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36485 Well Hill Way
AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJorADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or 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 Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or KNVall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. 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 WI or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR, Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE REV. 06,23.22 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. s 12/19/20 5.00 FBC 2020 CODE UPDATE , I 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN I STRUCTURAL NOTES SN1 S3 S4 S5 S6 ST SS D1 D2 WP PA1.0 PA1.1 PA1.2 SH1.0 SH1.1 SH1.2 SH1.3 SH1.4 SH1.5 DETAILS DETAILS DETAILS DETAILS DETAILS STAIR DETAILS RETROFIT DETAILS SECTIONS & DETAILS SECTIONS & DETAILS WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL 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 DesignedArchitect 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. era O c o c CM C W f- N _-o cox R o N Y 3 2 a> Ji LI N iv y m �o N ; o y o. C'J26 r e=v o �r JD4 F' t 0 6e �. lyyl 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 8 Q o 0 :L- — W LQV �U"Zf i? Z W Q mLLu- a d 13.I. W C � Y OC @�m W °' W m W Z Co M Z Q r) IL ILW Z N (5 z N � o �z N z o � v J Cl- 13 N t/1 z 9 0 Q1 Ur a--+ W � MM U — O w S to c Y U W I J E Rif t 8 u,... _ U 0 c W �' N 0 • 0 so Z< W M Z ¢ Z Z wo -z o E 0V w� z 2oQa Z® ❑a 0 oQawz �gH �0o �C o mfnro o Z J NUZ <w W B `n C. ¢" o �� <0 ZZ 3° aZ o 'w w� ;o v zla 3 °� ` 0 L6 rn 0 L co r u7 � Ln Q Cr r f0 r m N Lri L0 M M L 0000 N r r Q LO LO w CM ` ;� LO o Z Z E r cc m a U Z Q p � JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. C S 1 11L_ _ I I EII_II '1 _I KITCHEN 0 r H TUBISHOWEF FINISH PER FLOOR PLAN KITCHEN 0. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR a a I' III 0� �0 INTERIOR DETAILS SCALE: 1/4" = V-0" VENEER KEY PLAN SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0 24" TOWEL BAR TOWEL BAR IN EON w // ON WALL ABOVE TOILET TOWEL BAR TUB OR SHWR. -9�8 BATHROOM WALL MEDICINE -1 ro 1 SHWR. VALVES CABINET TOILET PAPER ID CID sola CIS 1 HOLDER 4 q v 0z O- o � - Lo LL Q LL Q v V 97 N s0 <h N TTOUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS z 5 a Er w a C7 w °Q = d 4 U 'v DOUBLE RODS 50 SINGLE ROD CLOSETS/LAUNDRY KITCHEN POWDER BATH AC PAD 10'-0" O 35 SH ■ DINING ■ 8'-8" FLAT CLG. CARPET 11'-101, ■ O N n Im ZiS)6 TY 2 STORY is FAMILY 8'-8" FLAT CLG. CARPET ■ 42" HIGH 1/2 WALL W/ 1 x CAf . - '71 A.1 A' All 1'-4"X1'-4" „L" SHAPE CMU COLUMN --------------- ■ LANAI I 1 G.T. 8-8" FLAT CLG. A.F.F. I I_ 2'-01' I 1' I 1 HB I O I 6068 1 ■ IF NOOK 8'-8"FLAT CLG. TILE o O � 13'-2" ■ 7-7 21-A" AI-n" ------------ 2x6 WALL 2068 I D.W.lo Cell LO BF- L - - - Io SINK w/ DISP 1 ro KITCHEN 8'-8" FLAT CLG. TILE J NI 4) N in w I R Z T TYP. @ v OI I (3) x4 #2 SPF STUDS W/72J 2STORY BASE aTRUSSO UN ER G1� II II ALT -_ - - - ■ I I AC PAD Il 11 O(0 4'-1" 3'-1" 4-8 L3'4 T-2" L-----J N I I 4" PLUMBING LINE M I I O TO SECOND FLOOR ■ I I PW D . TP ■ _ - - -1- '-8" FLAT CLG. I I I I I I I I I I I I I TILE _ STUDS W/ USP OPEN U I I 1 I I I 0" 0" 126§8 PF. I r) O BASE TO ABV. 1 I I I I I D HTT16 @ I I I I I I I I I I I I I I 3 C141 I 21 31 41 51 61 171 01 11 121 131 141 151 2868 - S: ■ - EDGE OF SLAB 2868 U. FOY R S.W. 8'-8" FLAT LG. C Q H2 S4 C TILE 1 W.H. o S3 S3 1'-11 2'-8" 1, 6-2" T-10" 64" O BUILDER TO PROVIDE ' ■ ■ ■ ■ -4-NOTE: FINISHED WALLS APPLIANCE PROTECTION TO BE FLUSH. FIELD WHEN REQUIRED PER FBC VERIFY. LU _Jr54"X22' p Z ATTIC ' - - f= d ■ AccFs - a Q a ;ENT Y o _1 8'-8" FLA CLG. U ■ AF Fr ■ -------- ■ o LU I W W N - - G.T. - - - 42' H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE o o FINISHED CABINETS COUNTER TOP 30" H BASE w Co CABINETS m BO 4 LL •SIN F `4 'n a_ 1 2" v m 2x FRAMING 1/2" GYP iv " N iv �7 BOARD FIN. F FIN. FLR. x P.T. SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4"= 1'-0" 2" BEYOND WALL �0X LL >_Jm 2'-4" ---, - --- UARAG_E----------- I 3 8'-8" FLAT CLG. A.F.F. TYP, @ I I SINGLE I I STORY I I I K I I S4 1 TYP. @ I HB GARAGE I I q M ---- - ------------------------ ■ - - -16070 OVERHEAD DOOR_ - _ _ _ _ _ _ - - ■ ■ O 4'-8" L 1'-10" L 16'-0" L 1'-10" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S.H. 13 20X38J 184X37i S.H. 14 20X50J 184X50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18}X714 S.H. 1 H2 27 1/4 X 26 26 X 254 S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 } X 50 J 26 x 50 S.H. 1115 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 } X 50 S.H. 25 37 J X 63 36 J X 621 /2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET OH SEE SN SHEET 1 00 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 FIRST FLOOR PLAN - A 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'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. c+� tV zy c ,o t7 d LU � W J ty o o- � Co c CO 11 N _3m ac N_ W .p CN t 6 C'V Y 3 °'" a « am as c a C, s c � C5 °C 3 cc 3 L �•'4, a� ) c p c � � o a � 0 O V i /V /F�ldfrjJ o\\��' K, U F CZ0� OFESS1ON �y NN\\ i��l�t t � 11 I t►►������ 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 - Residenbal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q O N N C,C'm t i J 0 # ILu_ LL w M rNi v as a a , LL Z a Y 0 13ta tL S � z @ r_ o 0 r m 8 o = 'm r- cD m Lu W rn � pj j W d w N M Z 0 ,n (n F=- O U ❑❑❑ Z W V M � z z z Q � v�� N 2!f7 GA V � � 0 w to Ln 0y N see o J a w C-13 z o z E zo wo >M zo o z® o E 0 00 0< Z� wo WMz p� ro > C <o 3 < m� O Zm J maw 1,1 z<z 3 Qo W o 5 3 0 < oLL W U a Ow clam a r v zI< 0 3 �O L6 m f4 0 co LO IUD Cr r `°N^ T ^Q O = O C')L0 > 0000 N T < r ui 3 CD M M tr) LO o Z l9 z E r y m a E U � Q O JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 1.1 r r - _ - L _ rr _ r "Iwim1 nl��r. "serf -I In! 111 ■ II 1` I'l 777rI ■ 13 STAIR CALCULATIONS: QTOTAL RISE = 10'-0 3/4" 42" KNEE WALL ( (16) RISERS AT 7 -9/16" WITH 1x8 CAP 10" TREADS w/ 3/4" NOSIN & CASING 3/4" PLYWOOD USP MP3 CLIP EA. DECKING STRINGER TO BEAM/ FLOOR SYSTEM TYP. FLOOR SYSTEM "' 1 13� 14 -\ 13� o 12, 1 011 10 42" KNEE WALL WITH 1x8 CAP &CASING o - STORAGE B o? UNDER 36" H. CONT. 7 00 STAIRS GRASPABLE 1x TREAD 6� RAILING (TYP.) 5� 1x RISERS 4� 1x8 CAP & \ (TYP.) CASING 60 3 2x FRAMED 2x FRAMED iv 2 (3) 2x12 WALL WALL STRINGERS 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION_ SCALE: 1/4" = 1'-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) 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: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9116 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. 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 1112 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 provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. 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. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH rIN CONT. HANDRAIL RETURN TO. WALL DETAIL. B/ SCALE: N ,)rr n" E4 I D2 I I I I I I I I I I I I I TYP. @ CONERS SIM. w/ (1) MSTAM36 FLAT STRAP SIM. W/ (1) MSTAM36 FLAT STRAP HANSON BOX @ 36" A.F.F. -DRYER VENT THRU ROOF. LAU N 8'-0" FLAT CLG. TILE iv N 140112 RFV 10 1 9n C:AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN T-T, THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S. H. 13 20 X 38 lJ 18 } X 37 1 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 181 X 71 J S.H. 1112 271/4X26 26X25 S.H. 1113 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S. H. 1 H5 27 J X 63 26 X 621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S. H. 26 37 J X 72 36 J X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 } S. H. 33 54 X 3811 52 4 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 <e>(2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET O 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 SECOND FLOOR PLAN - A 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. 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 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) C o N v tl� W O u a� o -� �mx L H C •� N -O N L 3 a a> c S E � e 3 3 d d a o .� a w CL c � �o a � All LJ �y.ID • Li \ �S� { FL0 4?oFe S S1 ONP \�,1 //e,` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E 'IN cb 01 C N_ W v0i in19- ZZ N 0 LL U_ LL LL W �o_ J °' a Y Z �o c103 itE �gm 00 CCI N m w ILWM Z � MZ a J = N O U � 0. W ❑ Z N M Z C $ U) � o v LU U 0 W s U') s �ln U ll l J H � o� L I mI yU c) o c U) aei s IIO N tm Z w M J h Q � Z � U- Z. g 0 >m Zo 4 N ;Z O E aLL w? Z® Co ry _ p E Mg a r °� 00 O Z t w0 MZ Ew CJD `= mo oLL ZF Z m J ym ti 0 <w Z c`gn 3 T3 0 w ao �w W a= O w > O cy'D V 5 a � Cc)3 0CD E2O = 0 ui m T {� LO Q ca Ln CD U-)00 O I N r r co � m:3 Z' C7 Ln o Z Z 0) E 0 N d3 C C a E .. N U J Q ❑ JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 1.2 ' - - ' - .. , . ,. _ _ , — i _ _ I L I .. Ill' I 'J T.O.P. 00 0 r; FIN. FLR �. T.O.M. 00 60 FIN. FLR T.O.P. -'00 50 FIN. FLR t FIN. FLR. ALL TRIM LINE ARE SCORED s1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HDR. L _ 6068 SGD FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 00 00 00 12 :�5.9 35 SH —---------------------------- REAR ELEVATION — A SCALE: 1/4" = 1'-0" 12 5.9 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5.9 5'-0" RIDGE VENT 12 �5.9 ra.1ra HDR. EXTERIOR PLASTER ON FRAME EXTERIOR PLASTER o -00 ON FRAME CJ FLASHING 12 FLASHING 25 SH Q3 _ _ 12 -------------- - 12 --,__J4 FIN. FLR. _ T.O.M. CJ / WEEP — — — — — — — — — — — — — — — — — — — — _ _ _ HDR. TEXTURED CEMENTITIOUS FINISH ON CMU is TEXTURED oo c CEMENTITIOUS ^ oo F- FINISH ON CMU 25 SH 25 SH N o0 -- ---- ----------------------------------------------------------------- ----S1, I ;__ FIN. FLR. RAISE BANDS OR FOAM PER COMMUNITY SPECS EXTERIOR PLASTER ON FRAME 1u/ F=7 --TEXTURED CEMENTITIOUS ❑ ❑ FINISH CMU SANDED FINISH ODODOa00Or III^.III} (V ib FRONT ELEVATION — A SCALE: 1/4" = V-0" W FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 5'-0" RIDGE VENT LEFT ELEVATION — A SCALE: 1/4" = 1'-0" 12 �5.9 RIGHT ELEVATION — A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.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 e•2 N 0 N o -o �- d -o J o "J M C M C /0 V N m x N t0 O N y O Q r.. N Y d d�=a ;a is y3 ar H o. c E ea o �` ����11111111i1lfl//7j� O W °Fdd G N � v CD .10F ,.• < 4j '���✓i� ,�OF E S S 1 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. 91 H o E CD co V 0 �% o � N m "o °� 1 M r'n04r 4 # Q � N CD4k V_ o) M � JLLLL Q. LL o. Z W m o2^W W Z uN - rnm J - 04 fh Z J OU Z W ❑ R Z N C o z � z V) z a U C1 _ � N � V C• LL, Cr t/1 �N c U ' w U o q c o • s, Q N o Z J z3 O LL o zo >ry Zo Q a E U w z _o ❑a H ra _ CL ro 0 C &� jo oQ Zc,3 ro K Z � w `o W ro z W� m o Z ZC rn J } * U y m r Q W sZ 8 F� �Z W ca <o aZ =3 ZS JZ w� '0 ;o v 5 M 0 C rn M m W L co T LO LO 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 NEMA 1 150 AMP/ 200 AMP I to lights & outlets ? to appliances and GFI ) to WH to Range to HVAC MAIN 114. 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished flcen oor to ter line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET F�Fw.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH OCEILING MOUNTED LIGHT FIXTURE FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) N❑ 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT ) III- 1.5" VTR 'I I I I � I I <\ I I I I I I I I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER H FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD kGFPER SPECS I I � II � If II II II Il OPTIONAL LIGHTING SCALE: %4'=1'-0" I W TT n S.D I j \ -------- ROUGH -IN FOR OPT. CLG. FAN/ 1 I I LIGHT PRE -WIRE I I BEDROOM 2 ' I I I I I I I L------------ -I dhP I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I L---------------------------------------j ■'■ ■'■ LANAI ROUGH -IN FOFk AC PAD I OPT. CLG. FA WP 'I/ GFI I WP G LIGHT PRE-W E DISC. GFI ' I DINING NOOK r - PENDPT PER SPEC _ GFI_ r-------- ■ / I GFI I o I SWITCH FOR � I a I DISPOSAL IN FAMILY L---� I CABINET IGFI 5'-8" CH GFII ; I ■ i I 9 I 5'-8" T-1 "I ------ -- co 'GFI v I ROUGH -IN FOR I EH ( I KITCHEN / I OPT. CLG. FAN/ DEDICATED I LIGHT PRE -WIRE I RECEPTACLE Q I - r^===,i / FOR MICROWAVE j � `ALT � ■ RANGE HOOD GFI( r 3 I I AC PAD I I PER SPECS ■ 1 I I 3 WP GFI / II O DISC. ■ O ■ M LI I I I l I t I I I TO LI HTS T D . OPEN I I I I I I I I TO ABV. I I I AND SWITCH __ ----- I I I IABI I I I I I I I I I I I I ■ FOYER GFI _ @ 44" LU ~ A.F.F. / I W.H. W z -� / f J r- W LULL Q 2 ■■ ■■ �/� / Oa W0 • / U J IDB / ° U ' ` J I I):�PC _ _ '! I GARAGE L U - L-------- LIGHT AS > w (ENTRY LIGdT PER SPECS o ■ AS PER SYECS - `a / GARAGE DOOR ■ GFI ■ � r------------ -- ------ ------1 9 I GARAGE I I I I I I 1 j Q IRRIGATION1 GFI @ 44"1 A.F.F 1 I I I I I I ■ ■-------------------- 7�'■ COACH LIGHTS OR PREWIRE AS PER SPECS / ELECTRICAL PLANS. C" !V O C%A ilk o .= CD 'Ci o LW o CM �! _ m K a U. 1 N tv o y N O to d �.c o as o a cc y d a C d o to 0 a w 0 M N 0 N M LO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. um W Q O vE M 8 N_ A J 0'-' y L'0' U)N 5=3 � -C 4 N @LLLLaYc� 0' ' d a _ z 0 z �i COS r O m N og-� to N J ¢ m rn°. W LL ILW Jr-w ch Z CD a04 .= I=— OU ❑❑❑ W z (D z N w U 0 V) �V) Of w c6 t- U W J Rig f— = — E � o U z9,� . i. c c U) N to I� o M � � r z Z J N� a o I— � 0. �O �Z Z <~ w= wz ,..O. i o0 ¢ `J N ¢z a°z w m0 Z' Z m v J �� m ¢ w ¢ a 0� Z Z g0 Wco A m o LL z N � oz i3 2�. o wa ;o a� lu z¢ r O— Ed U� E2 0 Q: L6 O m m O QL� — ICU T Ln L.n Q = T— y, co T N a m Ln O = O 3:coLn N LO CD N T T E M M to o ? z E m C a E J a Q hi0) p JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 3 _ ,l I r ^•�� .ui , '�l w�l r� i y,� "Q s I it I 4:1� 2 SLOPE 4:12 SLOPE 1 �I — — — — — — — — — — — — — ZONE-3 I ATTIC SPACE I 860 SQ. FT. I w I U3 rQ I N tri I w LU 5.9:12 SLOPE 5.9:12 SLOPE + o 4 v �Q 0 yA J Cn 5.9:1�' 2 SLOPE JQy� "Q y� w Cn Ci Ui w O 4127 :12 SLOPE `�Q y�0 4:12 SLOPE ZONE-1 ATTIC SPACE 7 1 288 SQ. FT. — — — — — — — — — — — — — — — — — — ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 288 276 39 138 10 69 0.0 0.0 0.0 (Zone 1) Main Film 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 **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 —A SCALE: %4'=1'-0" a+� N O N c Ln O a� > 0 _j u ai o C Cc V N r C {i 0. N N t O Q ram. N Y 3 " 0 1= : c m « a 3 M Cc o a en E c o a � `,`�,l�i��1111111IEEEEOlp�� ,•, �!t g F't O F��, �•�� el 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. 0 g �E 8 O O ui rn r J Q 8 N M ar ik LL C J LL LL 33Z 11 J LL a °> o MMP-wFe C� co�c o 0 WL 02" '. m 9 Z L L 0 -Z Q J 0 0 N J O U �4V N Z W El 1:1 0 z N O z � z o � v J d � N C7 w � U w cn ell ,� 1 U w ® l--- J E t 8 U o' rn d Q 0 N I10 J w M M J 4 Q Z = LL C C zo s° w >N Z o z® E p () t`6 ry _ z o o a o o �(a Cfl & 0< Z01 (aQi ` o W Z �z in <z 0 U mo Z Zm°� � J �oaW �z $ ¢b of go W rn m oLL <0 �w az �= � za 3 J o J w ; o 0 ° 2� inao _ >L 0 ui M (a 0 L co T U') Q 0 T a. co 'Nn m U+ O LO - m 0) 0000 N T r Q LO LO M ` Ln o Z M Z E T N m m c a E U _j Q O JOB NO : 23-06115 SCALE : AS NOTED SHEET NO. 4 I II In lil I' f_ WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w C CONTROL JOINT DETAIL SCALE: 3/4" = 1'-O" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ♦ •, r , **Alternate: The bars be reinf. shall ♦ ♦ Y �: cont. around corner by cold r , bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-O" 0 00 co 0 v 0 M J ss 2 STORY U.N.O. (V M v a) 0 co O co 0 25'-011 15'-0" 10'-0" 1'-4" 7'-411 114 n 2'-O" x 2'-O" x V-0" W/ (3) #5's E.W. %L� �r I i I T-2" 5'-71 „ 61_211 I 61 10" AC PAD J 2 STTYP *ORY 2 -8 -4 w n \\ S6 U.N.O. I ■ \\ ■ ■ ■ ■ \\ — — — — — — — — — — — — — — — — — — — -- M I I \\ I S3 I ■ I \ �\ INDICATES FILLED CELL w/3000 PSI \\ CON . ROUT FROM FTR. TO BEAM HVAC CHASE \ w/ 1 5 EB R VERT. ABOVE SLAB. I BASED ON �\ \\ TYPI L @ ALL PLACES SHOWN LOCATION \\ HOO qD G. DOWELS 17" \\ EMB DME T W/ 25" EXT. ABOVE SLAB ■ I \\ "GR D 40 STEEL" \\ 641 0 2'-6" 4'-2111 I r — — — n \ I.. [--------� I II \ � � ■ I II \ � I 00 T II 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. I I I \ \\ i ■ TYP. @ I I 100 \\ I 2 STORY ■ I I O 0'-0" EL J - FIN CONC. SIB S6 1 3-1/2" MIN. 3000 PSI I I I CONC. SLAB FOR I I N PLUMBING \ - I �ALT� ■ I HERNANDO COUN N STACK AC PAD ONLY 3-1/2" MIN. 250 PSI CONC. SLAB OV 6 MIL VISQUEEN VAPOR BARRIER ■ V N �• ���• -PEM TYP. @ SINGLE STORY A S3 0 EO 51 An ■ TY II —■ �� �� 0 U F L — — ER L_=_J STUB UP TO — C.J. I — 2ND FLOOR ■ FOR A/C 2'-6" x 2'-6" x o STUB UP TO 1'4' W/ (3) ' r- 2ND FLOOR #5's E.W. I FOR A/C ■ /y ---- 9'--81 K C o W.H W S 53 S3 I �3 1 /2" 2 O IY BUILDER O 1 3'-8'I Q p PROVIDE E U J APPLIANCE z z l > m IP OF CONC./ PROTECTION a i a VERTOBE4" WHEN REQUIRED U Q ■ ;LOW FIN. FLR. I PER FBC U � W > W I I 2'-6" x 2'-6" x V-0" - W/ (3) #5's E.W. C.J. — (2) #5 VERTICALS I A in W/IN FILLED CELL 2 -6 x 2 -6 x 1-0 S3 W/ (3) #5's E.W. J I S3 TB CD I I — — — — — — — — — — — — — — — — M 2'-011 x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 11_6" 16'-0" 25'-0" 00 v PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE I- FOR WIDTH 00 CO 00 to 0 1 M l0 v 0 F_ Z O O N ILL O Z H' O O 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 FOUNDATION PLAN SCALE: Y4'=1'-0" !�Vrim. co©O NLA- d�3 cc Wd=a T N Ga = E a � 0 P'0 `K/�f ����r'�i t116 `yCi. Uj I.I-tttt����ti� 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. W vE a o m 8 CD N V N 6 C 0 J Ind # LL LL di L M V a In LL LL D_ ZJ Z ��� z�0o t mCS o m N(D m J O WZ �On'R°' d Z N y . O U ❑❑❑ILZ wN W QD C z N 8 z a v J d " U) N Cl) vy z (1) (D o +, u 0 w s V) Ly N U ® L.LJ F— L U • Q OD o z w Z M Z Z M p Q �o a _ w p z® E V = oa ro T,I Do Z o E oa O< 0 ao w? _� <o �z om� s� m N O Q W J a ° �z U.) 3 0 W 0 wLL �w m .069 NLL IIIIIIIIII� Z 0 o wa ;o M I d � za °c _ Liz 0 rn c� �r M LO L^ T T Q Co N 4-d m O �, o M 0000 N T r Q � ai M M o r0 7 tl) LO Z o z E T '" r` E c tl U J Q I] •--I JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 5 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. I I I \ \\ i ■ TYP. @ I I 100 \\ I 2 STORY ■ I I O 0'-0" EL J - FIN CONC. SIB S6 1 3-1/2" MIN. 3000 PSI I I I CONC. SLAB FOR I I N PLUMBING \ - I �ALT� ■ I HERNANDO COUN N STACK AC PAD ONLY 3-1/2" MIN. 250 PSI CONC. SLAB OV 6 MIL VISQUEEN VAPOR BARRIER ■ V N �• ���• -PEM TYP. @ SINGLE STORY A S3 0 EO 51 An ■ TY II —■ �� �� 0 U F L — — ER L_=_J STUB UP TO — C.J. I — 2ND FLOOR ■ FOR A/C 2'-6" x 2'-6" x o STUB UP TO 1'4' W/ (3) ' r- 2ND FLOOR #5's E.W. I FOR A/C ■ /y ---- 9'--81 K C o W.H W S 53 S3 I �3 1 /2" 2 O IY BUILDER O 1 3'-8'I Q p PROVIDE E U J APPLIANCE z z l > m IP OF CONC./ PROTECTION a i a VERTOBE4" WHEN REQUIRED U Q ■ ;LOW FIN. FLR. I PER FBC U � W > W I I 2'-6" x 2'-6" x V-0" - W/ (3) #5's E.W. C.J. — (2) #5 VERTICALS I A in W/IN FILLED CELL 2 -6 x 2 -6 x 1-0 S3 W/ (3) #5's E.W. J I S3 TB CD I I — — — — — — — — — — — — — — — — M 2'-011 x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 11_6" 16'-0" 25'-0" 00 v PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE I- FOR WIDTH 00 CO 00 to 0 1 M l0 v 0 F_ Z O O N ILL O Z H' O O 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 FOUNDATION PLAN SCALE: Y4'=1'-0" !�Vrim. co©O NLA- d�3 cc Wd=a T N Ga = E a � 0 P'0 `K/�f ����r'�i t116 `yCi. Uj I.I-tttt����ti� 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. W vE a o m 8 CD N V N 6 C 0 J Ind # LL LL di L M V a In LL LL D_ ZJ Z ��� z�0o t mCS o m N(D m J O WZ �On'R°' d Z N y . O U ❑❑❑ILZ wN W QD C z N 8 z a v J d " U) N Cl) vy z (1) (D o +, u 0 w s V) Ly N U ® L.LJ F— L U • Q OD o z w Z M Z Z M p Q �o a _ w p z® E V = oa ro T,I Do Z o E oa O< 0 ao w? _� <o �z om� s� m N O Q W J a ° �z U.) 3 0 W 0 wLL �w m .069 NLL IIIIIIIIII� Z 0 o wa ;o M I d � za °c _ Liz 0 rn c� �r M LO L^ T T Q Co N 4-d m O �, o M 0000 N T r Q � ai M M o r0 7 tl) LO Z o z E T '" r` E c tl U J Q I] •--I JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 5 2'-6" x 2'-6" x V-0" - W/ (3) #5's E.W. C.J. — (2) #5 VERTICALS I A in W/IN FILLED CELL 2 -6 x 2 -6 x 1-0 S3 W/ (3) #5's E.W. J I S3 TB CD I I — — — — — — — — — — — — — — — — M 2'-011 x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 11_6" 16'-0" 25'-0" 00 v PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE I- FOR WIDTH 00 CO 00 to 0 1 M l0 v 0 F_ Z O O N ILL O Z H' O O 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 FOUNDATION PLAN SCALE: Y4'=1'-0" !�Vrim. co©O NLA- d�3 cc Wd=a T N Ga = E a � 0 P'0 `K/�f ����r'�i t116 `yCi. Uj I.I-tttt����ti� 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. W vE a o m 8 CD N V N 6 C 0 J Ind # LL LL di L M V a In LL LL D_ ZJ Z ��� z�0o t mCS o m N(D m J O WZ �On'R°' d Z N y . O U ❑❑❑ILZ wN W QD C z N 8 z a v J d " U) N Cl) vy z (1) (D o +, u 0 w s V) Ly N U ® L.LJ F— L U • Q OD o z w Z M Z Z M p Q �o a _ w p z® E V = oa ro T,I Do Z o E oa O< 0 ao w? _� <o �z om� s� m N O Q W J a ° �z U.) 3 0 W 0 wLL �w m .069 NLL IIIIIIIIII� Z 0 o wa ;o M I d � za °c _ Liz 0 rn c� �r M LO L^ T T Q Co N 4-d m O �, o M 0000 N T r Q � ai M M o r0 7 tl) LO Z o z E T '" r` E c tl U J Q I] •--I JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 5 I TYP. @ LOW ROOF U.N.O. 1 i ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 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 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 e4/16) orts/32' EXP. 1 (33/16) TILE: t5/32' EXP. 1 H/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x V. ") NAILS OR ASTM F1667 RSRS-04 (3" x .120) NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 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 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -1 Od 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" 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 l/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 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 I V (2)LGT2 4060-M 3770-F 3500-M 3240-F W/ LUGT2 3100-M 4520-F 3100-M 3800-F w/(2) 16D SINKER & x 2 1/4" TITENS R (28)16D FOR FRAME U24-1 (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HITS 20 1310 1245 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 SPT22 735 8 -10d SP2 1010 605 SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 155 1 C 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. (A) OR 2 PLY ;ARRIER N N 1 2 PLY CARRIER -(A) - x CONT LEDGER 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. SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: X"=V-0" Cn cV C !V � tt"! kaft- O Aa O as W a► o- = 3 '1 o ca m m' 0 N IZ a o E o a 0 .�z\\" OWs�`����ei'P � �. V J 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. W W a v E N v 0 o N Y r d! cz L0 ° # di N V 2 w M s J C LL LL Co LL52 w a 0 Z _j w m r O1 0 cc 0 Q*. j cU 04 W 0 LL Z Z' 0 m w LO N Z Q J N O U •L U y W 1313 U - v z N O O z Z n `ate` v N f` M ZCz CA i7 LU p a m U 0 Ln N � wJim = c ID = .. in • (� r— U LL J I I z� U c � Q C • so o J z< w M M a Z G a � E Qo U `;o �oa wLL<R >m � ❑ a co ,� ro a ou o 0 Q zp co rp w z w z inX. R3 C `i ,¢ O6 mo of Zr z m J .2 aw r� 01 2z az W c� ' m � � Ww r y �I J o wa 0 _�< � o 00 2 'L O M N L co r LO L0 Q >, r � � � N m LO 4-1 = t\ N co 0) LO LO 0000 04 r T Q �s LO 6 ♦� �i/ M T LO o Z m Z E T N c @ E J (L U _j Q JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 6.1 I1' a'f I,II'11'V 1I 1'111 f 1I1 'P. @ HIP )RNERS ' TYP. U.N.O. L-------------------------J 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) 1400 MPH VIND SPEED (ALLOWABLE) 1014 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 1 3e I 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 1 -38.22 -60.99 -60.99 1 -60.99 178.58 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 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or1V32" EXP. 1 (3�1'6) TILE: 1%2' EXP. 1 (1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1ri32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d 1214a' x 0.131") NAILS OR ASTM F1667 R4zR4z-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 112" 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 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G I H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H IFGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" 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 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 (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) f6D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD V 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 Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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 pq IV SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—A SCALE: X"=1'-0" erf N 0 o N m p ai o c eowN Co .: _tea y O i C : t N Q N ]0 ra a7 . c m •3 � d a7 �C•= T c E iv CD a � 0 l'cras�fy��`o C`NJ 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 L strucural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q v E O M 8 CR 0 C Q ao r�i 0D @J inter"— fIi Q aj C7 7 ' LL u- LL C LL � ci 13 Cq LL LL W a a a_ M_M r m o 05 �. j pN 0 �O) z LLW pjm {F- co 6 N ce) z F ZN O U W El El V M � z co M O 8 z co z a J V N N (' z �C1 (D o W � g V 0 w t/1 c U w m E 3 �m <� O Q I _ e sm C> o J z w M Ch 2 Z 2 ` E M'_o E® � � F o E so o < U❑ a, w� uo �a Z d W O W W in ca❑z C: O C <z O U mo Z Z m J y 0 ¢ r Q W Z ^ W3 00 aw m y0 _ 3 iH a w� ;o IIIIIIIIII� _1< O = L6 O 0 N L t0 T LC) LO =3 i^ T jy (Q T m ^ ' L / 1 O O LO M 0) LO 0000 N T T Q LO E 7 M 1 I'•� 0 z M z E N to a E U J ¢ Q J .10B NO: 23-06115 SCALE : AS NOTED SHEET NO. 6.2 M 1 ' � rl Ill 111•' f GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / e 0 Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ■ ■ i i i i i i ■■ ■ : ■ -. : '.I�aG EI�Tf�e EiI��E EII�1e�E ONE eppme on MS no F No No Im so 0 E F no no� R Li ICU TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T a ro tNOMINA L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5 REBAR ALTERNATE POWERS MIN. (1) REQ.D G e LEAR STEEL LINTEL • e 2 ° G M.U. #5 REBAR AT TOP � e° MIN. (1) REQ'D- = a a z • • Z e 4 GROUT &D ° n J ° V) Q � L. 5 REBAR AT = v~i w ° BOTTOM OF , U)W Lu OF LINTEL CAVITY W ouJ -BOTTOM o Ir 0 O Z REINFORCING a C o m J 6 cr _ 7-5/8"ACTUAL PROVIDED IN Z O w n 8" NOMINAL WIDTH LINTEL a =' a 3 (VARIES) Lu (n cr r� ' 1-1/2" CLEAR MATERIALS 16 GAUGE POWERS cTi precast lintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 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. specifications for installation. manufacturers m r t f Reeo a Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 7132 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 plan/details 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 cemenbtiuos 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 CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING CONNECTOR FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL (SEE PLAN) BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR HOOK LINTEL • REINFORCING 4. . :: ;.. • .