) III _7XITIM. = Ill � - FLORI BUILDING CODE (Non High velocity Hur Con* zonol 'A �_� se - .; - "n AO`�ICEN ` -*\ Il. " , * - � , � . FLORIDA BUILDING CODE (Non Wigh Velocity Hur came Zone), FLOPI 2 S .. I I - - - I - INSTALLATION ARE ONLY VALID FOR MAX. A-5 D = - � � 0 ' - EA : I . INSTALLATION ARE ONLY VAI-O FOR MO, ;4l I ; _44_____ 1. = amic TIMOR, W_ F.A TOP & BOTTOM MOUNTINGS CAN BE III ; - *1117i - � .44167 - S Ppaw TE.110C. At. 24 GAGE GALVANIZED STEEL STORM PANEL I ho, 167 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (l AND PANEL LENGTHS . PI'm "'Trm - 24 GAGE GALVANIZED STEEL STORM PANEL "Al < , = *: . = 1E,: ':�.'-. STATE OF ` f DRAWN Off, g III ,� '* a" Ell DESIGN PRESSURE RATING (p.s,f) AND PANEL LENGTHS ,I : - I DEAWN Im AS PER SCHEDULES ON SHEET 3 - ll� 4F m � ; . * . 1 - ;_.�'\ - COMBINED IN ANY WAY TO SUIT ANY I, 0 * . - lzz:-- TOP & BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR S . * . * _= .,,. A. ." 1::::�_ I - cr`27/70" INSTALLATION. 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD Is, ..�.� - �t_:_�__ \ GLOBAL PR07ECPO W/V/"" E.D. - EDGE 1�-q%. STATEOJg,V GLMAL PROT %-' STATE 0 - * - / 111LIEC010I MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPEOMOC / 111LIECOme N PRODUCTS, LLC. (SEE SCHEDULE ON I - . t, -P'. �__ � \ al TOP & BOTTOM MOUxTINCS CAN BE 'm ILW 6, STAl INSTALLATIOM !�, MI STREET DENSITY OF 0.55 OR EOUAL L E ;/_,,sl WMF-T. I ommtLqm COMPANY AM S... S, SHEET ' _",­ (�)M-754& F � " -..- I. Pot .N. ORAL IL 3"'. z " I . .. , . ,P - -, / - a" ---, - � NON 411 , AX, WM"n7 Ulm COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -. '� � 0 . A . ID " �!F. - colt,_ = � GLOBAL PROTECrION PRODUCTS. LLC. DI ?L *.!% DISTANCE _ ill / 11L1EC0tm7\ ECTION PRODUCTS, LLC. " TIll � A I- ot IN, A QAV� Fl. =14 ... - 1% - N It, , - SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY - 91.- - - - S_ - C'G-WE'ln my 20-175 1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD - P. _==.wr. ONAE. F, 3M. I, ;� I PHOMIL IsEl 20-175 N 20-175 tA 4, FWOHE. - I VIEW .-Ax "UNIRR-IIHIL IAL (9m � !, _(m PHOW. (WAN -?US. FAR, (IIIHNIEW-41C7 INSTALLATION. - - MARRING ft� MENISERS TO BE SOUTHERN PINE No 2� W/ SPEICiFic ,I 04 �.S= --A m_!t. i - i DENSITY OF 0-55 OR EOUAL, - I 'RE ONSINC, OPIMWO - I'll �*-.00wtv I 444 =rls_ PE- somi'vaHARISCIDATE .`Ual �Tuff "". I,. < . __ I - T __m=1L__fft M-1 - I - - � ­­. �___3AL1AU191-*M11` .... �� � ! , � �E:. =­ I __ L--- - - nicil wo. 0 "NET � ta I 1-1 11 __j - I . _j I I 0- SHEET NO. SH 1.3 9111 pillillillilli���������������'!� �, � . � ���IIIIIIIIIIIII,����������������������������������������������������������������I � i � i � Ill !ill I m" 1 i ... Ill I L F ON I CRE T a F SAAETY,.�,,, — HASlG STORM PANEL SYST MOMS I ak - OR ---J_____7 POl1RED c.01EIC 0 ,Q . �RpppSLF µES -' 3' . �7" 3105 H-1i Qi_ " VARIES gO67-TS ALIT CONT. KUU--_. . j 5 L1al"'1 ® wou"m , , ,{ ANGLE YtIM t/iY . 1 3/4' 4 r^ C 1/2 , TAC,CON 0 IV O.C. -... "'" 14�� - Mia � 1" `.2 POURED CONCRETE CONCRETE _ BLOCK OR 2n4` WOW navee I. POIFRID LO C _ys-y'.-.,. I D 1/4'f a t 3!4°'MPtON i 2 k�: _� RLotRRET CONCRETE RL itR ANCI!L>R O tx QC. / - �;'P-, 1,. �_i�'\ 2"i4" I v Fite.+€ ' OR� vh M REOU REp _ -. 4' AP B u\, t° / 'ti ✓S f 1 .a 3 �.3 ) ` _1 ! i k cup 1 RNf2L - 4Pr'. . .i E ^T .. .ry. ANCHOR ,TERMITE ODA,ICN `r LEG L xI:' Z' x 2' a .D63` R7 V LE __ 7 , ,4 1x" O.C; gg AR S Ya. 5 a NOSES' CtlNi'.. �f, 1, P;. Ir t 5' Mv... { aia ALUM. ANIXF OR � L. M a. �I= a ' 3f9-Ht99 SNAT .DSO 1T CONCRETE, CONC:NETF »1 POURED - �DN PM;ti - METAL GLUM. BiFt,' PLATE 4 x'X4^x., 26 I. M_ 9L OR 1ro4' WOOD CRANE -^� nP1 Y RtED M ; ,+— REW }8ge3-76 �... .. (� A } '` 1 f2' -r i 4,., 2" _.� CaHi. AT.tA1 ANGLE �' / p //4 j,,!' f, Mak. ® s m. � -,.E Mak. CAP a_}. Ile 4W` _T'. a4'a A72' e lY cc' 31t13-H14 OR ao6J-Ilf A G` W/3ACW140 C-1, Atom. ANGLE CASE A PLANS CASEB (PLAN) CASE C PLAN) CASE D (PLAN} SCALE 1/4"=I' SCALE I/e-i* SCALE 1/4'>," SCALE t/4'-I" - _ -- - , -'1i SWirSET tXi CNJf-N - ✓Xt ELLL't PANA.MATE :. D- .._._.. :-- PWRtfD C9NCRETL ._ EAIi1I1G RaY AT -'.,E O A1O `? I CONCREi ''"')OI' P f a E 1318C14 60TlOM dt - p SEd 1 OR ANEIMAtE LU5 1 C?T!f E4 CONCRETE, �' ,5X � S� Q. oPENNC 9 it ! aR a°y4' w,loG xTIEDULE oW sH�ET1 . CCtFORETE SLACK -OTf- vAFles yam, ,g�-.y ,..._ __ (MIN. PANEL ems. . -. „� i y t �( Ell 6 FRAME REW1REO AS APP41CAO1.F to 1 t) x A WOo9 FRAME 1 N/as. 1.'/ ti 7 OVERLAP BEYOND 3+ OPENWO NRD1H) - ., .yh , ,....Aa-, v '.. 4,3"�ti '"::Y ,. CDNOIE E, CONCRETE REaULRED : � � `?. K OR :'.0 WOOD rRAME vs `�"" +., . iWau 11 `' p 1 •-^^� - l V .i If ., OR \ (e 13 1 SEN W/ AXCNORED FRONT 4 VANES '' . '._..� -1TEAR FLAT FLANGES PAWAki. IO 5" M1"' N ,,,,j %kt (NEVER CUT ENO PARCEL) X . 8.0 WAKE -1---- 1 ' ) __. 4 II r— 4# /-`-\ �= ..- ,�.®�o-__- =J IHNANN CASE ii PLAN) t _ 7 t e W „}ON NiiN A:.T��f/l \ D.0 a , . �xP , ".�`; . :,� scuc i/4.gt. ! um«HEw/x, taa - �,-..,_.lJ� e..J N1f ! f' D.4 EM1j�` .'J,, VAUD FOR DIRECT MOUNT INSTALLATION ONLY & % r•�1w••�iG F '. CERTIFIED PANEL INSTALLATION AT WALLS Wf °' - No. 44T67 S SURFACE LEVEL VARIATIONS WrjWN 3j4` 3 * : * * = FLORIDA BUILDING CODE Non High Velocity HUnicone Zone CASE CASE E (PLAN) CASE FF jp�AN� F •ct; - 4YAaD TILE W. 24 GAGE GALVANIZED STEEL STORM PANEL O4m,AN'9n 'zo-p SCALE 1j4`=1` SCALE tj4'st' FCOHIOP `may` ,' 1 'f °� T(T�;irm , I GLOBAL PR4iECTiON PRODUCTS, LLC" DA ! Ny "2.d+ t IAL�F = G .' EWatN L�NGq. pC�ONF,INY v., , 33 1 1 & x6ea ma4z (w New-ntt5 FAX: (OM)549-aYW " " num -ma 2D Na: ' .-me wl. ! . m+. uewsc - -. ww.,se, >m P.€Nt3TtlN411,f1E CktE CA.Oob6?to a pn am.Ms 1 WUTETt A i5A{f R 441 " OUT 4 0" m (VALID ONLY FOR PANEL (1) INSTALLATIONS AS PER ALTERNATIVES SW THRU 4W, ON SHEETS 6 & 7) MAX. AS O. DESIGN PRESSURERATINGG (D...r.) D. LWIMUM ANCHORS SPACING FOR E . AS SHOWN ON SWEETS. 6 Al 7 _ APPUCABLE. TO f do ANY C f09}HEM OF rFE3A VONUM PANEL LENGTH- (tt,) TAPCON LAC SCREW PANELMRTE FEMALE I D PANELMATE PLUS WOOD. OUSt9bK9 13' 13" 13" 1S -,Y DW (IOIsI 1 '- 3 _.__ 1 3 t 3 T3' 1W aOTTC#A ( ) __!_3"__ 5 1/2- _ _ - a If2" 6 1/2' 6 ,/2" 8 1/2' W (TOP) - - - a 1/4' )2 if2' �b 1/4' - (WIT.") V-D" - 8. e. 8. -' a, (Tw) OR LESS _ B: --- g, - B. — B T -- _ 3W CBOT 73' I3" 13' 2!_ I., (TOP) +45-45 OR LESS - t " 3 _ �_ 1 3 _ � 13' � .v 13' 13'� W M {BOAC ) 73' 5 J 1 3 13' a 2" i f W (TOP) _ 3 3 6' IN BO1rOM -.. 6 tjY� $ T/Y 6 1/2'J $ i/Y� �61j2` 5 (TOP) 8 1 A / 1 i 2 2 r - 1 4' r DDTT" (Don't-*) xr-o" a f2 t / _ $ T.2" _ / oP TO #'-4' i 4,/2' 4 1r2" _ 7 Y y 3W (BTTTOM). 10 1/2" - g I/2' �_ 12'_'.