• ••••��••.•� r .• •. •' ..� : i..*�• ..Y' - to INTO SIDE :•!., �.• ,•y.. �• .•: :, •�• y. •'• `a F� VERTICALS .��. Z a PROVIDE 3"x3" HOLE ' • ' IN BOTTOM OF ' PRECAST LINTEL TO '• . '�' EXTEND WALL REINF' THROUGH AS REQ'D, PROVIDE STD. ��•I�': 90° HOOK W/ MIN. .;' ; REBAR BOTH SIDES �' ; REBAR BOTH SIDES 25" LAP SPLICE OF OPENING U.N.O. OF OPENING U.N.O. •.: �' ON EA. END 12" OR LESS '• 4 •' ,�• �;_'-: ':- .�- •< . INDICATES PROVIDE . • 1 ° :. 1 FILLED CELL KNOCK -OUT j r , i• ` FROM FTG. TO BLOCK FOR FIRST i' e: BEAM w/ (1) #5 COMPLETE CMU `. •: ', .; �' BAR • ' COURSE BELOW SILL & FILL SOLID ' ' • " ' ' '' ' W/ (1) #5 BAR „ CMU U.N.O. y y ' . TYP. DOWEL 25" MIN LAP • (AC1530) �..; ..' ; •' •� : is : , ;•• .: .•,,:�. r '• '� •. SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION IS24 SHEAR FRAME cv SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = T-0" REVISION 10-19-16 O 4'-6" LL (2) 4'-6" LL O 5-8" LL O MIN. 17'-4" LL O 8'-8" LL E 6'-0" LL (2) 4'-0" LL LINTEL PLAN SCALE: Y4"=1'-O" N 0 O a ;_ as -o > W o � es a ev e C 10 c.) N m x a N la O ► V) -0 N S y W O t0 Q � lV . CD H s c m c = Q cc i A y N S7 N C O N E� c �o a� 0 I r R VV,,� �; O A`4J L% :t G /''7,'•//i/i i l t 4111�%����� 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. fA W vE V go y -. C N 0 °o S. rn n I` _ J M M V # u .4J I LL w ILw 0 JLLLL t m o � =04 o W r°npjO' m Z �5 N Z Z N O U v W ID v M � Z N Z OD Z C CD U) - N N Z v (D o U- P C/D, U UST`►w 0 w g In c N J AMw F- E t $ I < C4 i CC)J� w c7 M . z z _! U_ E ra E N ¢ o Q a c r9 �o o oQ D q O <=m W z 9 = w U Z Zo F Z` in v m aW �z $ 3 0� go a oLL az �F p ¢ 0 I o tiZ Jz c¢ 3 MO a CI), 0Ia o 3 = E2O L6 O 0 L co r U')L , Q r CO T N ca LO H o = o LO M 0) 0000 N r' T QLO ai W M 7 Lr7 o Z Z y E r c a 0 _J Q O _J JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 7 1 I _ 3 v, x w un i Q LO Cr J 0 t N N 0 0 �n 3 Q N 0 i d E `v JJ a 0 PO 0 u7 LO 0 0 a N N LO 0 d 0 W a� N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-0, 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. MENT WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS 0 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD DOWNWARD AT THE TOP OF THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY 0 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. " 2 1 Y2" Y4" 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 CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703,7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 inductingg all risers and spray heads shall not be installed A hin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinf II occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete ove and mortar along the foundation perimeter must be removed IC: extenoi�soo treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extgrior vertical chemical barrier must be install, d after construction is complete, including landscaping and irrigation. Any sci 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. Tf a certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301,2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-1 OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N O � N •o In ' W G7 C3sG aC- O CO C...) Co _ � LZ a - VI 'a CV S N O C9 3 = ca o- Cu .. c > c c = `_ 0to iv 3 3 N C1 E o a u U Cad N Lb 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. 0 W a 0 E S OM 04 oW N00 dn 4 i1 M#LL V Q C � J LL Z m c0 a' a o W mNm o m W L IL Z w ° Z a < 0� 0 N OU 60 W ❑ c� z N z (D z o Q v J - N co N z a � o LL T1 l C-n U M 0 w s to �V)-•3 amC E t $ r i �® U ) ts, 14 o J z Z 01 Z an i? 0 E CJ sLL wo z z® o a C', t0� 0o Z CO E COaE �< QZ Sz Q W Z Qo cn C �= z a m� o o ,� Zz Z m J N U m aw r < z g W CID T m 2 LL Nw J a `� 0 m 0 ^' W L co T L CN LO O O N .0M Lr) 0000 N Q LO LO E L Cl)o Lii Z m Z E T in N c m a 0 _j a o JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. SN mat 9 u l I r I 1_ 'I. I �� W z N v _ Cn 0 J 0 I N i O kn O CD a rM a E 9 E x v c J i a 0 v tZ N 0 c 0 a N N ai 0 0 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF U HOME H C G GARAGE SIDE 0 0 0 5'-011 Q - 0 STUB -OUT FOR 1'-011 0 9 10 GAS METER O o � U N = • 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. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS FT_0ENAILCONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels 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 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90' HOOK BOND BEAM w a STD. 90° CONT. #5 BAR CONT. #5 I HOOK BAR BOND BEAM STEP SCALE: N.T.S. SIMPSC w/ (22) NAILS 1 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN � � SEE PLAN FOR REQ'D � � PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR - Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. r 2" max. 4" max — . 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 i I 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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 LEAVINGY"GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Isa 3" 110d1 nails at 6" n c Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. "' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearing Location Series De th End Intermediate - - - BCI5000s 9-1/2" 2-8d 11-7/8"I 2-8d 28d___ '-- 3-8d 14" 2-8d BCI 6000s® BCI6500A 9-1/2" 11-7/8" 14 2-8d 2-8d 2-8d _ 2-8d 3-8d I 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 2-8d 6-8d _ BCI90s®' _16" 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ blocking and wall or beam below.* — -� Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at Vo.c. for all joist blocking panel "Non -stacking walls require additional consideration.— �7-7,7-3 ■7.7 611 A 1 2' ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT of ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' v .. _ s LLL -M a Any 16" joist Span (8) 8 T- 0" V-1" 1' 2" 1'-2" 1'-3' V-3" 1'-T' T-11 " 24' 2-9' 32" 3 -7' 12 1' 0' T-1" 1' 2" 1 _2" V-3" T-9" 2'-4" 2-11 " 37' 4!-Z' 41-9. 6-4' 16 1' i0 1'-1" 1' 2" 1 21. 1'-T' 2-9.3-2" 3-10" 4-9" 5 7 6-4' 72" 20 1'-0" 1'-i"' 1' 2" 1 2'. 2z" 3-0 4'-0 4'-10" 5'-11" 5-11" T-11" 8'-111, 24 T-O T-1" V-2 V-3" 2� 3'-T' 4'-9" 5'-10" T2" 81-41 9- 10'_9' 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° .. SEE PLAN FOR - FOUNDATION INFO 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" gapes Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -�� requirements 0.6 X Joist p ��depth I'I I I I -JOISTS BUCKETS N.T.S. GRADE • a. r-- REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A s 1 SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS I HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1"111"1!� \ A 1 TI IP\1 1 rA IP1 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 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 FF d v ° °a n °a L a II: ICI—III-1 —I I � 1 I I= a ° —III— Q SEE FND. PLN. SIZE & REINF. as N 0 N c 0; -oCM W ELo _J a- � o C � V i N _ CM LL- ... c a to O VI lV t N O � d dY m Cc', a x3 m W i C G c E �o 0 a I ,��leo{iEli{ffttPtFjr� 0 � gR° Wti .. �. .• � .fie G Z:`� C;G o `w_ • '� ref\ �•` A •j zz !_ 0 ' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E $ uN} 4 p g 8 N '� N N C. c:, a i� J 0 N C14 0 1 LL a a N a mLLU_ a C� Z 13 _ L:°� p o Z m crn 0 � G Z W OD 0 Z rn �ZIL N �� < OULL ❑❑❑ Z W 0 z QTN 8 z Q d � N N z C9 0 .2 LL 4-1 C-n(D U O IrI o N Ly N �N CB CB U W J 1--- — E L not I 1 U � • 8 S� o w Z M J 0 � Q LL 0 Z. f p >m 6 N Q d E N C) ❑LL z® ❑a H c6 o f < w� U o 01 Z�� GO S Z wz ym U mo O ZF zW m � J < $ o< 5z �w WC- o m w0 �� o w` �5 ;o M v M tl r 0O3 �� O >L6 O m 0 L CU T LO T A co LO 3:L0 - O a o co Lo LO 001.0 N T T Q 4i T ClO M M o W 7 (0 Hi LO Z z E V— y E ca m a v c0 0 Q o 0) 0) JOB NO : 23-06115 SCALE : AS NOTED SHEET NO. SIN 1 -_LL- I - 11 - 1 11rm „ Ral]amR ±ReSIR I411!'=!HIRR 9'N� I! 1 1 , 1 I 1 I I !R I ' 11 , It lr 3 v W I N i Q N v 0 3 0 1 N M N 0 O C Cr L 0 3 Q M O i li E E 0 0 i a 0 0 3 tZ N O u7 1L a I+M O LO d 0 s 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) TYP') VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 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 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER 1. .D ° SHINGLE ROOF, SHINGLES TO e . ° BE IN ACCORDANCE w/ ASTM -I I=I I I— I=I °' ° I I C? D ITI I I D7158-CLASS G or H, or ASTM -I I C o • I D3161-CLASS F, IN ACCORDANCE w/ TABLE _I�� I� _ ° I' R905.2.6.1, FLORIDA BUILDING�- CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �1 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 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 n NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C CV 0 D 6 MIL VAPOR D Z r BARRIER 1 D CN COMP. SOIL. m A T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/1'-4" ORS TYP. CHAIRS (1 STORY) STD. 90 HOOK (SEE U.N.O. 4!! 1'-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS LOAD BEARING ( EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCF BOLT INFO. (IF NO UP LIFT WALL SEE GG/: *SIMPSON SP1 w/ (10) 10d NAIL TYP. MONO OR STEMVI FOOTING MONO: FOR CLARITY NOTE: *FOR BEARING W, W/ UPLIFT ONLY 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES rVl a❑ I GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH - ` (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°4/16" PLATE WASHER (TYP.) �" "' "" (ALT: 1/2"x12" I ITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 31/2" MIN. (2) #5 CONT. -/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) (ALT:1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH F111 M i--t ®R 1.11I�11�11 11 ■■ I III�II� 11 1!; 911 yI11�111r�'Il�l II �11= ��i1 II l 1�1 II 11 111 � 11�11�1 1 2in.)- 4" D SHEAR WALL C INU VV f CC SCALE:3/4"=1'-0" S3 SCALE:314"=V-0" S3 PC' •��E�S�GJ1� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M �W s ,o \11 J INSULATION PER FBC AND ENERGY �/ ca 81, C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION d #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 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 ROOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE ASSUMED FINISHED •E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ° ° ' z #3 & #4 LAP SPLICE GRADE 40 MIN. F�40ksiiijJFINISH z M ° o . D. GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. F °O 6 MIL VAPOR BARRIER I � ° ° - I °° R 1 7/8" 45 REINFORCING BAR #5 1 AP ;PI IrF= e COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) rrr�'s 4„ 1'4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° " GRADE co7. • _ (1) #51REBAR w/ OPT. ' 4I 01101M, I I I 1 CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT I BLOCK WALL BEYOND _ 14" 13' O.H.D. RECESS z O.H.D. RECESS N � C _ M e . •11 I ". I h SEE A/S3 OR J/S 6 --1 LVTI I Iq 5LLIT FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS rj-J� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J -' L I ��! ! , UP FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEAMM ;.A INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ^ m •e C — M 6 MIL VAPOR -_ BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U � m ° . a — uj -r- ° ° Cn 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH =ll'l�III �nl�n urn (2) #5 CONT. =1 I Fall I I 1 ON 3" CHAIRS 8 1-4 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1,4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD > FOR TRUSS ° AT 24" O.C. MAX. " " CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM - - SEE ROOF PLAN c ° Q, ' c ° ^ (2) HTS20 FOR STRUCTURAL -' T a E BEAM SIZE & N a CONNECTION INFO c i ° � 2x4 #2 SYP P.T. FRAMING w/ - - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 *n � T•r-r� 8„ z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE ac ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL ° l O.C. PAD FOOTING ATTACHMENTS & 18/D1 �:-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ^ EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _ -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS oo ? � GRAD .E m FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 ;I w SIZE AND REINFORCEMENT) C7 LU • WWF OR FIBERMESH �, 1= a w 0 v a 1 - - - 0'-0" FIN. FLR.ri BRICK PAVERS or SLAB PER COMMUNITY SPECS 0 o LU "' _ `L • • • • - z a " w 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" �"S'l OOTING v BEYOND PAD REINFORCEMENT 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K'N� SCALE: N.T.S. S3 M O tL'l a> 9 O o� a c` o �o N p O CO d 32 W m ::= a 3 i° i .d W A a d C.i i 0 w la W .. 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. E u G Lo N Go d ao (V N Go jo cnn� Q 13 N O :0, � M � J JLLu_ , W a a Y Z cin 2 1.-0 W LLZ IL 6 m . coLo MZ J J zU N d w W 0 ❑❑ z � 8 z z Ln z M Q) LL I� Lu w M � V 0 w s IN c d w ® J r--- E I o N Sm o to z< w M J � Z f u E =o o o > <" Q EL E V w� z® oa o° CL CD� �< �z Z�� i i C� z� Z m 0) �m aw z o o m �o �o az sG 11 J= J o <T yo to a C .EO >L6 O ai 0 L co t LO D Ln _ Q r Co T' m 04 L0 O O C') > LO LO 0000 N T Q (^� c") o Z E r cc a c� v ¢ 0 c 3 JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. S3 (MONO) I 1 1 _ 1 a ae113�11!}'lIR ••• a®I�elRl�m .. TKI 1111, 11 11111 ' 1 _ j1 _ 3 v W L0 a LO v" N 0 0 J 0 I N ri N 0 LD i 7 3 Q N 0 E. 0 i a 0 J q) tz rM 0 L0 S 0 a to 0 L0 0 0 w d v (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP) SEE ELEV. UPLIFT SCHEDULE CONNECTOR j (SEE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK - PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ FULL 8x8x16 BLOCK RESISTIVE BARRIER HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ SIMPSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD C 4—t- DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED X0CKING A EACH FADER FACECH END W/ 10d @ � EXTERIOR � ❑ ❑ � COMMON WIRE NAILS @ 4" 0/C 4O.C. FROM BOUNDARIES 6 O/C EDGES & 8 BLOCKING ( ) TO BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ ❑ O/C FIELD (2) 2x HEADER " PER PLAN SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 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. IN KO C. MAX) EMI STUD EMBEDMENT 2 x 6 (MIN.) FRAME L MAIN SPAN ROOF TRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. I (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL FOR CONCRETE HERPLACEMENTREQUIRED 7 DOUBLE 2x4 SPF. #2 / TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .�+ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE ��!�Ilil�l�l��l�!�l�I■■ IFAM •• GREATER THAN . , • • OPENING _ , . .. • f1mis —Ilil !ill_. ■■III ICI_■■ MII_II IIII� ■■III HEIM Milli III ■■III I��■■ �IIII IIII� ■ lii III■■ 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. BLOCKING (TYP.) O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL cr- r- W T O MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 41" 58" 10" 31/2"- T,y`� sFF �olv N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL A. x J-BOLTS T - - / 7 AND 9 - /8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR ABN�PLICE STAGGERED J-BOLT TRACK BRACKET -WWII ii.rive 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 V - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) 1 (2) (1) LSTA30 9' -16' 1 (3) 1 (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 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. Op00 SIMPSON HTT4 TYP. U HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ"� SCALE: N.T.S. SL� ��S'Te..\� • ' Ir1Old @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO 76P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS /' RECES / LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END U,U CL 2x TOP PLATE cn V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24 „ O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT SIMPSON SP4 �-OVERLAPPING 2X TOP PLATE ROOF TRUSS ABOVE /— 2X BLOCKING NAILED INTO (2)16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED 2X8 WALL ABOVE SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON --J-BOLTS @ 24" O.C. #5 CONT. & S SP4 SP4 MAX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/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 '01 MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 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 R REV. 06,24.22 SCALE: N.T.S. S4 eta N N v a X Lei �® C cc dated 15 6Q 3 � CD CD tj ' o c � .i to w ., ��+�ttttltttitptlf�9A R 0 m 1 i,'0;14 #?iislttt=���� 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. rn W E La c: rq 0 y% C, N Go ii: yrrZL � J a Q M oV # LL LL ILL LL W I� j W (0 c Y" a L f0 G j3N<O x W o NOjO1 m w Z L000 Z N OU y Z W z N O o z m N z o� v J — a N N z a � o � 4-1 cn � W U O w s Y fp YZC �— U m•.. J E L B I = U N 0 • s�o o Z< z J f LL a zo >N Zo Z® o N U o� = o a t- ra $ o o o E o� � o 0< z ,o w N 6� <o < o�Z mi ~O W Z m J Nm r <w z 8 a0 W 2 >SC p 0¢ ¢� 01 -1 m <& 3 wLL w <Q ��0 mi o � 'M o- Z< U� � OO ` 2 Lrn3 Qrn co T LO LO Q Cr � Co T U) N M 4-0 C U') M LO L00000 CD N r r Q LO CD LO E 7 M LO o Z N Z E T y c a U -1 Q p JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. S4 — - 1-- — 1, -1 1 - -I Ill � 1' I C�+� Y_ SIMPSON HGAM1l W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS- \ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9�� BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS 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 APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) lOd "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 & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOMCf 7 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" 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) 10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (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" @ 48" O/C FOR THE // \ OSB SHEATHING ATTACHED FIRST (4) ROWS OF / NAILS \� NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \ AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \ \ (2)16d NAILS \\ \ W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7 ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 1/2 x8 J' BOLT@48 OC @ 48" O.C. r INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xi 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" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" 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" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP " " " SEE STRUCTURAL CHORD BLOCKING N to NOTES AND NAILING INFORMATION `o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1112 1/ " (2)16d NAILS - WOOD TRUSSES 00 a0 2"x4" CROSS BRACE APPROX. 8" FROM •2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW (j () (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 = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 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 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w/ (12)10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD 14CJACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION ("9 SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT "Y& MIN CFF M/.qF CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ 2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) OWL BRA ING w/ () d x " AT = • EACH CONN. @ 24' 0/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" X-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4-xi 1/2' SDS SCREWS TO TRUSS & (4)1/4'x3" SDS SCREWS TO PLATES (TYP.) '—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3W'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓9�� p CORNER JACK 0 Y a 2 � Ill z x O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 0 INS INS INS INS 11 2� NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 0 N In G o 'W sz � M �--) i s ci a9-o C CO C-) N 00 H C 66 L3. � o 3= a� c 1. 3 ``° 3 d % O E n, o a 0 i-,j r:� d vv Ff \ ,E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W �* E SO 0 0 r to 4 LL 14 C LL J W LL— a W 0 J � a Z 'McIV ZS AR o N to (O > 0 WW j w Z 0 Z coLO NZ d Z N OU 0 ❑ ❑ W(D o z � z � - N (7 N z a � o +-+ Q A W U 0 W p Ln N = .) U 6 LU U ) a c .0 m • �Q " M I� o w o� Z Z EE =o �g<� �� a. 0 E= U W - z o a ♦� ry o �_ o zo a` U o Z� CC>E i <0 &< wZ U3 <o a mf z° z m� �mQ � <Z 1 W o< go W to m j a Nw ~ O o J wZ wa ;o I= v zle a o 3 O O O M 1L �L6 C) ci rn m m c9 ^' W CU LO LO =, Q r c Y cu A H 0 o co 01) LO N 0000 r T Q Ict In M LO o Z r0 z N E C m a E 'D U � Q pv � JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. S5 l 1 1_ _ ' I I _ I — _ _ _ _ I r 3 W I N i a N 2 0 Z3 cn 0 Co 0 co 0 I rh i N O LO 0 Q N 0 i a E t— W d E `v c a i a 0 v 0 J t� N N S 0 O d r N tL LO c 0 w m 0 ROOF FLASHING 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/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEgi SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTED STD. 90 HOOK (SEE DETAIL) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w! ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO w N 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD � w LAYER 1/8" THICK. �w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT - PAPER FOR MOISTURE BARRIER 8"&%16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 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------ *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 1 ST 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 IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT IY a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d d MUNICIPALITY 411to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED C•d ° N d 4'FINISH GRADE o0 .. FLOOR TRUSS SEE FRAMING PLAN _ Cl) �— I I _— I I I ll _ — — — � FLOOR TRUSS SEE FRAMING ••� 6x6W1.4xW1.4 L—III—�— A •� °. '• n a ° ��=�- _ PLANWWF WEEP SCREED INSTALLED PER MANUF. I I I �r�W U= ii; OR FIBERMESH - IIIIIIIII A .. ,•�—I�_ I 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I=I =I O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS - IIT I� I I STD. 90*HOOK END WALL W! (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) V-8" END INTO 2"x4"BLOCKING IN KO BLOCK W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION J SEE DETAIL 2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TR 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 LL WEEP SCREED LL INSTALLED PER. MANUF. c SIMPSON HETA20 W/ (8)10dx1 112" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" RIBBONS m DETAIL FLOOR TRUSS 0 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 1V-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 a A A• .. da. CD r k':A i° .• • a — T I II I rl [r i rJ J� I r ' ' (3) #5 CONT. ON 3" 8" 1'-8" 8" 1CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15/32"OSB EXPOSURERE1LT x SHEATHING PROVIDE BLOCKING AS REQUIRED PER0 FA SECTION X-X IF Wj NOT FULL F HEIGHT SHEETI Z_ G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I _T 15/32" OSB EXPOSU r F11 SHEATHING111 w x SOLID 2x C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE III OPENING SECTION X-X av C x Fxw x E w 2x STUDS w III I I i l I II BEYOND. rp SEE PLAN 0 A \--2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I r-I r%1ATIPIAI MIAnnARA 3/8" "S" = NAIL 3/8•' SPACING S 3/4" S 1/2" 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" 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 UFRTI('AI a1rx:KIN� SECTION X-X SFF �off, 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 X, SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". Im ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL = u. x @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL w LL O a O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER y ¢ � 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 00W ' D u~i Orr m LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W p u- I- MEMBER IF GABLE END c y W NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . 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 S44,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)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED) CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH I .:.d A „ s —•- �--� • d - . CV ' .A A.- ..' IIII IIIIIIIIIIIIIIIII 9 III-1 I I=� (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) 2 (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (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 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF, m FINISH GRADE 60 r -I I (= I I o z i—t @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. V S6 N O N L17 O .1-3 > t. C= o C CO V N .. =u-a y to C= N p N -_ Q.ram+C4 3�Y ao m C L E _ s = ca 3 m � .d m .a d >= Q rn a..a = E p- c, a `tffitreclgiilr jr r :-�,_,� .:�,.."•.•yam oe 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 � 8N C cm, �i 0 ? GOiv00 iIi in��z 2 W M '� Q V 5 J E_ W JLLLL 52 I o °; o Z c m o W } o 'o2�� o °' W Z rn 91 m J N M Z Z OU W o0 z z v a-1 � o U a O11W o In c Y�x �N En U I1J ~ I z> � $ 1 ° U 'o C U) Q Y N M z w C.0 M � � z Q CJi.. o zo >r EE: V ® Im itsCL o E o Up �¢ o &< Z � f6 < z �,2 N L c o a z H m 0 z, Z m J NOm �.