- 4.-.T2" a - iw (14P"{ tJ" 13" 1J"� " T3" 1 " a f2 W TrOM (BD ) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USM, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. I F NON a l UM ORS SPACING OR E.D. AS SHOWN SHEETS 8 MAXIM ANCHORS APPLICABLE MAXIMUM RESIGN ALTE,;0 PANELPRESSURE. LENGTH TAPCON LAG SLViiVf PANELMATE FEMALE 0 PANELMATE PLUS WOOD / ARATINGNr LYH�N 10N (P.s.,,) - OF THEM (If.) i3' is, 13' 13" Is- 1W (TO') i3" 3 t' � �s 13 - 5' iW (807TOM) 6 I/2'... 6 1/2' 5 I/2' a 117- 6 1/2" ZN (lOP) - - 8 1/4- -_ _ 12 I/2� _._ ----�- 6 1/4" .2W (amT.•)- b'CO-0' 7" T , Y / a' 8 (T' LESS __ ? 1/2 _ _ e' _ _ 8' 8 3W (BOTRDN) - �1. 3 1 , 3 - 1 ..- 3 1 3: TIVI 1 3 2 3 13" � i ' µ4W 3(eQTID+) TO +15 -75 • 13' 13' 13' 13' - t ' D TW bP) n a 'le 1W IDTTOM I " 6 r2 SI d2 - 5 t 2" / 6172 d2 B12' ! t�G� _ $ 7 4 1212 r _ 6 1 4" / 2W BOTT' ( ) >5'-O' _ �' 4 3 j3` . -._.. _ 5' 'u- _d 7 tr2 7 9 f2 _ 34Y (TOP) i 0 9'-S 5" -. 5 1...."...... f 2 8" a 3W t rom � ) LS' 1J" T3` - . p --_. 5 ''=/2 W (TOP) 53� _i2'.. _ 13' _ s '_.. �1.� - __ _ is, TaF 4W , Tac) SEE TABLE #1 FOR VAIL AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CCRRESPONDiNG ONLY TO ALTERNATE 2W ON SHEET 6 -. TAU !I a ".I). DESIGN LOAD MA)GMUM P941L LENGTH 40 PSF OR LESS 6'-19. > 40 PSF TO 50 PSF 6'-T" > 50 PSF TO 60 PSF 5'-ID" A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS Y W/ SP HASNNj, I/2' O.C. INTQ POURED CONOETECONCRETE I/."s TAPGI EX151UIO POURED I14`0 TWCON ___FzXiSRNC' POURED 0.NCHOR O B`-O.C- �.} >r`! ....CONCRETE OR CONCRm BLOCK REQUIRED. ANCHOR 4 9` O C i ", CONCRETE DR CONCRETE BL(Kat ,EOdtIRED. 1 ` ` r---- "I ,.i;I 1r2' 1 ,t14' ( ,#:,, /A'w I. 1 3 F7 0 NIR 1AWe FNI4N pER 7-e"j _.- I «L" Mac N'cL LENGTH S [SU ELEVATION ON SHEET 12) -0 L/2 EX5TW POURED' Co. 1 1 ( TE OR --REQUIRED .. .._.IR 000NCRETEBLOCK � f .F 1 I 1!t'" OG I I I -1 i 4"a Y T P PA ELAA E 11 9 .. I cJ14 ANGHOR. O f2 2" D.C. ,/ is SEE 'SHEETS 15 Nk I4 FOR ANCHORS TYPE & SVC#* FOR NSTAUATXNS INTO WOOD FRAME O I DIME. MRRMUM ANCHOR SPACINGS MO WAQ W ECXE DISTANCE ARE INDICATED ON THIS SCHEDULL FOR L11 LESS THAN NOICATED ON SORDULE REDUCE AKWA SPACING Be WAt7PLY91C SPACING SHOWN ON SC,HEDUG BY THE MUDWM FACTORS. FOR TITS OPERATION TO 9E POSS'$E. REDUCED SPACNC OBTAINED 14194 FACTOR SHUL No: 6€ LESS TLAN MNRNM SPACING INDCkTVD FOR EACH ANCNw TYPE ON THIS SCKMI-J- tfli t/4'c AIIWgII TILE __ UPC* RMELt4+ll WeIW. ANCHOR vociti.T 0..1 3 3 -=--- R.0.1 ;M-- gW 33 } tNtT ACYL 07C aswu aw - #ACTION 11 n aY - § T fz° a.51 - }- DST OD a 1 a- ' m EXISTING POURED: 1 4 CONCRETE OR-- CONCRETE BLOCK REOIRRED. I/4`. PA,YF4AAii ANCHOR (Be'YagD) V►t.ALL _M{�! NTH INGS SCALE J/6,•1' t.___.__.._. ._.i 1 I 1 -`) d, . ypx,• ,� Mc �, ... --A$TS is W i 1 11 I I L" At%. Y '- "{ 8' PANEL LENGTH I SEE ET.LVATION _._ _r - ..__-____T ON SHEET 12) I pY(C8 ____ I-] __.I 1 1 t 6' I V 1 i I _ N IiA3­i (VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) MAX. A.S.O. DESIGN PRESSURE RATING (P.et:) kWWM ANCHORS SPACING FOR MIN E.D. PER SCHEDUL€ BELOW '�E Y ygitlMOM PAA1Fi LENGitt 'L" (ft.) Mw ASA. .DESIGN PRESSURE RATING (P.s.C)iEtiafnE MAYIMUM ANCHORS SPACING FOR IN EA, PER SCHEDULE BELOW APPAt�g TO SECTIONS i� &ANT 44pmum PANEL LENGTH y• QL.) 1APCON SOLID -SET PANELMATE FEMALE ID PANEutwi PLUS _-- ---- - GiX-1N TAPCON SOW-�7 PANE'LMATE FEMALE 16 PANEIMATE PIUS� aAM�-N/JL1N CHIC -BIN to ,€ Secot ro TO W tK,.y, ro ro m ° m WW4EtE OON>1FJE C!F IAr #48. -4b OR LESS I3" i5 13 i3 73 T3 I ,3 13 t3 13` is" �THEM t mp) LESS "+,. "4G TD +6u, -84 TY 13 13 13 i3 3 13 13 13 13 I3' If (TOP) OR ESt," LSss , :. t3" 1 13, 13' 13, 73' f3` t3- I3' T3" Is. 13` 1 (BOTTOM) l3" ' ti' 13' 13' TF' L 13` 13" ,3' 13, 11,13' 11 T/2 1 (BOTTOM) 73" ;}' 73" ,3' rs, 13' i3` F3" t3" 13' 13" ?(LOT') : 13" t3' t1' Ir iJ" t,3 1S' i3' 13' I3' is. 11 t/2 2 {DP)___.___I ' 1i _ " _ 9 13' 1 ' } 13' 1J " 2 �- BO1TN1}I 13' t3' 73" 1J' 73` T ' J 1- 3° i '1 J 1' 13' t3 41 I 2 !7 " 1 ' ,3' 11' 73" IS'i } t " 3 13 3 It3P { )- 73' 11" 1 3 t ' 3 1}" :3' T3" /J` IJ' 13" ti /, 1 r21 3 OP" {7 }T� / 1. 1..._. r_ 6 1 4" 2 7 2 't / 2 F 2-� 7 " 6 4 8 i 4"' 3 BOTTOM 4 1 'f 2 !2 2 1Y / 674' / E14"721 r r2 2T 26 r 4• d i " 6 4 !_ 3(6O¢T _ TY IS't^ r 3 I_ �.,.._ _T t ' 3 13 ". _. ..._�,_._. 13't'" - _ _ 5 ,. , 13 51r4 _ _ T „ Jilt:U t13" bid t3` F3 1 4' _ ,3" 13. __..___ , ' 61 4" / 3' .. iJ - 1..`. 3�1} - _r 13" '. s : 1�. .__ -� 17" 1 3 , A3 "#T - •. `3' .. " .3 -_.e._.-....__,_..„ 13 - J t 3 t3" B 1 4" _ 7 1 2 7.' " i I3 _-__ i 3 6 i 4` / _ CF 5 Gw 7 TTO 5 !ST M { }. -.r...__ 5 ap (T ) 6 8O'P1'** : 5' a' _ 6" r2 a` 7i f 4 CFof''} T 3 ,. 13 ,3" / . 3 1 s. $ F3 " 13 , 13 t 3 13 t 3 3 " t3. i3 13, 13 ". i3 : -13' �.. .3 1. T-- 3' T3' � 3" E3 , i3 I 3 B. 1. 3 1.. 3 " ....�-.-. I 3 i3 t . $ ,- ✓6" {3 , /3 I 3 I 1 2 r l i 1 2 ! it t 2 !. 4 OP (� ) 5 BOT1i1M., } (. 6 CIaP)' ,. LL_ . _ 4 1/4' _s �8 Mr4" 8 1j4" 8 i L` ! ... �-.� - _ 6 Ile g i/4` 6 (8O�T;+'tj i3' 5' 13' 10 tj2 t3' Y 43` 7" 7 1/2 5 112 is' 4 I/2` 1 (TOP) >W-G, TO 1C-4' 1�3' _1J" .�8.',. 17 1/Y is, 13. Is, 13, 13' IY a 1 2' IG' 73' 13• a 11V _to' 9 1fV it' 6 1/2 I, a' 13' Is- 5 I/2` 6 i/2" I CROP 1 (Barmit »,-r TO g"6" . 13'- 7" Lr_ 13' 13` If '12 -1J" I s 1/2 10 112.7 If2 13- 6- 1 (BOTTOM) 13" 1 b" 13' 1a I/2 53' 7' Is. 7" 7 1/2 5 1/2 13' 4 1/2' 2 TOP) 13" er 13' 13' T5' 8 1/2' 1Y 6 1/2' 9 1/2'. 6 I/Y 13` 5 1/2' 2 (TOP) - SS` 7" 13' 13` tS 9 1/2 t3" ' 9 t/2 .IG 1/2 7 1/2 13' 6 i/2" 2 (BOTTOM) 13' 7 1/2" 13' ~t3' 13" to' T3' to" if' 9' 13' S 1/2` 2 {✓}of TOM) is' T' 13, 13, 13` 9 1/3 13' , 5 112 10 1/2i 7 1/2 13' 8 1/Y 3 (i(W) 13, 7 1/2' 13' 1J' f3' 19` t3' E IV ,I' a" 13' 6 1/Y 3 (TOP} - Y - ,-..J 12 1/2 a` 12 1/2 5 t/2' a I/4. 7•_ 6 Ile J t/2"4 ' - 1f2'� - 3' 6 t/4' 6 If2• 4 1/e 3` 3 (6EF0A) 4 (TOP) - - 72 1/2'12 1/2' 4 1/4' 5 1/4' 12 tj 12 1/2 - I 5 1/4' 6 1/4' 3 (BOTTOM) 1 1/2` 3'_ ar b" T' a S� e 4 1/2` 3 1/Y 5 I/V Ste" 4 (TOP) g. - -g• _ g• _ 18�4 S ,,(V- 7 1/2' -• 4 (BotTOM)g" _-=-'-",' ' 8" - 9 1/Yf - 7 I/2' - 4 (bZRW1:r 7' 13° 13' 13, 9 t/2' "A if2 7 1/2" Is' 6` (lap) 13, a I/2" ic` IS' SO' I)' a' tY 5 1/2" ! CROP}73` 7" 13" ? 11' 13` 9 I/2' :Q t/Y' 7 I/2" 13` 6 i/2" 5 (EWMM) 13" a 1/2' 10' T3` To, 11" 8` L3` 5 t!2' S {EOT'T0M) 5' 5'13"10If2 Ir T 13' 7" 7 t/25 a/2+ ,�' 4 If2.5 (TOP) i3" ,"` ,6 LJS'. I3' 4 ijZ".If 1/2' , ,)_ - _ - a If4' 58 I/4'.6 tGo"•") - -4" 6 Ir4". --. _ -. - 4 1/4` 8 If4" 5 jBofT.-) SEE 94£ET I FOR ANINORS TTPC k SPACING FOR 0V&tAIERIS kilo WOOD FPAAE tWYA.D9EGS, W MA7WOM AHGHOR.SPACNXI4 AND MNANM EDGE. DISTANCE WE If OFOAIM ON 14SS SCHEDULE FOR F:D, LM TNAN NDCATED ON SOHEOVLF RMAX ANCHOR PAGING 917 aR WILY04 SPADING SHOO ON SmDam TN THE m1blINa FACTOR$.. FOR 145 OPERATION 70 at , O29Yk,€: 1fEb{JCE6 SpACIfJD OMM40 1SNG fAC'FOR SHALL Not TE I= TIM ANWUM SMCING RPltR;AYEo TOR CAC}! ANCHOR TYPE ON GAS SCF6£NRE. ANCHOR TYPE t/4'4 i/4". t/4'W 1/4'W tj4'c If4". GYk-N v '911tli-ffiTIG� MIbMUM Affavot SPACING (in) __ 3 3 s 1 % a, , 2 V7 AMIIRA,UAk?EL9E {h,) 3 3 i/Y 3' 3 3 it.Y 3. 7gTANTd R.Oj 1§Oa4 s S ,n 3 ,/2' 3 1!8 S +/8' I CFUJAIL SIG€ VMNOE. (E0.) FACTOR. n' --__ _ au __ __ ___ _- ._ _- 2 /Y Dei .St } DAa D'R - 1_-- AO ... *' SPACINGS ONLY VAJO COLLECT SPACER g IS USED. SEE T 1 FOR MAX. AS.D. OES"ON lOAI)S 't MAX. PANEL WHEN SPACER � USN.D, 6 A.,S.O, DE M LOAD MIAAM ILIM PANE. LENGTH -. 40 PSF OR UISS: W-S' > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' 04. ______. - _ _- ___ .__. _.._.. ___ _--- --- --ANCHORS (BEE SECTIONS 8 ALTERNATIVES ON SHEETS 13, I" 15'is) --_-.._._ ___ __1 3' VAX. R-LA/13, R-2A/13, R-3A/14, R-18/13. R-20/11 R-3Bf14, 3" MAX- ti1 D.., 2 . 4- R-10/15, R-2AW/15, R-3AW/16. * R-1BW/15, R-29W/15. R-38W/16. I* IN, :: 0 _ 0 0 0 0 0 , I', 6 I ____ ___ --- ------ --. _— r -- I ------ .__r W_.-- _-_� _1_ 111 I � 1 f- 11', i i I II ( I it t f t t 1? I 3 {{I i1L € I R . i I ! I .( j l Lit - i A" A-SOMi''S.B BOLTS W 1 'L' I :� (USE FOR PANE! LENGTH MAX. � !1`i OVER T,_8•) !'� , PANEL 1.ENC•1s ":REGULAR STOW PANEL I ' REGULAR STORM PANEL 1 W-8' O +40.0, -40.0 P,eC I i ' i W PANEL BOLT) OVERLAP L1� LENGTH ( / 1) -. 1 , ., ;-- a - °- N+ t --------- ------------- -'_ ---•- - - - j 7'-a' 0 +40.O. -54.a J, ' i - LIFE SAFELY STORM PANEL. _ -. - ( _ � i I (W/0 D`IFRLAP MID PAN€3, t•cNG`N BOLT} _. ___ __ -. A i -. I : _.. " , i � ' " -- - .... i ... ... .. A -� USE 2'-a` MIN. PANEL LENGTH .,_. • : -' t , - .. , 1 /4 0- 20K I : : _ _ _ ; _ _ i _ _ . _ . _ _ . _ - _ _ , n , - _ _ .; _ . ,. _ — _ ;.- AT ALL 14Ot1Nikia5 i -.. : s.. s W S E% ) r �m AT OVERLAP i EA - .. a .. _ ( 1'' .. , _ t� , ", rj_"____T_ 1 � � I } I 4 ` ,. _.. __ SS NOTCHES AT ST'U0.__ ._.�,.._-_-'" q __-p__..._.. _„__.-.-_..____.*__-_...._._._ #, 6" , --'- _­,�- -.,Lr� -­i:.f9-_­,� _7! �i,, ----- _" L TION O LIFE SAFE7"r'"--,, i EL ; PANEL BOTTOM CORNERS + ( 0 /( 7 X ,"%: i).M„ 3, i -OVF3NIAP-• '-OYETB.Ap-' oF(�) WING NUT AT �� j WING NUT AJ 1t-�� 3" q__ LEFT PANS _ _R10HT PANEL J' tIINSTAL1ATIONS ONLY VALID FOR WIND t` MIN. R-TA/13, R-2A/13, R-3A/14. R-18/13 R-20/13 R-39/14, 1' Mai.!. SPEED UP ro 170 m.P.n. 4II,Aft-IAW/15, R-2AW/15, R-SAW. R-1EP1//15, R-2BW/15, R-3BWf16. I_-__ _- .._.._.._ .. ____-_-..__A1CNORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 14, 19 *i$k..._ ____ -._ __.. .__ _ __... ._--..._— I/4' NAIL CAP __ LIFE SAFETY STO M PANJ� ELEVATION fit) "`" I 2.687 SCALE 1 ji 1 ' :'(D REGULAR REGULAR -, ;< STORM PANEL (WMi GAF` , �t WHOLE VAUX" STORM P ." :' eNMNN -. _1-__.c _. :^ ___vro ._ ___:. _a.. ______ - ___ __-__- N41WAe.+ _ 11 MAXGAPi �/ / QYERtiAP+r 13C N e_ LIFE SA PANEL 1"D; aF FLORIDA BUILDING CODE Nan High V61oD1 Nu FIDonW Ona 4r0ORTDi k4�^ .9Dxa,p €d3 INC.24 CASE GALVANIZED STEEL STORM PANELEXTERIOR '� M..,- / �'` �TIL� C Q ITI GLOBAL PROTECTION PRODUCTS; LLD" D'/vo a/mm SECTION A -A_ 1ESR a L9 APAN7 .STD S.W. 5ISTREET �fff .. y,J, �, XW sen R. ar >Pir,Wnv, Gme>0.,.N 3Hw BAte. FL 333t4 SCALE 1 /4'-I" 6 _ '1 "''t T » : (5Mi p,-,bn � I sn..,cH RiW1E Iw41aMF-76e0, I. t9a4}bp9-572, -175 f op CA-9tw" 4M aRr i w: - ENE E£KfSIbNT11E/oA1i WHIT} A mm I.P. Me. #Si a9 m SN€iT Ix 1H to WEE 5AFETY—EANELfl) I—N.TO W-QQ) .SIRUCTURES _ ._ — { 1 r t; ,t,-...., ..,.-...A. �� _ _.-4udNHEADER - 11 WOW HEADER ° „_ I i WOOD HEADER _. 'f i _k HEADER _CEOUIRED "'"• - I �'EOWRED "II 1RE0 .I -_ (f, I 4'A TAPCON 1 'J4'# TAPCON 0I M i 4'4 TAPCpN 1/a". TAPL'ON T i "` O 9" O.C. -,I tI _ ANCHOR O 9' QC.11 I I (II NOR O 9' O.C. 1 �,! I I.', �a1NCFFr� O 9` O.C. `` I' � .J i i 1 � 1� �f 1 . .: ,' 1 I/2 1 4' Ile re' L1 ,n r /4 If r + tMAx -- '.I STyeti .. I fp"=MI R'i q Min ��., 1 I ^_ '1 Marl '.� 1 $1�1 I' I �,✓ f tt4 F-Xlht' I a 1 �II I 11 t/4•k-.P.1- ; R I. ,fi'A ahT, :,. _ ,....,. MyF i :., S.B. wLPb W ?. ,t _ _;_ a 1_" 65,. tXI.TS W EXISTI g. i ..... '5 Z DI%16 W 1 ! . _.�.:;_ ,/:. ^ M M EA t EX45i1 (d I ' w ') ,- -I, ('%'• I A €A ±%44N G A 1sA EXTSH i OrA95 t EXLSEtN�; SASS F=-- ,.-x- .-_ - 1::::_ f(�''A 1 a;":_� . ' :,f�; .< N' : , I7,... :.. _ ./r. P. I MTtl "Mn � 6 f F l "1. MAX.. W - I -. {{{{{ him W: PkRL , tltAgS 11 11 - 1 1.- _ .._Y._-.. ,.._....y._... z...._, .__._.._ -. ..--_ ____..- _._._,....._. .__...._1 0 -. �•, ._ PANEL ,33NGTH 1! 1- k. - ILL... 8" PANEL LENGTH N �. ...._ .v..yf!_ _ g- "L' uoe, 1 1,' ANm1. EE e1EVA�+ Eu-vA'raaN X (S{SEE a t q 5 it I - . SEEPANWT* D T ON 3N+Ek.T 72) __-,.- t ..._..,-i..__;I P LBV�g10j7H I K 1 1 ON BHEEF 12) s ,..�--- 1_. - (SEE ELEVA'iiCW ¢-_.� `-` '.._ i ON SHEET f2} a i 1 ¢ , 1!._ t @� ' � DN SFtf."ci 72) 9 J q wT.__ . _ 1 SYu+. i R-........_ _=- --T-- , . t B^'-.SEPARATCDN__.. 1 , Y' 7'---( ii - g t D L/2 I #--SEFARAATIO4-- - i - - tt tt! OVSS. __T_ _ �.7-t a i Ufn. I i a I � ¢s TO OSA65. I - , 5. _ ,; 1 L f2 a—SEPARA� _ I ,� 6" - L.� , -i {i S .1 --@ 0 I ( `--.... 'r . - 1 e 0 1/!', 1 - .-:,f . y: ..1 a ,2 ,n' ;'4 .._. __.. -_---? r- ED. ..I I ac i ED, -„� . r +' � - ' .. ., . � e i ._ _.. , a,.; _ ,..., _... 1 1 f I , 2 i `�.. .. .. 1 u _ _._ _.. y ED. � Ir -r .1 1 I .®. r......... s :; BOLTS M ` ... `U'D"," 'q. 7 A4.1: 4. It 1 _ I e Ix 1 S ac ,,fT' T/2" -.. t 4 4' 4 i:' -'*d . (, Ft�'-...i✓' PLATE W._ `` III C. '} 'S5 rak '. Ms { REDU,REO �s i n 1.F 'R T ON 7 i"D T w i i. 4" T 4 APC APGtl 9 d A'CON 'X4" D 2 _} � ..._r WOO.._ *• x� .._ T 11 11 I _ ) 0 ' 0. HOR ' O.C. PTA±E ANCHOR O 9° O.C. INCH R O9 G,j ANC 9 9 ,. ° F. 0 STAGGERED :. 7. REG11d1E6 .. q.l ,-. ._ 1,fa'R TAPCON ` /: SNIGGER ,D Wf ST'U .", „"' : .; A RED Wf SAID '. '' + I :,. - i ANCii4)R O 9" O.C- +I'. ,x t I 4" 4" - i X W000 "X WOOD -„ _ i ' 7LATE 3 MATE I _ , „ . - REQUIRED w " _...-w ... REQUIRED Y - :, . b 1 i :! ALTERt�'1ATtSt� R-TAW A%j� NR 1BW ALTERNAIIX�%i-2iW �lL ATLY P-0 O REGULAR PANELS O LIFE SAFER] Patl£L Q REGULAR PANELS QLI SAF Pi�NEL WALL MQUNTINGS � „w„„ /rWALL_MOMIS TINO SCA3.E 3/8-1- • 7/am SCALE 3/8-i- g 1` yr ' GEP,Ig.;"'..'. ``� FLORIDA BUILDING CODE (Nan Nigh VoiceIt)' NuYFinana Zorn _ s TT:. ec oBAM NCO: F.F. 24 G£ GALVANIZED STEEL STORM PAN 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN . 44167 % GA Et mom on PRESSURE RATINGS (ps.t) AND PANEL LENGTHS AS 'k: VF :`D �`x='v:,z L . ► 1Nc GLOBAL PROTECTION PRODUCTS, LLC, "rS,.,E; PER ELEVATION ON SHEET 12. STATE Ok- _ _-.- 2. FOR NEW WOOD FRAME CONSTRUCTIONL WOOD 5t `•. rA- =' —a .e rTe a EH6tF a+t'AraY 4 a.OW,w..51 �am4T MEMBERS TO BE SO.UTIiEid!) PINE No 2, W/ SPECIFIC' �,fi`.:ORI 4W ''°a'° 4°"ixss'k R° . :.•'" roan:, .},-t4i0.. N., iH-,.H f41LIE: fw415iW-75S8. CAM: (w4)snI+57.d TD"-1%5 DENSITY OF 0,55 OR EQUAL. /;.n�11 *'«, -OW03 s.. d '"27�+NA11A4F/CHT£ U-,7WbT19 Rk.M ,RY.FOY: 6aE .o >' AAX3 1tP: - A4NEN }tT�• • Wk7TA 0. VuE z.,.N*7,L. a MP rA., a a GOAL, la of ra ,VAUD ONLY FOR PANEL(DiNSTAUATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MA&. A5:0. PRESSURE } MAXNAfgd ANG1♦aR5 SPACING FOR MIN U. PER SGHEOIILE BELOW' APFIJCABIE f 8 P34t .MAMr LENGTH tn.} MAX. A.S.D. DESIGN PRESSURE {�p,n.i LEAXNAUM ANCHORS SPACING FOR Mfg E.D. PER SCFEDLU BELOW LE TO & ANY MAXIMW PANEL LENGTH {n.) TAPCON SOLO -SET P :..RATING FEMALE 10 PAHEL"TE PLLS LWIM-NAILIN CALK-14 TAPCON SOLD -SET PANE1AMff FEMALE PANSMATE PLUS ZAMAC-TWUN CALK -IN - lb WAR%RtE To Ili ,€ 10 lo [ tacCcro ,€ TOpd ro to to mg mue� it: T$ ro t10N >+65, -65. +75, -75 13' 11" t3' i3' 13'. Is- : 13' 13` i1' IV 13' 1(' 1 {TOP) E LES +T5. -7b +it9ro1 6 B Is.1/2" TJ' 8 1- 13' 6 1/Y 7 1fY 5 1/2" 13" 4 I/2' 1 ) 8 OR E95 13' 11' 13' ,3` 13'. 1. ,J° t3` t3' iS` 12' t3' ,e` , {BP7oM) tY B 2` t3" i3' t3" 8' 13' 9" to- 7 T/7' Is- g" 1 (BOTTOM) 13' it' 13' 13' 13"- Is- is' Ir 13` 12, 1J" tF1'-:. t" ) 13' S" 13' lO If2' 13' 6 1/2' t3" 6 11V 7 I/2` 5 1/2' 1 • t. IF-. 313' 13" 13' i o' 2 EIOTTdA ( ). 13' Y 13" 9 3 1 3' 9 t 2' ! 1 3 9 t 2'701 / f2 79 2` ! 13" 512"2 r (B47Tf0 ) M _3 t3� 1.° 13" 13' 13" t3` 13" 1 , 3 ,3 t2" T3' TD' (40P) 7" i t s t Y t 9ix'r91 2 T1 1 13' r 6" 3 i OPi a 12 1 /2 6 Ile ! 1 6 a r la 1 /'a a 1 4 / ' yt 4'9 i e a ! f 3�� (Boren M) i2 i '12 r2 7 2 f 5 8 4¢ Ile / f 72 1 f2 1 2 t 2 / � �_ a' e a d 6 14' /. 3 (BOTTOM) _ILL/2' 7 _5 _T., _ r 4 3 3 9 t .2' r N 7�..- S' 8 5, 2 d 13 ti 133 9 qt 1i 4 1' _ -1J` o Y _%2 7 t _3 _ tJ" ., 16.T 3 "• 1 j2 9 -1 9 2 / /T " 6' F 3 ... t3 � t3' 4 R O 1 a / 8 2 / S,_ l2 5 'z / __ 1 I. T !a 7 I -" !2 3` f2 7 1 ' 7 t IS 5. 1 Y /_ , " , 1" a ? 2 j / - r ,1 5' _ _11" 13 8" 11' r2 4 {TOP} (BOTTOM) ) -. 8 _ 4�4' i8 } 3 072!4 - CYD - �- 6 8 _ 13 _ 13 tJ" - 5 , t I1" _ 6 8 1 } 43 13' 6 1/4"j.4 a 1 J t 3 j i1" 1/4" a B 6 _ i3 T3 "�"" " ,3 - T J _,,.,T,-,_ T3" -. i3' a 1/4",S Ife aY5' B" 1 � 1 1 s' 1J' - 811 2' B IS 1 $ 13` �= 7 5 1 3 13 13 - t _ 1 12 1Y - $ yt 5 3 - 13 _Ti" a ,/4' �} 4 `# I S r 10" �' 10 10` 61/4' OP crop) (BOTTOM} } S BDTITM7 . ( ). 6 (TER') 8 {C10TT."}, -13 _ ' _ e 1f4'tI If4" .Ilw 1/4. 8 9j,` 5 1 4' - - . 5 1/e 5 Ire 4 £CO,',:") 13" 7 112 12r 13' 13" 10' 13' f9' 15' S' i3" 5 t 2" � / (TOP T ) TD ®''4` ,3' _ -i$' b' . �- €o V+ 13' 33` 0 if2" TS' 13' iJ` d 1 i g' i3` 13: 4 1./2" S'. 7 I/2" t0` 5 9f2' ] i!2- 13` e4 If2 - 13' - 6' 1 {rOPj I (BOTTOM) Tp 7-5" 71' 7 if2' t3` 13' 13° i0 tj2'. 13` tp 1/2 lY !f2" 5' t3' Y i (BOTTOM) 9'.. _ 13` 10 Fj2 i3" 5 1fY 73' b 1/2' 7 t/2' S t/2' 1-1 4 If2` 2 CT�J 13' 7 1 Y r . t3` 13' i3` V13-' i i`Q' I1' 6' 13` a t/2" 2 (Tor-) _ __ 13' I7 1/1' tJ' t3' _tQ• 13' TO tj2 t3 f0 1jP Ai 1/Y 8' 7' 2 ( 'TT d) _13' 13' T' t3' 1 13' /3` 4 ff 13' 9 1/2' 0 ,/2' 7 1/2' 1J' 8 9l2" ? {60,SOM) 13" 7 ,/2' t3` 1J` ,3" lO If2' FS" 10 1/2"11 Ij2 8' _t3` 13" 7"' 3 (TC,H,) t3' I T t3' i3' T3' 2 1/2' Is' 9 1/2' 10 ,/2' 7 1/2' S3' , a" 3 i 12 t/Y 12 t/2 b 1/4'ta 1/4' 2 1/2 6 1/4' - - 5 114` 8 ,d4. 3 {BOTTOM). u7^ i - 2 bf?'12 If2' 6 fif{' a If4' 13 ,/Y 6 t/4' - - 8 7/4",0 1!4` 3 (BOTTOM) 7 1/2' p 3 1/2" V - _ a, g• 57 - 7 1/2`• 4` 8• 8' g" 4 1/2' 5' g' 3 1/2" T �_'_..I." 3' - - {T{w) 4 (BOTTOM) i 3' 6` j5 I/2" 7' 3 fj2' 8• 4' 4 1/2' J` 8 IjZ"i2 1/2' # (FOP) 8" - 6 I/1'i - 6' - 8' S t/Y' - T' - 4 (BOTTOM) ,3' 7 if2'. 13" 13' ,3' V I/2 13' 10 1/2 1, 1/2' a' 13' "Y 5 (1DP) 13' a 7/2' 13" t3' a" 13' 9' iD' 7 1/2" Is- 6' 5 (TOP) T " I / - " 7D t 2' /s' , " i 7 2 o t 7 1 1' a' I " 3 7 ` 5 8t71T[TM , J 3 T' S' 13` IT 1J 3 i 9 2 !J S1 2` / 13 _- to t 7, Y 5 BOTTOM 3 t ` 7 z r ta` it t10 i 3' !.� S - ) - 6 1/4' 5 14. 6 i 4' a Ir4- -.I/4' 6 ( 1T •". _. - a If4" 8 1(4`.. IIfe _ - _ - a ,fd� 8 If4" 8 {SORT.+') - SEE low 1 I FOR **m TYPE & SPA^N4 fix thsm x:MYiiS 901, *Wo %WE BUILONCIS. S,gIMDM AN,>W SPACINGS AM 10SAA1 SM DRSTAl" ARE INDIGATED ON TN15 SCHEDULE CON LO LESS THAN INOICATED ON SCHODULL RED" ANCNCR VACWG BY MULTIFLYNG SPACING SHOWN aW SCHEDULE BY OE 1`01.10404 FACTORS, FOR GO oPFAATION'M BE POSOBLE, REDIM SWING Cg1AIEEA tam FACTOR $RAU NOT $ LESS ,HAM MNBAIM SPACING i'MWAT£R FOR CAC" ANCHOR TYPE ON THIS Sk1EDt" I/ tt 9f4'._ 1 a'. 1f4"k_ Iris_. ANCHOR TYPE _If4 ^TARN 1' ... gYPD-tNRW _. Chet-W MaO1T18A ANCHOR SP.tCYNO (h) 3 3.. s 3 2'Ir 8 1n MWNATF4NaE tMS 3 3 4n' 3" 3 3 tt3" 3 ONYANNF LEG.) aLAI § 3 1n' 3 If2' a i!a 3 t/x' ACTM MW DISPINC£ .) FIATOR 1n' Ds4 - _ - - __: - - 2 /Y bAi n:A asD 3 04G D- - iD0 00.1 =_J "' 'SPACINGS ONLY VAUD WHEN SPACER fS USED. SEE T, S„BLE �i FOR W, A. DESIGN LOADS & MAX, PA14EL LENGTHS WHEN SPACER A1 IS USED. I/elf TAPCO?C _ FjCISTRNG PCURE�I ANCHOR O 9 O c i NCRETE OR I/ CONCRETE BLOCK REOUIRE31 1 m t T -_ ,.L. v qg 4 i # PANEL SEE IMm-,--I . 1 C ON $F S To CLASS. I 9 i E 1 r fi 1t fv✓,d f L » / ic•} %ED 7 I I:,k�,., I,._.1-1 f.+ j W I .j� j 3/4 J,, - .___ _L..� _, _ 1 �. I/4'0 TAPCON ' ANCHOR O 9" O.C. I EXNSLWG POURED CONCRETE OR -..--'CONCRETE BLOO14 REQUIRED, *Il*A : i. .. X `..__. + Lt L JAW jL a A.S,D. OEM LOAD Mwwm PANEL LENGTH 40 PSF 09 LESS a' -a' > 40 PSF TO 50 PSF 61-2" > 50 PSF TO 6D PSF 5'-16" A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ BSPACER AT 12 1 f2" O.C. INSTALLATI #AILS FOR LIFE SAFETY PANEL I INTO POIIE;,�D CONC�� OR CONCRETE „�3LOCK STRl1CTURI=S i f4'a TAPCCJF(-_,__ ,_EXISTING POURER 1/4"0 TAPCON _ _F�u15nNG POURED ifa's rAPcaw.,-_.__ ANCHOR O B O C. GONCRE,E OR ANCHOR O 9 O.C. CONCRETE OR ANCHOR O W O.C. F. CONCRETE BLOCK � CONCRETE BLOCK r REQUIRED, ,' REQUIRED. 3a' r _t" > f"' ( j 1 2 r2 f 1 4" } r, f^ TILT' f' d E D a ,'✓ + MAC..,._ _ .._'_i E;:;•.W � I E.f) :. / : "? i . I 11 - f 1 ! l -: i i 1 1 ¢ 1" In. 1 "- iI I � � elli d 1' /N 11-sEPARArIDw•� I t �5- n 1 e , , �1• Ex d` sET'ARA' 1D CUSS. i 4'+- U .. ! `•- va TO GtA N"aSs d -t -.S RDUS W EIRSTIK T SA. WQ5_ _- w,Q C)tA55 I 5 -__"- _1. _— AT EA :. C{ASS I, - II/ -•t —I W FORR PANO a 9 C, 1 CI wa. C T 11 1 1 �: O 9 II t 9 t u II _-, 4__ -__.., u 1 a 1 1` MAY, L. g I _._.i ... 