- <W zZ � 30 W T 3 m oa 0 a �w �- o Nz w<1 Mw Eo v d 55 ° 3 C O o m O > C) ai m L CID T Lid Ln �:3.r, f >, T m LO r- O o LO M L0 LO C:) �"- T Q LO (D LO E E M LID o Z CO Z 7 �--' N m r_ a ci � a o JOB NO : 23-06115 SCALE : AS NOTED SHEET NO. S6 (MONO) I I � •Iyf , i i ' 3 w I N u7 s a LD 0 c0 J 0 I N N 0 0 i IV cn 0 .c c a N N O d a 0 x 0 C a i a c 0 01 i:Z M O u7 LO 0 0 a N 0 LL7 LO c 0 W a� 0 cn ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP E: JOIST X SYP 2x8 SYP l STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D WALL GLUED TO I 2x8 F 2x8 SYP rA ALIGN THIS STUD WITH FACE OF 2ND RISER / -1 FT 1 ---2x SYP CUT TO FIT \ BEARS IN WALL I --------2xl2 SYP BEARS IN WALL I ZI Nil ---2x6 SYP / \ / 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER\ FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" / \ NAILS) 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT rSTRINGER MAINTAIN BETWEEN 4" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 10 2x4 BEHIND RISER BLOCKING FOR �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO � 2x4 DRAFT RISER AND TREAD STOP /ILL 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS VX //A 0/////� I x4 BLOCKING FOR 2x12 �x4 PT UNDER 2x12 C' ' I \ ROVIDE MOISTURE PROTECTION / / [-'//AArW ALL COMPONENTS \STAIR TO CONC. W/J" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. \ SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING it TT'I SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER //-D / \ / 614 TOP OF / STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP / I MUST NOT TOUCH 1 2x SYP CUT TO FIT STRINGERS G BEARS IN WALL 2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1x4 blocking r SYP / \ SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND E SIMPSON A35 OR LSC EACH 1-1 1/2x6 XT / 2x4 SYP BLOCKING FOR STRAP ON MTS12 w/ (SIMPSON THEN WRAPPED AROUND STUD - STRINGER / 2x4 PT NOTCHED INTO STRINGER (14) x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) PLAN VIEW 2x4 CUT ON BEVEL DOES NOT BEAR IN � AT STRINGER CONTACT POINTS \ / / / SCALE: = 1'-0" " WALL \ SECTION VIEW "D" SECTION VIEW "E" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS-- \ 1 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) / NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED 2x I S P DRAFT 2x4 PT NOTCHED INTO STRINGER AND TAPCO x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED / NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL -----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �7 `-`-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4/GLUED AND NAILED TO STRINGER ,fOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP % \ NOT SHOWN / STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM- / GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR � I -(2) LAYERJ" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 t%16" 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" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: ? = T-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID 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 2X STRING R 2X BLOCKING PSON MTS2 w/ 10d x 1 1/2" NAILS � DD OR 2X BLOC-ING gRIS* / VARIES ECTION VIEW "H" SCALE: 1" = T-0" N CO N LO o C2 Ii C2, i o C f0 t-1 N — Co a Q r N Y d � 3 � is y a� a =' Vic' d �cr-= N CL. c � cv o a �e�\�st:titt=dFlP/P r. `� J • eUlu y! yr• �> U hR:. j vl'` 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 cEo 0 N r tlJ NCN0 ° J 1» th R u LL Q LL W M LL u- W a o Z °'0 �y C Zg Hi 0 2 1- > WIL Oi� w W N- Z U z ZN 00 0 �Q, B C 0 0 Z N to z z o � v J +-+ u, " f0 w � U O s t� ='• C� lL J m V� _ � d Q Y oco JZ< w M O Z Z " 0 zo �� » Z Z® a U 0� `z ❑ a Ca F� (tS _ � � a � o &a zC=)�� CO ro ¢o Ww @ C ao 0 O Fr Z z ? m U b aw � _ 8 3 W C) 0< w ?EE p� a°Z mF oz r3 o w� Z 0 C7 �o IIIIIII� M a Ix2I¢ 0U c O o Or`1 Z Ui Q m rn m i T LO LO ca CN m LO 0 � O co CN Cq LO N � T � r co LO m ce) T— (0 ii Lf� o Z m 0 tl U Q p JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. ST 3 v W I N t2 x < N co J 0 M N O 0 0 cTi 3 < N N i E 1.N 0 x `v c J E 0 J v LZ N 0 LO 45 a N 0 LO c 0 w x v N DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL P T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 3-1/4" LONG X 3/16"0 r 1x4 P.T. L FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED 16" �° TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1 x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" APPROVAL FOR CONN. ,I (2) ROWS 3/16 x 3-1/2 11 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1Odx3" 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 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 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 K"J� SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK T-O" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN �F �1/4" MAX EMBEDMENT INTO K. 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK i I I 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --- 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC AI &RAW nAn PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 ±5^ NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINF LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKEOD DOWELROVIDE 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER • 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 P e P * PRESS PANEL REINFORCING INTO PLACE. - 6 MIN. LAP SPLICE W/ o ► * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. o ° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE - FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 2 Cl)- ° ► REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r n 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 \ (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) , WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. LFILLED CELL PER FOUNDATION PLAN IR YP.) fHE !S UNACCEPTABLE INSTALLTION DO NOT DO THIS 401, #5 REBAR (TYP,) S40 A111111"$TD, 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 0=7 AIl1TC A OCI ^IA/ ALUM DRIP EDGE BRG WALL TYPE - I ' PER PLAN I I 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) 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 SIN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x . ki 4FNCry + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR Z-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 RFF CHFFT M AAIf1 SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ - I OTCH ;@ FIRST COURSE ♦, 3 ,♦ Cr Z 0 2 U_ 0 W U 2"x BOT. PLATE W/ (2)1Old @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 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 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a OVERHAN �; 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-0rr 51-011 INISH ° ►.. #5 BAR �. ►• • ► p D. 10„ . ► ° : CENTERED W/ -L ► .: ° .. �► 9 IN TOP o ► . • • .a ' • KNOCKOUT / N .. • ° CHAIR BLOCK MONO FOOTING ,► ,° SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► ° a DIRT ? z °,• ° STANDARD q 90' HOOK N #5 BAR IN FILLED CELL, , ♦ !,LL, ►• ♦ j♦ L, ♦ .♦►, �e - Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT SECTION SCALE: N.T.S. e.y N o N o C2 W o o Q � N 3 = o Y C= �w< 3 o 1 u d % ? �._A �. of G 0 0 a v U 'Z.0 Cad _. 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 VE o Cn 8 5Sal Lo a� m N �� Yo dJM v # tL N J Q C LL L- W aan u, Z m ISrn a 5 0 0 7 @ N CO W o2 o °' m w Z , M z a ;N O U U ZV W Z N O z Q 0 N z _ Cz 0 f13 LL � a U 0 w s Ln rti „U _ wig8 I I U o �i C CO 0 • �Q N � C�fl Z W z coEJ Z E zo �_ Z. <� Co o U8 0 g,E W,¢om°Z-� 2 C Z. °LL Za I b � 75 q N m a ° Q W �z $ 3 os 3° W T � O oLLLL �� az NF =r m a= o w ;o a tr �' 0. I 0 C o O i m L T LO LO Q oco N CM o to 00 04 r T CD LO '^ M r j LO o Z W Z N T (0 c a. 16 0 Q o JOB NO : 23-06115 SCALE : AS NOTED SHEET NO. SS I I _ I I I I I I I I I I I I I I I I I I i I -------------J CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONY. 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. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 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 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. A I A BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. � -----/-WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN -x --X_—� 1'-4" JL EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE N T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS *4C VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED &POURED W/ (1) #5 EACH STEP 2° *\ • w -4" zU) a N PORCH SLAB SEE - FOUNDATION PLAN w (n2 El� z w/ #3 STIRRUPS AT z04 z 4'-0" WHEN DEPTH . T EXCEEDS 30" LOWER OR GARAGE SLAB 1,4" SEE PLAN JL LARGE STEP DOWN 17 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT VARIES W/ ROOF SLOPE PLAN SHEATHING CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH F2X4 END TO TRUSS TOP CHORD WOOD WALL -\ 11 WOOD POST. SEE FLR OR TRUSS. CONT. W/ (2) 2X4 BLOCKING TYP. PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS BETWEEN TRUSSES CONNECTION SEE NAILS EACH TRUSS PLAN STUD TYP. T&B SECT. A -A kA EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM G.T. (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE 4�r #3 STIRRUPS AT 4'-0" 7 TOP CHORD WHEN REQ'D PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD SPAN FROM EXCEEDING FOUNDATION PLAN EXCEEDS 30" S H EAR T RAN S F E R A aRADE MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) USSES 7\G r EXTERIOR. WALL SCALE: N.T.S. (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. ENTRY PORCH SILL 14 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO w/ (4) 16d NAILS TO EA. BE CHAIR BLOCKS INTEGRATE MASONRY ABOVE MASONRY . END OF TRUSS THEN PIER SEE FLOOR ENTIRE BASE TO KNEEWALL INTO CMU BASE OR ATTACH SECOND PLY w/ PLAN FOR COLUMN MAIN HOUSE PER ELEVATION IF BE FILLED SOLID ( 3) ROWS OF 16d NAILS AT 24" O.C. REQUIRED INFO MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d • z 0 a W J w w w U) -V w/ (1) #5 CON REQ'D @ MID I I fr-- II f I 1 II 1 I I FA I 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 T. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS SPAN MAX 6'-8" CORNER FILLED I I SIMPSON LUS26-2 w/ (8) 16dglk SEE FLOOR FRAMING PLAN MAX 3 SOLID. SEE ELEV. I I #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. FOR BASE SIZE @ SLAB LEVEL VERIFY WITH PLAN FOR COURSE 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (3) #5's EA. WAY I I EXTEND SLAB (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR 1 1/2" BEYOND INTO END OF EACH FLOOR BLOCKING INFO) BLOCK FACE TRUSS, 24" O.C. MAX. (AT EACH _ -- - — '� = = _`_�_ _ SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL rl • � EACH SIDE) (TYPICA SLAB 1 1/2L) EXTEND SECTION AT LOW ROOF 9 8., SLAB PORCH SLAB SEE SCALE: 1/2" = 1'-0" LEVEL FOUNDATION PLAN RADE (21 #5's CONT T&B w/ = z CONTRACTOR TO INSTALL SEE CUT N MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH TO DRAIN WATER JL EXCEEDS 30" 1� KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. 1\"j SIMPSON LSTA18 _ _ _ _ _ _ w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) EE PLAN CENTERED AT I I 16d INTO HEADER & (6) FOR CANT. SPLIT TO TIE BEAMS TOGETHER I I 10d INTO BEAM -SEE I I ROOF PLAN FOR MORE I I I I I INFO COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ SEE FLOOR PLAN FOR Y2 CDX PLYWOOD OR /s O.S.B. MIN. (2) 2x8 #2 SYP COLUMN SIZE & BASE I I I SHEATHING REQ'D FROM BOTTOM 7/16" OSB FLITCH PLATE HEADER. SEE Q/S4 FOR SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS FOR COLUMN SIZE L _ _ _ _ J I INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE AJ SEE FLOOR PLAN OR SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES --� REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A INDICATED L BM. OPTION B CONNECTION INFO OPTION C -° SCHEDULE/PLAN 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 #2 SYP P.T. PLATE W/ NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. %" EPDXY ANCHOR OR CONNECTION INFO. BM. SPLICE OVER J-BOLT OR Y2" TITEN HD A A SEE PLAN FOR 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION(*"2�2' 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) SEE PLAN FOR CANT. IF INDICATED CORNER- SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT r18 SCALE: N.T.S. k CENTER OF POST 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS . X c ; . � iF SEE PLAN FOR OPT. I_ STAIR INFO. IF '< • °� CONCRETE STAIRS Q FORMED &POURED MAIN HOUSE °� a a. .I SIMPSON (2) W/ (1) #5 EACH STEP SLAB HTS20 w/ (14) 4 4.10d NAILS (2) #5's CONT. T&B TYP. U.N.O. w/ #3 STIRRUPS AT a d 4'-0" WHEN DEPTH EXCEEDS 30" A. MIDDLE GARAGE OR e LOWER SLAB 8 SEE PLAN ° 1'-4" SECTION (aD GARAGE MONO�� SCALE: N.T.S. e•� 0 N 7 W o C_ - m � 3 c � 3 =.did = 2 as N c E _ o. w PUO���? •` 411614io� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 a 8 v6 C CO N N 00 Z f fii Qj N v tl i Q C J LL w LL w � a t �o Y- W o�'N`0, O W w °' °' it w Z ° Z N OU U co W V M � z � z o � v J N cn c/) z M 4 N _ ,„ ) O w S V) C y �N U � L J J '— E m $ ® I t S L „j Q s e°o o z< w M z< zC z LL C N C zo >N < o Ca. p E V oLL z z® oa t`O ro � o �4 0 o �� z ao <o 0Z 'o L cn � C C 4 z Q U w mo 0. z z my 5 J �<W ¢ ° F Iz Z 8 8 z go wz W T � m wLL �� y F M� yzY �3 o f w ;o �h a � ZaTU�S o— C O i EO >L6 0 m 0 L co T LO Ln 00-1-1 : 7— >, co r m Ln 0 0 LO M > LC) 00 N T LO Q 9 LO ' C� ,� 11.0 O Z W Z 7 � E 11- ca a E d> ci ¢ M c JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. D 1 I (2)-12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO I MASONRY WALL EXT. SHEATHING Q BELOW AND ALT. FLUSH W/ TOP BLOCKING INFO SEE FOR 2 OF MASONRY & 8d OA ° BLOCKING NAILS T/B FLANGE °LO 1. APPLY SUB DETAILS FLOOR + 2x STUDS B ADHESIVE TO 0 2x4 CONTACT I SURFACE 2x4 #2 BLOCKING I NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. X. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END -------------------------------J _ G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. • 1/2 GYP. BOARD OR BLOCKING (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED - SHEATHING (MIN. 7/16") -�- �� ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN JOIST SEE PLAN 8d NAILS @ 3" O.C. BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH SCALE: N.T.S. GABLE END RIM JOIST SEE SS FOR RETROFIT SEE R/S6 FOR END WALL UNDER CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E - 10d TOE NAILS EACH SIDE FRAMING ATTACHMENT j BLOCKING DETAIL 2 N.T.S. SCALE: N.T.S. 11�j SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 80-2 FOR ALT. CONDITION. DETAIL TO Dr - FOLLOWED IF DOWN SET OR BOX HEADER IS USED REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA24 w/(18) 10d NAILS O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR T P. q 2 - 2 x 4 SPF TOP PLATES SIMPSON CS16 w/ MIN. 12" END @) LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN o C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER (2) 2x HEADER o G (1) 2x SILLPLATE W/ 2) 12dTOENAILS. SEE PLAN of 5/8" A.B. 24" O.C. AND 6" FROM O E MIN (3) 2x #2 SPF STUDS @ END HEADER SEE Q/S4 FOR HEADERS EACH END W/ 7" EMBEDMENT. IF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. AT STEP DOWN LOCATION, MIN 7" 'OF REQ D JAMB INFO -� OPENING LARGER THAN 4 ft (2) 2x 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON L330 w/ (6) BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 l SILL (MAX. OPENING WIDTH 4 FEET). EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, (2) - 2 x 4 SPF JAMB CONDITION OR IF BUILT-UP 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, 1, TOP PLATES STUDS ARE w/IN WALL SYSTEM A.B. TO OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BE SPACED W/IN 6" FROM OPENINGS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. i AND MULTIPLE STUD PACKS e 2 x 4 #2 SPF STUDS B INTERIOR HEADER O TYPICAL BLOCK WALL ' . PLYWOOD ATTACHED PER NAILING SCHEDULE G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN F -gyp SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) TIE BEAM 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK `j FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB ' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS : FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE 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. 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. (2) - 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 ' NAILING AREA (TYP.) COL. SIZE ' (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING `—BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT a. SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN (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 kJ, (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 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS! I -JOIST SEE PLAN 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 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. DOUBLE 2x4 • TOP PLATE 2 WS 10d @ CqT Np2 • F�8" rOA TOP SPLICE PROVIDE 2x4 ON TOP OF 2x8 TO ' BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT I CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS i HEADER FLUSH TO OUTSIDE I 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. 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. / BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW j TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ 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) 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 NAIL (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 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR s SCALE: N.T.S. M) N 0 N t.n �LU tj a" ". !V m N <O O N b N Z N d O cc 3 2 67 E s c 0 • v as •�_ d c o H E� o a C5 w I \10111 11 l IN `� W ti�•����```�''O �v.. �NSE 0. LIP ��/ltlllllt���\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 a 8 0 0 om'00 J"�r�2 at LL M Co 2SS a C J 011 u- a 5 5 w _ o w o W 7 fON� W CD��� m w N Z ¢ J IL M < ZN OU 0 W ❑❑ z N o� z z a — N M Nn z W U o 4-J ° U O o w N c w N 'o co U LLJ E rs ° i^ N Q00 �0 N C' o w M M J w m z Q ri E a p E V =o g w� z Zo z® 0a f- r0 � R K 00 0 Q ZCC)� Z w WZ �— �o ¢o w0 m °z z Zm� J NmaW ¢� 8� gz go W c`gn 3 ao a W M J o wa >0 5 a O L6 0 m m 0 i cc T LO LO Co m LO O O co Ln LO � N T T Q LO ME CD i Ili o Z M Z i E T c d °0 - ¢ 0 JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. D 2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. W8"CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' ' ' MASONRY WINDOW BUCK- 2 SEALANT JOINT 5) SEALANT FROM 5) INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape DO NO' BOTTO PI AAIr_I 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 -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS r L.n.7rnlvv r vwmvv SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 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 - embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary SLOPE d a ° a WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 10 4SHING WEATHER RESISTIVE BARRIER s's SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 (2) 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER (D 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER W U) m Q Z 'v Z Z a a- W u U W LLI 2 � LU Q � W Cn O (n WINDOW UNIT DOOR ROUGH OPENING SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-V 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 water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y 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 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 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD 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 g 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, ��o (BEFORE FOLDING, SCORE PER TO EXPOSE 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" RE ADHESLEASE IVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 F FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING I� STRUCTURAL SHEATHING I, STRIP OF SAF r - - - -- DRAINAGE PLANE WRB I it I BOND BREAK WRB I X\! SF LATH � II i I I I I I n P BACKER ROD IS FINISH 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 ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all e+o 0 tt7 0 caco o -J O W 1Z g O g o i C CC N m x = LA- 'y fl N L N y O {O Q _. -4 d e = ;_ d0=a ! 3CC ie y a> o o . u Co N = a a � CM 0 N V O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W r Li N. 0 N W 0 S. 0M sr L` Ju- o Z - o� a Y oc W ' 604� Z LL oZ.rn m w LO N Z Q J G N o0 Z 0 rn W pp V M � 0 0 Z C N z o ¢d 7 J t - t/1 N z a CD ii 4 cn � U O w s �y N ,N v 'LU = Y U e - E w = L yy � L co N Y M e _ N r CDw M J N o Z z a LL EE Zo >o ,Z 0 of z® � _ o� 20 o0 Z�CL &< Wz w= _ cn ro C ¢o z . o OZ Z m � J oxZ Nm ¢ ° <w Z 8 3 ° 5 u W 0 3 w 2 g �ff a �Z �Z m hLL �3 � o w .IS ;o c� w� a � v .5 �3 =O o O = LL > Lr; C)co it co LcoT- in Ln 0 O coLO LO00 N f Q LO Z cM T- Li LO c Z f0 Z E T- (4 C C m a- E .. U Q (0 JOB NO : 23-06115 SCALE : AS NOTED SHEET NO. WP1 . _ r 11 _' I.�r �1 HURR/CANE Mounting Brackets 00 Gauge'i 4-1 /Z'X 4-1,, 2' X 2-12' 1� Back Cross Support (May kip cut toW} See Anchor Schedule Right Bracket (1b Gauge) Bolts 1 /2" Dia. A325 Galy. (ryH.) D t D # 14 Self-Dril ling Screws � o-s�s17 A/C Unit Bottom Edge a Hurricane Strap (Typical: 3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut tow) Left Bracket (16 Gauge) p 14 self -Drilling Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical.- 3 each side for hurricane use) *VL iL rml.Alauam unanu.aa.zu are pr.rynia3 T Lh a- in Hrarn.uad -4 t Boars red Related Seal Draeritg avellddr "a request (tie will apt) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pearl at lzndr2o21 �,r5. a S89a Enter Rik Date DartPMNina Dtra MM Mention I giW lndnaere Litres. ValidatedIN yrl93lQ 914Sgfg4d MAmroval AD atom Amretlen 2020 Saran Vent Products, 1. Morsel Graham Hermes F Naero P.E Locke Bowden P.E. 12MGM20 12116no2o 1228/2020 Approved caleaw. Structural Component, (677)441.6368 PE-73778 (334)300-1800 SubCM4gnry: Products Introduced as a Result of Info@smarhmntcom New Technology Campllnee MNtlod E niki lion Report from a Rodds Registered Architect or a Ucnsed Florida PrdessebsA Engineer aeot Product Metals QualTvAasurance A00rowdfor Use Ancrovsd inHWHZ fa Use outside HM 11.0artant IFFIDW Dealer PaaaQ. 1 Sms Vant Model a154P510 Dual Function Flood and Vent.aeon Vent 12a,1R023 Yes Yes N/A .1004100 2 SmertV-t Model #15404511 Dual Function Flood and Ventilation Vent 1201/2023 Yea Yes NIA .1001100 3 Smanvnt Model#1540520 tolled Flood Vent 121312023 Yes Yes NIA D0 4 _rtVent Model 01540-521 Insured Flood Vem 12/312023 Yes Vas NIA :!Wll ♦1 o0ADO 5 SnadYent Model 01540-524 luctud; Garage Door Flood Vent IN312023 Yes Yes NIA NIA 6 SmadVent Mode91540.570 Wood Wall lnsulabid Flood Vent 12/312023 Yas Yes NIA -10Df1DO 7 SmartVent Modal #1540.574 14.5&dull' G.rage Door Food Vnl 12S12023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pipe / al It4rml Y ➢RWY.gf RO no DMe)Parading mm Vrflrr, M-fact,OL Cooled E i±IrdDl! validated ea 3(added submitted FBC Amr.val Australia! Sumn, Rmisron 2020 Drexel Metals, Inc. Jadah Shumate Zachary R. Pined Lock. Bowden P.E. 081102020 08A9/202D 06202o2o 10/132020 Approved category; Roofing i502) 303-1511 PE-74021 (33413OD-1800 3uloCateigory: Meal Racing Nhurreagaexmet.com Compliance Mashed: EwUallon Repot iron a Florld. Roost ..d Mchaeed ore Licensed Florida Praassiona Ensinear PrOdtN MOMI. 4"*, a Name Product Dasarioaon QuadmAssorarice CoNrad lbOHrataal Dale ADaovedforUse Annroved h11Ktj Out" fa Use Impart Do" HM Et&tfSit $sgl{g 1 IXaxel Motel Roam➢ Systems DMC 1001,15, DMC /5088, DMC 1755, OMC 2005, 12/312025 Yea No NIA WF180 ONG 5V Florida Department of Business & Professional Regulation BuLilding Codes and Standards Product approval Application Detail Ratio za4 3vemz ` - - - , - -, Qft leg Di! 291 DatePendim a'ga Ygirsion comi Eraan.r i Dransevalidated IN FBC Approval A--d Revision 2020 Thermo-Tru Corporation Slave Jeperson Lynda! F. Schmidt P.E Rya! J. "Fig, P.E. 04/1572021 12a31/2020 04=021 0FJO&W21 Appv-ed Category: Exterior Doors 000) 843-TG28 PE-43409 (813) TST-6556 aubCaragaM. Swinging Extent Dom Assemblies saperson(4termatru.c Compliance Mathad: Evaluation Report from a an Florida Realstermf Pldded sir a Ucnsed Florid. Prdealonal Engineer FLA2DUS4t5 Product, gualhjy,Asesizaame, Anarmad for use Aooroved for we fig id Dimon ERg-ta Prodia MariL Kanher or Ilarrr Fig Cattrat ElalraVan Oas in j YHZ Rraauq 1 e. Therr7ru Fiber -Chase end Smooln-Sias Nominal 6039:6 6quctlmpact8qud: Opaque 12r312026 No Y. Yes WA Composite Edge Fbardass Single Door llnswng/Outswing: X configuration) 2 to. There-Tru Fiber -Classic and Smooth-Ster Nanhal fi&w31l;6 equal; lmped&qud: ape We 12r31r1o26 No Yas Yes WA Cornposte, Edge Fiberglass Single Door wait "fates) (InswngiOuaeing: XO. OX of OXO cortipuratlmsl 3 c.Thelma-Tru Fiber -Classic and Smoot -Star Nominal amee Sgictlmlact&0uol Opaque 12A12026 No Yea Yes WA 4 6. Therm-Tru Flba-Ot ..1, end SmodhSrer 5 a. Themes-Tru Files-Cis-1 and S.