1" MAX. 11 i ( g - .. N PANEL LENGTH : ` iGTFt PAwEL ELEVATION R T l a s __ 1 __ SEE EtEAM710M iflf1N SEE ELEVATION ( I1 If 1 - ( d I t ON 12 II 12 CI: SHEET 2 } I - II 0 i f� F3'ARAibN 1 a i 6 TI To ca.,Iss. 1 _...r�y/L , u 1 4;� '.._.' -Al TA:PCOId ANCHOR O g' O-C. ... EXISTING POURED CONCRETE OR _CONCRETE BLOCK REOUIREO: SECTION R-T B SAFETY PANEL SEE W" IS & to MR A ANCH011 Tm .- i=4 �. 1 -ulow TYPE At SPACING FOR IWALIAMN3 INTO WOOD FRAME BLRLDIRCS, VWMVAA ANCHOR SPACACS AND MNRAIM timm" #44" 3AM004 O3J 3 "MNHIMtR+m6i 4tX (3�.} 3 EDGE. DISTANCE ARE NOa"ATT:D ON THIS SCHEDULE FOR Cm LESS TwN D+ "TED ON SCIEDIEE REDUCE AFCHON SPACING --"I a�} 3 ACTUAL EDm usmm OFa1J ET" of ARIi3PD.YISG _ACNG SHIAVN ON SCHi04F.E OrTHE FOU DINNING FACIDIM MR Ida 01,01APON TO BE POSSIBLE, 1 to �REDUCED ,'SAC,NG OBIANEG USING.-..---- FACTOR SHALL NDT BE LESS THAN ._... _-_ x IJK ,______ 021 M NVR SPACING 1TAM sEO TAR EACH Al{✓' iO9 '.RYE Ckd tiGS 50CEUULE } _ _ _.__ _ _.. _. Ova .-.__._. E.D.- EO EO i I I I _ _ I _ _j-" ss. BOLn w A A , 1 f $, _ s ) I t @MAX _F 2' LENGTH 4" PANEL LENGT t I SEE ELEVATION ON SHEET 2 i ) 9 I I __,} 1 __ _` � C1' i E" &4 US. EDt " .__w _2 /4 Ms. _i/4". TAiGON ANL?,DR O 9` G.C, EXISTING POURED CONCRETE OR LONCRESE BLOCK RVOURIM. 2 REGULAR PANELS lKALL MOUNTINGS Iltnlif",_ SCALE 3/a-1` ;.zH 0.76 t f� e 181WC 6 •_I/elf TAPCON ANCHOR O R" O.C. DOSTINO POURED CONCRETE OR -.CONCRETE BLOCK REOUIREV SECTION _26 0 LIFE`({S FFTY PANEL IN5TAL ION DETAILS FOR LIFE SAFETY PANEL(l) I ____ . - . I - REO1/1REC�ER .I _ _WDD6 HEADER I TtEOIIREO 4'. TAPCON - 1/4'. IAPCON ANGHOR O E' O.C" _, - - FWR O 0' O.C. 1 t III ] - �_ 2) 1...Lf ! t (q 7 L.+r I f 11, `( 1 1/2' I iI f4"11 I ,rY i 61/;• I ...__. 1 11 Y. 11; " ' --- - - - "'`. I !. e .• i,I >ED- a s,, 1 , I i, .i :a! , x Men. ; N I .tzzz,. ExiSR I i t'Fti-mcl` r -. v,_Als- f a_ W is R- Al EA. 0 � 1 GLASS a A_,4-_ _ AEA v i - k 1 --.. s.11 11 _.. .-_ , I Q ORR 7'-S) 1 tii4LS1I I' i G.A a r � '1. MAX. " 1 :.._.._J _...- - _ - ._.,i _ - LENGTHPANEL I LENGTH N f I i ,...- . (SEE EiEVA7R7At ^^ _ - a -= -- _ _ - : ON SHEET 12) 11 I i Otd SHEET 12) _.. _ a .__, _ _ i ¢ _Alin I Ni,—SEPARA?HNN— i I TG _ 11 a k' - _. - i - I u_ , a I �ARA,,0N I C (TOSS. ._ T r EO N T _ ., _7 ___ 1 E4O - 4I ff��'' I a>z t/f ac -_ 11 i 4{4{ Ea 3_. _. 1 i 1 - ED -____ r( 2'X4' YT0 oa _ w + Yx4' WOOD P LATE , . '- F PATE �' REQUIRED ;g 4"&. PANELWTE F e. ,% Po -AO REQU IRED 4" I t I R p TE la d AIMFJ.AtA PLUS a s `. 'Afi'OLIOii Yk 12. 7 f2` 0:G _, ,...._ ;: P iANCkTOR 11 t2 1/2, O.G. ALTERNATIVE ALTERNATIWE R-30 Q REGULAR PANELS WALL i10UHUNGS SCALE 3/8®1' I HNA, Yltt,u Nir ,iL R, Tt(jrTAA� •. ✓ ma's, yt�'y,LEN8'•.9 @LIFE SAFETPANEL Y 0. 44167 = FLORIDA BUILDING CODE (Mon High VelocityHu cone Zone LrvAn I. INSTAI3ATiON ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.a.T) AND PANEL y * : * : = % ^Q'• STATE OF :wQp z,,," FLOR . E9.084 ,41D:0. NC 1 Td GAGE GAI.YANITED STEEL STORM PANEL. '"`»'s 7 GLOBAL PROTECTION PRODUCTS„ LLD" F.A. aMwx tn: /2001 �' MTIT; LENGTHS AS PER ELEVATION ON SHEET 12, 2. ,FOR NEW WOOD FRAME CONSTRUCTION; WOOD ry tC NIC AAAA *slQj(IAl-`'•�;"."p�Tt %1'+'2-t xi' yw>ar.Nrorowr,nma 4� 51 F -i 20-175 MEMBERS TO BE SOUTHERN PINE No 2, Wf SPECIRG FNNHHH711L1 f" an«. ; tAw�1+-,e» : rs: Gent m-lay wRl+c {e5a)Ma-7 FAtc te54)aem-k79T OETdSIiY OF 0.55 OR EQUAL. Pi. �omlq 1y,b "` -. :. - +P.. — - DUWNo N. I I ..._. 1 isms FI 1 WFIIM A 1 ar:. PE. ' SNE;T2OF 14 -6-A U U U N N O � -� N C_ .0) U a)U) a^, O O . W a _O LL O ^^'' W L_ ^\ W .fir 0 L CL A,� y t— -0 - 4"FO .C_ _i� cn CL Q d 0 e , C= 7 ta OO u +.. rL:�S 61 ram.� C C„9 mC? t`,t RIB »n "= _ LA_ �;L6CL. CC O Q N -J cc < N Y N W 03 Cz..c . c C N 39 CLT w 4E1 N N .alw,} U CIA3 = CJ - N CY •R >, " 6, = 1C C_ ac d U N Cn _,�, L. = CIO > O 0 C/) CL CL a) U w O OL — UCD� MI y/� r L. W Lu Q Z Z Q -J d. SHEET N0. SH 1.41 ,z, /18, EZ 1 W/ 18 AWCHORs ,•., _ ,...__ '( SECTION EZI 4, ALTERNATIVE UIW ON SHEET I$) _ 1• N. M1r1 !e` IME NOTE 2)�NQTE Tj POP RI ALUa,iNOu f*CP iY'tk? LAST 7=AN€L{�1 TO 8E INSTALLED AT EACH ;NfNG SHALL ALWAYS flE 70 BE IN TA REAR OM INS TO FACJUTATE INSTALLATION li IN`r}SDID i t ( t Y R • r ! � � k � i j � ` 1 (� � I ' I I , � � I � E.. i ! � Ta $£ INSTALLED FROM INSIDE OF STRUCTURE. I l I • t 1! ( I I € rtivaEt, i NOTES _.T_-i Y.._T--T_ ... T- T_r. --, T.._.,,-,..._r r 4._T_,_.�. z._.. --.. ;._.,.. r-..,.._r _. ... _ .�.,..f _-r. •i lt), OFFINLtQ ,SlE�E_RiG,r "@ ", F-Z W+NG STORM PANEL SVS?EN 1 I (END t'AP:EL) i t i ttrtiERKIR PANEL) (INTERIOR PlJac'L1 I (INTERIOR i>At3f3.: I ! _. - M,t2 CONS;"_ NS OF PANEL + CDnt TRACKS 'DF- & BOTTOM. 3 ( (END PANEL) 1 1 I :TEE Np rS 2. 3, 4 I � 1 1E ! { %: I r 1 �E Sf,£ *iGYES 2, ✓, 4 i ! (23 END PANEL[ `"FiALf. Atw:y�Yc pE CDNNECILO t0 00TOM IRACK I f i , f ` o j I _ f fi'O' OTHERWISE A STOP BAR yly. FIA1L. BE .AIDED AT TOP OF SUCH E 1 J j E I I..-i I [ ( i I PANEL UENGn; PANELS. 1 ...,, ( E t ,_„{ 11 11 i B (S) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEG':70N ( i a 1 [`-•• , , -"( i " ' SHALL CONSIST OF 1/4P-20=3 4HIS w 7fB"®x f32� VHrsG L / f # NLIT OR if4"pr.T/d" M- THUMBSCREW IHTd TAPPED SoT-mM TRACK, LOCATION OF FASTENERS MAY BE AT OTHER OF TWO I. 1 l e 'f. 4 I ! 1 i [ I (5EE cE1r1tON5 15 MPe}fAtf:,Ei EXT-RIOR >1AT riMGES OF END PANEL. 2 € f I II f I L.. I �. t. Y , Wit._ F . .,,� . .•.. I, ".� ". 1. (d AT ENO PANELS ARC To BOTTOM SE FMA ) TRACK DX! TOP) ATF`CTVO STOP OAR OKLYNUSEDOT ,,.,� f - .,.._ .. _E.._.j..- t .... -.-.� -I ., _ ,... t €.....,.-r f-Tl T- wXt (t TDTWO i E ;f ( f��� �`,1 _ T_�;'_ ( �[`=- I F �� { ,t j( PANFAS SMALL BE CONNECTED 'D 80TI©t: TRACk USING SPECS i +,1- iT�r INDICATED ON NOTE •�, AfiGVE. IN StiCts CASE, CONNECTION *3+ T l t 1 I�'C-E- ? i-- 41 t I ?""T t .ni t i 1' �JJ_LS"J...t_LLJJ1llJ_J_LRL'JJ1LL_I_i. 'CL1u'.LL.LJJ_L L._l.J1aLJJ,_-LLJJJl-___L a PAuEL'a TO BOTTOM Tor^:+: fdA+ OCCUR AT AI+r,• PANEL LOCATION SET NOTE 4SEE M`n IE W/�L.oTi NOTE _ " T" III, t INSTALLATIONS ONLY VAUD FOR WIND ..._ ANDHONS SPEED UP TO 779 r,r.n.h: ..._.—'ISEE SECTION' E21 A Ai"=ERNAHVE EZIW ON 5MEL'1 Ta) .-..._ _..._.._ ._� EZ1/7S, EZ1W/i$ TYPICAL V 000 E—Z HANG STORMPANEL (T)SYSTEM SCALE: 3J32"=1" a.a8?'{NN WcRah =t f ; 1r4 �.,, f; War.GAP (. t;.... r�'}�,{ t SSECTIQN A —A ,t41}LtttFtNiNltfil/II SCALE: 3/32'=11" � -P"7ft rl✓�. Q•: ''. EN. "';'P' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zama tFSA, ro F.P, IYxm L 441 EIS URAGE GALVANIZED 5TE£l. STORM PANEL STATE()r-... ..__. _... : GLOBAL PROTECTION PRODUCTS, L4"C< �A,F ' "� '• F P nU Ycart r0 a cNa+NCENwa touP.N," w s s+>3Eer "-.�OA�; tDRiQ m s. mina. m,man.n.,w 2D-175 `•�s` (4MT6EB-Ta45. rA:.. 1R54 )4DB-a737 ,' k r to --, ��A ._. FapagP IMntl+4 ran. M•' iE:R 1•, P.C. err 1tafivtal4lf ONATUrX.'aA:?i _` P rA-(Y]ama 1141 7 NALTiR A AA Ya- W ENLD Ii 'X ,ti ENGINEERING EN[3INiLERIN13 EXPRESS PRODUCT EVALUATION REPORT September 15,2020 Application Nurnber 1 8f 1- R2 EX Project Number. 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road Vilest Palm Beach, FL 33409 Product Name &. Desooption- 24ga Galvanized Sleet Storm Panels Large Missile Impact Resistant Scope of Evaluation. Thal Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commbwon) flute Chapter 61 G20-3,005, F,A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edtlon (20201 and is, far the purpose Intended, at least equivalent to that required by the Cade. Re-evaluation of this product shall be required following pertment Florida Building Code modifications or revisions. Substantiating Data: • R UCT EVALUTTO PRODUCT A N DO U G MENTS EX dravnng #20.3T543 tA1ed "24ga Galvanized Sleep Storm Panels (HVHZ & Nan-WHZ)', sheets 1-5, prepared Ent Engineering Express.,. signed & seated by Frank 13ennardo.,. P,E. is an Integral part of this Evaluation Report. . TEST REPORTS Uniformstatic structural ma has tested in a with test ra 1 s performance been accordance w TAS 2p2 t standards .rest Pa pe ref(s)fBT-ASG-17 Ot bySI itckwatar Testing. In c. Large m salte impact resistance and cyclic loading. performance has been tested In accordance With TAB 201 and TAS 203 test standards per test reports) #ST-ASG-17.001 by Elfackw ttef Testing, Inc. STRUCTURAL ENMNEERING CALCULATIONS Structural angmetering calculations have been prepared which evahlate the product based on comparative and/or rational analysts to qualify the foikrMng design cdteda: 1. Maximum Allowable Spans 2. Minhmim Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160-SW 12" AVENUE SU17C 106, DEERFIELD B BEACH, FLORIDA 334.42 (954) 354-0660 1 (866) 396.9999 TEAM@ENGTN$t.RtNGEx PRESS,COM ENGINEERIN'GEXPRESS.CCM ENGINEERING Page 2 Df 2 All American Shutters and Glass — 24ga Galvanized Steel Storm Panels No 33DA increase In allowable sines has been used in the design of this product, Separationfrom glazing is not required fro installations outside of wind zone 4 and essential faciffiles, impact Resistance. Large Impact Resistance has been demonstrated as evidenced fit previously listed fastreport(s). and is accounted for in the engineering design of the, product. Wind Load Resistance The product has been designed to resist wind loads as indicated in the span schaduler(s) on the Product Evaluation D ment Le engineering drawl respective ocU { g g ng)• Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document J E. engineering drawing), along with all components noted therein. Product components shall be of the material specified In that products respective Product Evaluation Dominant ti.e. engineering drawing). Limitations & Conditions of Use: (t h - product shall all - - st ' accords h respective Product Evaluation Documa Ia- Use g thre prod h be ]n nct nee with the pacerrt C engineering drawing) as noted herein Ail supporting host structures shall be designed to resist all superimposed leads and shall be of a material Wed it) this products respective anchorschedule. Hold'stfuoNre conditions wt-rGfvite not accounted for In this product's respective, anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All mm Ron nts which are permanently yraal ed shell be protected against corrosion,contamination_ and other such damage at all times. This product has been designed for use within and outsldethe High Velocity Hurricane Zone (HVHZ). Respectfully. N " fe Frank Bennarde, PC ENGINEERING EDEPRE-ssR` #PEtX 40549 I Can Aid. 9884 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 3344 (954) 354-0660 1(866) 396-9999 TEAM@ENGINEERSNGEXPR:ESS• CON ENGINEERINGEXPR €SS,CoM T nNA H ufJARDO VF a:n-rp ' 44.Aa robe -J4-PF :aI _ I.LI ,•. _ l � ,c' P.- I,.;u � ,,: x f, ru rm ce 6': ?<,a"� _. ul .„ .,,, +.n' _ ..•+.,�'.a - ,t°alila "Ix < G[-r-Ltx+t W lx4 na.Eg, n, YW s Cn\tTYrr ��2- ry*;lL ry .CIWI L. 1,1 I:,k :.�n 1F1'i E TY+ k e.,. yt a pLihil. .-INeq . ' 1 1'rl UY 4 Ii" fN / q2 din, t4 y "' 8 - wk a "I S4 =I ! T i `qtl! IN a I ;1 r Twl*a t r - - I $$ m vas a' f F r ct� a rpt i, N .t �6 • I - a. fit. xl II N k 1P CIl r'6 .--r3,r uLl ..r 1- 1 1 z 5 J 1 �x t.aae' C H-eJriR*. Lxr»Un4-rJF4r_ L �m r.. • ALl_RNR EHIIILIDUi A-,- - +` ': I ]N' . ,1:JR < l �-` p n. FIDUNTlIh:E%TRUSIOPI9 /J _ :! l - #TYN. P ❑NN , U HFL a F f LL I r l HC[1LtNG! -Obn MOUNt N 9[CTIPN V1.rq y Ucl Y 1 Y.. r7 N W 1,.111 S-f.l tIN L J❑'1, Zq ¢ R. flrr L-rt: .ry - __I: LLIWi I coil lLF "-1 1L OLINr H-cnaN _ -YH fart bb Jq rF� 3 �I r.-,' H J a-:•t` t.. �_ - v,o_ J. 1 - q Im V fJ1 D w" arr�r rA NNtt W ~ N 3 tl +'P Iflr .irnN F IrR Hr _ Ya+LM VARY. A lL [MI 4 �i0 rrelF+ m::o .a,- „ jtcre ri .I-:.il.cl.ir Q / �-�-a.+ I•r Noon - qI urN,:, -1 4N i, n.r+;.- J r1J - - zw...' cuvn ro-L Nl' ::Q � g it iP p �m 6 7 €m r, p{ $gq a s�•i mil, a. KC6 as 1_ Pa] IF 't:a�- ,c �., ,. .HI. �. _ '1 _IlN'J an r cU ^;5 cis hUI i'a. l= IT r�Ju !Y' I- c i - T Id V _ 14 R (rFEC LIE �F"l,r. =nl�i . A.. h .:Syi Jtt-d zr R ' I nit s - I ail: mPrNanFNNrIlteermOE RA. t DR: $ RT TJeit.+ f „a 1 ti�w l i. ICr•'-Vi .31x..L nF"L,- �r IIT.., I•.M r - 24A-31543 D - ,•I^v. '+t RM6N.ORKXSPTICN• 1I_. L ` E4� [ �'ES � S[. tt /;;"tAPilaNALT❑D?&r1TD CLr5911JRE❑�NL .H' + ErT`II T. rFPF .,� tr tti� m Iti. si+a. ai'I ! rn•�'` Irr Jr ...'a+. 'r l[K k/flt[H_I Mt11,W ♦H.I nN _Z T T N TR C ��{�#SnNG PiiUitED I� ;" iyJNCREIE. DN rT-1.1� �4`a TAPtXaN CONCRETE OLOCN `" J I,NCHbR 0 12 .0 : C, REQUIRED, r; Ti - , �'•'I 14k,' HEX HEW TER art 7' HEX HEAD TE!t W000 HEADER _ } FROM REAUiREn_ '�- 1' FROM MIOHOR # t2' O.C. 'r�,rF• - _ WEDO G064- �e; I (1� __ ,{^�- EDGE #' Y ED a i h'• mExIS It _ ` S,S sosmar t f2. 11 1 Mrn, E%iSTNBG N TO C1:A55- r _ 3f•.9-y plgy-rING f1^SEPARATttt.-_ ! 3/1b'i 'II I ML .20,UM P,IR TO 6LA$ S. .4.UM U Pop �-. i4hSS Gf,A�S'-"N , r-1 li -f 7 i RP•JET N 1 Him t -S' tJl's-E ,. _ PN#Eo.. AX• t MAX.MAN. sx �z.Ts a .. +Q N , 4v-xar` A A Oh14.0° it { i LENGTH # to sills A t a # PANEL LENt;M'. I Ds u I ..._k_...... A._....... _ 1 __..1/4"Y-20r2' 9-' SEP GLASS.; THUMBSCREW a� H TO G1A55. 9 i -{ EPAPATIONTO f Its— _ a I f4"a 20a2` OF 1` It 7777777777x��/- LIMBS, REW It I T i (' 1 j 1/2' t_ ANCHOR TAPoON f 3 E7(r;�,tYNG POUREts 2 v4' IMOOR ANCHOR"CONCCoNcRETE Dat.00K REWIRED. WALL k40UMTING WALL AIOUMtiNf, SEC€tf5hi E?tttEIiNATIVE E13 SCALE. 