-thSar 6 f. Therms-Tru fiber-Osisle and 6moodi 7 V. Thema-Tru Fiber -Classic end Smoot4zar 6 h. Therms -Tin Fiber -Classic nd SmmtSar 9 i. Therms-Tru Fiber -Classic and SmbdlfSlr 10 1 Thermo-Tru Fiber -Desk and Smooth-Sler 11 k. Therma-Tru Fiber -Classic and Smooth -bar 12 I. Thamre-Tru Fibx-oessk: lend S7rodh-Stsr 13 in, Tnara-Tru Finer-Classio and Slltodh-Stu 14 n. Thanna-Tru FlbarClaliat and Smooth -Star 15 e, Thor a-Tru Fiber -Classic and SmaXB-Star 16 p. Therms. -Tin FlborCl."i: ..it $mmt-R r 17 g Themla-Tru FIGer-Classic and Smoot -Star Composite Edge Fiberglass Double Door with a *Howl Sidwas linsrrimyQairwing XX Or Oxxo cm8guretms) Nominal 8&039A aqud:knpedliquot Opaque Me E e Fiber ss Sin CanPo dfl 9la Wa Door ( Insuing•0utawln➢: X emeguraeon) Hernial 8&039;0 &gha;kmpaa&ghat Opaque Composite Edge Fiberglass Single Door with Siddae(s) ilrmadnglJaaW n9; XO. OXer OXO configurations) Normal 8909.0 &qud:kmpea&quet Opaque Ca posit. Edge Fibreglass Double Door with or wan out Wait. (InewinglOuhwln9: XX or OXXD Configuration' ..nr W39A dqud*rpec&quct Glazed Compoalto Edga Fiberglass single Door (nsaing/CxdswIng: X l ontguradon) m Nvnr 8&m39Z &gad:Inpad" Glazed Cdnpodte Edge Fiberglass Singe Doorwkh Sidelie(a) (InaW ngtlutewin9: XO. Oxor Ox0 eaifiqurrlms) Nominal 69039A &gJaArpaa&qud Glazed Carposte Edge Fibergass Double Door wit Or *.hour 9tldbes (lnsMngKMsin➢; XX or OXXD configuration6I Marine a&s39;o &qu t;".t" Glazed Composite Edge Fiberglass Sande Door (Inm1ng/OUNW Ing; X conigur"ION) Nominal 8&4W.,O 8ghd:lmped&qud; Glazed Composite Edge Flb"Ose, Single Doorw4h SmNtilm ilml WOLLaimg: XO. OX or Ox0 ealfo-tuns) Nominal 884118A &glottnpad&quat Glued Carpodle Edge Fiberglass Double D-with or well but Sideltas Onadno/Outseing: xX or OXXO configurations) Nominal 6&0398 ut' d Glued &qe rope &Wof Gl Molded Open Composite Edge Flbv^" Sage Door (In.Wing,Olin.irg; X conflgv nation) Nominal 66*39 8 &qua;anpad" Glazed Molded Op. Cempnsle Edge Fiberglass Single Does with Glazed Melded Opn Sidwitat.) (hsing/OutsWing; xO, OX a OXO consguntions) Nominal 6&ON A 8ghd:kmped&gaot Glazed Mokbd Open Composite Edge Fibergleaa Double Door colt ass hout Glazed Molded Open Sldealea (Insing/Ouawlna: XX a OXXO " Mou"b'"s) NaWnM 69#39:8 &MmirrYaa" Opaque Composts Edge nbargpss Sande Door wan Molded Open Sldrxe(4) Ilneino0utming; XO, OX or OXO omdgu rations) Nominal 6'& &aed:9mpedwel: Opaque Compedta Edge Fiber" Double Door with or won eu Glazed Mdtled Op. SM+tes (hselngrOuteaing; XX or OXXO configurations) 12/312026 Fib Yes Yes N/A 121512026 No Yes Ya9 NIA 12/312026 No Yea Yes WA 12131120M No Yes Yes WA 12/3112028 No Yes Yes WA 12r312026 No Yes Yes WA 12/312028 No Y. Yes WA 1213112026 No Yes Yes WA 121311=6 No Yes Yea WA 121312026 No Y. Yes WA iM12026 No Yes Yes N/A 12/312026 NO Yes Yes WA 12GI2026 No Yes Yes WA 121312026 NO Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegg 1 a 1 1=21 -. ... - Wry or 1g[i �tE Date Penang erg lYga version tlamdacOaY contact Vaadted Bic yegggpg Subl>nithffi FBC 9ggnzial Revision 2020 POT Industries Jena Rosow*l Mar1Y-010e Bcco - CER MIam-Dade BCC4 - VAL 11n02020 1028=20 11242020 Apprq a Ca.gory: Ebenor Dori (941) 4WO100 (786) 315-2590 Subcategory: Si EManor Door Assembles /osouesNilipdndusmes.c Compliance Mathed: CiatldcaUat Mark a Listing Olin FILMI aa3 Products Qua thrAssurance Aaoroved for the euverpmd for Use Imtmd Dum an Y Product MobL Nurlhso. NaM Rodwt OMcrraft- COMr a Otoatilan Oct. In KVHZ Outside 14VHZ ReslYan Pl- 9 SGO-SS70 (L. ige Mss4 bpadt Mnyl Sading Gass Door W142021 Yes Vies rev WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553,842 and Florida Administrative Code 913-72, please provide the information 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. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38a7 psf 4114/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation rP Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16t2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60e0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12131/2024 PGT Series 5500 FL261 e 1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soft FL15272.1 - FL15272.2 +75e0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B, UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK 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 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1507 .2 6 WA 1 / 2131 2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. 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 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 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 g rag FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 IJ26 022 9292 EptIC[g 20 20 Data Pending 1� LM Veneto Manurecture Contact Etalneer&ucense Validated av validated Submitted FBC Alberta SALE Rerfeion 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Sohn& P.E Ryan J. King, P.E 07I2312020 07N2f2= 0 Approved Catagoryr- Exterior Doors (800) 843-7628 PE-43409 (813) 767.6555 SU1aW*gory. SWrigirg Exterior Door Assemblies s)ssparsOnCtrarmctru.ro Compliance Madhod: Evaluation Report from a m O 0 Florida Registered Architect or a Licensed Florida wr Professional Engineer FLl70470433 Preduc[s ail =a Qaa1lN Assu ranee AOeroved for Use Aoorolatl (sir Usa Seo # Product Yodel. Number or Name Product Down adon ContractExolratim Dab In HVHZ Outside 14VW Rea Lathe 1 a. Ttrorma-Tru Fiber-CMssic and Smooth -Star Nominal d& 308 8quol;lmpact" Opaque Composite Edge Fiberglass Single Door 12/3112IT22 Yes Yes Yeses �A core (lnswng/Oulswing; X confguration) N 2 b. The-Tru Fiber -Classic and SmoothSar rms Nominal e8#39:& 8 glJotimpad8,quot Opaque 213 112072 Yes Y Year �SA� Composite Edge Fiberglass Single Door with (a% O XSidelkeW Onswingl0utswing: XO, OX or OXO configurations)N 3 c. Theirrra-Tru Fiber-Clasalc and Smoo"tar Nominal W39;8 "lmpad&quoi; Opaque 12/31/21= Yes Ye Yes '� y Composite Edge Fiberglass Double Door with or r C rout Slddtes (IrrwingKOu4wing; XX or OXXO = C 4 d. Therms -Tit; Flber-Classic and Smooth -Star comiguratons) Nominal seD Squotlmpact&qugt Opaque 1213l/= Yes Yea Yea 6a spt,ya � Q IWA -; A Composite Edge Fiberglass Single Door 5 e. TFharma-Tru Fiber -Classic and SmoothStiar O nmsv4lglOuawing- X configuration) Nominal 8&936,08gwt;lmpad&quest Opaque 12J31f2022 Yes Yes as N V V •I.�, Composite Edge Fiberglass Single Door with C k.. lay ed Sidelke(e) arreuinglOutsAing; XO, OX or OXO 7 t1' T configurations) C a 6 f Therms-Tru Fiber -Classic and Smooth -Star Nominal 8',,0&gL4Impact&qud; Opaque 1V31 r= Yes Yea Yee Composite Edge Fiberglass Double Door With or 4O p vrithout SkWte,(Irawirg/Outswing; XX or OXXO d u configuration.) L 7 g. Therms-Tru Fiber -Classic and ErmothStar Nomina l 6&S'39e 1%q altlmpact8.quat Glazed 1213lr2022 Yes Yea Yes WA p Composite Edge Fiberglass Single Door `•" OnswroKNxtsveing; Xconfguration) a h. Them.-Tru Fiber -Classic and Smooth -Star Nominal 6&A391.8 "lmpacr" Glazed 12Y31/2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door with 5Celte(s) Qnswf lOulswing; XO, OX or OXO configurations) 9 i. 7herma-Tru Fiber -Classic and SrtroothStar Nominal 8&M.8 &quoklmpact" Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sitlelltes (Inawing/OutsWrig; XX or OXXO conrlguratons) 10 I. Therme-Tru Fiber -Classic and Smooth -Star Nominal 8&139,,0 4liot,lmpad" Glazed 12131 R022 Yes Yea Yes WA Composite Edge Fiberglass Single Door (inaving/Oulswirg; X configuration) 11 k Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8$0 8grlotimpat&qurfi Glazed 12r3122L122 Yes Yes Yes WA Composite Edge Fiberglass Single Door v4th 3idelte(s) line ingloubxing: X0, OX or OXO configurations) 12 I. Th firma-Tru Fiber -Classic and Smooth -Star Nominal 8ilall Squct lmpad" Glued 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or wbout SKfeltes (Imsuning/Olatawing; XX or OXXO configurations) 13 m. Thermal-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "lmpact" Opaque 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with 8quot,NorHlmpaol" Slde1z"s) (1 mMr g/Outswhg; XO, OX or OXO configurations) 14 n. T1lerrna-Tru Fiber-elasek and SmooM-Star Nominal 6&A38,8 squat lmpaet" Opaque 12rSl/= Yes Yea Yee WA Composite Edge Fiberglass Double Door sdth 8quotNOn,Irrpact". Sideli[e; (I naamWOulsw ng; OXXO configuration) 15 0. Themra-Tru Fiber -Classic and Smooth-Sw Nominal 8&D "impact" Opaque 12/31/202<^ Yes Yea Yes WA Composite Edge Fiberglass Single Door Wth 8quo1;NorHlrrpad&quo1, Sidelite(s) (InswinglOutawirg; XO, OX or OXO configurations) 18 p. Thermal-Tru Ftber-Closslo and Smooth -Star Nominal 8&MD &quctlmpact" Opaque 12131RO22 Yes Yes Yes WA Composite Edge Fiberglass Double Door wan "Norelmpad&qunt; Skdeltea (1 nfaNngfOutsW ng; OXXO configuration) 17 q. Therms-Tru Fibar-Cl ..ic and SnncthSt r Nominal 8&#MB "Non-Implecl" Opaque 12/31r= Yes Yes No WA Composite Edge Fiberglass Single Door Onswing(Wtswing; X configuration) 18 r Ther a-Tru Fiber -Classic and Smooth -Star Nominal eචgwtNon-Imped8iquot Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door wth SideMe(s) OnsWrigiouawing, XO, OX a OXO configurations) 19 s. Thema-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non-I mpact&qud; Opaque 12/31/2022 Yes Yes No WA Composite Edge Flbeglaxc Double Door wth or v4mout SWattes (Inawirg/Outomng XX or OXXO configurations) 20 t Therms-Tru Filar -Grassi.- and Smooth -Star Nominal 88#39:0 BquotNon-Impact&quct Opaque 12/31/2D22 Yes Yes No WA Compost. Edge Fiberglass Single Door (InsxinglOutmeing; X configuration) 21 u. Therma-Tnu Fiber -Classic and Smooth -Star Nominal 8lt#39,D "Non-Impactfiquot Opaque 12/31 r2022 Yes Yes No WA Composite Edge Fiberglass Single Door with adelke(s) Oninuing/OutsAirig; XO, OXor OXO corifiouratons) 22 v. Therms-Tru Fiber-Ld-u and Snwo9-Star Nominal 88439;0 8rquotNlon-Impact" Opaque 12/311= Yes Yea Nlo WA Composite Edge Fiberglass Double Door vdth or without Sidelites (Inswing/Outswing; XXa OXXO confguretons) 23 w Therme-Tw Fiba-Classic and Smooth -Star Nominal WAF39;8 &quokNonlne;sd" Glazed 12/31 2= Yes Yes No WA Composite Edge Fiberglass Single Door (I nawirg/Oulswing; X co iliguration) 24 x. Thenro-Tru Fiber -Classic and Smooth -Star Nominal BBr#398114quot.Non-Imp"quot Glazed 12/31/2022 Yes Yee No WA Composite Edge Fiberglass Single Door wth SldolWs) 0nsvAregX lswlrg; X0, OX or OXO Configurations) 25 y. Therms-Tiu Fiber-Classlc and Smooth -Star Nominal B&C39;8 "Non-InWct" Glazed 12131r= Yes Yes No WA Composite Edge R"Issa Double Door wits or Y4mout SMeltes tino inglOutewing; XX a OXXO confguraBcnal 26 z. Therr a-Tru Fibeir Classic end Smooth -Star Nominal SSAM:O "Nen-Irrgad&qugl; Glazed 12131r$12.2 Yale Yes Ne WA Ccmpasi a Edge Fiberglass single Door (I nswirg/Outsv i g, Xconfiguration) 27 ze. Th onna-Tru Friar -Classic and Smooth -Star Nominal 8'0 "Non-ImpactiSquot Glazed 1213712(i22 Yee Yes No WA Compost. Edge Fiberglass Single Door with Sidelte(s) (InswlrtgfOutswing; XO, OXor OXO configurations) 28 zb. Th rmia-Tru Floer-Classic and Smooth -Star Nominal B&038;0 "Nor ImpsO" Glazed 121312(r22 Yes Yes No WA Composite Edge Flbargilm Double Door win or without Sideltes (Inewing/outawing; XX or OXXO confgurabons) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pace 1 of I 2WI Ss44! enter or Dell Ala Date, sectorial Imp tit Enarceri Llcrrt. Vaadatod ae SUbMntffi FBC Amrava ae8fal'd ReIASW 2020 MI Widows sad Doors Rem Sfln➢er Luis Roberto Lomas Steven itUri PE 1(Mia12020 1008r2020 10/192920 12115=20 Approved Category: Exerior Dom 4717) 365-3300 PE-82514 (?17) 317.8454 "Category: Silting Exterior Door AsseM)ees M NhgerQmiwd.rxlm Compliance N4thoct Evauatm Report tom a Florida Registered Arch tea are UCemmsed Florida FLA1533249laroduda Professional Engines assM lyddua MorMl. larnberorName Quality Aa.uranaa Comm excitation Acxovad for Use Date In KWIC Actrovad for Use ]mma &rffir1Md DOOM pressure 1 SERIE9420AdUMINUM SGO SERIES 420 ALUMINUM SOD OXO 12012024 No Yin No N/A 145-31"quotX80ii NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 42CALUMINUM SOD OX XO. XX 12G12024 No Yes No WA 9811qudpi80dquot NONLREINFORCED 3 SERIES 420ALUMINUM SC-0REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12/312024 No Yes No WA 145.3A4&qu"x%qud; 4 SERIES 420ALVMIOD NUM SREINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12J312024 No Yes No WA XO. XX Se&quo"9r3" 5 SERIES 420ALUMINUM SGO REINFORCEO SERIES 420 ALUMINUM SOD REM ORCED)= 12/3112024 No Yea No WA 143&qupi:xreiFoud, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel a] tom i .. ]),mg& Ygptgp Illariurfacturrar ContactEngineer Umw eee VaaMMad QV Vdldlbd $Libmmd FBC Aanroval Approved RWsion 2020 Werro-Dalm.a division orOverhesd Deor Dwayne Ko-nish John E States Jamey P. Amason. P E 1 ot122020 0DOWA20 10232020 12/152020 Approved Corporation (330)78b8121 PE-51737 (904)821-5200 Caagoir. Extnor Doors dkunis h@wayne-datm c SubCatag, W. Sectional Exterior Door Asserrldim an Carpller+Ce Mamod: Evauel" Repot Ran a Florida Registered Architect or a Licensed Florida Professional Engineer 1LA92d8-R20 lradutls Gustav A,- Amaveu for Ufa Amrnvsd for Usa It .. OF gg(on 81g# Radxt Mods. number or theme Product Deccnndon Caved lxclratlon - a a1 HVNZ OWIm HYHZ Resistant t'loisrusure 3 8000I81D0/8200#1105 MASS: Me. widh. 14' Max height. Gledng 12/31=3 No Yea Yes 31,001-35.00 evMlebleIn top orIMemxdled Fiedler.10 60a9B190/6200111123 i68a39. Max width. 148aSe. Max heiglrt. Ol#dng 1201=3 No Yin Yes .30.00/-33.50 .v0llabb In top or intemrwdlate sedw. 11 8000 IOM200#1124 160,409Mee width. 14W9: Max height. Gluing 12131/2023 No Yes Yes .34.40A38.30 evalabie in tap a intermediate sedlon. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail r.ga 1 al MY2021 ,. _. Y ... - - ;go I nifty or am Pat DM. Penguin hits Yaman I Contact Enaneer&Lice- yalidatedar validated! > FBCaenmvr ail-ud adze RwAakn 2020 Codes DlvalmdAA00. Inc. Ton Ridley UL LLC Troy Bohap. VE- 12MN2020 12A72020 12/2e/2020 Approved CMngwy: ExIMor Doors flirt) 494-28/3 i,954j 1347.OB80 "Category: Extenor Door Cam npents tan.rebeyQeaee ebloy.co Compliance rhmod: Cerliflcadon hark a Listing m FLainlas7�le Rerduah Quality Assurance Accrov4dfor Use Approved for Lisa Impact Design am# Proctor Yotlol. MunhMer Wna Rorluet Desodullon calbad E..*."-Dab In HVHL a RastgQ 1 SO7. TOT, 727, 747, T57. 7: /, end 647 9gb eM Peke d Flu 0. GMad. and Louvered single and palm of 1V312023 Y. Yn Yas WA Doors hollow metal dons. Florida Department of Business & Professional Regulation Paget d2 Bulking Codes and Standards 1F,12o21 Product Approval Application Detail Cod. ammo a - - cola Doe lot. porldm nr. Jjpg VersionIfiroublichurearcarried Ydidalm a.. FBC Amravel A92roved$foal& Revision 2D20 MI VAndws and Doors Rent SYtlinger American Architectural Steven M. Urkh. PE 11A72020 i V17/2020 1127/2020 Approved Category: wridaas r71 T)365-3300 Manuactaere Association (711)311-8454 Subcategory: Singe Hung bftlnper4,ymW.bom CO VItmaM4Mod: Con"o tim Mark or Lading Rbdxt YtMM Musser a Nam. DlW1�6311®rd Ataaved for the hocraved for the broad 1� 2231E �Dersdtllon CayactPmintionoMe inHVHZ OutoldsHVHZ Its ). 2 185 SH 5202 Flnlle ng , Frame IGSG Single Hung 10/082023 No Yes Na +SLY.60 Laminated Gle.. W N Q 6 0 .a) CU U C O O C O 0-O O (D � U_ CU .� iECV -0 �� O Caa 1--.d._U) I- Q Z Z W J '011-aliall W Z C_ vn cia `V > O > L L CL L U O L Cl) U CU m Q O L CU UJ G a � z J Z Q J .- SHEET NO. PA 1,0_ — - — .. I __ I I I 11 Ft I I I I I I I I , . , - - I - - - .- I - - I I I F - _' I , T " I , — - 1,71 lims � .W."M I .11-0 (1) (1) C_ I Florida Department of Business & Professional Regulation page 6 d 9 Florida Dapartmard of Business & Professional Regulation Pool .ft Florida Dope rtment of Business & Professional Regulation pop I orl Florida Dope rtment of Business & Professional Regulation Pop I cr2 — CU (1) -.I.- 0 -0 > Building Codes and Standards 11252D22 Building Codes and Standards JUM21 Building Codes" Standards I F1=1 Bulking Codes and Standards 1 G2021 .C-- = 2 2 -' _0 ______ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a) CL a 0 I (1) ICL 0 " I , — , " ry�'Mp ":�F��'�' �o!�' -'_PT� '�S__-_ w I � � *-,'--��.'i�z'-,��l�_-,,,,,,,,�,--�����i�', I :11 - . 1%w"1"11N'_._ A IIII6,1144-6-VII, -1 'i -�"z�' � " " � %k.� �"' _� , �* �1�1`11_1'144_ - UW10 � 00 - - - 1- . �." 1_,' '!��...:� �'� �-' "� , I '_� � :.'_'P'1�1 H���� 1-��W��i��,�'-,:-�;,'�7-,-���7,1�� '_4'L__�M1_N_' - _ . 1�_"'�_' ' I .� � - - I- F", k - - - � I' Z;n '�"�_' 4", , ",- _ " �, - .7� j'" W_ - 0 �._191 2"I MUM 120 = Dab Pending 291 IsPt'21_12A �M' �� - - � A :i I 1� , � - �' __-, - _� " . �"' �.-':!-v-��_ - �����.' -��'�" " Y-"-�e'7�"' , �'k, _2-��_ - , � .. �._ ' - CU -0 IL I= Version Manufacturer Contact Enalnear-AL License Sulacaddled FOG Approval Approved status 2211111 Eselfifir 29, 1111111JIL Data leandiso Rd& C&O Emity a aill ft# cars An ragill mm Version marturfloasimar 20 2" Dole Isencirss am Contact EnoinwerLUestru, liagaudift xdgim S.1haftled FBC Acems" Managed WAK = . ..'e' 10 Qi Revision 20M Th.-Tru C.p-b.n Sri- J..Psmson Lynd- F. Sm m,dt R E "n J. King RE 10)07rJWI opfiltr2mi I Oil W021 12MM2021 Appd TIM Version Manufacturer Conrad Validated ah, VWIdWWx1 Sillim F&C Approval Approved at&" -7vm Vorrodw Marealactsmor carted E,d-,&Lk-, MMLO&IL& Yddm Stagehand FaC Ateressis Agmam mahm FhrVSikk1 2020 Mt Wird-.rd Doors sent Sansw American Archlecturnal Steven M. Mich. PE 11122120M 1112212020 11086=20 a 0 - a) -!-- Category. Exterior Doom (8W 1343-7620 PE-43400 (81 3) 7674565 Affwmedion 2020 POTIndustries Jesse Rotankeld Wiml-ti.d. BCCO - CER Mkini-D.A. BCC0 -VAL 11mr2020 I i0D5M2O 111IM2020 Approued Ranksion 2020 Mt Wadden; and Desire Brentshinger American Arch tWtX1I Sleyen M. union. PE 1009=20 IMEV2020 10AS2020 Approma Catagoer. Wirldows 4717)355-330C Mimuie.ht- A-Whon j7ITI3174454 i Approued C M -cu SUbCaftpry�. "niging Extemor Door Asisombfies, sliaspersoreCthermatru.co C.Isew. Wnd.- (941) 486-0100 (786) 315-25N category "dows (711) 365-3300 M ... Uctureas Association (?M31T.8454 "Category Fixed lbsitfing,,girrilmd.cons = cn Compliance Method: E�Iuabon Reportfrom a in B.bC.Ugc,r. Sna. H.ng Compliarrack Madhod: Codification KUM Lisang jrowoosidlipponskletilet.c Om "Category, Horizontal Sides Compliance Method 0WIficadon Mork Losing bsW1rg.rQ.rhed.- Compliance Method Cartillication Mark ar Liring (D -0 0 -0 Florida Registered An,hkartft or a Licensed Fiords Protessioral Engimsex- or F1.423111411231sroducts or = 0 0 . = -0 CD FLOW41111-ft? latioducts Causift A,- Ancestress! Nor U, Anarchists for U, Wall Diek, Quality Assurances Approsiodfortloo Accroved for use know cuim aLotuAlmum Anchroaselfor Us, Anx9ndiaLLba L_ I 0 a- a -2 3:: DualKyAwLimnm AgRand.liff.M AGamovedforl.1- 111111111111A 22= 112AL! 11MIJI: In HVHZ outslchr H Resistant Pleasure Ila am LUO in MMIZ Outside witu assistant Prassuma 11MA Product Modd. Number or likuns Product Descirlittle, In HWZ Oubide 11M C,#Ujtljd I * a I 0 U_ Boost product fdodel. Number or Name Product Description Contract Expiration Date In HVHZ 2�tside HVMZ Resistant Pressure 2 GHSWO (L.rg. Weiss. Imped) VWM Single Hung Wncl 117,30,7025 yea Yes yes WA I HIS I0 Ft. and Pang. F- 73.02 lr-kd.d GI.. 02M 812024 No Y_ No -W-55 I IM PW ". 72 lr.w.t.d Glass, 0"3)2= No Yes " No a No 11 C CU = - CU I is Thetme-Tru Fiber -Classic and S.-th-Sps, Nominal SSJM.8 Squo0on-Imp"Squot Opaque Iwl/= Composite Edge Fiberglass Single Door No Yes No MIA 4= " 0 �. " "'_ C) > 7 IM . I. ) t C= C) 2 b. Therma-Tru Fiber-Clasaftc and Smooth -Star (In3viiing/Outtening: X configurabon) Nominal 6&0*,8 8quMNon-Impsolitclucit, Opaque 1213112022 No Yes Nb NIA u's . . 6 = 12k . . P:.D -0 E 0 Composite Eta Fiberglass Single Dmwft Sidelito(s) (InsviinglOutawng; XO, QX OXO - — . I= - . I , 9N a) I I 2as: C/) (D " -&-, Leee (D— a configunifi—I = ...; 7 . . . X 1 o-0) CU 4 OL 3 e. Therma.Tru Fitar.Clault, and Smooth-Stor Nominal 51,01311:8 SenestNon-Impootliquot Opaque n 1213112T No Yes NO N/A I .T #A .= . '. "IE 402 4 � .= CU _6`` Fiberglass Composite Edge DoubiB Door Win or _j to w . 1-- = I �. U) < WftutSkMitm(iraoAngtOutgMng.XX�O)CXO cionfigurations) i = _" I n .; .X -acc - �: : : : I -3 -0 . - le --- 4 d. Thism-e-Tru Fiber -Classic and Snood -Star Nominal 784#30.0 8quot;h1cm-Impact8quitt Opaque 121311= No yors No N/A .T �� - ! Composite Edge Fiberglass Sh9le Doo, - V .= E i : == 5 e Themnes-Tru Rber-Classic and Sn,.,Ah-St.r (Imming/OutsmIng; Xmitfiguration) Nominal 78:039,08icrucKNon-Impactaquot Opaque 121311= Composite Edge Fiberglass Single Door with No Yes No N/A :1. a) Co I= L) . ; -c:c � : ; M 5delWe) Orionang/Outawng; XO, QX or OXO 5:�' -ra 1- configurations) .T .= : w t a t Themna-Tru RW-Classic and Smooth -Star Nominal 8SJs38;0&quo1;Non1mpact" Opaque 12131r2022 NO yes No MIA Florida Department of Business, & Professional Regulation Far I .ri Florida Department of Business 9 Profenional Regulation par I or, Florida Departmard of Business & Professional Reguladw , Do If = Composite Edge Fiberglass Single Door Building Codes and Standards 1115=1 Building Codes and Sta riderds lFrImi Building Codes arid Standards t*5 w = ; :W, proni,ingtOutswrill, Xcontguration) I J= L 7 9. Therms-Trit Fither-Classic and Smopti-Slar Nominal S'06quouNOnlmpqcMquok Opaque 12131r= Composite Edge Fiber-glass,9inglis Door rAth I'Jo yea N. N/A Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail to 0 : Sidelfters) OnwimStOutwormg; XO, OX or OXO cc ; - :-.1 - " ;"�"Z'tn'1 -A. '-1 � "- M'� - " �'T�' , - ,.. _ - , � �_' -- '��--, __ x�u � *llillli��i�v, �- ��4TW-pr _ - _V " .- � � , I � . � ig"K a, " g'An;�.�� .. . .. . �,���,,�',,'��-',i��----,,�,:��.",�,,,%,�;,----- - �5e�Aw;V-�" ��7nr . - , ��_ Zt�f�, , �Z ,� � 'Z�D � - � .� ��i '5'� t - _';_F,�':'�- �'�S�_ . __ - - � - I � �' �M" I '�j�" -_�"�_"'IL'�__�t '� _��Z� _�__'�,.jA� _' -1 '� _ � _��_ �Z� �'v�;'�� - " ' �� __ �� ";� ��-�_�'F 1"��_--. I -,-,- - ��7 - 11 . . , ,. , � , "v , _; - � '�� '� --_ - -_ - � ' - ' ' "��!�. ... __ I � ---- -�� �;' 'V�._' , W��"�'�-�:'Z��- - f� P"'V,�-��""-_�_'.� "�7�'m'*"g'7 -,'k' --,,,�,�-�.-f�,A�,-�..!-�,,R-,--���'-" �'ft Z�" A "I" .' - _t v f, " �! Y'ri V'7�W'4.'��'�' �"N '� " -, - _�'_. ' W AN. W", r ; M �_,"�', 0',� - - ... a- , configuratione) 8 It. Thentres-Tru Fiber -Classic and Smooth -Star Nmnal 80&qucr;Non4mpactSqu:t Opaque 12131= No Yes No N.IA I Composite Edge Fiberglass Double Door v.ft or - _� -1 I— � - - � - � I " " ram - , __ 711�1', '--.�Oer', "IF-'�,�.��-.'L'�����'�IT,��"I'���" . . ` %�'.. _'_--1_1 n: I - I . - 4�6- Enfilty w 291 jut [mt. Points- RAN 296 �' �� , I . '�� .1 ; , "I, ��,':_�'I� t - �� �� , Entire Or, ��-' --""�� .'g�"4 -' '�4�.--r' � �"' �'4a ';��' A" 21111 202wdm _� -j'�,�� . � - _� , , 20 '-stm-21"W".1117"A - - . - - ,- P--�', I . I .... vp'� �'�:- �'� I '�' �W';_'_' �'-W'��'� -, --,n __,'� QM --l-o-4,Q� '�_. �,--t';',,'��:,",7,jl",:--��,-I - '? � "�� -W! --- � " -� - � -� � z -51 , Y N � �' '- � ��n, -2 A, --i t- V � � � �' - , �;� -, � _�Z � K �� 219 am Bet.leamand 2111 ; iP ; 4 Wilhourt Scielfts inewinglOutraoing; XX or OXXO configurations) am Version Manuf=Wm Contest Steel— 9 lJorings V,11",d B, Validated Submitted FSC Aceroyal Aind! A" I= Version N,,f,,t,- Cortact lindrairrau-0 Validated Bv Validities! Submitted ESC Acknoseal A,-,d ima mm Version Manufacturer contaa Validated EW Validated submitted PSC Approval ADWOM §ma 9 i. Therma-Tru Fiber-Classicand Smooth -Star Nominal 89";8 ":Non1mpaoMquoi Glazed lwlr= No Yes No NIA Affirmation 2020 PGT Iridosdrev Jen. R.-.dd Womk0sece, OCCO - CER Miamil-Dode BCCO -VAL I V0512020 1111051202a 1114V2020 Approued R.-Aw. 2D20 Mt V61hd-.hd D- grant ShOW Luis R Lomas, PE S-n M. Lkich. Pr loffism2i) imer2m 10AW020 12115=20 Approved Affimisalkat 20M PGT Incostrics, J., R-dd Miaml-Cad. OCCO - CER alkard-Dall. BCCO - VAL I IMM20 110=20 1111112020 AWC.d Composite Edge Fiberglass Sing le Door Category! lnvhridkn� (941)40"100 (786) 315-2590 Catagery! Wkid� (717) 365-3300 PE-625i 4 (7173317-8A54 colhourcesn. VMnd- (W1348"100 (786) 315-2590 ansWriglOurtswinag; Xconfigutation) SubCaraphey: Read rrosessisidglingrinduentia.c SultiNtagantin Mulhon, biltingerannowd.com subcategory: Mullors hoscareldlikligtrichustritax 10 I Therme-Tru gibe�CLUSIC arid Sm.offi-Sta r Nominal SU39;8 AquotNon-Impactill,quak Glazed 12131 r2M Composite Edge Fib.91- Single Door Win No Yes NO N/A Carripli ... Mathed: Cofil.bon Mark or LM,g Orh Compliance Method Evaluation Report tom a Flialds, Riogishmid )iirchlhect or a Licensed Florida C.,Mll- Nalhad: C"Mc.ti. Mark or Ustirig Orm Sidelfte(s) (InsirifirrWOultswing; XO, OX a OXO FLA2,113424 Professional Enginew FLOMAUProsketto chonfigunition5) 11 It. Th.mrsti Fib.r-Chassx, and Smayth-Stor Norminal 8&hGS8 8qUat.Non-I Mpeoftut,t; Glazed 12W Q022 No Y" No MIA Quality A2sairanco AaguasigilgE.Vast Actog-d for Uss, Wheact DoMen Is List L-Z"s plechart. gkwkAulEm Ackwayied for Un Ackcrcryisd for Uk, immuset 2mm Z Composite Edge Fiberglass Double Door With or 122A Rocluict M,d,L Number or Manne pioduct orkernort Cosetradl Exatrallors Data In HVHZ outside HVHZ R,MW-* lestroacura it" Pro" Model. Number ar King Product DowriptNtin comad maralliml Dal* In I1VHZ O"Cb assistant pressure vAhwt Sidelloss (InssiOnglOurtasuing. XX or OXXO 5 PW-5M il-arp, Missile Impact) Mnyl Fixed Wnd.. 04.30/2025 Y. yes Yes MIA Quality Assurance AIMIRMLEauln Amovad nor use Weeks 219M 1 Mims for All Doom an cl Motions Akimmurn Wilions OU26=26 Y. 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Glazed 12131r2022 No Yes No MIA Composite Edge Fiberglass Single Dw,,Ah Sidelfte(s) fl nsyshro'Clubmaing; XO, OX or OXO wrifigurations) Florida Departritent of Business & Professional Regulation Pop I oil Florida Department of Business & Professional Regulation Pag.2dr2 Flodda Departmenil of Business & Professional Regulation Pap 3 or4 15 p. Ther�7nu Flitser-Classic and Smooth -Star Nominal 8&039;0 "Non-4mpwt&quct Glazed 12131 t2O22 No y ens, P40 NfA Building Codas arid Sta ndards IOM21 Building Codes and Standards IG&Ml Building Codes and Standards 30=3 Composite Edge Fiberglass Double Door witin or withcut Sidelines (Imphiing/Outicryng: XX or OXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail w 17 q. 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NO MIA WA lial ,Vbw-t Quality, Assurance Product 1112cricilars - - - Approved for Use Assaroved for LOW In HVHZ Ditteld, WAM mm 2wM assistant Pro-, Aga ��!" or N.