3/8-1" SCALE A�gAglrSfaNHIFaaAA, Tr4; se., - •' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) N41E5:Rn L,EW, c• r . EN. PANEL GTY1 roam safi M L£N �Aj t). GALVANIZED STORM i. IMSTALLATit}N ARE ONLY vAUO FOR MO. A,5.0. DESIGN SHALL-6" ,A. : -W -�, 24 GAgE GAL ZfO STEEL RN PANEL ISwvwN 9a.. PRESSURE RAnnG +/- 40.0 p.H,r. AND 6` 0" MAX() . . _ PANEL LENGTH. EA -."._.... �~=*.:. ! w iw ii iNC ROTE TiEi PROD i r LLC. o7jztTT�//ae]m "' � •Nmm x'x cF EHCrT 2. FOR NEW WOOD FRWE CONSTRUCTION: WOOD OFr1p 'Z•c7 TrfASC ,HDLnxa a E Vim COMPANY sue„ 20_t75 --"."n'P,Oi '',y'/ .'.•..� sits MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC wm3. raLU roll-raaA Aa;,'17P.-'Tat P.N]t,E: (4%�-?EaS, Cab, t s•Mam^maBr ^"".• DENSITY OF 0.55 DR EOUAL. - - t�-....il'--�..r-.--- wowt,4 NLN[Rat�,tx,tslanAFVHEJ'a•TE Tit " mY4}EN A R1�. BP£. QR tY-f•F LtiEl le ar L$ - .... ALL AMERICAN SHUTTERS AND GLASS 24ga GJALVANIZEC STEEL STORM PANELS �HVHZ & NON-HVHZ) M a BOTTOM i . TYPICAL VERTICAL MOILW LEVATION N T,6: ELEVATIONS TOOMOUNT (C ' Lm61s 1iD) SRfEQq )SPAN ABOVE -OBSTRUCTION) BOTTOM w M INY J I.t tCONN TYP 3 x E N a O —oas aucn m 4X (LOCATION MAY VARY) a z` OWM dCONN TYPE t, REQ'D) BOTTOM MOUNT (GONN LInw- (SPAN BELOW T'aPE AG REFf'D) DB57RUCrIONI AS REQUIRED OPTIq NAL, W-21) STrTCH 110LTS WITH WA5HERED �PAIIIUSMAYSENOTCHED PROVIDED THAT, CONNECTIONS AND A"'N'SS,AV USED WHICH BATISP/ WING NUTS FASTENED @ SPANSABOy.EB BELOW/ OBSTrr1K:T13N OVERLAPS 9 MIDSPAN IM&E APPROPRIATE $PAN TABI E) VERTICAL MOUNT ELEVATION NOTCHED PANELS-. . 1. N.T.R. - ELEVATION ALLOWABLE PANEL SPAN & GLASS P SEPARATION SCHEDULE: 24 GAUGE PANELS (-`-- k " MINVMUM 5i RM PAN LSEPAR TIt1N ROM 5 0 E A F f 7 I 4&r35ENTiA1. A Un6i heVt WIND 'ONE FAG C') ,1 MA%iMUM DESIGN I dursWA T I' jj(j INSTAILAfIUNSIfSi INSr-ALIATIONSGR�ATER PR R ESSil E : SPAN iImAAI t THAN 3a ABOVE GRADE tHAN 3D'ABOVE GRADE SPSFt , -- r i5 i'}a Dl 4 Ba t 2.161 6 L-_J+1D ! 13a D:,n - — •(4.--�-'itb.P fat sDs en---a.}s=n_--- -- — 505 n 2.; 54Fi 0 jj. 61n _. N-55 105.6 to _.. _-. -_ i 611e In 235. rA N 5 ri t S: � �, uUL.t IIJU I t X. ENTER SPAN SCHEDULE$ WWITH NEGATIVE DESIGN LOAD $ PANEL FASTfNER SPACING TO DETEWINE RAXIMVM ALLOWABLE STORM PANEL SPAN. SCHEDULE ISACCEPTABLE FOR USE WITH POSITIVE LOA05 LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. P4 F 2. 'PANEL ASTENERS' ARE STUDS USED IN CONJUNCTION WITH A41 MEXTRUSIONS ITNG ("F-TACC. STUDDED ANGLE, IETUSEE25 D.C. PANEL FASTENER SPACING TABLE VALUES O ALL ,H--AND-U`-HEADERS ddNCDING BUItD OUT T. ' CONDITIONS), } 3. iTNEAR tN71ERPDLATIO+S' aE7Wt3:N LOADS IS aCCEPTABL€, OTHERWISE USE NESai HIGHER LOAD. GLASS SEPARATION NOTES: t7 ENTERSPAN SCHEDULE POSITIVE Oi LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM EOPiENI G TO 8E OT'EL. ED 2_ SCHEDULE 1S REQUIRED FOR USE WITH POSITIVE LOADS ONLY, FIf l LOAD. LATfON BETWEEN LOADS 15 ACe`-EP'rABLE,DT to - No' USE NYEt1GHER, 4Cttin LOAD. F ESSENTIAL fCNt INSTALLATIONS N OUTSIDE O THE HVHZ AND DIrfS10E OF i ST G 5 TSL T RAT FA N ASTM D ZONES 1 THROUGH 3. -HE S SEPA FO,N autv�s t wtN zD ouM GLASS SCHEDULE 15 N07 REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 RIBOUIRED. 'n�I` �, gNKEFNN•1N0 vE k F£1 tG 44 LAr 988' MAXIMUM ALLOWABLE � �'r Dl,�k DESIGN PRESSURES: I`aT4 ,ay AS NOTED IN DESIGN DESIGN NOTES: SCHEULES «pF POSITIVE AND NEGATIVE GNP PRESSURES CALCU DATED FOR USE WITH THISSYSTEM.SHALLBED_ ERMINED PER c. - Cm s SE TE E I O E AZT T PARR NG DE. PR IN ACC RDANC t H HE PR RE RE R ppULREMEA D GO R NINED I 1ITNASCE i AND i71AFi€Fi TP el m PERRINED 1N ACCORDANCL A 1609 OF THE FLORIDA BUILDING CODE"SHALL BE I.FSS THAN S dmlui u ° f7R EQUAL TO THE POSIrIYEOR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY > ASSEMBLY AS SHOwN. .: GENERAL NOTES; C^> I THIS SPECIFICATION HAS BEEN DESISNED AND SHALL BE FABFIGATE) IN 4OCOR C'Ew H EIREMEr77s OF THE FLORIDACODE OAN iTH.T E qU E tr W SEVENTH FU 1pN (aa20 Fi7R,U E1N51n6 kryD tJUTSI❑EOF�TNENu�Ha PaR '�e.0 9 1A6 BEEN USED IN. THE PRO]EC7 5 SHALL 6E RESPONSIBLE �,. ' OTHIS. DESIGN WHICH m CTOR, M SHALL ee 9kQUrzD YN 44� 'r+ PANS coriITTAINto 'AN $ ti .ALCaLATLONS As X G7 I 00E5 NOT PW"DE RIONS DIFFERENT FROM LLJ 2- : FORtOISE a i N¢57ERED t5 6 ON MAXIMirUM TESTED ROR 3 Z 3 [O OTH ERWT5iENAYED. :I+A'.ITH "SDEi:IF1CATIDN$ UNSNUN ASSO04110N, CAL uF tL ,CODES'0241 urraRA llP.l3i'r 5TR L q LL I1! U A ALHTNUM ALLOY, HANGEDASRCL.: ,a THIS DOCUMENT NmUM(1)LABEL MTIDN; VISIT ECALC.10/31643 ❑ ■ �r^ P n1R'3-sT=FL [•_ili•T v'-3 man e+Stt�IIN❑E%PRme CDINBIaRE ■ �rl -p ,uwlrrormL meroeTseRE �ul T MINIMUM ALLOWABLE SPAN SCHEDULE - - TOP MOUNT 4 Sx S � BI Y m s LJ Y -W Headm, a' 0' 23" 34" 25' itr 24' D' a4" 2a' 3e' 13uEaate `U' Header D" O' a" ?i" I ?4" iS' 2Y ^.0 T - 24" 33' 26" to 2Ra s v" air o^ m D" zt" z a 2$' 7-1 2 4` ff 2Y 23" R6' BrRdauE-"F"Trtdf 3 a" 2 4' 3t9' a ' B 6D" 2D'141, 48' 46- R 2a" 16" 2 '�"� a K. rB' 3G" ,S3` � Z5' ST' y.. .1. 22" 22' 1.i""� rig» 3t1' "Y7" 2a" 22 MP.I"d' D-L, .4" sb` 2E`"fl" 2a' 4B` 24" H.,MH tveaaer a, O' 0' 2T ?5" 2• 24 D"Tlxk I 3 4 2 3D" 4B^- 41r 30^ 4B' A'4" 1f" 30" 3T" ,1" 3P 23" 2S 3R" 2a" 5T` Sit" Eb" 31" &:y' :B` ],AN n .Dd H TA& E 4 Rb . Vr Aar raai ua A,i.f IqM' TQ¢DA BQ C4 NPI LENGFrSLt-4'4 K,54 CTE M'l'.EPiAm.L& 'A. Dh9A'k] #11aMu ISN a Nry •. DAN&t PNUTR i£UR£A"eA iHMV Mh pl4:n%i N:,4 +t�}i� ' N E5 S.W W5 =4A F#IU rN L 7 ,mot `ErmrnvE tea camml t DN navy .. PR +<NUNn rM 1 f ' itR S R I P + 3 :tMu* turt5 tN rn6 x s2G �. :YrtERN s aE ry yuE rwr f rkv sE w, T v»m' n Ia nseP wl oN rrom swtl -PDr uFrn i'c U ❑ t glaUtLa7S4i MO kG MYJt DAPS. ¢EQU f r Ya1A53 '+° 1 tAH>,.E pN,,ES:JEOiIt_.94N,I?+dAV[,rb,Wi SrFrtu 9oL`Si ANadly, PANEt5s,30*h ViPt+PaNEi ,b FASYENEk1 ST 3' a.¢ t �H' D C 5 PA 5 rM .: ]6' MtNIMAr•. USiNi- W T ! Yrtl:OarIINM T pN TiOH QDSURE Pam' lift PAM ( i,`35 aP _ Ba !iPEN,Nq 1PEN C>E»it'R". 4SSt3G s•NY Fa:Wf.'ING GNGmMI SYrUU,bN rN PSEHE aFAunNru { \\ OPTIONAL INTERIOR FASTENING DETAIL L. N.T.S. m~ tJia�" o m� Z a U 4 LASE PANEL 4N£Y�l3 �C+ (� LV M q ' fIM NFERI9A 1 S n_ AadACCFa r tut PANEL d r,-zu,,•s.;.sTaEwxFRo.CDR J aACMialE Seri[ N nrau yS af• «Du ta!Fi+ Nur 5 wAsrcEm€D wlNCNur .Sri fNSt:eE i4i'E . IS + t AL34NE SL1rEtq STUD wASNwEs w! T 1.d 9 B' b S f'_aNNKTS rargM Ma„Ht ,ggpp l(I� hh t- ( PANeL, IqN m AL=A4PM 'R lisp' , CfYFi.4+5•E A5 AE ' R 4 s. GR'S1Tii EaNCAF'f - ai +vx;Dw ,N•asr. mR -rNs,sA anwas itr a'L'A+dtrl,Yr Ma1.F iNE vavE ClvfN,N ancxlo4 [(Ptlp'arrrArllKllawA'OOfE 20-315$3 >W9a iAaM}� : SWi...:int TANI E, itr ETS1l. "Ardz:xb]nCFM to iC�.eSYi WNEtt ©PGRESS PANEL DETAIL INTERIOR FASTENING -rRiN,Y ❑n1NArd)0 F[ FPE+�165W �85 sL �: r*z.25o,r ti.o�a".-pr-aOEo'So � uaauslvDz `..n - f-3,250„ o.. O.i30": z Y h.9^tiI"'rJ r_ S35'• ' Di694"I I, LZ5" g = _ D.L25a. IFS GA U O 4 0:09gP Rai :09{'---ry1.120" TY'P TYP - S 094 �Or, L 99D' 't.93t1u A10.062 ' 1 375' 062•. N �0 L25" „ II ... LI.O5 " P 1 D I -I ❑ l- I 0 2-an _ a ,250 --� 2':pa0 ( . -W dwr 131 .. �.12!".. 1i18D' �.7i' 1-EA13CR ] " R. �9UIlD�bUT 'U" HEA❑FR {.'4� G 1J-P� g- elE 'R S W N�g�yL 3 390" MAX 0.3135' 15L 1,560"V---1.L.56Q" 7:510" II' 0 35S";''{ .li "g D 776'u ODA835'" 0.3?6" D.15Z„ fir! I D�179 -'p 555 g.14 . 0.190' Ir r rD:b55' 0350" L.iXJ7:, R0'. 33" N¢ � }T2.50D" _PANEL COVERAGE �. �_-1 9,@B6" B 5 ANE LE . arEHS ' 11,25 i, P. L N H- �' 150 �. P. 4..7 ... GT. F+.. K. '�ln�I�$-�A'� � �� oirifcnaN L.... � .,. �= alAr $E 0.1)H5 - 0.256" ' D:DAft° D.oaD" r12,o f D:710 Ro 13s'_... 305" TYP. --II TYP. �" oQ:e9Rr+ert(uls i3.21s"Zls t a,7oa aUIL�OUr 'f`. 1RAOx"� "c ,�R 1 pA51.EpEr! A `DwT- OA57 3 rI _ YtAlNFR IL r 6376° U C11d52u. ;l tit, J ;:..Uk)a •Jh ay }. a F90"�I� 55$" g +�'_ : a,-qr,r„art lei nlr, n I IIIR[tT1DR u L U'al �1-3.00D" U.1Z RB ek s ai ' Cure netatsEe x... a "F' ANOLE - nUCk tEA`FENOEo1 d ^� ZZ a Z R �Smry;�4 Y .LI"._v C.. CATER y I Pll2 al I ,:ill>t:!'I In �. :OVERLAP 25" MA X :.> 4 MAC. P,+, CDRt1ERCL/511AE bETATI !R D.1196" a Ee {� .ss"trax, t3 5l o MAX. .i-t _ n .a �N^1-r Mrrxr LU �rta�eY>rn l,r BUILD -Our .nr.,At•--,a �r err. u+- t.v f1 DISTANCE •dJk l ,RHI r1r I I. MUrNII !N F I r; lu ew,-an J ADD" J W­­ e Ix u", a _ -EMeEO 1.00D• waI • 39717'� .,!•: F .I r:8�5 OVESUAP w i f a u•:n, r.., - ,>v M ' na+N, r, O.u+AF I„ n m gg ]s" A MX: (&Ti.SDd" � S � r ri•i2 D '=S i1.ls,., Ml N. , y' d.SOA° sr 4' FR1X, lgs� yt MIN, ,Q]4' '!N.31CtlRItERCLOSURE [i�`rRil EMBED''-�-r D H!NR❑UtR CLOSURE DETAtL 7H. rw'@N.B B AAA is k 9 PIWNIEIINIRAON2-. 20-aiS43 ' PANe eE4eR11L7teal: `• LJ ANCHOR SPACING SCHEDULE: 24 GAUGE PANEL$, PANEL FASTENERS 9 12,5" O:C. i���®C•'6'asi'u�l�®Q•IL•i� MESA ElOEi�Ei� • - ° 01131 .1 •wry®LrL�B6�a�e@a - ' E��C1Gi®Eli®Wi� ° ®Fr•�• • E�E�EC�EE�E�� E4� EE�3®E//E�E�E4�E�� - E� ,rir M M % 711 ESE °�//i/�/ //r/, � • J//6 �6�E'�'f'%%/r,O�i, / /✓� �,r/l/I®� /li�S///, //;,®�%f/may,/%%i lid E�EffiIE�i�E� ' ,&d Wnetp ntitTANCp _ tr i NAX OE9EGN ANCNQR PRES9UNE TYPe R9F 4rAN I1V O A'-IY all AN P It, 4 fe' .V 'hN I1D S) 111�-III' GONN TYPE n. Q p C4 C4NN TYPE C3 Ca C3 C9 GONN TYPE CS C2 r3 -C4. A°.c2".ENB® Y 33 -12 41 46 H2 T2 5 1 6,0" 16,0 10,9" 12.5" Y6 0 16,0" 7 S" 1.5' 2 S6 7 lzT, iB. a' 160 HB 1 5' a 6 ' 1 / 1Sn" 51 ]2:6" I6 14 H' E.❑" a LZ 5 1 0" tl 7 ,S' 12 5" 36 0 14 S.0 ,7 12 S' 16 0 14 7 6.0" [ s x Lx 9 Iso 1 sS5D 15o 4' 1 7 69 6 0 Y2 S" Y25" 360 i60 14 + S❑" 7 14 T' b❑ 12 S" 1 6" X 360147 fin" 16 14 �" B.❑" S n O g A19 x x i1a" C14E¢'- 33 YnEW 4 WOOD SC 1 48 52 72 4" 1-1/ `r Bro 1! A 4 B3 F P C 'tFAS• 41 A nN y, 40 'h 52 T 2 t2 _ S le 6.0 O 1 14 1 Y 25 69 1 aA 1a4 5 1 a 125 Sb b'14.d ] a 12o• . 160 97 56 325" S6D S3• 5.6" L25 i15 125 12 =J lfi 0' 1L0 i6 ❑' SL.] 16A" S 1 1G D" o 70 fi4 5,61 1:23" Y2.5' 120 i2 :9' 160 Y6❑ itr 011 1 ' 60 9.6' Sb B.5' 66 916" 5.61 L] b'. 1215` ]a 5' 12,7, 1 :5" 2 Sfip S. 516"- 6 15 ❑ E. ­" $6 0" 4.5^ s-6" 1 0 0: " 6 3 2 t2.5 1fi 4" lit 3 12.,.. S" lb 4 9 2' 13 5" 1 A 3 a" 6 32 5 16 0" IL46 12.5" 1.6 0 9A111WM 121VI SBA 1 9.1."' 125' _15' 16.011 JOS 3 5.D" :91 12,51160 1 .5`I'll. a 9,1' 125' 16.0 4.1" j1U' a 78" ENEO, 33 - All PAIN I Irnmz.'.,41 wtroo BllSNtNC 4e 52 - 72 1Z171 16,0" e.6 7 3 12.5" 15 L2,5l 16A" 70 6.9" 32.S" 1Z'V' L2-5 15.4" 5,9 S.fl' 6,25" 1La' tx5 14.2" 55 d" b.x5' 123' 4n 6.28" 1Z ' 4.❑" 6d5, 12.3„ 4T.- �b❑- ,r' 6,x5. 112 3" 4 i" ❑ - R 6 .21" 12 4.T" +!.❑" d ANCHOR NOTES: 1, ANCHORSCHEDULE APPLIES TDALLPRODUCTS CERTIFIED HEREIN, 6UTONLYPROViES 7. MBLEANCHOR5PACING, MAXIMUM ALLOWABLESPANS AND PRESSURES INDICATED %IMV ALLOW.A SPAN SCHEDULE SHALL APPLY. A ENTER ANCHOR SCHEDULE BASEDrNN PANEL FASTENER SPACING, THE EXISTIPIG STRUCTURE 7ERIA A- ANCHOR TYPE. SELECT DESIGN LOADS EATER THAN ORE ALTO NEGATIVE DESIGN 4A E N R Lu AN Ru .DOA aNS E A SELECT SPAN G(lEATE T EQUAL Situ 5PA GT cDHN,CD SHUTTER AND R THAN QUA SHUTTER NSDET SHEET'TII,ra TYPE BI%SEO ON APPROPRIATE MOUNTING CONDITION )SEE MOUNTING DEr971S bN SHEET F NTIFIC TION LIEN 10 E 1, ' 2 OR IDS A OF USE N TYPE F 3 '" 'PANEL FASTENERS" ARE STUDS USED CONJUNCTION WITH L MOUNTING-EMTRUH DNS. P AL I (°F"-TRACK, 5Tu47?EO ANGLE, ) uSEH.25 O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL'H''- AND °1HEADERS((INCLUDING BUILDOUT- CONDITIONS) 4 ANCHORS HALBE WSTALLEDIN A-CCORDANCE-WITH MANUFACTURERS' RECOM. E OATONL HOLLOW BL O&T' TR ES-: L OR 14 C90 B 5 HD W C+£d! H S UCTUR HAL CONF M A9TM LOCK 6 MINIMUM EMBEOM SHALL AB : TEOINA CHOR-,C•NEDULE M ENT A E NT N ? NaNIMU EMBEDMENT AND EDGE 0 i EXCW DES STUCK FVAM BRICK, -AND OTHERWALL . W M LS ANCEWA _ F1N15HE< WALL FLN15Hr95}IFLLL BE LIMITED TD IJ4 MAa40R5NALL HE VERIFIED Y .OTHERS TO ADEQj1ATEL4 TRANSFER LOADS 70 HOST SJ RUGTURE a, CO CRETE A HORS NOTED H E1NSF4ALL BE EMBEDDED i0 UN -CRACKED CONCRETE ONLY. N EII 9 WHERE WSTINCSTRUCTURE LS WOOD ERAAPING E%STf GCONDITIONS MAY VARY. FIE LD 4EftIR THAT FASTENERS ARE NTOAGE2UATE WOOD FRAMING MEMBERS, NOT PLYWOOD FASTENING TO PLY WOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE 14 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED tN CENYEROF NGMINAL2 x9"(MIN)WOOD .S STUDrEDGE OISTANCEIS ACCEPABLE FOR WOOD FAMIG WOOD S D SHALL BE '50 rNERN PIN, G=0 55 ORGREATER DENS1TY TAG SCREW SHALL HAVE PAN HEAD OR HLRt 11EJ%E'a 11 REMOVABLE ANCHORS ARE DEWALT PANELMXTE, ALL -POINTS SOLI4 SET & BRASS BUSH W G L2_ MACHINE E 15.6H SHALL HAVE 1 - r MINIMUM ENG ENTE T'OF THREADS vi - E BASE 'SC(t ,Y t V J'2 N AG N T TOAD ANCHOR ANDMAYHAVE EITHER APAN -HEAD, TRUSS HEAD, >JR WAFER HERD (SIDEWALkEtDET) U-N.O- 13, MINIMUM EMBEDMENT AND EDGE DISTANCE E'ILCLU OESSTUCCO OR OTHER wAL FINISHES. 14,11111111 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 �c DIRECTMOUNTING FDNDITIONS_ 16 LtNEARSNTERPOL ATIDN 15 NOT PERMUTED FOR USE WITH THE kNCHOR SCHEDULES LI5TEQCN B 4-1 N CU U CU O� � � 0 O O O 0 O 5_ O n' W O L.L .� -0 u E 0.2 O L .� V�/J Q -cu cl- _C3 9 L W 1cl. � a � fo C= r a cV t tY N r d � Ve`er--•-. � i � d � • u rls CD c� rn -ca E �e U >m Cn -+--a U) 0 L irk Q Q �4 0 CIO 0 L_ /W/•� M P.I.N�/ W c G Q Z Z Q J SHEET NO. SH 1.5.