- 3 0 RIOM WAL34lidt: Preakict battened- k, HVHZ Quinsid, HVHZ Itedidget P-re Akimunum Italia Von. for pitorsod me$ fabricated 12/31=4 No Yes No WA Door YAth " vAthicirt 1 U302 Sidelits(s) oresnamingrOutakati X OX XO or 0% configurations) 2 TAMKO Roof Underlay,,-!, (NON44VHZ) jurisdictions R.olund.d.y.-I. f. - it FBC n-44VIC W29,2023 No yes MIA NVA 1 = .0= .9h Stores for Tit 26 OL stwbc roal'vendkilarr Mtn battle 091"Mm yes Y. MIA WA from 0.025' Aluminum halssictions. 2 TANIC00crosenookVera 3 TAMCC, 011i Rod Vert wO Shake 20 9L OWM06 26 its. sure roo(vantralar- sylin integrated bork Osive/2026 No yes Y" Yes WA -01-52,5 NAA WA 4 TANICO Round Top Off -Ridge Vend voilit Balike for Tit* 26 U& static roolvembWor with baffle 0910SQ026 yes yes MIA WA I Florida Do partment of Business S Professional Regulation P.O. I of 1 Flodder Department of Business & Professional Regulation Part .0 Florida Department of Business & Professional Regulation p.g.iorl Florida Department of Business and Professional Regulation Building Codes and Standa rds IMAZ Building Codes and Standards IffrMl Building Codes arid Standards 302023 Building Codes and Standards 3115/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail w � � �_ _�i: 4 � - - --- __--� - . - .- '. - - --- - __ I 11 _ , � — - .- , �� 1 " - � -g�,'���'�'.'��,,-�,;�"-��'-I�,-��94e� n��z--,�;�,�-' _�,�','.�,rf�"._,,' 13���l-k�-.-',.,-,�,,�-,-,--�"k,-�;7-fs-;,12!��. 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Vorew Manufacturer ISM or Cated &,A,- a U_ Veliclawd Big 2" 211 [Me Paradforks Validated Submit" Fac Ancenew 20 A,-,d Ran iw mm Veteran Mww%Mw Ro M Dols Jasmine am CWUC4 VddKW By Vdktued summog F20 Ackarcival Agent WIV&S I'l-0620-111311 Rism 2020 Lcamm- Kohl. Jobey James L Buckner. PS, stinem M. LIMA. PIE I i)23F= W2$M20 11MO20 drig FBC Appr- Revision 2D20 great Roofing Andenson lihoter LAPNO unifts" F"eu.nn G.yw.vftlk. iliMM20 11J=20 11IM502020 Appr-d Revision 2020 GI" Prosedw Products, LLC. TV, Robinson YAW A, TIE Jr. P.E. John W, Kn azevich. PE 09,080,20 Owl"M IMI/2020 12J15M20 Applo,ed OD 220 Entfly a 20 2at 2M 2a Status Cat.g.r. RIng (501)"3-SIG3 PIE-31242 (7i7)3174454 Category R.0% (8DI) 380-64GI Serum LLC. (205)854-01160 chitaiaw. Shutt.. fees) 68917545 PE-441117 (964) 772-6224 JNM version Manufacturer Canto Engineer & Wlidated B Revision 2020 POLYGLASS USA filaur)4kipwt License John W Validated Submitted Pending ARRroved Approved 1012SQ020 10r22J2020 F8C 12/1512020 SubCd.WiyRIngA..secmsaffiaI.n InIWW Pon olthe Roofing System Corraftleancessishad- Evaluation Report town. hisheyelosiffloO com Subcategory. RoollisgTiles Compliance Madead: evaluation, Repc,t fissm a Product Ev=don Estly RotionAndanummillbonal.cd in Subcategory! Stores Panea; Carlillorkes Method: E�arwstlw Repart them a thsix.tinsommappent in Category: Roofing S954233133OSrrLalpert@poiyglass-�m Robert Nieminen Knezavich, PE Florida RegaistewdArchitect me Licensed Florida Florida ReglathensclArcliked a a Licemsed Finds Professional Engineer Subcategory: Undisdaymants PE-591 68 (954) 772-6224 11101/2020 Profostimal Engineer F1.91TRUMAreducts FLAMU94tl2 Products Costly Assurance, AccreverdforUss Awroved for Use 1111112111d 21121120 1,11,01150111111,4141 Products, Compliance Method: QuAw Assuriance Anowinvittl for use Aloorinted for fte knout Design at" ift�fthkayknk,orbliuicaaa' is _rmy . Split Old English Product 10-rintion, contuld Ltaireligitual Fiat Pink, Do-, CC in IWVHZ Maoist, MW NJ. sluggital P-na gwwvAukum A,,,v,dft,U, Awromidtor Lim WWI Dft- E Evaluation Reportfrom Ing M flumb, or N- Product Descriciftut Cortraid Excilration Data 1, HVMZ Outside MWHZ Alaulull Pressure . skua� Thatch Uhmp� Wood - 12137=0 Yes N/A WA EgLt agomw&zakswaalk as KVM outside MVKZ siguillug P_ a Florida Registered I = DA-4 or TRVB..It V.ck-Aj, DA-4 Lm Polls, Polypropylene Pfiaaffic� Roof Vent 121IWO25 N. yes No -975,197-6 17 Sony Ko - Stan. Shake Urnp: Sort Shake Flat Profile -Stookin. CA IMIQUO No yes MIA WA 1 20 Gage G.1-hical Seal St- PI,JHVHZ C=gwtd Galvanized Steel Si- Panels retaired 12JZI/2023 Y. yes Y. WA "aleassaill' Architect or a Licensed Florida Professional Madherically Adia,hed 1. PV..d Diick. g Saxony OW - State, Shake & Sort Shake 19 Sony 700 - Shake, State amp: Soft Shake Flat Proi - Risk., CA 12131,202D Flat Poll. - Stockton, CA 12t3ir,020 No y., No Yes MIA MIA MIA MIA 2 24 Gage -3al,arl-red Steel Shmm P.nc19MWHZ or Mt by heag to proAde hurricanes prokedim, Corwriated Galvanized Steel Stonst Panels retained IM112023 NO Yes Yes WA =:) a) Engineer 20 Suni - Shake. Sate & Soft Shake 27 Taj_ an. t a. =' melart. Flat Proffle - R1.1o, CA IV31120 0 High Proll. - Katy, TX 20 J2020 I No Yes No, Yes MIA NJA MIA NJA or not by mocks to pro,100 hurricane praealm a) FL#62W6R31 Products CluallyAnsurane AD- for use 9 hrjV22tgJfgLVM IM= Dom 25 mile Loor Fiona - Katy. rX 12M,2020 No Yes MIA MIA ___ __ :Z .&-- U) S-# Product MQKW, Nuyrbw or slansai Product tionscriliction 2gritract Eigaradon In NVE Date MAIIIJIM Resistant Pressure 1 Polyglass Rcisof Underlayfintents Rooling underlayments 1100= No Yes NJA 4wN,M'6 1 Polyglass Roof Underkayments (HVHIZ� Polyglass roof underayments for use In FBC 121`23MM yes No NIA WA M HVHZ jurisdictions. > 2 Polyglass Root Underlayfifirsents (non-HVHZ) Pollyglass roof undedayments, lot use In 12f23r20Z3 No FaC nor,HVHZ jurisdictions. yes NIA -NJAJ-MZ 0 1 Polyglass Root Underlaymerits. 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No N/A NIA 0 < ' I F Al ""� -7 i - - " " _ - �" r ��' _;��_v �-'��_'."�'�._�;�� __'' _'�'__ -0;'.,;�j__P��' - ' WR -_ ' '� "�' " I Z �' '� �i`X� _`.�'�'N ".11,110. -11.:"�,'�,' wiw�: 10 . 2 Porigilass Roof Underlayments (non-HVI12) Polyglass roof underayments, for use in 1712Y=3 No yes NIA +NIAPM.6 -V " 926 Fritity or 29A MR Date Partitive 2WR 1, 00.,!, QA �11.11'Z� '_141'�i't`��S'01_ '�'�� : , lindity or 20 no ago Feandris , a" Qda I arow 2n 2M1 Carojaendrea gait . �L FEIC nanHVHZ jurisdictions. Twos Vension Manufactu contact EnctinsherRiUcessee Validated Validated Submitted IFIBCApproval Approved status .D= VWWOM M�Ff8dUM 90111111 End,- Is Ll,- Validated Be Validated Submitted FBC Accaroyal A-vad At" ZEU V-1- mimufactimor IMMLUW FBC Accureved A111212MMIL &at,, L. 'elissesso I Polyglass Roof Underkyrinents, (HVHZ) P*glatas rod underlayments for use In FBO 1 7123= Yes No WA N/A Ren,silon 2020 All American Shutters and Gla- M k. Be bled Frank L Ban nard., P. E Troy Sishop, P. E. 1 Or,W020 1 011 Sr= 1 1 W2020 =5=20 Apprwed Revision 2020 Apme Stuart Le,M. ICC Ewglualion Service, LLC William M. Remark Pr 100MA20 1On2QO2O 111051202D 11A)W202D Approved R.,A.1- 2020 commercial Cori Productsinc Rd*MGINI. Same] A. Greenberg John Hoy 17J1612020 12AS-2020 120W070 third FBC, AM. 0 2 Polysilass Roof Undedayments (non-HVHZ) HVIHZ jurisdictions. Polyglasi roof umderlayments, lot use in l2r2W= No Yes WA -WAI-M.5 Category', Snutters Subcategory Storm Panels ' (561) 712.9M Pr.0046549 (954) 947-0860 ninneballiannerlostishufte Celegoily: Structural Components Subcategory, Tricks Plow (3211710-3377 (4071681-1917 0.4killialpin.itiv.- category Structural Components Mults"agorr. ProWds Introckload as a Result of (81 S) SSS-370? PE-34245 MZ588-5311 prwokeigcd.,�Ihoo- =3 FSC mzn-HVH1Z juradimbons. Co mpliance Method; Evaluation Report from a Florida Registered Amlitharct or a Lioarised Fl"a Moons Cisimpli- Method Eush..Mn Report to. . Product E.Woo. Entity N m Technology Compliance Nothod: Evaluation, Report from _0 Professional Engineer FLih9gg4t7Ffmlu� a F add. all.tildwreclArchilectar. Licensed P1.0d. P=kI Engineer 2 F1.111117868,401stroducts Quality Asturent.s Awayod for Use Awayi,dierUse lonlead Doom " SGQ a Prod wat Model, Number cir Nam. QualityAssuriance AsioncisnaillbrUse AwrevedlIbrij iM219 Destion loneduct Description Conbract Expiration Dow in HVHZ outside IPYMZ Resistors Prescott Ing product Model. Number aw Nam I ITW SCGhkip. Higher Sh-afth (H $wrno 5) Product Description contract F.,M"IN pat MINI Connector Plate 12131,7024 In HVHZ outside KAU Y. Y. R"dwt Pressure MIA MIA 9LWWXAUNUM Approved lor U, Approved for use lancuset paskin Does. I 24gs GeWnwW SteelStorrin Panel. 249a Galvanized Steel Storm Panels 12f3l/2022 yes yes. yea NIA 2 ITW BCG/AkAw Hings Rate Metal Connector Phi IMU2024 yes Yes MIA MIA go wConscm. 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Afirmation 2020 Alpha Aluminum Inc, Caftory: Forms Aisle Jose save Luis R. Lomas Saw M. Urich. PE i4Os`1 509-2005 PE-62514 (717017-8454 11flar'2020 11116,2020 1112012020 Appecamd < 0) UbC.Iagren; Tinies Plaftes, compliance Method: Evarustion Report froin a ..s1drm@rni... (205) 599-9800 Subcategory Entifiriesnid Lund., Cornplistrusi Mothod: E�sadort Roped from a --com Subcategory: Solifis .0hwummurnin.igir.h. Z Product Eveluention Fntly Product Evaluation Briery Comitillonce gained: Evelushors Room tom a Florida R.georsdA,dhitector. U-sed Florida 6,001n, Z __j FLWtr4n9fto&cts PLAW4t" Feaducts Professional engineer < lag larnstj Mixed. Number x Mt= CateflityAssursocis Istroduct beschodart CiantractlExactraliorillims, Ant-dflarl), in HVHZ Awroved for Ushe Outside HVHZ horsed Resistant peak. pressure AMA B99EL92*LbUkLM&M QuaRy Meanings Approved tor Use Awroved lot Use Ana 2WE kidded Dractlotins Contrad Expiration Dab in HM out" HYM Resistant Present, "NA"§Pr,d,ft Quality Assurance Aperpiffielf"Ust, Approved I'm Use knm Dosion _j 1 WIMMS is go. high strength miss connector plate 12nl=4 yes, Yes MIA N)A 1 h0crallohn LVL Lvirthiffied Variety Lumber Q3131f2O23 No Y. NfA MIA a" P,,d,,l Modest. Mantur ca, Nam linick.1 0..MW- Contrad Fodundion Data In WHE Quitsid, HVHZ Resistant Prossm, O_ 2 MISSHS 1 8 go. super no strength mass connector plato 12/31(2024 Yes Yes MIA WA ' Forishm PSL 3 TirberStrand LSL Pareftel strand Lumber OSM/2023 N. Y. N/A N/A LarnmetaxiStandLumber OM1/2023 No yes MIA WA I Alpha Aluminum Sold &: Vented Aluminum Soffit! Alpha Aurninum Solid tarro: Vented Aluminum 07130=3 No yes No MIA 3 4 Mt is MT1 SHS 1 a go nse conmador plate 121319024 1 a OR. high streingth muss owtheator plate 12131=4 Y. Yes Y. Yes MfA MIA MIA N/A 4 TJ Rim Board Structural Composite Lunitakir or Oriented Straw oullif2m No yes NfA NA CMIJ & Wood Why chal &: Wood I SHEET NO. 5 MT20HS 20 go high .b-gth trit-orriector phat. I M1,2024 Y_ Yes MIA NJA I board Ran Board 5 Vir.y.h.-sarRI.Roand oriented Strand Board Rim Board IM112023 No yes N/A NIA 8 TLIS. Will Is go, ft. comecticti.t. 1=1=4 Y. Va. MIA WA 7 TI-20, Ill 20 go tsiss -n,d. id.t. 12t3l=4 Yes Yes MIA WA 1 I I I March 6, 2023 PA 1.1 . 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PM whwm Iowa ohm 0— Wert Wrool Parent FOW Ir Door Millions, 47-arts RMDrJOf2 No va %it -051d wim March 6, 2023 Cn CU > 0 CL O 0- < U) L) m =3 < O CLU L LU �� Q �, ;z SHEET NO. PA 1.2 _I I _ r. - --_ar ra a,.. . r• i ., a r, i. " _ r n r L L W ..0 j U 0 p Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 123or2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1230/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2020 Q O For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals listed below: CLICK HERE For direct Inks to all SST approvals listed below: CLICK HERE For direct Inks to all SST approvals listed below: CLICK HERE. CD � T-t For additional Information regarding Florida's Statewide Product Approval System and Msnl-Dade County Notice of Acceptance MCA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and MeuN-Dade County Notice d Acceptance (Il CLICK HERE. addtonal Infamatlal regarding Florida's Statewide Product Approval System and Mam-0ed r County Notice of Acceptance (NOA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System end Many -Dade County Notice or Acceptance (NOA). CLICK MERE. v MissFa FLAr233S R7 FL#1044f.R6 FL#10486R6 11 HUS, HUSC sores hangers hangers available in widths ranging from 1.518" t10 Co 91�and heights ranging frommount 4-5116" to 11" Concealed fla g� a) -0 Aigyg Product Model. Number or Name Product Description ,`U9. Product Model. Number or Name Product Description Product Model, Number or Name Product Description version (HUSC) available for models having width squalto or f'� 0 O "L 1 T tan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21: A23, A33, A34, A35, A44 Angles 1 Bf, BTe: BTH Brick Ties greater than3-9116" r(V G C O L _ 0 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCi S Coiled Straps 12 US series hangers Face -mount hangers available in widths ranging from 1.718- to, 3- " Q _ 3 APS44, APB44R, APVB66, AP866R, APB88, APB88R, AP61010, APS101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, GS18: CS20, C522 Coiled Straps 5/8" and heights ranging from 9-114" to 18" O LL _ FLOM11-Rill APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63SDS, LGU5.25SOS Face -mount hangers ('� O ` - CU 4 APDJT2-4, APDJT2R-4, APDJl APDJT2R-6, APVDJT2A, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 Ul LU26, LU28, LU210 Face -mount hangers C CU O Sea X Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP; TSP SWd to Plate tie 15 LUC2r3Z, LUC210Z Face -mount hangers , SQ -o Q 1 SD10112DEB Outdoor Accents Connector Screw 6 APHH46, APHIl APHH610, APHHe1OR Outdoor Accents Heavy Hanger 7 H1, H1UA, H2.5A, H3, H6, H7Z, H16. H1OS, HIS-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- L- Q 2 SD9112, S0,9212. SDI0112. SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 8 HGT-2, IlHGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15/16" (n Q 3 SD9112SS, SM12SS Soong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50SMGU5.62-SDS, MGU7.00-SDS Face -mount hangers ' C - ^ ICUDS, 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5. HSS2-2-SDS3, HSS2-3-SD83, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- c V' SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5, HSTB Straight Straps 1/8" and heights ranging from 6-15116" to 19-1/T. � x 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22S58, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT42, CJT5Z, CJT6Z Concealed Joist Ties 12 Il HTS20, 1l HTS28, HTS3C, HTS300 Heavy Twist Strap 19 Mill MU528 Face -mount hangers - SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS4Q1 BKTZ, HT5020KTZ Heavy Twist Strap 20 SUR; SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging f Cna' 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16" and heights ranging from 3-1 YI W to 13-3/4" w 7 SDS25112. SDS25134, SOS25200, SDS25212, SDS25300, SDS25312, SOS25412. Soong -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 Q SDS2550Q SDE25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. 3 d 8 SDS25112SS, SDS252OOSS, SDS25212SS, SDS253ODSS. SDS25312SS Sbon Drive SDS Heavy -Duty Connector SS Screw 9 Y nfY 15 GAt, GA2 Gusset Angles 9 17 LTB20, LTB40 Bridging 99 21 U series hangers 9 Face -mount hangers available in widths ranging from 1-91 'to 9 99 al e 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, HIOS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, ll LTS20 Light Twist Strap Wand heights ranging from 2-518" to 11-114". d Q 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Straight Straps r1' cc - ccderTiedovm ` I'll0007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15. MSTAI8, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FLX10667-R6 CM 20 L30, L50, L70, L90 Angles 22 MSTC26, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Jo RyW Product Model. Number or Name Product Description 21 Il Post Cap 23 MSTC48B3, MSTC8883 Pre -Bent Straps y4gyA Product Model. Number or Name Product Description 1 ATR318, ATR11Z, ATR5f8, ATR3/4 Threaded Rods 22 LS30, LS50, LS7O, LS90 Skewi le Angles 24 MSTI26, MSTI36, MSTI46, MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 2 ATUDS, ATUDS-2, ATUDD, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to W'. 3 BP318-2, BPI/2, BPt/2-3, 8135I8-2, BP518-3, 81l BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2xS-16, NCA2x10-16, NCA2xl2-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW112, CNW518, CNW3/4, CNWS18-1P2, CNW3/4-518 Coupler Nuts 25 LSSR1 81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewabke Hanger 27 RCWB12, RCW614 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 Ill LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML232, Mill ML282, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, ll Il N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SP6, SP8 Slid Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3 7 RTUD3, RTUD3B, RTUD4, RTUD48; RTUD5; RTUD6, RTU D7, RTUD8 Ratcheting Take -Up Device 29 MMHG Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Sttld Plate Tie 518" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLUZ62, MMLU28, MMLU28-2, MMLU210. MMLU1211, MMLU139, 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 5-114" to S- 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115; ST2215, ST8215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32.1/7'. 10 URS3 318" Uplift Rod Run Tiedil System 32 RST-3 Roof Tie -Down 34 T820, T827, TB30, TB36, TB42, TB48. TB54, TB56. TB6D 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 Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 37'. 12 URS5 5/8" Uplift Rod Run Tledown 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 3-1 /4" to 6-718" 13 URSe 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W0108, W13106C, WS128, WB126C, W8143C Wall Bracing and heights ranging from 8-1/2" 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- 1/8" and heights ranging from 11"to 32'. FL1810441-R6 Fll0531-RO 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Fll0447-R5 1/2" and heights ranging from 8" to 30' Sad >K Product Model. Number or Name Product Description Sea # Product Model, Numberor Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-78" 1 DTT2 Hold-down Sea !t Product Model. Number or Name Product Description 1 C8H2.37x5.5, C81l CBH2.37x9J5 Concealed hangers and heights ranging from 10-1/7'to 287. 2 HDC1014, HDC1 O= Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 /4" to 6- 3 HDO8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3 DSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9118" and heights 7/8" and heights ranging from 7-1YZ'to 37' 4 HDU2, HDU4, HDU5; HOU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to 23-15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50SOS, HGU5.62-SDS, HGU7.00-SDS, HGUZ25- Face -mount hangers IM" and heights ranging from 14" tp 3a' 6 LST1l LSTHDSRJ Strap -style hold -dawn 5 HHRC2-2, HHRC42, HHRC42-2; HHRC411.81, HHRC44, HHRC5.2513.25, 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-Sf16" to 3- 7 MASH, MASAP Foundation anchor strap PHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- DMO" and heights ranging from 18" o 28" 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 3/8" and heights ranging from 5-6116" to 12-7/8". 14 HUSTF series hangers Top flangejdist hangers available in widths ranging from 3-1/8-to 9 PA18, PA23, PA28, PA35, PA51, PASS Strap style purlin anchor 7 LRU26, ll LRU210: LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50.SDS, HHGU5.62-SDS, HHGU7 OD-SDS. HHGU7.25SDS, Face -mount hangers 3-9118" and heights ranging from 5-3/8" to 13-1/8". 10 PA118, PAI23, PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9M6" to 5- 11 STHD10. STHD1 ORJ Sir"tyle hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.5Or10, Face -mount hangers 1/2" 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 (HUCTF) 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 2-9116". THAC422, THA426, THA422-2, THA428-2 118" to 5-1/8" and heights ranging from 4-W4" to 15-3W'. 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81/22, THAI2.06/22, THAl2.1122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and AIXmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HT1l HTU210-2 Face -mount hangers 112" and heights ranging from 5318" to 37'. 15 THJM2-4SDS3, THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- i6 ITS series hangers Top flange hangers available in widths ranging from 1-9116" c, 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.114". Concealed flange 516" and heights ranging from 9.1/8" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or i9 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater then 2-9/16" ranging from 53Z'to 7.114" 10 HUCQ1.8119SOS, HUCQ1.81/11-S0S, HUCO210-2SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUC0412-SDS, HUC05.25/9SOS, HUCQ5.25111-SDS, HUCQ610- ranging from9-3/16"to 13-116" SOS, HUCQ612-SDS EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12rW020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 Simpson Strang -Tie 2020 FBC Approved Products updated 12rs0r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 123or2020 ® For sect Inks to all SST approvals listed below, CLICK HERE. ® For erect Inks to all SST approvals Rated below, CLICK HERE ® For direct Inks to add SST approvals listed belay, CLICK HERE ® For direct Inks to all SST approvals Ned below, CLICK HERE . For additional information regarding Florida's Statewide Product Approval System and Marni-Dade County Notice d Acceptance INCA), CLICK till For additional information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance Ill. ci ir_.K HERE. ---e For additional information regarding Florida's Statewide Product Approval System and Mam-Qade County Notice of Acceptance (NOA), CLICK HERE + For additional information regarding Florida's Statewide Product Approval System and MamDade County Notice of Acceptance (il CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9116" and heights F1.911468-RS 18 SILBVI.S$ S1LBV1.81, SILBV2.06, SiLBV2.37, S/LBV2.56, S&BV2.68, S1LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3IB" to 15-1/8". SILBV3.56, S/LBV3.62. SILBV4.06. S/LBV4 12, S/LBV4.28, S/LBV4.75. S/LBV5.50 6 Strong -Bolt 2 (STB2, STB24SS, STB241SS) 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 sad x Product Model. Number or Name Product Description 19 SILTT20, SiDTT2Z, S/HTT14, HTT4, Il Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-1/8" 1 HHUS210-3, HHUS21 O-4 Joist Hanger 20 S1MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEGS. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, Il HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avall Is with hex head in carbon steel and Types 304 and 315 7/8" and heights ranging from 9" to 33-1/2'. 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 Mil MEG7 sense hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, Till THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 716" and heights ranging from 9" to 32-1 /7' 5 THGQ2-SDS3, THGQ3SDS4.5, THGOH2SDS3, THGQH3SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- a THGW -3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THOB37158RH, TH037212RH. Titan HD Threaded Rod Hangerfor concrete 1/8" and heights ranging from 9-1/4!'to 24' THD50234RH, THD10212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9110" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3318" to 7-118". I'll 1478-R5 ll 3W4-R5 27 RR Ridge rafter connecbor 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea 11 Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 r•GTR, FGTR1l FGTRHR Girder Retrofit Anchor CCTQM4,62SOSG; CCTQM5.50-SDSG, CCCOM2I.62-SDSG1 COCQM4.62-SDSG, JW Product Model. Number or Name Product Description 3 HIS, H18S, H16-2, H16-2S Hurricane Tie CCCQM5:50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#IOOW-R3 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 Er -HP Er -HP Epoxy Adhesivefor masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOM05.500-Kr, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesivefor masonry Sea # Product Model. Number or Name Product Description 6 HGAMIQ HMO Masonry retrofit connectors Kr, ECCLRQMD5.500-KT 4 Strong -&oft 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry } J ^ ` 1 AGA44, ABA44R. ABA46, ABA46R; ABA86. ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 H0UM5.25. HGUM5 50, HGUMZ00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Than 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ASU46R, ABU55, ABU5.6: ABU65, ABU66, ABU66R, A3U88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM2B-3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-HASS, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 W ABU88R, ABU1010. ABU1010R, ABUI212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48. LGUM41C or31S stainless steelwfth hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24, META40 MSTAIi MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MSHA3.12/11.25, MBHA3.56/7.25, MBHA3.56/9.25, MBHA3.56111.25, MBHA3.56/11.88, MBHA3.56114, MBHA3.56/16, MBHA3.56/18 MBHA5.60F7.25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Titan Turbo Screw Anchor for ' w v, 4 5 A04, AC41R, ACE4, AC6, ACOR, ACES BC4, BC46, BC4R: BC6, BCBR. BC8. BCS2-24 BCS2-3/6 Post Cap Post Cap 11 12 MSTAM24, MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25. MBHAS 50111.25, MBHA5.50/11.88. MSHA5 5Of14. MBHA5.50/10, (TNT) concrete or masonry 6 C844, C846, CB48; CB66, CB68 Embedded Column Base MSHA5.50118 cu 7 CBSQ44-SDS2, CBSQ4frSDS2, CBSQ66-SDS2. CBS085-5052, CBSQ88-SDS2 Embedded Column Base 6 MSHU3.5619.25, MBHU3.56111.25, MBHU3.56111.88, MBHU3.56/14, MBHU3.56116, MBHU3.56/18, MBHU5.50/9.25. MBHU5.50111.25, MBHU5.1I.B8, MBHUS 60114, 50/ Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-10" and FL#11496-R 5 W2 ranging from 3-518" to 7-If2" MBHU5.50/16, MBHU5.50118 ,-dill Product Model. Number or Name Product Description co O 9 CCQSDS2.5, EC0QSDS2.5 Series Screwed column caps with Wi ranging from 3-1 /4" to 9-112' and fical Product Model. Number or Name Product Description 1 X3481018.5K, X1 S1016, X1 131018.4K, XQ1 S1018, XQ1 BI016-4K #10-18 Strong -Drive X Metal Set -Drilling, Tapping Screws: with #3 11,_ W2 ranging from 3-516" to 7.1/2" 1 DTT1Z Deck Tension Tie Drill Point 'L 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, Il Bolted Holdowns FL#I3976-RO 2 XL0114T1224, XLQ114Bf 224-2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 EP844A, EPB44, Ell EPBSO EP84Z Embedded Post Base Embedded Post Base 3 4 Il Il HD7B, HORS HTT4, HTTS, HTT5314 Boned Holdowns Tension Ties Sa p 9 Product Model, Numberor Name Product Description 3 XMQ114S1224, XMQ11481224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head m 412-24 Strong -Drive XM Medium -Head Metal Seff-Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22600, SDW22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 L.PC42, ll Light Post Cap SDW22634 4 XQ114S1224, XQ114B1224-2.5K X114S1224, X0712S1224, X011281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point 15 11 MPB66Z, MPB88Z Moment Post Base 2 SDWC15450; SDWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, PS44R, PB46, Pf366, PB66R Embedded Post Base Fll3628-R5 3 SDWHiD300DR SDWH19400DB, SDWH19600DB, SDWH19800DB, SDWH101000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU34BI0165K #10-16 Strong -Drive XU Metal Set -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS68 Embedded Post Base 4 SDWH274ODG, SOWH276000, SDWH278OOG, SOWH271000G, SDWH271200G Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base cling Product Model. Number or Name SB1x30 Product Description SB Anchor Botts 5 6 SDW$16212, SDWS16300, SDWS16312, SD1NS16400 SDWS19500, SDW81971Z SDWS2240D,SDWS125O0.SDWS22S12, SOWS22500. Strong -Drive SOWS FRAMING Screw Strong-OriveSOWS TIM13ERScrew Grade) O 19 PC44.16, PC46-10, PC48-16, PC64-16, PC66-16. EPC44-16, EPC48-16, EPC48-16, EPC641@ EPCOO-18 Post Cap 1 2 SB5/8x24, S87Bx24, SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36: SSTBi 6L, SSTS20L, SSTB24L. SSTS Anchor Bolts SDWS22800, SDWS22900, SDM221000. SOWS221100; SOWS221200, SDWS221500 (Interior FLAW320-RO L 20 PC4Z. PC4R7, PC8Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ. EPC8Z. Post Cap SSTB28L 7 SDVV=30ODB, SDWS22400DB; SDWS22500D6, SOWS226000B, SOWS2280OD0, Soong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221 ODOUB A2111.11 Product Model. Number or Name Product Description 21 FPB44-4Z. PPB44OZ Post Base a SDWS22312086, SDVVS2251206B Outdoor Accents Structural Wood Screw 1 DSSCB43S. DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS276OOSS, SDWS278WSS. Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FC947.5, FCB49.5, FC6411.5 Bypass Framing Faced -Clip Connector W W'^ SDWS271000SS, SDWS27120OSS 3 FPHSD34S1O18, FPHSD34B1015, FPHSD3461016-SK. FPHSD34S1214, #10-16 and #12-14 Strong -Drive Ill Framing-to-CFS Seff- Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws FllOW6-R8 1 CMST12, CMST14. CMSTCi6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector M 2 HRS6. HRSB HRS12, FHA6, FHA9, FHAl2, Ill FHA24, FHA30, MST126, MST136, Straps 97 mil (12 go) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25; MSSC2.25, MSSC4.25; MSSC6.25, Steel Stud Connectors lea # Product Modal. Number or Name Product Description MSTI48: MSTI60, MSTI72, S/MST27, S/MST37, SIMST48 MSSC425KW, MSS06.25KW C`I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28: HTS30, HTS30C Heavy Twist Straps Fill 3363-R3 6 Ill RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connecter 2 FRFP Flat Retrofit Foundation Plate 4 Ill LSTA36, LST149, LSf173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5. MSC845 5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 131-146-8, GH46-8, GH48d, Gil GH410.6, GH410-8, GH66-6, GH66-8: Gil GH68- Girder Harper 5 Ill LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) sea x Product Model, Number or Name Product Description 8 SCS32-5197, SCS62-5/97, SCS62-5I118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, 01-1610-8 6 LSUSH3.25, SUBH3.25, MSUSH325 Bridging Connector 1 AS 18, AS ISS5, AS 1880 18 ga. Truss Plates 9 SOW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 131-55A, 011 Gll GLB5D, GLB7A, Gil Gil GLB70 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25: SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GSLT612, GLBT516, GBLT616, GLST520, OBLTS20 Glulam Bearing Plate 8 Ill LTS16, LTSi8, LTS20 Light TwistStraps 3 AS-20 20 ga Truss Plate 11 SSB3.51a Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA: HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36. ST6215, ST6224, STS, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderThedown 10 MSTO66, MSTC78 STS236 Straps 68 mil (14 ga) Screws W 8 UFp10SD83 Universal Foundation Plate 11 MTS12. Ml8, MTS18, MTS20, MTS38 MTS24C, MTS30C Medium Twist Straps 13 XQ1SI016, XQt B1016-4K, X01SI214 XQ1B12143.SK, X078S1224, X07BB12243K, 410-16; #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 VE1.56, M1.81, SIB2.06, S1B2.37, Sr82.56, VB2.66, S1B3.12, S1B3.56, SIB3.62, SiB4.06, Top Flange Joist Hangers FL#15730-R4 X0114SI224, XQ11481224-2.5K, XQI12S1224, XQ112131224-21l X3481016-SK, X1 S1016, X1 B1016-4K, X1 S1214, X1 S1214-3 5K Tapping Screws Q 13 SM4.12, S1B4.28, SIB4.75, SIB5.50 S1BA2.12f8, SlBA2.12/107 S16A2.12/12, SIBA2.12114, S/BA4.1818, SIBA4.18/10, Top Flange Joist Hangers JeQ # Product Model. Numberor Name Product Description Z J SIBA4.18112, SIBA4.18l14 1 Il Adhesive Anchor for concrete Z 14 SHIA Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GOPM-100, GDPS, GW50, GW-75, GWA00, GTH Gas -actuated fasteners and assemblies Q 15 SIHDBS, SlH088, SMD1OS, S/HD10B, SlHD15S, S/HD158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies 16 Stil S/HDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SIJGT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 6, 2023 PA 1.3 'i I _ - e , - r� „.• �1mee•Iq m•nrn •r a .. I 1 , e e I I! L n +_� ,�--TI"Inp I rn1'1 II_ 4_0 O i MIAMI� - PGT Industries: Inc. PGT Industries. Inc. p • PRODUCT�CO!VTri SECTMN CL L 11805 sw 26 ' PGT Industries. Inc. O eat � Q O O i S reet Room -eta NOTICE OF ACCEPTANCE: ENTDENCE St'BWrTED NOTICE OF: �CCEPTAINCE: EVIDENCE SUBMITTED 'r c CU � � DEPARTNIENTOF REGtM ATORY AND ECON0141C RESOVACKS eXtj MIMM Flongta 33175 247A BOARDA�IIDCODEADI<@tLSTRATIONDI�ZSK3V T(7S6}31�4U F(7S6)3i5-2540 l 'NOTICE OF ACCEPTANCE: EVIDENCE SUBlUTTED o •ice '� O U ,�, �D NOTICE OF ACCEPTAr�iC:E (�TOA) ,rR+r�.aeewfaiF L Evidence submitted ender previous NOA D.QUALITY ASSURANCECn C =3 Co Co ern A. DRAN%T GS B. TESTS continued (continued) 1. Miami Dade Department of Regulatory and Economic Resources (RER)- � CD -0 U O 0 -0 _a PGT i®descries, Inc. 1070 TechnobL- Drive, 1 _ Manufacturer's die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 C C � North Venice. FL 34275 (SubRrftled under 1VA o.11-010? 04) 2) Uniform Static AirPtessute Test. per FBC, TAS 202-•94 E. MATERLAL CER.TIUTTCATEONS a o � � SCOPE: ?. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA Brij", sheets 1 3) Mates Resistance Test. per FBC. TAS 202- 4. 1. Notice of Acceptance No. I_5-0328,id issued to Vision Extrusion Limited for their N CU O :•-• `� CU This NOA is being issued under the applicable rules and regulations governing the use of eoustructiontuaterials. The through 21 of 21. prepared by manufacturer, dated 10-05d 5, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 `Mlkit+e Rigid PVC Exterior Extrusions for Windows and Doors". dated 084 3/15 y = a W_ ' O documentation submitted has been reviewed and accepted 'by hfiami-Dade CouniyRER -Product Control Section to 04;05117, signed and sealed by A_ Lynn Mrs_ RE 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on 09,'30 r l'9. y � � Cn (D Q be and m P�anu Dads: County and tether areas whtxre allowed by the Austhsuity Him-mgHim-mg lt4risciictioal (AIi3). 6} Forced Entry ?tit; per FBC. TAS 202-94 2. Notice of Acceptance No. 16-1#920,08 issued to Vision Extrusion Limited for their 3 CUD)0 Q This NOA shall not be valid alter the ea pirateon date staoedbelow_ The Miami -Dade County Product Control Secum B. TESTS along with marked Grp drawings and installation diagram of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions r e E (n Q (In NGamt Dade County) and orthe AlU (in arms other than Miami Dade County) reserve the right to have this 1- Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549, dated 11,06,15- signed and N`tndows and Doors", dated 120116. expiring on 121129;21. (D product or material tested for quality amuranceputposes. Ifthis product or material fails to perform in the a ccepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idaimis Ortega,, P. E_ (rest report revised on 12)04115 and 02/1 V 16) 3. Notice of Acceptance No.1."528.15 issued to Vision Extrusion Limited for their cc d 'd manner, the maffifact� will incwthe expense of such to -sting and the AH7may immediatelyrevoke. mo dify, or 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-$4 6. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 "Brown Coated (Painted or- Laminated) White Rigid PVC Exterior Extrusions for o suspend the use of such product or material within their jurisdictica. RER reserves the right to revoke this al withmaticed-u drawings and installation din. vftria 1 glass door, o y sliding � 2) Unifoml Static Air Pressure Test_ per FBC. TAS _02-94 Windows and Doors", 08,r13 15. expiring on 09'30r'29. P g acceptance, if it is determined by Iuitami Dade County Product Control Section that this product or material fails to meet the requirements of in applicable building code_ by Fenestration Testing Lab, Inc., Test Report No. FTL 9717, dated 1107/15- signed and 3) Water Resistance Test. per FBC. TAS 202-94. 4_ Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, USA - This product is agproz ed as describedherrin and has been designed to comity with the Florida Building Code, sealed by Idahmis Ortega, P_ E. (Test report revised on 02A 516 and 0.. 24.16) 4) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their TAN 3ID40 and Lighter Shades (:'lion-�lhite) Rigid PN'C Exterior mchrdiag the High Velocity Hnaicasme Zone 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 Extrusions for Vi mdows and Doors" dated 09r 15,16_ expiring on 0104121. DESCRIPTION: Series -557W2 770" V ini i Sliding Glass Door (Reinforced) w.*o 9CP & 1351 corners-L MJ. 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up drawarigs and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No_ 16-0712.04 issued to ENERGI Fenestration Solutions USA, APPRU�'AL Doctw- E. Drawing No.'_MD-5570.0 Rev B, titled "4 uy! Sliding Glass Door NOA {iM)", s 3) Water Resistance Test, per FBC, TAS 202-94- by Fenestration Testing Lab_ Inc., Test Report No. FTL 8551 dated IZI N 15, signed and Inc.. for their - Bronze and Lighter Shades of Cap Coated Rigid YVC Exterior � 1 through ? l of 21. preparedby mat ��+aeturer, dated 1 Oa05;15 and last revised on 0,� �101t� 1. signed and sealed by 4) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E. (Test report revised on 02!15,2016) Extrusions for Windows and Doors" dated 0935r16, expiring on 04116/20. A. Lynn MtTter, P-E.. bearing the N ianii-Dade C:oumtyNodnct Control Revision stamp with the -Notice of 5 Cyclic Wind Pressure Loading FBC:. TAS 203--94 ) �_ 7. Test report on 1 } Uniform Static Air Presume Test. per FBC, TAS 20 94 6. Notice ofAcceptance tance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, �P Acceptance number cadexpirationdate bythe :liiami Dade County Pradoct Gov of Section. 6) Forced Entry Test, per FBC. TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their' AVhite Rigid PVC Exterior Extrusions for Windows and Doors" dated .%Rssnx Lvy.t T R-ATLNG: Large and Smalltlirssde Impact Resistant along withmarked up drawings and installation diagram of vinyl sliding glass door. prepared 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 08!i0;"17, expiring on 01,28!18. "► '� - Limitations: b Fenestration lest' Lab, Inc._ Test No. FTL 8_5 tb. dated 111 15_ and y along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7_ _ Test reports Na(s}_ 10-002-79 (A), 10-06-M05..7 35753-09. per iST141E-84, i . See table 1 (shleeti) and table 2 (sheet?) for applicable SGD unit sizes_ design pressures_ reinforcements types. sealed by Idalmis Ortega, P_ E. (rest report revised on 01!0446 and 02;11.2016) by Fenestration Testing Lair- Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22), dated ASTMD 1929 and ASTM -635. issued by EXOVA to Vision Extrusion for cellulosic glass types, sill. riser (see tables B-i & B-2, sheets 7- and anchor layout sheets requirements in 1 I their l 6. 3. Test report on I) Air Infiltration Test: per FBC, TAS 202-94 11119/10, signed and sealed Jorge A_ Canso. P. E_ fSnbw1&4d under NOA iFo.11- �' composite material 2. Rigid While FVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be 2) Uniform Static Air Pressure Test, per FBC, TAS 202-04 010 04) (Submitted tinder X0.4 'Vo.11-91#I7. 04) labeled per r+eferencedNOA'srequirements_ 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 8_ Notice ofAcceptance No.14-0916.11 issued to ICutaray America., Inc. for their 3. Egress operable doors must complywith min clear width or height per FBC requirement as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Se ni-Glav:& (Clear and White) Interiayer", expiring on 07/04/18. 4. Pocket walls under separate approval, to be reviewed by Building official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice ofAcceptance No. 1fi-1117.01 issued to S.wmy America. Inc- for their L.ABE1XNG: Eachunu shall bear a pesmaaent label with the manufacturneres name or logo. city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Irupact Test per FBC, TAS 201-94 ''Trosifolt L1ltrackaar. Clear and Color PA'B Interlarers, expiring on 07/0819. following statemeenr °Miami -Dade County Produc t Control Appro-.vX',not+ed herein. along with muked-W dra%trigs and installation diagram of -vinyl sliding glass door: prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RE'!E .AL of this NOA shell be considered after a renewal application has been filed and there has beenuo by Fenestration Testing Lab, Inc., Test Report No. FTL 8547. dated 12D4115, signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. ST:ATE?1EINTS change in the applicablebuildmg codenegatiLretyaffectit thept'rfoeofthisproduct_ sealed by Idainris Ortega, P_ E. {Test report rE'Vi.Sed on 0215,'16} along withmarked-rip drawings and installation diagram of vinyl sliding glass door, Prepared 1. Statement letter of conformance with FBC-SEdition (2014) and FBC-66Edition T£R'4l�NATION of this NOA will occur after the expiration date or if there has been a revision or change in the4. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc_, Test Report No_ FTL 6337 (samples A-1 thtu A-5), dated (2017), issued by manufacturer, dated 08,14! 17, signed & sealed by Lynn Iblilkt. P.E_ materials, use, an&or manufactures ofthe product or process. Misuse of this NOA as an endorsement of any product, 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 12.t)6;10. s and seabed by Jorge A. Canso. P. E_ Subtntfrxed trader \+L)4 A'o.11- ( •' Statement letter of no financial interest, dated 044&17- issued by manufacturer. signed for sales, advertising or any otherputposesshall automatic ally terminate thn NOA. Failure to complyw#h airy 3) Water Resistance Test, per FBC, TAS 202--94 0107.09) & sealed by Lynn Miller, P.E. section of thus NOA shall be cause for termination and removal ofNOA. 4) IAW Missile Impact Test per FBC, TAS 20194 3. Letter of lab compliance, part of the above test reports. A DARRTLSE--MENT: The NOA number preceded by the words Miami -Dade County. Florida, and €ollm-ed by the 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No.17-0387. dated OS05!17. signed by Ishaq Chanda. P.E_ expiration date be Sul ad-.w6sin literature_ If any onion of the NOAis displayed. then it shall be P ��F� 8 P �P *J� Forced Entry Test, per FBC, TAS '20 t-94 1 _ Anchor verification Calculations and structural analysis, complying with FBC-2014, done in its entirety. along with marked up drawings and installation diagram ofvmyl sliding glass door_ prepared prepared by PGT? dated 12!09,15and last rnrised +tiro 0115116- signed and sealed by G. OTHER LNSPECI'ION : A co y of this entire NOA shall be pro to the user b the manufacturer or its distributors and P� P y by Fenestration Testing; Lab_ Inc., Test Report No. FTL 8_�l8. dated 12!04,4 5, signed and � AntiwnyL Miller, P.E. (Strbmifte�rl trrtd�r:1'0.4:'�`v.15-1_1lJ.DIf. 1. Notice of Acceptance No.15-1210,01. issued to PGT Industries, for their Series shall be available Sor inspection at the job site at the request of the Building Offuciai. sealed by Idalmis Ortega, P. E_ (Test report rPV7Sed on 0i 104!16 and 0211r`16)_ 2. Glazing complies with ASTIv E-1300-09_ 5570 �Z770" S'in} l Siring Glass Moor (Reinforced) - L.':Ii.L'. expiring Can 04.'14,`? 1 _ This NOA revises & renews N0A #t2t1-04+_9.05 and consists of this page 1 and e-vulwce pages E- I- E-2. E-3. E-I. � .,-a t E-5 & E-6 as well as approval document numfioned ab<nv- The submitted docutmentatloat was reviewed b Ishaq 1. C•itstnda. P.E.' y q T_i 4eiq L C�a1Kia, P.E. r Ishaq I. CLand,. F.L. � � r I tSY1q L CS:71�¢�, P.E. ♦� � q - s Product Control Uait Supervisor Product Control Unit Supervisor Product Control Unit Supervisor NOA No. 21-0205.fl3 NOAtio.:I-0205.03 NOA No 1-020. 03 2 + ;. NOA No. 1-0_0. 0_ 2 + ;, s raeewEt eIEC Expiration Date: April 14, 2026 Expiration Date: AprilI4,1026 ?approval Date: March US. _A21 Expiration Date: April 14.2026 Approval Dates March 25, 2021 Expiration Date: April 14, 2026 Approval Date. -March 2-5, 2021 .4ppror2l Date: March 25.2021 page 1 E -1 E -2 1-3 PGT Indusuies, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc, NOTICE OF ACCEPTANCE: EA1DENCE SUB' WFM NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCTPT.A.NCE: EVB7ENCE SUB3MTED 2. Esidence Submitted under re«Irus submittal g E. MAT-ER:LAL CERTIFICATIO`vS (continue) 3. New Evidenc+P Submitted 5. QtlaneX Part Sumer Spacer Standard complying. with ASTM C5IS Thermal Conductivity A. DRA 1% GS 0-881 BTU-W hr.-W-T, AST.I~rI F 1249 t'(r"4 M-Pass. ASTM D3985 Oxygen -Pass; AS'Im E i. DRAWI:VGS 1. Drawing No. MD-5570.0 Res-B, titled `Vinyl Sliding Glass Door NOA i1-M)'-. sheets 2190 I.G_ DurabilityIVo Fog -Pass. (.90 untied under pretiou.s A'0A.� o. 1M409.05) L Drawing No_ MD-55 70.0 Rev B. titled -Vinyl Sliding Glass Door NOA (I.M}". its I 1 through 21 of 21, prepared by nunufacmw. dated 10,105!15 and last revised on through 21 of 21. prepared by manufacturer. dated 10. 05;'15 and last revised on 02M.2 L 04/'22,20, signed and sealed by A- Lynn Miller, PE. 6. Quanex Part Duraseal complying with ASTM C518 Thermal Condulcti%ity 2.2? BiUan signed and sealed by A_ Lynn Miller, P.E. hr_ ft'--°F, AS'1M F 1249 aVTIt-Pass,ASIM D 1434 Argon P�-Pass` ASTM E Note: This revision consists replacement of saute existing installation scree t �ith flat head_ B. TESTS 2189 I_G_ Durability No Fog, AS IM E 546 Dew Point Deurelopmmt -20aF in 48 hrs_ 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (.Submt ftted trader : VA Xo.1 5-0409.051. 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94• 7_ Vision Extrusions_ Ltd_ Parts complying with PVC-AAMA 303-13_ Voluntary Specification B. TESTS 3) Water Resistance Test_ per FBC, TAS 20294 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Exm ious, Ltd. VEX-1 by 1. Nine. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program (Submited under.VO_4 X& 1 s- 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 04'09.05) OItiS C CALCULATIONS along with marked -up drawings and installation diagram of all PGT Industries, Inc. 8_ Vision Extrusions_ Ltd. Parts complying with PVC :AAMA 303-13. I_ None � representative units listed below and tested to quralify Dowsil 791 and Dowsil 983 silicones, (Subm ftlted tinder V0.4 ,No.15-0469 05) N prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Poly -vinyl Chloride (PVC) Exteror D. QLTA.11Tic A.SSILTILANCE FTL-7897, PGT PWS520 PVC Fixed Window (unit 6 in proposal), dated 09! 03! 14 Profiles for Vision Extrusions- Ltd.-VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources ('RER)_ � � FTL-20-2107.1. PGT SGD780 AlumTL izatni Sliding Glass Door (unit 7 in proposal) F-20- Certification Program 2107.2, PGT CA740 AhuL Outs+ ing Cat Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No_ 18-1217.14 issued to Fri Fenestration Solution. USA. Inc. for E. MATERLAL CERTIFICATIONS M 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4_ their -Tan 3040 .fir light shade (non -white) White Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No_ 19-0305.02 issued toRuraray America, Inc. for their PGT PIW7620A Alllmloum Fixed Window (unit 10 in proposal) dated 07A 20. all signed Windows and Doors", expiring on 02.104�21. "TrosHolt ITItractear, Clear, and Color PAB Glass Interhyer s'. expiring on OT08024- � O and sealed by Idalmis Ortega. P.E. 11. Notice of Acceptance No. 1.8-0122.02 issued to Energi Fenestration Solution, USA- Inc, for 2. Notice of Acceptance No.17-0808.02 issued to Ruraray :America, Inc. for their L their series '"'hire Rigid PVC Exterior Extrusions for Windows and Doors', expiring on "SentrrGlast (Clear and "bite) Glass Interlay err". expiring on 07r04,23_ > 0_ hL C. C.ALCU'L.ATIONS 7u' 0128,023_ 3. Notice ofAcceptance No.18-1106.10 issued to Vision Extrusions Limited for their `Brown O < 1. Anchor verification cak-u attow and structural analysis. complying with FBC L_ 0-0 Notice of Acceptance No. 2203.03 issued to Energi Fenestration Solution. USA, Inc. for Coated (Painted or Laminated) White Rigid Pi'C Exterior Extrusion for Windows Edition (2020)dated 04,21J20. prepared by manufacturer,_ signed and sealed by their "Bronze &light shade cap coated '"lite Rigid PVC Exterior Extrusions for and Doors". egg on 09130!24. �� U Anthony Lyme NEller. PE_ Windows and Doors. expiring on 04,16,25. 4_ Notice of Acceptance No_ 18-1106.11 issued to 'Vision Extrusions Limited for their series � =3 2. Glaz4 complies with ASTM E1300 04. -09. -12 and -16. "VE 1000 Tan 202 and lighter shades (loon-Uli te) Rigid Cellular PVC Exterior �0 D. +QUALITT ASSI-TR.ANCE F. STATEMENTS Extrusions for Windows and Doors", expiring on 12,29,-21. O Nimini-Dade Department of Kegulatand Economic Resources (RER). 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04,22-20. issued by L.- 0- manufacturer , signed and sealed by Anthony Lynn Miller. P.E. F. STATE.AM TS � E. MATERLAL CERIMCATIONS 2. Statement letter of no financial interest and of independent_ issued by manufacturer. dated 1_ Statement letter of conformance to FBC 7& Edition (2020), dated 0101.21. issued by O 1. Notice of Acceptance No.19-0305.02 issued to ILurarat America, Inc. for their 0418,�20, signed and sealed by Anthony Lynn Miller, P.E. roam tartan, signed and sealed by Anthony Lyrm Miller. P.E. Cl) "?rosifolll< Ulu-tciear, Clear. and Color PAB Glass Interla err'. expiring on 3. Primate Labeling Agreement document between PGT. dated 03,30,'15 and signed by all 2- Private Labeling Agreement dated 03�09'21 between PGT Industries. Inc. and CGI 0T08,24. involved parties Windows and Doors Inc.. signed by Dean M. RuadL F.E., V.P. Engineering. on behalf of U m 2. Notice of Acceptance No.17-0808.02 issued to Kuraray _America, Inc. for their "Sentri�GlaslI both companies. (Clear and X%bte) Glass Interlayei,s . expiring on 07.0023. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Visix Extrusions Limited for their "Brown 1_ This NOA revises NOA# 17-0 20.06(P`VTw,`C:GI) and updates toFBC2020 (7thEdition), G. OTHERS Coated (Painted or Laminated) A`hite Rigid PVC Exterior Extrusions expiring 040-1/21_ 1_ This NOA reiises & renews NO. 20_04 9.0s (FLAw/CGI), expiring 04,14f126. for Windows and Doors"- expiring on 0930;24. 2. RER Test proposals #194155 dated 0110Y20 approved by IshagI_ Chanda, PE. expiring 2. The cutuent associated PLA CGI file #21-0204_0L expiring 04114;26. O _ � 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their 0411+21. Series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC � w CU Exterior Extrusions for N%`mdows and Doors". expiring on 12/29/211 1 74a<a . f ii�lY.,k Q t Ishaq L Clwnda, F.E. Ishaq L Chanda, F.E. Z J Ishaq I. C'handa, P.E. Product Contsel Unit Supervisor Product Control Unit Supervisor Z t�;'vi' Product Control Unit So sor NOA No. 21-020.4.03 + _ 2 !!4A No, .l 0 Ora.03 Q NOA No. 21-0209.03 Expiration Date: April 14,2026 Expiration Date: April 14.2026 J ExpiratiouDate: April 14, 2026 Approval Date: March IS, 2021 Approval Date: March VNI 2021 d Approval Date: March 25, 2021 E -+ E -6 E -t SHEET NO. March 6, 2023 PA 10 4 MM® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT 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 (NOA) www.miamidade.eov/economv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I 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, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, 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. NOA No. 20-0630.15 C ,,,� Expiration Date: 09/11/2023 VE og)2c )�2o Approval Date: 08/20/2020 / Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing Na LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-52 9- 94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCI.TATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5, A. DRAWINGS A. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. B. TESTS 1. None. C. C. CALCULATIONS 1. None. D. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. E. MATERIAL CERTIFICATIONS 1. None. F. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. r1 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. B. TESTS 1. None. C. C. CALCULATIONS 1. None. D. D. QUALITY ASSURANCE E. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS F. 1. None. Y4 4/1 elwy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-2 Ln NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C3 a► � EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cr- DRAWINGS m x C 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I a 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " U, N t a N x Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114 aI as d prepared, signed and sealed by Craig Parrino, P.E., on 08119114. ' e s 3 3 C TESTS 1. None. W. CL-� CALCULATIONS o 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, a o prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 DRAWINGS 1. None. TESTS 1. None. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. W. Ayt= I- -,-A ! , letmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-3 ^W ^W^ 'i V / _ C0 a) W ♦J U N O 2 Q O '0 .0) Cd U -p CU d. CU a =3 O ca =O 12 a)C 3::C O _ tD U_ _ O Cn � Q, O L .� H W � �O .� � W 12 Q z z W J Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. C_ F. OTHER F. OTHER 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 �C_1. 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 by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of > >` 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0— 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 V January 22, 2019. =3 B. TESTS 0 1. None. C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE U C6 M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER L 1. Article of Conversion for a name change. O w e y A. Makar, P.E., M.S. m 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 Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —j E-4 E-5 a - SHEET NO. March 6, 2023 PA 1.5 V� - I -- - I I I - j - I — - I — I ti v. IT IT IV IF I I !=1 �/ —\ I � PRODU I EA'ALU&UVNREk0Al2U-20-1UZ= 2 EROMic LEyALUAXWNJZrQRJ-ND2J4M= 3 Z ILI ECO imc. TILLIT TESTING & ENGINEERING COMPANY 2.2.TES -REPORTS: 6. MAIERIALCHAR"TERISTI-CSANI)- PECIFICATIONS; VAT T7R A. TTLLrr JR., F,& I -- -- filtcco@W.com Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on . YA.P. , Let-- �. "1077 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing pt C � U-1. NI, M0.719 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# 96-569 dated 08/09/1996, #96-570 dated 0911611996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176, PRODUCT EVALUATION REPO #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116ilg9a and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7., IMITATIONS AhID CONDITIONS OF USE; REPORT NO.: 20-0728.01 0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 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: Shutbws signed and sealed by Frank Grate, P.E. prepared by T11teco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E, PRODUCT SUB-CATFGORY-. Storm Panels 24AT-RUCTURAL ENGINEERING CALCULAUQNS* 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as welt as maximum anchor spacing vs. design wind load and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER: Global length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and whwftamEffgUg11Lr� 48DO S.W, 51 Stoat section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc., dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E. wood frame structures. Dervie, Fladda33314 1. PURPOSE OF &UATJON-, � 3. MISSILE IMPACT RE41STANCE; Product Evaluation Report prepared by Walter A. T11111, Jr., RE. (Florida License This is a Product Evaluation Report Issued by Walter A. nIll% Jr., P.E. (System Large missile Impact under sectlo, n 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 0 of the Florida Depa rtmont of Business and Professional Regulation. 4v, WIND LOADS RESISTANCE: AA010141011t," pAl' �k;k T144,N,vt 011Y'...: .... 4� 'N , .. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind '. - � , V "SP ":�' .-`\AEN&&',-.1 . % 11491 C 0 'VS This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15, 16,19,25 and 26 of 26 Product Evaluation .. . - --- Z - . ' 4 4167 - = boon verified for compliance In accordance with the 2020 Seventh Edition of the of Document (P.E.D-), drawing No. IZ-7-1- S�:��-�Ic. - --- S� 61' ,* t*� E Florida Building Code, and to verify that the product is for the purpose intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1 0, 1 1, 14,15,17,18I 19, 20 25 20 25, Product * ?,-'!.e-'70-*--S�.. STATEOF at least equivalent to that required by the Code. and of of Evaluation Document (P.E.D.), ..-�51 , - drawing No. 20-176. DIA .`1 . .:L'1I,I.0 - ,4j ` . ,\74f I �'k , �V.S/10 This Product Evaluation Report shall be subject to review and revision In case of "'040001" N AI. - - e, a Building Code change that may affect Its limitations and conditions 1INSTAUAT-10-&- soluk"Tol Installation shall be performed strictly in accordance With details indicated on 2-MADENCE SUBMITTED 2,11, PRODUCT EVALUATION DOICUMEN3.1P.E.D.): sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as WATUL D1 TILTECOADMON RECORDS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC 1 20 GAGE GALVANIZED STEEL 5TORM PANELk ORWO N 20.1 76 ', REPORT# 2D-OrAoi Drawing No. 20476, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated an 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, Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part, am"'S."", IA"JitillIfirtAp" Evaluation Report, . %At 0 -Iitp. )", - rk 2 "!", 'A I� k TQ 1?1% 4Y ...:..., 4;, "., .,e" * . � !I� ....... �,.,?,� ., * OG EN,y - "4". 'N - --- - ' " �p . . T It'— , . - - e, '.. S - . 4/ o '�,.-`. - A-g . ,,�zEN&,p' ..�?%. �� 7> � I 1. Is -- - , . -,,.-.,,..ip I" . - -----*---,* - � -- - - , ��-�--41" No. 44167 `. I � � -- i -�� �-T�--�4-1 4 -- -� --- , , - - � ,=-=�� , - 4*, . , ,, -�r,�-,O- - * '. * I - I . --:�F 7-- 1*1 /7�-riAA04I * , I I = �'. - . I I-- -- . - -- I �& � �.. ; C �- " - , 'C . �Vt / Z 6 , ,. C,z , STATE OF $ - .�. . vp v1W AIGRI'VI..." - , 'A li, �� - -�, I .;.. ZOPIDII 0 .0 jy ... , NO x � .... . . 0 I %�,I`09c,'.%- 0 . r, - . �0- �N -w ,�. - - ,�� o y"", 8/0",-, S 6.155 N.W. 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -1P4,r"jP6$)LW X , IT ......... III I'll 1,01--ot"', " -At 111H.tHo . . . - - DE14ERAL . 8 3) IN (ISE THAT PRECAST STUNIE. UP, PRECAST CONCRETE PAWLS STUCCO CIO WOOD BOARDS RIF MUHL, ON LIL III CXISVMG WALL ANCHORS SHALL BE LONG ChOUrM To REACH IK MAIN STRUCTURE BEHIND SUCH PANELS, I STOW PARD. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT UP UP 1 445 BEEN VERIFIED FOR COMPIAANCf IN ANCHORAGE SHALL BE AS MENTIONED IN 9.9 AND N 62). ACCORDANCE WITH TtE 2M (710, EDITION) OF THE FLORMA BUILDING CODE (C) Tq-wmtk�WM-tw&-��OAXY-,;�-��=�m- DESIGN WIND ED" SHALL BE DETERMINED AS PER SECTION IWO Of THE ABOVE MENTIONED CrDC, - 1/4't 1APCON ANCHORS. AS MANUFACTORED BY I I IN BUILDEK. INC FOR A WIND SPEED AS REQUIRED BY THE JURWICTION W14ERE THESE SHUTTERS FAII Be AND - It, 4-1n PINEUNIATE FEVALE O AND PAMELMATE PLUS ANCHORS AS "UtACTURED By ELCO CONSTRUCTION PRODUCTS FOR A DIRECTIONA1,17" FACTOR Kd-OOZ USINO ASCE 7-16 AND SHN-1 NOT EXCEED THE ==SO) - 1/4�0 LAC Scft-ws PER NO.$. DESIGN PRESSURE RATINCS INDICATED ON SHEETS 7 THIRD 12 1.� 15, 16� 19 & 20, - 7/16*0 - 5/W WOW RUSHING. 455 DISTRIBUTED BY ALI POINT SCREW. BMT A, SPECAALTY CID IN ORDER TO VM;'f THE ABOVE CONNTOIL ULTIMATE DE90N WIND LOADS DETERMINED PEP ASCE 7-14 Cl� MINIMUM THREADED PENETRATION MO WOOD OF TAPCON ANCHORS SHALL BE I 1/2' ANO 2- FOR ELCO PANCEWICE PLUS SHALL BE FIRST REDUCED TO A " OESICH WIND LOADS BY MULM TING THEM I# 0 6 IN ORDER TO AND PARELMAILE FEMALE O COMPARE THESE W/ MAN (A,SD) DESIGN PRESSURE RATINGS INDICATED ON SHEF 7 TAM 7;, IF. 15, M, 19 AT 20 IN ORDER 71) VERIFY iNA1 ANCHORS ON IRS P ED AS TESTED WERE NOT OVER SnIrSS11J. A 131 t?TCREA& IN ALLOWABLE r �� M0WAJM THREADED PENETRATION OF LAC SCREW, INTO NE WOOD MINE UND SHALL BE - 112- 40 CLRIEADED PENETRATION INTO STUCCO SHAA- BE CONSIOCRED AS PAR? OF T41 RE00AVED THREACEIG PCNErRATTON STRESS FOR WRID LOAM WAS UQL USCO IN THEIR AWYSS FASTENERS SPACING to WOOD OL45 BEEN OMOMTREE, IN ACCORDANCE 111H N.DS 2018. C 3) MWW� EDGE DISTAW-F Or LAC SCREWS. INTO AODD SH04L BE AS INDICATED IN TH15 DRAWING STORM PANEL'S ACCOUNCY FOR IMPACT AND WIND AM ISANCE KAS BUN VERIFIEC IN ACCORDANCE W. SECTION 1626 OF THE AMIC MENTIONED CODE AS PER NURRICANE 0401NEEIONG, At TESPNC INC REPORTS 94-509. 96-570 At 96-TW AND Cr4) MINIMUM PENCWTO` OF WCOD SUSHINIC SHALL BE 5/8' 1/4� 0-20 SCREWS USED SH41 BE 1 1/2* LEWD IWARMUNT FENESTRATION TESTING LAS We. REMAITS #2032 & 02124 . AS PROIDMS TAS-201, TAS-202 AND TAS-203 94WLD MCCO LXtTT AND I' MINIMUM FOR WALLS W" NO STUCCO AS WELL AS AMCRICM TEW LAO Of SUEFFM FLORIDA REPORT #C2 1 9.01-09, AS PER TAS 201, TAS 20. AND CAS 703 STANDARDSr ' 5) 64 CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUICCO OR WOOD BOARDS BE FOONO at,r THE EXISTING WALL. ANCHORS SYIA� BE LON4 ENOUCH 10 REACH TINE MAIN STRUC7URE OCHIND SUCH PP14ELS 2 ALL AkUMINUM EXTRUSIONS -0 BE 6053-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTEDI SEE SHCE7 2 Q-C-OWE SHALL BE ks MENTIONED IN C� 1). C 2� & C .) I ALL ALUMINUM SHEET VETAt USED AT CLOSURES SMALL HAVE 3105-HIA ALLOY (0) ANCHORS 5HAL1 BE INSTALLED FOLLOOK ALL Or THE RECOMWNWONS ARC SPECII'tCATIONS (W THE ANCHOR'r MAnUFACTIAtER 4 ALL STEEL BMW, METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. AVM A-65�1 OWL 50 UNNUM. D- GO 6 PANELS MAY ALSO BE INSTALLED HORIAMALLY FOLLOWING INSTALLATION DETAILS SYOWNI ON SECTION 5 THROUG,4 10 (SHEETS A GALVANIZED STEEL DESMNATION W/fy- SO 5 Ito, (AMER ROLLED) THROUGH 6) EXCEPT THAT HEADERS MR Q SHALL "Of BE USED 5 ALL SCREWS TO OF STAINLESS STEEL 304 OR 316 INS SERIES OR CORROSION RESISTANT COADED CARSON SIM AS PEP 9 n SHALL BE THE RESPONSWUTY OF THE CONTRACTOR TO VERIFY THE S"ORESS Of THE SIR WHERE SHUrrEP TE To BE DIN 5OD18 W/ 50 ft YIELD STRENGTH AND 90 ku TENSILE S7RENC,H & StiALL COMPLY W/ FLORIDA BUILDING CODE - UCTURE SECTION 2- ":T. AITAC4M TO THEM PPOPER ANCHORAGE THOS SPUTTER SHALL GMT BE ,ATTACHED 10 CONCRECL BLOCK OR MOOD FRAME BUILDINGS 8 90�7S TO BE A�UA A-307 GALVERM MT.L. OR AISI 304 SrRTTS SIAP&E%-S STEEL WITH .% kV MINIMUM ITELD SIRENGI. ,G, CAC- REGULAP STORM PANEL *111. LENVNS OvER a'-9 THFOucm 12 -4*. AS PER SECTIONS 6, 8. 9 A, 10 ANC ALTERWAILS BW. I ANC14ORS TO WALL "LL BE AS FOLLOWS SW AT IOW ON SHEETS 1, 6 & 12 RESPECTIVELY. SHMU k" A 'LEGIBLE NO REACILY VISIBLE MARKINGS INSTRUCTING OMER OR TENANT 'TO SECURE PANELS WITT" APPLICABLE REINFORCEMENT "ING PERIODS OF HURRICANE WARNING (A) 12- 1:NW%V-TQVW,SQhrJ= It THE �NSIALLAAON COMTRWOOR tS TO SEAL/CAULK A.L SHUTTER COMPONENT EDGES WHICH REMAIN 44 CONTINUOUS W414CT MID, - 114`4 TAPCON ANCHORS AS MANUFACTURED 01 IT W BUICDF,x� INC (M.o I'c.3197 ,Y-) THE W.LCNNG X "EVENT WftD/RkN INTRUSION. :/4* # ,I 7/8" CALK- IN ANCHORS, AS MARUtACTUREC, BY DEWALT We (MIN I'V-30W P'. I) : /4'* Z NING RECULAITIM SOLT-SCT ANG,iOPS-, AS DISTFIOUTED By ALI POINT SCRE., BUILT AT SPECEALTY Ca 12 STORM PANEL 'NSTALAMN SHALL COWPtY TWTH SPECS 4"CATED N THIS DRAWING PLUS ANY BUILDING AND 0 ,!,1/4* Ok" -30100 F'. 0 FFACVGED BY rHE JURISDICTION WHERE PERMIT IS APPLIED TO - 0,14-10, PMELMATE FEMALE 0 & PMELMATE PLUS ANCHOK, AS MANUFACTURED BY ELCO CONSTRUCTION PFO%kCTS 11 to) THIS PRODUICI EVALLATION DOCUNERT (P ED) PREPARED 9� T,tIS E40NEER IS GENEW AND DGE1, Mr. PRDVIGE TurORMAJON MIN I F-3350 P-) FOR A SITE SPECI- PFINECT, ,. INHERE OIC SITE CONDITIONS DEVIATE FROM THE PE.D - I 0 /4 Cr TAPPF4P ANCHORS. AS MANVFACfMO BY IRU-rASt CORPORATION (�'31500 p.,;,) (0) CONTPAVOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND MSTALLATtCN INCLUDING �.(FE SN'ITY OF O11S PRODvcf A 1) MINIMUM DOCUMENT OF TAPCOR AAK>OPS INTO POURED CONCRETE Sk� BE 1 !I/4' 2* FOR PANftvAATE I,E"F BASED ON THIS P ED PIRIADED HE�15HE DOES NOT DEVIATE FROM THE COOODONS OUTARED ON TITIS, DOCUMENT -0 AND PAINEIMTE PLUS AND I 1/4' FOR Cr TAP -GRIP AAKYTYOAS CLWSITIOCTION SAFETY AT SITE IS The CONTRACTOR'S RESPONSVIKITY k;) CAIX-01 AT 50UD-Stl ANCHORS S""L` HE EMBEDDED 7/8' WTC THE POURED COAKAETt NO EMOLONC-Al INTO (cIr THIS PRODUCT EVALVATON DOCUMENT W41 BE CONSMERED INVALID If wloirtED STU= SMALL RE PERNMED 1/4' 0-20 SCREWS USED SHALL RE 1 1/2' IONIC MINIMUM SHMUD STUO,G EXIS7. NO I' MINIMUM FOR WALLS "TTY NO STUCCO AND MAY OF "FADEV SCREWS OR AU THREADED SCREWS W/O HEAD Id, Wt SPECIFIC PROJECTS SK41 BE PREPARED 91 A FLORKIA REGISTERED ENGINEER ON ARCHITECT WHIC" WILL BECOME THE BUY WITH W04G RED$ ENC94EER OF RECORD (E GA.) FOR THE PROJECT AND WHO FALL BE RESPOWAKE FOR THE PROPER USE OF THE PEP ENGINEER Of RECORD. ACTW, AS A OrEf"Ter, ENVINCER To 1HE A 3) N CASE THA� PRECAST STONE. PWCAS1 CONCRETE PAJNELS� PAY D STUCCO OR VIOW DOMOS RE FOUND ON TNF, P EM ENGINEER. StOlk SUBMIT TO THIS LATTER THE SITE �OLC;FIC D"YANGS FOR REVIEW. COSTING WALL OR FLOOR. ANCTORS SNAU K LONG F- T -N THE ". STRUCTURE BEHIND Sul. PANELS ANCHORAGE ShAlt EE AS ARIDIGNO IN A 1) .40 IN A 2) (a) MIS PLO STIALL BEAR THE DATE AND ORIGINAL SIM ARD SIGNATURE OF THE PROFvSSR)NAL ENGINEER OF RECORD 601 PREPARED IT (a) 19 EXISTING 2QI&RE1 1.0QLA&LAAN-�1--w - 1/4� 0 TAPCV4 AAC�On AS MANUFACTURED BY I T W BUIDEX, INC 14 SHUTTER MANUFACTURMS OWL SHALL BE LOCATED OI4 4 REAJXv VISIBLE tOCATKIN AT STORM PANEL STIUMR IN ACCORDANCE WITH SECTION 1709 9 -I OF FJORMA BUILDING CODE ONE LABEL - 1/4* 9 , 7/8' CMA-IN AW-14NIS, AS MAN,XACTURED IIII, DEWALI INC (MIN I'- tEOO p- .1 SHALL BE PLACED FOR EVERY OPENING LAREUNG TO COMPLY WDTJ SECTION 1709 9 2 01 THE - ,�. ". . 3/4- SOUO-s�T MOORIS, AS D.VR0LrrCD BY At'L POINT Scvtvrw� SOL' A, SPE'ALTY co ILORIVA .IJILDING CODE D"N "-IODD PvTJ) - 114-10 PANELMATE FEMALE W AND PAW-1.61ATT PLUS ANCY10". AS MAKIPACTORED BT ELCO, CONSOAL'C',011 (MAN C-207I p") A *"N�t "',41%. _ 'IPRODUCTS /4' 4 CF 'AP-0011P ANCHORS. AS MANUFACTMO ITT TRU-FANT CORPORATION T/1Z , %, � � ... 1. .,.f.-. . . FLORIDA BVIUXNG CODE (High Volocl!x Norricant, Z 4) IS I I "MUM EMBEDMENT M WCON ANCHOR', ELCO PA14MMATES AND CF TAP-rFDP ANCHOR. -N'-TO THE C .. BLOCK UNIT SHAL, a[ , 1/0 . - I APOND NI'm . 20 CASE GALVANIZED STEEL ' . " B f ;' NO 9 21 CWA IN Ar SOLO -SET ANCHORS SHAU BE VVSC�OOEO 7/5' INTO I�E CONCRETE BLOCK UAtY � 4 167 CMD05 , : Z ----- - -- INTO STUCCO SokAIL BE PERUT'" �/4* 0-20 SCREWS USED SHALL K 1 1/2' LONC, WINFNU=4V'CCI ,:: ,,� . - -�-., - �- GLOBAL PROTECTION PRODUCTS, LLCJ "" -11.4 -- � " I ' Evil". AND � " .- , DAR- WNWUM FOR WALLS WITH NO Scro % . STAT - i 11 IECOINC 'A' '. OF - 11 - I % q iO' A DIN �!li;mw - f. -- - n: 3ji;j -,. zo� .-Af " PHONE DFH FAA. (II,A)M-em 1 20-176 ill , -y4A`B,� -`Mf� " "Woig � I... AH MIT --I.,. mw� ,E: --. ,P * . f I., . . - lx-,� .4 11 tw,,�� . -- RY " S, ' !=', HHN -.1 — 1-1 Q0 A �� - ,,W;---,-N, AF,YPT . r1F .1 0 E - *"� ��: , -; -� �. rt" LF, I ";., , I - I I , I - - -- -- . . INSIALLABON INIQ EXISIING COMOSCII: ANCHORS POURED DEMIU FOR RF&ULAR EANELS(12. CQNCREJE OR CONCRETE A IA BLQCK ISTRUCTURES CONVICTE ANCHORS �- ESEE scREOULe M SHEETS 0 THROUGH V - - on S0.11DWE - - I , , I , ODMN" ANOORS (59 SCRED'AL ON ---. ` I , , SHMS A TNNOUO4 9) \ -, -..--EC.- ,)\� - - r, --E -, "' , CONCRETE ANCHORS, � � (4 "Iali=," & � EXISTWO POURED \ - � - ' CONCRETE ACQUIRED, 'n� ..D4 I '---' SNEM a THROUGH 9) i .... - 8 — "' , 1 --- I EXISTING, , I- "I ` REOUIRE6,; - ' CONCRETE POURED - 41 n � � 1 J .� : -.A.-- -I' W 1� \ - V ' � ,-- - - I -.- � - :` - -- " - ", I'll. I .1 I /.1 - I , , J ��--- ,Jq--., -, , , � �,, ,-',,- '��""', I --- I 11".1 �� ", . , . � 11 I "" I "I " I MY` � - -�� �,,�� I AV - '/?.� t," -Is IT 7 Akr'% � : , A, ,� A fE-:- _ AF,yn.ps - rit I I 11 - � W. . ; - V., - - - -----y ]:, - M1 � . W � L-LJ-S=.F! , AT C . 1, I � I 11 I I I W1. 11 -S" - - - 4 , -- . ,- - -i� -TA-1 --i - I �, EnSTAN, PwKQ E 0 �� � , -' k.,W* , , . I , , : CONCRETE " 7: , I I 1 1 I I I e .1 . :�� " 1�, I i -- -, � ,. I `4 � I Ea I * L 2 RIOUAM I - 9 i - I I I : I - 10 kA) J EXION40 POURED ,� CONCRETE REOVIRED. I , L I - :� I . � t : I : � _ , , _ - _, _4 , __ , , , - -4 :-,� :�!��, ,�� I I � , , : ", R t I : 1i APA 'sl - " �' 1. < :. L." I ;Xlxr. R I , 1, --- ,,, ,� a I I I � I I W, I= I 1 9 , I � �., , , .m. ��* -i; � I'VOW ARID 0 1 ! 6 I I . . : 9 � , , � I� =, = . (D A - ON - , �`Ve I0, 111PAMNAN I A) � I, , T 41 10 - T ! , ,2 ,/2. .0 1 T2 I/r ax ; I .9 SONMAL, 1 , � - I" - WANIATTIA, I ` - : '13 � ; I I UML i � - , (I-, , I F--- I= I !/ I , � � I.- -1 I I - i OWN, I ..... --! I V va. I N, �8- - ( TIL "D I I I I . ; � t A bg , I � I I I I 9 , =4-� 1 5 O' ; i � i t� : I --,@ M I I I I : !tf �--f`,, 1,77r.""', - . I I i , : I : , i : I I : ! 4 : I i - I g-.-. . I I � i I � ; ; : �,.- I 1 6 ' I - : 77 , "� � �� - a 1 112�11 I - - I � - �L I � ; I I : ! i - - : � .7� ,�L � 'I " . t I , E%': At I I i I 12 I/r " , I ;XVW., � I I i !� I 1 m LD. =PouRE - I I : 4 I .2 Ilr � C � 0 - � � 1 e � , 4p- I I PADW 51110 It CKISTING 'CUREO I ED III Ter at [ CA, I ' I WI.W. I CONCRETE BLOCK ; ,� t DART SW A . AEOUIRED �,,� - � ,2 qr 0C " I L" 111 - - ;, I L E=,-,rP �, F - BLOCK � I .OR - I - : , I - - CONCRETE BLOCK ", \ �, 1 It . ', : ��:� � 1�1 :. 7,-,�' . - 1 . 11'' -11�� , � A "' I " , I , , , , �- ,� � �� I Eovft-a L I I ,;�a /2' . KOLPRED - Y '/I' I = � sm' t L .. ,4. - - - I f ". Exis", PouWD7 ,I- CONCRETE -,3/..- RECKARED , -, , , , W . , 11 I - - " Witt, 1: - � - I' vv, -J / . I I"' 11"I'MI CONCRETE ANCHORS -- I I ik-,.T. -- ` O. -T " , CONCRETE MICHORM , � �1 CONCRETE ANCHORS, I f r�A' 'AV ) STAGGERED W/ STUO � R 1-11, Uf,Vl.l Z - Isee ScHeow OR, � ,� I .01 II (ME scHEaAE M X . (SEE SCHMW M SHEETS, a r'"ifluGH 9) . . 0) , , SHAM a "tnouo. ) A 9,cm a T."'to,I 0) WI MWING , wm,l CEILING AV lum SCALE 3/6-1" imam ilulLn WFA "'Ou"N" ,UQN SCALE 'A". ALTERNATE MOUNTING ME SCALE 3/8-1 * I- L- -, --- 'T , ' I I I a E4. - EDGE DIF , = 1 � (SEE SCHEI ON _F% - 'aims. '01 It SHEETS a A, 9) !�:] it I 11 ! I � I � 11 a It M I I NOTE EM GQlAgirigmit OF --- 1 : - ; I t I I 12 t,W OC :. I NIA0011041"N"'M ,,t� �;. ��% 4 TOP & BOTTOM MOUNTRICS CAN BE CONSFNEn IN MY WAY TO SUIT MY ONVA4LIATION I I - - 770*7 -�-:_,jI'. ,_ -� -, %, ", � - � -." ", �, ; �� �' �� � .. �, , `* I-- V -, ,�% . - %3CE&.kk%., S . DRSTING POURED CONCRETE 1 _,3/X �. 'L -- - - - C.D L I AEOUIPED. I , � '. A . . - '! !*- J' q4767 -' Z s .% : S FLORIDA BUILDING CODE LM,h Volocl!x MR MXI RLIM0. PA, 20 GAGE GALVANIZED STEEL STORM PANEL one Zone)f f'r I '. SCHLDULUE 1�� SHOM a 0) - , * � , :*= * Z *, . WE 4F �.' ` Z --!�L�, Sov. ., li�-. . '\ GLOBAL PROTECTION PRODUCTSY I.I.C. / 111PIECO ans" W Or/WCATt2w CEILING AJJF W! %. g W'. T , �'. S., OR I d11W------ � In el Moo SIT 61 STREET TRAIT TESTING DAAL Ev. =,4 SECTION 2A %, �,*� �11111.1 t- a �R$Ec� cow*X1, " AWA P. %41'.t - - - IT - .0.4, NAA_?AME ANK MONW-M, 20-176 SCALE 3/6-1, I I .... IT ,CN ic," MR, - . - PAN AT-., ORNAMI W; 1 . WALTER I ,-:F"-.,.,."L sWorr . of 2. FUDIT& I - I - i . I I -, - - - WALTERA. TILLIT, RL, PE -- / AM — Z'T1 LTECO iN\c TILLIT TESTING G ENGINEERING COMPANY PRODUCT EVALUATION REEM .. ,,,,,, -4-467 UL 1,A. U -�. ASS?] 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCTCATEGORY: Shurtlers PRODUCT SUB -CATEGORY: Storm Parrels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection PiaductL= 48M S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUAIIQN, This is a Product Evaluation Re -port issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. fil G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at Jeast equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. FROGM EVALUATION DOCUMENT JP.E.0). Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inte Is Evaluation Report. Tkj�r,MV,Q .,#!,� ; N, , yn'.".: ... zo. ,,, 's .v, T t. .,/" I, - .X -` \ — X -UNS, " .�? � , 0 e'V el *. , .- .--,%;--J --�- - . ' �- � !�:-;2!!t �5-----*-44167 ". -7,-`,.,e�,�- , * .: * I R�' �r .1 �� W,W-1531 6-155N.W. 36th Street, Suite 305, Marni. Florida 33166 -Phone: (305) 871 wll�,�" ` CQMPONENTS FQR REGULAR Ak LIFE SAFETY STORM PANEU (SCALE 1/2-I-) - I .1 � - - . I- - I ISASIr VOTAL WIDTH) - - - I - - -- - � 15.196- (TOTAL 1RDT4)- -- - - - - I - - I I 12.500' (EFTIECTIVE WOTh) -- - --- - - -- � - � 6 1/4' - - - -- -- - - 6.23C -- -- , - I --I 3r - -1.5%, - - -'fa' - * --�Oo � L5W � r I -� I , 'j, - 1 350, -, , ", I I ��� . aw MIFL THICK Y 1 �350` - , , F- - T!,� I . ---- T-*xt; - - I ,9ALW*QW STEEL I , I , ;-/---r-\ 104- , H-�- � I 11 , I NIM , ,�- , J , � � � - ASN 4-453 1 1 '�-- , _ " \�.", HEW" -� I GOD, So "Mm I � - 1�1 2-1 :: V I . /I _ C E..E , 2.65.1 C-50 04V I , = =, � " i *1 ; �� 4 I;-- I. ir �� 2 L.� 2 Goo t 1-11" - - 4`^, , I TYP i Ne //7- -411* I TYP - /S :n. , , , 2�p.; ' HEMMED \ I I HEMMED I OCTAL A-� I= I EW - : \= OCTAL A-T / , - -f,..L A \ �, Aeff G-60 GALV - tw- A I 4110 e I M " 1. I '-- . 7:� [ - - -" . - . - _ _ -- ------- - . - . I I . .---t - ,;;:::r I 4.. 1 � - - - --1.25W - - --- - �� � - ---- - -, J-W. (D SMRM PANE (g END STORM PANEL - , � - SIT, �-�'. , - -��, ":- 1 I2W ! � - 2.t$7* I -- - - - - -- - 1 '25* f FAM12's ow UP .- 1 �, ,.2w " - ?NO, �- %4'IF-20, 0. 12�: I OWD" - .0, ri2 W/ WA@MD Evar, "I I I -Tao' , !4 1 1:125* Ss ='NE,M ". S M N,U 60'7 1� I - -11� 4 It a ----I k - � -, 'a, - 1, -, I , TO MKILE 0 TO ANCLE 0 0 :�-, , -, �Wr I --- I . � � I � I--- I- - - IMA, 11 - . I i 12 JIr Ore. :2 1/7* ox. /7�-,'11< - -, � " loce, Too*, i Do" I ; I i I - - 3,375* Ogr �LO93' 2 . - I �/ �, �� - I - 2.125 . 000 I.WO� 1�500' kl��-� - I SEE I <� SEE , I ��Z� , , Itn 939' SEE '� � - L--::� I ,.,-M. , - 1023 I, . OCTAL I IT ��- 2 I21. - DETAIL I 4 , I 1w) I g54 , I " I I HEMMED I � I J 11 - - a�- F // -1 I `�p . 1, , S. I I I I I R OL 1 375 1 I I I, 125, ; I --- --t llf� "11, . i � - 5' M - --I,SW - - I � - - ' I] ' I ' �� rX1 A" At - 3&< ISOMETRIC YM MAIL -2,000-- � 2.000, - / - ROL44DED WMER 9 ENDS OF PME1*S "got END LIP */ HEMMED EDGE ANGLE VATH STUD ANGLE WfTH (�) 'h' HEAD (�) WULMAW (�) ANGLE (R (ALT S) @ REVERSE STUD I - - I V#JM , Sit W. -=-f 111. J 1/1. A )/iII 0.344* gP TOP EDGE W - age' .374� - 75W - T PANEL I - 08-- I !64� Cr : I - I - I r, L, . "I 1W 1^10-M 30. SERIES ------� - __ f i -, t-I - !: 1-t S STUD winn To � ' , - -1 t ---17� .60, f 1-407., .,. �375- / A _4 - i -a, IVO.17. 04MI 6 12 1/2- Ot 57-i"' -� ,-, I M. I ,I 1671 . : ---.-- - I ",Iv. ,,. 4 1 il� " 1063,( 1 34,- 1 "" I -�w t.- - 4 , �11 8 F W 17 1 - 1,- �003* , to I 15' 7SO- ON , LO&E - - ; i I I I DaC' , - f EVERY PANEL O~ Stir I i - I � t - MITT Ow, - - i .084' NOLE WASHER " 0 ----, - - 2.000- -- - - (TYP) 7 OW (�) KEY - - --- (�) 'E* U&S AIIGLE (R 31A* 'F* TRACK (I EW PLMID .063* 0.036, (MI _ _ 024* _r _--- YM STU - .. 15' ,0FG GALVAMM STEEL , I .. r-S, - 4 ,,* ��441 1 -V " 7'T1Q4/'*',%, , - - - ) /4�- ') ' V�. `CENj,`-- * � r -1 - DB3- , k I * . \> C . YtA'vv U75'. 8' I N .37YO I � � � � � I, : ii . , � , - ' 4 , , I -�, - -.I A - I tilo. 44167 -1 1 e 375 \1 , . , , - - I * I . -Mro IF** .*f - - . - I I . * � I FLORIDA BUILDING CODE (High Velocity HWY cant Zono)l 1 21 063"- ILL me Owl T50.0a I I STATE OF am "Efum WK, C, I '0, 12S -'-- -1.71- =- IFANG wry S11% � .� `-- 0,�--- ort IN., . ,Z 20 GAGE GALVANIZED STEEL STORM PA#EIL am" W- . 0 �, '. , !�� - C� FA �, . _ - 4 * f�� Z GLOBAL PRO, al"O'e'n' --- 2.00OC-1 �Ex HoLrL tk� �r��, '4 ECIION MDUCTS. I.I.C. a,,, " - -i ALT PANE NY 1 11LIECOINIC. ,,�i6-7.4. . _ ___ - TIM SW. !tI STREET i. _ , , �� _ (1) 2*)(7*Xl X NETCRKATMELY. ust WING mn */OUT . OLUR ONAL � SAM ,C-1, M-W-* X`= PvIONI` f"4)M-750. FAXI.A.m.-Irve, 20-176 ALUMINUM ANGLE MONOUITHC WASHER V/ AUDITONAL 0.1 FY - - � PAR AP -TAN, . 7/rft3/3r 009P DnAWLESS .",W. C�-Oe,�,. - MANNA, TAP VM OR NICKEL PLATED SOECLJ� - i M 0! WIFE, 2 or 26 � . - STALLABON QUAILS FOR REQULAR PANE1.3d A a EW QMM QMU EM INSALLAIM IN Rm axam Q%= W" 9R = . =40ft'n"TE FEMALE TO, NO -ORS ,� VAIJQ FOR BOA& UEE IM AM E--Z HW 2M PM �M to C, ODMDRM At -- UP- I a;� SCHED&ALE ON [SEE SCHEDIA . 9 I SHEET a e"OF) SHF1115 4 THI ., N � � �111 i ", --, - -Ar ,� - " I , MY" .�, � " '�� k (-4 11 � � I "t- " � '' i � � - - - � /2' 1 obw � �. li,, I I --,' I , � � ,� - � r I W I � 1, I I _J , - � ; I I i =101--= : - , , I I I . 11- )/!t* WAr , &, I R=Wolm : � t E. �., 0 . --.--*&%I - /4 `1 , I � I I (�) - . 7 � REOU!" i �� I I I:t,A, \ , I - 11-0 , +.,� 1�1 ; 03 � M.- ___jpl Q�Ig;FA - - I I . - ; , " I " . . -="11 6.0 y , - \ A-- I I - " � I � -, I 1� � - I L--m-T I �, : i J, -j" 1. =,=i 1-1 . I �, .. -1 C. . ': I a � i i, - I J- L, � I r., � . I Y'- I L.M. P L : - - , -A ,,� I� ,, � ,,, ; EXWINC POURED : I A -1 11IL I I J. I .. , �fr i R , , - -- I W,Y -,- - I . 11 CONCRETE OR =-=� I I I i - I cow-RCTE BLOCK 1, I -9:11 - I ) i 9 J� : " I" 4- 1 It I ' 3 REOUIRED. , i F. ", I I -W ,-..d'- - - - - - -i , ; : (1). : Ill "I � I . WTMI . I I� � QMV W- iii� .�. - I I 11 - -- - - - ; :1 I - I I ; I �t -.'( 1 12L-�4 C" i I � � 'Ir ""7�") i WOLD�w - —�. i MA r I .--:-� � I � - ) 2 1=1 . stem. A INA. X "", * I V 1 y2- W. - - I . I : - sotah" i . - -- � I L ------ F, IN 0,00 A t , FA -. "In. I ". . sn' = � � I -, I , . I. I ON - I I IF : - C1 I � , (DAA% I FOR Th, SOW'Wro, t cu M CLAFE I I i ....... 6--- i It I : i I r. - I-r "I .J] I I : I -;A.M ... TVI - �J A - i 4vi- - .7 --/7 ]5 -Mix '--l", . I AM t - : i I EVER, i - It - "', �-i�,!�:�, � I 0111�04 i * "t-a",-, � , " ,- �. I I ;1 ]�-'1.11, 11 , � 1. 4 I- I .�^�r - , �, -- =6* 01== i - ENST.04 POURED E D, I I I - 411 , CONCRETE OR "�, OPRO" I i LP :�'� I ""I%A�� 'ro"tED 9.0a ;��, I I EXISTING POURED - I I QEA4�) CONCRETE: OR I -- 11 t I 0 �-I CONCRUE BLOCK � �� - I " ; i RECEIVED 1 4. ,,, - * 41. = - = PIT - 1, 1 4- -i . - �--1 .r - �T - I � 11 .M =.-=, r.�.=-_ .i.+ I A , CALII-I. OR 0 WAVINIEF TP I I CONCRETE - . -* I �-�111 == � 75AXPP .0 FEMALE 0 AIMM I ... L , . � � , I , , (-!) ' , , � _ I L, L , PLUS OR of TAP-OMP , - - W SMICAW ON = 1WHEw= - sNans a THY - . � ," i it in SHEETS 4 A 6) WAI A 4"t AN wr&'111" 4 pl� - ONE 1 M2 0 00 M I - ul� I A! LIF 1, - ",� - - -- ...L 0~ ..K... � - ,�'�, / ,,,W.-,a,,FA6 SCALE .X/6- I SCALE 3/11.1' 01"Ned Wom &P. - " I -. I -%.= ...". . DO OF "ISTWIC 0 NEW I' NICE . VARIES . "TO, ED. - EDGE Mo -0...."PaPAPAL) - 6rPZEPdNC I THICK AnJU, TUBE ON 1* IT (SEE (:,) - I � EXISTINO SIMO/ P I WOW PUAITC SPAM I SHEETS a A, 9 I C&EMPON) x � .1 I !g7%F)- I ODD A" ... � - (- / ! 1) � . I " NEW I' WIDE IT VARIES IT 1/8 . -1 : 1-:-1 � I ALUM, TUBE 00 I' , VARIES ," I I .1 , I PJ WVOO PLATE SPACER 11 i Top & aonom ANouN,nNGs CAN BE I 1 BEHIND TRACK x I . - I .0MVIE .wn - I COMBINED IN ANY WAY TO SEAT ANY C"PION) ', "' STALLATICIN. � .. fSEE SCHEDULE 0. = '. I �16- .,� � _ SHEVISS a ROD" #I I , t I vFACK - o r I - III A..T lt4 , -,) � �� , - . C:?:�� A �� . .... ........ --, EXISTING POURED ": - AM, twwxt � a r . A U;c .. FLORIDA BUILDING CODE (11�191, Velocity N cant Zone) I --Wmn — - CONCRETE OR .. PiAo, I ,�iw V CONCRETE BLOCK ,�] 94.`00= 'to " . tt� ,,, * ** S F2EQO `LMO. We FIT. Iv 0 3 � I '. 20 CAM GALVANIZED STEEL SIM PANEL M., REOMED -� "W" Now I No 44167 S1 xil,P SECTION X=X = *: * - .1 - -- DRAWN W SCALE 3/11- I' 7 *, c--- �� � > -- OLOUL PROTECTION PMUCTS. LLC, olw.," T� .% .P DETAIL FOR =ERS RIEGUIRE 1% S a --- * 1111 -1 L ECOamc. ON S.0, & low 1�%- � aT, �.Col - ... � 7-.-. - WNW. FL nm, 89TM TRACKS ADJACENT IQ 9MU/M91"kilas %.A,�%.. AID"... , " ... ME- MIN, "WW-'(ft4)680-�. W- TWANIAIH�8117 20-176 I - St .. ....... - - am 2 , J=_!% aftemes, TIP "I SZ, - - OF-00061", n1i M-- i - i Teem . Purr ,I. - M2 . RANNI. - I -, " I I - If -9 SHRIVIS WA. , PR01DUCf IWALLA11MEENST Nn. 20-07,27, 2 ZZ TIEST REPORTS: Large missile impact load tests were performed under SSTD 12-99 standard as per section 1600.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmadcan Testing Lob of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R. Mohner, P.E., Boriz Moroz, P.E. and Henry Hattern, P.E. and Report No. 021 9.01 -09, dated February 25, 2009, signed and sealed by Edrnundo Largaospeds, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No, I OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jairiofano, P.E. as per ASTM E-8. 2.3. 3MCnffiAL ENGINEEM NQ CAL&ULATIONS: On 24 Gap 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 action 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, 6' Inc., dated 12118110 and 08127113 (for this revision), signed and sealed by Walter A TIM, Jr., P.E. 3. MIS61LE IMPACT REWITANCE: Large missile Impact under section le0g.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4-VVIND LOAO 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 an sheets 5, 0, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been verified for code compliance to work as a non -porous Storm shutter assembly, as per SSTD 12-99 Standard. V01111110110101%, A.. %-� A rk� , � :., , - AF'... 7P - ;�=,;==zzar.-, �NQ,EN,ye -%. I I I I . -- . . ��N --- -�T=� i-146�- ZY's -2,�!� * :*= .1� / S -o % STATE 11 , * . . V01'...."ZORID'It, ..., ", � ... ��, ... . , , ,If, � .... (Iffill ilw% -6-P& a) (D C- cn -0 a) —cu > 0 a) = -4- -,,. ... It := -0 PRENDIUCT XVAtAJAT10AJt1rQnXa 2"727.02 3 L- a) LIP— 0- C 0 a) Q- CU 0 -0 L- Q.- 5, INSTALLATI N: 0 Installation C O)b -11- (1) IT (1) shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thru 18 of 1 8, of Product Evaluation Document (P.E.D.), \ — Cn 4-- drawing No. 20-175. Minimum separation to glass shall be as indicated on CD -0 0 -0 sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document M = 0 0 = -0 (1) (P.E.D.), drawing No. 20-175. �� L- — C .0 LL- 6-MATERIAL HARACTERISMS AND SPECIFIMONS; &n t' 0 0-0 4- M Shall be strictly in accordance with General Notes and Components Indicated on C= 0 > sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. . 0 20-175. -J = '"I'll - - .- (1) U) L- -4--0 CIO CL Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation = C:2 - 1- CIO e,0- C -6--f W ca- < Document (P.E.D.), drawing No. 2D-175. = -0 . - 6 - �.-c 7.11MITMIQNS AND CONQMQ-N� OF USE: -U; 0- - 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated MO tn -:c - .2 �Ic on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-17 3: W a prepared by Tilteco, Inc. and signed and sealed by Walter A. Tilift, Jr.. P.E- 0 *5 = = 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONE Co A:= -9 .99 M III— im as defined an section 1620.2 of the Florida Building Code. CP 7.3. Product shall only be installed into poured concrete, concrete block, and -� �� W 0: = ;P- = 4 wood frame structures. W = Product Evaluation Report prepared by WalterA. Vllt, Jr., P.E. (Florida License No. 44167), President of T1 Iteco. Inc. (Florida CA-000671 9). b- Ye R%t0%110IIIII0J#,' , Ajk.�I)�,% " Z .,e,�I'� ... ,46.0, " - , .'' T. , ON9 " !� N 'i -, ,IT )Q , ... S A- -,�� e I 1Z. ----v--------� -, . i - �-�444*7 '- s :�_"-, . - L - - :*E , * : - V"-. WATIL1 " / S IV, �, D*ITILTE.COADMON RECORDS � P� E, REPORT.20 kGLWIBAL PRO NP & S,L - AGE GALVANIZED STEEL STORM PANEL � DAM # 20-176 1i REPORT V 20-0727 ' ..� V'I t t ",�,, - .�..OFIM ..., �', � . .. , . '�X . A . 096 ,� � Ill L Z ON ...... 11111111110% 1/4, 2/4. 3/4, 4/4. 5/5, 7/5. 111111/10, 2W/10, 3W/10, 4W/10. 6/5 5W/10. ew/11 ISE 7W/11 + - r MAX_ . - - - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 0 A, 0 1 - - r MkX I* MW MR WOW SEE SECTORS OR SHCETS 10 At 11 I* MR.- - Q` a 6 1 -- - r---- - - -r-:�:�� �� , --I-- - - I T- I I --- -�, ! -� , ---. ----T-----.1, I T-T- - -i -i [).M..(�). (�), @ - @ , I " , I , I I I ; I . I I I , I t I I -- . .. --.-.r- -----, � -- , . , I I ! I - 1 (�)�-(�)-@-QD I , J � I 1 1 � 1 1 f I I I I j � I . � ; I � 1 I . 1 I : , . ! i I I F 7-71 � ' � ; i , '. � � t I T' � I , I i I , i ! �, ; 1 I i , ,� , i i � i Fi I . , . , 6 1 i i i i i i , ; 1 - , 1 . I � I i 1 I I I 1, A I � I , " , � i I i I i I 1 j . ED 4 i � . 4 I � � i -- � - --1-1 I � -, 'L 1 J I � : I- - - - L - . i --- � - - - i - , , � .,- - � - ,. - , � c , � 9 � , - , , i I ; - , , i i � � T , T I 1 , , " � �,' - I i i 1. L I I � I . I , -4- k- - I I L I , - I I i � � I 4, 7--, I I . � I I � I I I f 1 �` L ,IV i 11 + 11 � ; i ; T � I ! i § � i t I I . k 1), 7 � - I , I � I ; I , : I � i I I L I 1 1 � , T I - I I i � ; L I 1 i 1 : ! � � I � � I � P � r - , ! � - - - - - - - - - - - : ! . �- . I I . a - - � I ! i UNEE � I I I � ' BOLTED PANELS W/ 1/40-20W I , I MED PANELS . I [ , : . � ) I , � I I : , . I 1 S.S� M'S. SOLT W/ ?lr A 3/32' � ;1 � I I !(SEE SECTIONS AS ! L � ! i � ' WINONUTS 0 EX OVERLAP I � � i I APPLICABLE) I I i P [ I I I � I 1 : � � ' I (SEE SECTIONS AS APPLICABLE) ' � , 1 I I I 1 T I I � I i I 1 1 , : 1 . 1 1 1 � i _ _ . _ _ 1 _ 11 1 � � 1 ! I --� i i , i I -1 I � ; I - � , ! . I - - - I � - I I - I I F - I � ,. , - - -- I - I I I I - - - -- - -, 1 ' :1 - , I ; T ' , , I , 1 1 1 1 � i . t I � � ; � E40 i . 1 i i ,I I , 1 1 � I i ,� i i � 1 !, . 1 I I � 1 i I i � I ; I ; I I i I : I � i L � � � : � � � i � I � I f i � I i : I I i 1 !, 1 : � � � !I � I ! ! I � I i , I i � I i � i � I i i I i ! i � I i . � I i ! I I i t � - � -- � I i t .- - !, 'L- I . ....... � I.. ! - � - 14� -- r o 7 � I- i D.M.,&W�)@-�1-i4i IQ! I A S ,, f � . I , 1 A"I i 0 1 i I t I Wj* Ict. (�)-@.(�)- @ . & r- r Mo 3 I' MR - 1/4 --- I: VAX _ 3/4, 4/4. 5/5. 7/5, � +IWjI2/4. 0, 2W/10, 3W/10, 4W/10, 6/5MIN SW/10. 6W/II BE 7W/I I - - � - -- ANCHORS. FOR CONCRETE SEE SCHEDULE OR SHEETS 8 AT Q - I - FOR WOOD SIDE SECTIONS ON SHEETS to & 11 REQQLAR STORM PANELS ( ,T) & QA) ELEVATION N.T.S. 2,67' 1/4' M GAP I IMILEY) -1 (W* OVERLAP - - WHOLE I I--] �1' i , ------ -- , � 11 W-% / - \ /- /-\ /- , � � �7;` 00�- - 1� � \-,./ \ --- /�epIWvN`"414;,, \-./ ,/4' -r- ",-� KN� I YA-401, WAX GAP I , .!Ii� ; ., ki � 4--.`1 I /-,\ 1. ... vt -,\Iil A*tf ' *�* T \ "' E" r, -1 FLORIDA BUILDING CODE (fth Velocity Hur can* Zone)] .. A - . _ q5 f.1 . . "' IFICK, T`UVM INC, 20 GAGE GALVANIZED STEEL STORM PANEL F.P I N 4141167 -. I DAPAIN ft I . - * I It .--,. It 0/m/� SECTION A- I *'. TE� LLC. OFTE N T.S. rAl;Z , GLOBAL PIOTECTION PRONCTS, 1E .$.. AT, .. �� - � / 11LIECO.Bic FAINT S.*- 51 WIR1311 �. , ORIt -� - 11 01" . OR%M - , me I PAW, FL m. = C. ft� ��.- "HaNt 064)SW-7MS, FAX, (264)MR-511? 20-176 V&� IV . .. ....... / - - 0-1-1- - 0-1 - AP TA - TAP I - YP I - I AFF Dhatto - ; -`*N4�1 N.1, 114"Llu,", Q4-OXVTV � i i IM000W4";FAA WILTER A RELY A.. P-C , I j - - IF-19 ., , - I - Of " 1 ; I � SHUT 3 ��illi-if-IRk-iti�IZEDI:of;lll�m;tsi;mzi:(tiliw�iza;r�IZ14 - .� lizifoil*�ii--Iliziem;kol!lZI3(%Slolzcqzi*i,wsl;xolour4;i*i4t-ire OW Y,..-N,7,. - -A. � - , - - :I- I - . � I - , �� i � , -, : .1 11�1 - -,r I I I � :� ,, 11 pi I � IC24 I " - - I � I ": i I . , , -... � �� : , I � I I - J, I �,� r , " -6. ", �� � 1, �� A� ; , 1 1 , I � I � . . a : A : � `�, 11 , f ; : ,,, I . � : . : -scNavow : I I i Io, �At I I ? , I � S H.DIAM& i e I- � OcE ww, 'IWO), ! : t i 6 � � , � h 4, :: I I ;�A4R'11 i . : � W a � . 1,-,--*,; ,�--,,.�- "', I � , i � , III I 9 I i � : I I; !ZZZA.M. I � T 15 t " If I � . I 11� : ! I- r - --- - :, - i - e , i � . � i I � a I i-= t I � I %� � 5OX. %%!E� . I : i 502 OF "L' I or *L , � I � i ; MAX -I- T :; � 6 I , � i I , 1 '-3 M. j': �', -1. /�' I � , T _G ; . 1 EL�,e � I 1/100-3112' rox I � . � Lp I I - I. � I I I � I .. 11 - �e - I - I ,V SIM) & 12 I 0. I LE , 1 _ -,� 1 I 1 I I t � � Ir I I . '500, :- I/4. I i 124"020X314' SS. OOLT ; �� �1 . MI,Y 1, 4/ 7/6..3/32- WING NUI # 0 12 T1r OTC ,Z/)= ANCHORS SIAMMO SHEET *I (%BE SCHEDULE ON CONCRETE 00CHOW; I (SEE SCHEDULE ON SAW 1) � ��C OR BLOCK -- JVH OR , Col,� ROOUFRED DIRECT OR all , MOUNTING REQUIRED, DIREGI ANQ WA�L& MPUNTING RUM-6AM W%,; IkLu P146M :L&M,? - E.D. - EDGE DISTANCE tw (SEE SCHEDULE ON TOP & BOTTOM MOUAM. NOS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY I INS'TALIATKIN. I I , I ----Ic I " -,---- - I :: , -1 i I i I � C D 1� : � I I [--CD i � , "t" .1 I I ---] i 3 1 - I � � - ve A41' 0 � - �- I ,,, 6� ; ;,,n -20.,. :SA OMYS W/ A . 3 , I 9 i : i tl I :7 c~L I _ - 4 I _ I . , - ., . � i I ; I :1 � =I-,; I � i 1 . . Sat . OF IL , � �J EMA, I , - -.- - , , I I 'I I ". T'�, ,_,� i -- 11�� - I Ame"Oft MR CONCRETE SEE SCHEDULE ON SHEET a , - MR WOOD Sa SECOONS ON SHM 12 � 4 3 '. M. I I: Net, IMAL O,1BLM,7 67' 1 "I - - AN, ��Pi.. Wkim L 1. %twusint " It, . I DA I I*- IOMV 2 I . , rk---7 IT - i 11 I . ; : : � i I i * ; a I I - i + . � I i - N 7 BE F11 I !,�, - i I I .1 �, I 1 I I i I i : I I- "I �, -: -� . �,.. r- � : i I 1' �-- --- - : �'; � I .- ,- -4 1� 11�' ---- - - --'' - - - 7 1,�-.�-i.-`-;-"`- , ; , � - � I :- � -� : IWA; I Vle� I I . . � -' r . - I ; I � 4 � " , r f ,�4 I Fir a , , i t � 4 aidw, t , I . t 1 0 , - � I I I . , . ! I , - !,- I . - I I � �� I � i 11 ; - . � . , . � , - _ : ! I I I : I I ! . I , I � J I I ,� � . � � I , � ': ' � : : I I I : I r :� � I I I I . � � I r � I ; . I : I I � � 7 ,.I I �� I' I I , . I - .- .- - AW40va 3:i4t, 3, ANYI. U-0.0 W-10vu I W. I* mIY, - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 - - FOR WOOD SEE SECTIONS ON SAM 12 REGUIAR STOW Mjj�,.jj-e'& Q ELEVATION , 5OX OF 'L' - 4" 1i I I S 1 1 50X I 9 Of 'L , 16 ", r- 1--E.�: g& 1 1/4' MO. CAP 4 �"` -J -!f CIAN CABILAP 2,67' �- I . -��!%Novr TIALUM (111 , , ',� � ----- --- � - - - - - - - - "-- - ----- - . CONCRETE ANCHORS � vi� Y,-J"', -�-J' .-O, . , I I 1,� � � I I - 1PICE! 0) ,1,1 ,W - - ZA -� (SEE ScHimme ON t a BLO,FX OR SECTION A -A (1ya.) REQUIRED SCALE 3132'- I' W MJ Cn " CD = W CD C M 0 " " = LU 2 Z Z < -J CL -0-0 a) (1) _= cf) ICU > 0 L- 0- 0L < -4-0 0 =3 -0 0 L- 0- (1) (1) ICU M SHEET NO. SH 1.0 a '. ]►. WALL AND FLOOR MOUNT_ ING INSTALLATION FOR L'p�q"M;"at +'' ° "'"�wL� aQECrR MOW16 P' .16A CALL..-' 1. b PA.! >Er2 a ---- _ - d - - SPUT PANELS _ 9MCTam •`„«E,«� 4 sOn 4 '_0 LEpMAm , L6w.; 2. 1• ffi Lv7 r"°.�roIIM }. c..aF 1T,mmP.dwakf 1 1 wt,9n i r _ , 1 , Ys W) /4�Y �,�WN Bain I I d( Atop ' � i w E W wA 1 r.maryuE �•,`� ._a•-_=' - Alun, Stan, IIjL ANN1/2*0. 'x rum w°� } I I (_,,;SH eso�mNlE.- 1 ..Ii� • • "•J, (Wro cA""Wmc a,� ! SWF: T ♦ a 1' T. A s T L , i DETAIL i L 1 ' T sa ama , I I Iwol. - (!F2 3PI®WA tR Pe w,ln -aMA[o I: 1 I l t i 1 aLLr a IN 44VI of g,__� - At- %TP ip� y pws�p1 j)q ; .t � a. SGD. ; i SS �NL w r a.C275/t3lt• � L. wKlUf f "_—'--•'� k i i ? wow 9 ..�, i �.. __ , i •^ !-. ' i _l M + ANAL W -R• MR, AN E, _-.�J i 1/4'. M4 SOL _ t s asegsswt MTPA , t } i i a.�n rtx.-a P.c me" )J. �Ti�--� 1 2 Y-_---__� j I i 1 } r r•t 14M1 1 t Ilaw •_. swm • a" •.ORMAr' ' A sx-n•j IPAuMI WIUON RYP iW d ltlrlaNT ® � L 2 '-� GALE%ARiA PAYEE ELEVATION s+�E SECTION Y-Y spX 1 !F H ,/4 n," SCALE 1/4-.1' -R .wlfc.Yft SCALE i/!`.,- e— DETAIL f/"M f✓WOaNN! \\' f i 2 MLN i IM scNED1N i i -'•T MCA. INAUON RE$unm Mtn» ( f SPAN (FL) TUBE MULLXlA i 1'`•N I 1 ' � toNcsrE .Nc a,a L. d dt}y,�p 3• a Ile` �CNEkasNrfE�,- y■}Rr'rs L C- t 1 ■ Yr�a. M,w6 3 4'-6• TO 5-s' 2 4 . ,Ia' - 'M 2 6 1/E•.a��4J' e y10EN:'•.✓�s aPRrsa,E AILAhNAi 1,` / > 5'-8' To w-to• A t , i- m 1cm aA .. A , . I a p ~ aN 41.2T5 aAN) "��,•�. ' Pall . J 15'�IO. 7D a' -a' 2 . 6^ t ,/8- ND. 441 V7 * • SPANS FOR AS O OESION PRESSIME EtAT1NG ' * "� S To FLORIDA BUILDING CODE h Yatoci Nurr(cone Zone) TD :�$ LF „F. -r2 F...f ^ AMNIWN/ ION,S}U,Ly BE OPoEN,EO T '. ngON tA16W, pvc -.. 1A 20 GAGE GALVANIZED STEEL STORM PANEL 9xAw w 1 PNaAL EL O" m iE16M `.fit'•. F10RlOa,. SECTION ��� SGME 3/8-1' F 4y, �s••'"•' \ ! /n/nn c C GLOBAL PROTECTION PRODUCTS4 I.I.C. 07 .. -._.'- �� ■P Y O IMe. avE ,6m 67 3iPFEt MOTE: WLLwN CAN ALSO at aLSTALIE$ wfo Poem PANELS ON TOP K, T l RLA T[YML6 k I Oa�V nA1C, a a73,4 OR KI,'TDN SO TLNLr rt & lOOAtED AT T$P pt 80rTOLt OL' OPEMMG. l +!eN.ErRaW. 3R■ PHaNE i•%+)6a n". FAt4 ia.)M■-e7N7 2D-iTNi tOfE PANEL OPENPL$ W! TUBE 7OP a aOTTOIf) ! i w:."iianb`i`eu Om to -I- LNfwG A,a' ..N.r. -1.N sA-ossArls P>.+N PL IGIJSNNAtIRE/OA1L eNTTA A TAllf AL.. Pd m IT-,N r own 7 OF W 1) INSIALLATION DETAILS FOR REGULAR EXISTIN9 WOOD STRUCTURES PANELSt) do dh INIQ V /.,aw'�iIisr,I. It1_ANPAiieEa•M arRWeLtraNu+rW . !m A.a MARKr -. _ U. ainfN1R-mINW,+� _ P asaAsAw . .i a�,L1�raY�pfR••"Lw�AWMPtc�,OalLNo NnW. - j{) t Lt' .'..., w)ptwT ,M/N16mMw. Anw�YLrLfl pFtAaWttaN 11 :jj W,WMAOPYL[,IO tlM®laFace.iNrw. cE3i TwwYrk,sW INLpanrI -...__. ...� ..- ;'51P,� ._-a j1,, 1Pr-VAM. �rN. 4•-_ "�.. •O,l'ixtL/et / Not— ,-NARK,> WWLPWNNA,OL-rmEW. �a, 1 i1!{ r, Wb' yi:.. E` � -' -1 yF, i wW,.xR■I a,IRte+ 14'j .,1 om, . i IT I ff 4 sPa I •Ia ,/r 6a i i 1 t�� cy� �Nyp j _ Lt.t qM•R� or*, ` *1y 1 �, 1 T 1 i- 1 IT,, E° + f ,no N ! I °°L q f{ 11 � Nw P. mww,M 1 :•_ A q w�.■L 4 ,�, Ass ' PN eoNAAX w Gras ' W am i 1 I I i W i La, q TION AL��� i I _ SD1lE: r/a' ,- ! rr• Haw - ; t DWALLATION _ ALTERNATIVE It •raAmn ^r NA x0m, NlaNmw NAtt r im s m _ v SCAM Ile . i- SEILilia A_f1m mommm WALL a FLOOR MQUINIM W 11OLNTINC - ALTERNAIM AW INSTALLAIXINS - ALTERNATWE SW (SECTION At TOP IS LIMITED TO +354-87.0 MAX. SCALE: Ile- 1' INSTALLATION - ALiEltNAT1YE 7ilY A.S.D. DESIGN PRESSURE RATING) 9CAli: Ile. 1' SCALE Ile . i- .Yi1 w,Ar •�1 J •a�pb a f hY ,r�McswKs ..s NN tlNu uwaN ata __..-. NOTES T AA1if"iNINNIfIyF a: TI�tJT �Y F'I.00R 11OUli71NG .J3S'T�-LATION SECTION An $CALL Ile - i- I. INSTALLATIONS ARE ONLY YALJO FOR BUILDINGS WITH A.S.D. OE59GH LOADS ao�p}���R •'• up TO 455.5, -72.0 p.s.f. AND PANEL'S LENGTH, UP TO 8'-B' $LINT. ENs FLORIDA BUNDiNG CODE N(h Velocity NurfTOone Zom) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ow °yam°' °C Fs•. PINE NO. 2. W/ SPECTFL 7 DENSITY OF 0.55 OR EQUAL 3 No..4167 20 GAGE GALVANIZED STEEL STORM PANEL ORION W. a(gIE DDMBNNAtioN OF SECT DN<_; __ * ; ( _ : n'. $T OF — - r,�i GLOBAL PROTECTION PRODUCTS, LLC. °Tne/mz° - mow' f ITLTE O E N � MOO m.w, a, 'sivw TOP & BOTTOM MOUNTINGS CAN BE F P : ` QF`•• Ri0 , y'?>°'�•a1 41, Twr�>i a aaN' '-cawAFrr ' IL ETA 20-178 >e1a w. !r ■A n�,IP Inmw, n mL■ WON[: (OJ*)LW-7Its. fAx: NBLjOp►-OFT COMBINED IN ANY WAY TO SUIT ANY ti,A $1• •k'F;� / N IS 'AL w":• Iwq ,sue F.r-,N, WlN4FLS ats: INSTALLATION. ,MMfN s T /°•'m OA-aD0/7w AN 0qN r WI110 A "in A., P.E. p2t- 1/Ii11N T 'Alit W fP M MAXIMUM A.LD. DESIGN PRESSURE RONG (D.a.f.) ANR CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE N" ONLY FOR PAIELis b A,eQ MESTAI.,ATIafS AS PER SECTIONS 1 nou in. am swm 4_ a • at ,AWNUM ASO W. LF9) [>ut n. ) "r'iuo Or- PANEL ca+NRaLL 'a° F a RUDE .5" -72A r_v ON LESS 2 ,/4' 1 t*OMWD , MRU a A 7 •36S -72.0 7 -5 TO W`8• Ma.. 3 Sle I THIN,,S A 7 .5". -72.0 w-r TO „ 2' M.A. 2 In. 1tommoma, • O AT O �N A .43A. -4&0 $2'-e OR LESS q 3 1/2• NOT p�M a. e e IO • SUM W/ 1/,•.-W31I' S3. MS IN EwKNA N OYOaM a WLD06W Or PANEL (uAM ONLY FOR PANETS(Oh, 8A)NMALLATMF6 AS PER SECTIONS 1 TIM 7. ON SWEETS 4 A 61 UktI" As.a. DESIGN PNFmm AATMC (Pt' l.) MANOR BALM OM sivico € IN So... 3 I jr - '' 1*15 4 SEC o / A :. LAm. PANEL A:Co LaRWFI OF THEM IAPCom CF TAP-adP CALK-w PAkaawmi iE1Wf N /NNEiWi Albs in CONOfET[ C 1E Ta COiC6ER WLa1OKlE TD COMt'RE1E COaLLa1LH 10 CAI+CRE,E ro iDRO'EE ! SLOW r k!A MIUOCX A M/A 6' NJA d' N/A d' NfA (TOP) 3 0' 5- N/A LL N/A MIA N/A �N/A 6• NJA 6- NIA 6' NIA _y 2 Twit v N/A NJA N/A r N/A s' kJA Y NIA 3 1i3R0Ml 4 +38a. -71D r WA N/A W. 6- WA r ! NIA 6• N/A 3 A 4 (TOP) 7'-6. OR tEsS OR LESS e S. N/A NIA 6• w r 6' S' r 1 (w mm) I N/A N/A 6• N/A r NJA 6• N/A 7 (TOP) kIA k/A r a• 6' e' a' a' a e Y (OG,TO■) ` w/A 1 NJA ,2 1/2• a ,jt' ,I 4/2' 6 1/.' 8 i/, ! 6 ,J.' A ,It• 6 5/a• 5 cr) !FL swan TO At It FOR ARCHON IYPE A SPACPE ION OXMLAWN3 W O WOOD MARE *MDNM ERNRR.AI ANCHOR SPACINGS AM LW MM ONE DiSMAIM ARE OWW O ON DO SOIMU. MR E D. UBS THAN ■0N'knb ON SCATIOW. REDUCE AMM ON RNCSO BY MULI PLYNO mFACI G SLGLM ON SC40JUL W THE F%L.WAIN' FROM TOR The OPERATION TO K P059KE REDUCED SPAC04 OVUO O 4W4 FACTOR VIAL NOT K LASS TMN 11NNUW SPAMIO pIDMIM FOR EACH Atg OA TYPE AT ANtleft Lt" 4Tot f!`'d _ _..t (1•. 1/4Y 1/4. Itwwmik v,. t/4Y - TARDL tP AP-LI4R aUt-N NOIG-!J M, ow00 vmn I*) J b ] S fen ] •`e■LoetAAn ,IM•-N+t (tiY � a s J � s 1n P9.TR,., pMw RWi CIO J 3 ] ,n 3 to ^ 4 3 i jz mw Ea. i $ PIi618R v4,"tD . 4 std LONG alum & S r" W/ INSTALLAT198 DEAAI S FOR REGULAR PANELS CI de C1� '/' 2"€' 6 '/t °`' FOR PANEL LOWC 6 IMP 10 6'-6' AM 6 1f4. O.C. FOR UEAGR* UP 10 a -a• N••- ON #, -,a INTO EXISTING �yO�O SjRU�juRES PAN LPUE FEW" 0 OP PA4[LI4m PUS a r2 1/Y a C. Let , i/2• MYr. THREADED _ PDdTnaON TO MaADER FOR ALL LOWTS UP E-r NW, u,a 9OERB • N - • NL. P iv'iia,w.°o'31"AOfpNmDTA. _ I,Ij 1 F 1 t ? 4 -,• Ian.- I� Val r EO { - ' 1 , 1 I 1 3 R i saw Po,a. ams® 3 N9w B.,aA I; � i AyaR■ee i t II ALTERNAME 1W ALTER ( i SCALE 3/8-1• SCALE 3/8-1^ sEE SCfETMAE SNN e I` I mow 1 � MI - TCR NM. SEW'A11kx1 1 Y.mrsp• A IO DLASs. e ' I �, � sE�RAsnNI j To 014" j j i� W�Ryq♦ 3 L t{ Ea + EG , I EQi .t i i i I 1 ' EEODI aM f EO EOF .-. .. I FDL " r 1/.2 1 ~Nam - � _.. _ + ea,- - � -J 7aP•',-� { hAT IlWaea I/A" LD. a 5/9' 1DN0 BRASS OLiMOO - I W/ ,/t•R-2A2' S.s. W3, 0 6 1/.. cc , .Y.. r ,V rAYa]/11' :I � � . ` 1( ;I FOR PANEL LEHDFL S U+ To 5'-r Net a- 1_ I I/4• at FOR LHR0116 UP TO V-R• Ma,. OR ii -,0 MMwELYATE FENNL 0 DD �j PIAEution PLUS To 12 ,/2. 0. C. Mik , ' _ ,/4Y 1,4 sOtlK a r OG W , 1/r A. 1nrArcn M ALTERNATIVE 3W ALTERNATIVE 4W ,/2' RNA T KAM PENETRATION AT MDWOTM Or OWN* WOW PLATE FOR "; 2.x'REQV� i a NDwO or 1 m SCALE 3/8-1- SEAL 3/6.1• ALL tfNCTMm UP TD r-r kh. NU IL DIRECT MO IV JjUfLD-CWL COND AHYEONS NOTE SHILIFTIJL TRAOM NOT SHOWN FOR CLARITY `IVilc SCALE 3A/CBI-fit- SCANS 3/E-1- 1E 4~LIp, TIf ""� I, msmiATi0N5 ARE ONLY VALID FOR BUILDINGS WITH A -to DESIGN LOADS �4 1 '''•• ✓� JC£Ns'F ••''• FLORIDA BUNGING CODE (High Velocity Nurrieena tone) UP TO +55.5, -72.o PSI, AND PANEL'S LENGTH UP TO 8`-8°`-� 2. FOR NEW WOOD FRAME CONSTRLICRON: WOOD MEMBERS TO BE SOUTHERN *mnum wc. r+. PINE NO, 2, W/ SPECIFIC DENSITY OF DM OR EQUAL. 20 GAGE GALVANIZED STEEL STORM PANEL DRAW MY. NaT FOR cOMBiNAT,a, DF (y * : St 4F `' �i ' ' / f i. II-P iR O E Nc. GLOBAL PRDTECiim PROQUCTSF LLC. • FL R10� '[•,.n.... .w TUN. 61 Slam VNMv FL U314 TOP &BOTTOM MDUNT,NOS CAN BEd�F COMBINED 1N ANY WAY TO SUIT ANY #'s+y,FiS3'I a CE• I Y ,:w „P. pew_-'�'FLpW�WMam Ba,■NONE, rorM: Na*Mw-Fmta, p6t)b,M-6nr 20-i 78 INSTALLATION. fNN1 „tM L SGLJwWAL7IAElMR FMa00a7ff PALTER AFLANLA mw " P.E. A5• N IINNLet". NN IY ,T-Tu R aArN■+a We ABET n ar K III i4-, RLUS D PANEtIMTE I= I LXMTMG WOOD HEADER WSULUT1010 ski: •. :. _►_ _ •. s - li /14-i0 PALft,.MA1E PLI1S I> /I14-I$ PAwEUMTE RLUS .,. ,;,. _ii 6 , <• o.c w/ 1 �/a' � ". ' � - - -i 6 rIa• D.D. W/ , 718- // EKIST NC w0P0FN0i MfRAAT IWAE)USTING WDLQ HEADER t ro RE:oUIRL1S I { j] d. {{ nIN i ". cwN amIN - I!,L UT STGw2A IMAGER':FIORD Ll 1/AD.e MEAGERREDU,RE6: f . 4 f!r os. 2• / ,p• Rae.HOOD Dan ( REQUIRED_ .. � E....._-•. E.._ I Ill M -L' SFL sCeTUtE ON AkT BCe.D1A1 ON j sA oN P.-Er. slw d sw LTA SEPaKA 0R V 98 SEPA 1 fiR W. SEPARATION .-W, 1 TO NI84 TD ouds. ) To MWI. PANEL 1FNGTN MOD. PANEL LENGTH - I � Ma PANEL LENCTr 4 114Y-2Wt/• S3 it Mx w/ TH'T' • �1'FINtA1rP � - _... ..... (SEE NOTE ,) 1/AY-3Oft1. 8S � Ms wf TIa'r : i 3/33 WMa NUM � •.. (SFF NOTE 1) � - ...-.. ._ , 1/a'a-fin• &S f �!>Y irwtG�ArfL ' (SEE NOTE 1) ) M E i + I • kYFAx LMRM j , A 00, 9LOLAP I � 'l`7t7M'_ . we MAX s or r q.' I `/]s' •- LWAF snN .! .. r6Yf32A s is ,/s oc �I r Lie • �a ... ,wy - _.. 1A .. 1 1 EQ _ 3. -. ! E10 .__,�_I - " I - IAS SORE" r-•q " O.C. W/ 2' 2•.4- WOOD PATE RECURRED -. _ - •. (,t-t0 PANE1WTi PLMS ...3 8 / a' DPEi[tWRAI1EIN'♦e• 2 +t WOOD_PhATE REQUIRED s _ _ ) .. e. 1 rt^ Woon PLATE �t. REQUIRED __.. .. _. MN. THREADED PENETIMILTION MOVROTH aF AKATY WD WIDTH OF MATE , 1/4Y LAG SCRM a -r Q.C. SIAOW" el AT MMWWM OF PLATE ALTERNATIVE SCALE 3/8-1' DIRECT MOUNT INSTALLATION DIRECT MOUNT ALLATION SCALE 3/e-1- SCALE 3/8-1• tlDIE3: I. INSTALLATIONS FOR ALTERNATIVES 8W, 9W & TOW ONLY YALtD FOR BUILDINGS WREN A-S.D. DESIGN LOADS UP TO +43.8, -4&0 P.S.I. AND PANEL'S LENGTH UP TO 12'-e & FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE TIM 2. W/ SPECIFIC DENSITY Or 0.55 OR EQUAL. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN. ANY WAY TO SUIT ANY INSTALLATION. �e C_ to RS N C.� N N 5_ O O C CU -0 0- .CD U C =3 (� 0 2 O 0 = O I.•_ CO p y— m — Z3 E O CD s co ��--�' Q' d c a So mi d C DONNE N mm E'ONWM Alm FOR CONCRETE MICRONS. SEE SMEDLIE ON SHEET ta; ALTERNATE (uE a Von,,°4)� :: (�E SHE,, °N,) r_ roA "°°° snEF ` mE"." °" SET, 's i, 2 & Tw/15 j }- 1 8 A`Ln Lnoa INSTALLATION QUAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM . J / r MIT., S -,A7 END PANEL POURED CONCRETE t a/4 2A/4 3/4 4 4 1, 2 * 1w 1s INTO i)�lC� _LIRA - (. �r wn. ;E STUDS 0 EVER,' V ' LAD sCREMa s r a. ata 11` .560' .- _._ 1"-@ 112- -....-._.... r2 / OVERLAP SO 'ttOLO 0. C') q ! +III ; t°'bam,INc WORD ,EApER w! III 33 TO iS. WOOD STR GTU It T I POURED EDNEAE,E i 1 ) t i I 7P q_T s/r M� (CASE I) I _ 1 - - - -- �}• - ' II g i 3 tAln. (LASE A} j OVERLAP i n I 1 E `" - 1 I �.•_j ~•sett aM f I-1`E °"" t1 I k !(ia'LT PANEL i ' om ftdQ ona EDO - FOR FOR rwn. SEPAAATIOR i i - - j i 3 R_ I i"•o ds"wa ° i to aAs i �q e i �- j I 1 I I i I r q I 0 E I 1 a r n i.� i � i II 1 ,• (NTs) �_oom STUD a 12 ,r�TOc, sTG • 12 I O.C, r j i i j T j (,1J I I'I i j T , I SEE SEE I NOTERIOR PANEL END PANEL .. t t/4 , , INTER,OR PANEL END PANEL I i i . ED ,roar tMUFtR; _ ,Aar Nrl3WE IE, ! III T11 ' 'scLEWLE 01 - SC'•EDULE /I � 1.�SEE , ''� � Now •Nuorx� O/E' Alin. (CASE ) 4 q " _ 1 -I _ 1 1. _ J- NP Mm. me Ma,. �--5• -.• A aE B — S02 FOR m#2 FOR 7C�pk �/j'�j ,: I t16' WIT - .. i i0 v! LT , 2' 0.0 jSEF Qf 2j�t{� W SPECDNa115 - , _ j i ... _ -_ . �. i j �_ _ .� i _ �_. �d ANCHOR "CHILD ® I fILO'JR[b ( -. .-... _ .., ,.... - 5--- FOR %2 ANCHOR ImEE GEM. /,.y 1. ro a �7 1/2. O.O. DR DIRECT MOUNT TEAL 3 ! ttt T mPACRaD °" SPACINGu+ 1 I MCA. - 1 i SPACING W. ,^-3• Wn-_..` - Ai w@OO .FADER DETAIL 1 ; WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 N AFYr/a�1G EAR - REMAINED romAs ,/l4 -jam' . {KTaw11r1C LDOi10R' SCALE 3/16- - 1- SCY.E: 3/ir . I• j gi,p ND SP4NDING .aF wPD w E CL A S.D. DES s eT ANTES IT VE 1 �TERNATIVE 2 De ! I i I i N aG FW[E15) R IN s f) A CORRE 1 i 1 ► I i acMs Ir+aMAXIMUM DESIGNMAXIMLM GI'�PRESs`I i Pou � c�W 1 3 I 2n4) wr y,+EEVMns _CGRRESPONDING MAXIMUM ANCHORSPACINGSCHEDULE MAXIMUM PANEL LENGTH "L" SCHEDUKock LE i'Nlmli ts�i) tD • +2 ,n^ $c FOR REQUIREDf { { /4, 2/4, ZA/4, 3/4 OR 4 4 1. 2 A 1W 15 1• Z � Iw 15 iHST 1 t eT S INTO CONCRETE A CO BLOCK F f ! / _!gN• l�SFIFSTCABLE I� RUCTURES SY?TEL ON .A,rET 13 . �jj / WNRAA, "A xWWI M.• a.0 LANAI i __ $ i 1 ! ALTERNATE LOPE SAFE /2' • PWs7WTNo t a (i s TNa a' F- ON Now 1. FOR i ._.. k AREA M°NO LIFE SAFETY %GHEE, .. LSA" PANEL LEE (SEC NOTE iRELEN� NAa UV k&A SF w-Mm LYAA-■ PAKLLIA1i fEYNt 0 PANIun:[ .US APPXA&L TO ffCTMf3 A YAsalw PANEL �' EQE.. L . Cb1KRETE rNCwoRs r,_,r, ..-'.; is wREOULARUELSwRS OR L•• {LO's'] ' -� a LAST PANFt TD BE x¢TNLED Ai PRCSAaE TOcomcam R ff C�FRF yYl ) `dJA. Ma P-L' Y Jlr• ulacmD to CL.KS +.-. EQ j (SEE SCNEOLsi' ill SAFM 5(��}RM - - LEAIOT+ 4• (R a IE I ' .� /•, _ q�L 1` w'et pR@y,pIDPNA. DPCR �EmIEAl 7MTMn .wf • DiACN BLOCLt LlOC1t a3OCR atOELL M-"N ANCHOR s"0" END LNOIW EDGE WW" ARE R0wo ON ,1a6 3pIO IA1, FOR ,, K' I Y [ m $ ro OPTION { 3 EwO� SEfE'1 u) POURED EnFCREFL'-` (M. 7 i0 F'ACI.rtATE iNSTAUAFON K RREROCD 8 N/A N!A N/A 6 N/A 8 NJA B NIA 1 8 2 EO� Cam. ,IEpm4E'D y TO 8E MAATE E OR aTCAaEe FP'$II IN1TSE - ((�) E.D. LESS THAN M:AlEO OR sOm mu IEDLLCE ANO10R SPAc" Br MULTIA"Two %%Ad I I EQ} O £Q A's 55.@. -72.0 B^ 7' 9' 9' 4' a• 9' 9' 9- a^ 1 (BOTTOM) V-0. OR LESS SHOWN ON SCEDLU IN M FOU.OWMa FAC'MMs FOR Tub OPDEM,ON TO K POSML CONCRETE AML"Lr0MMLU Owl - ' �,L OF STRUCTURL AMU= VACM OBTAINED U04 FACTOR SNARL NOT K LESS nWl MTWUft WAACN° � .. , � , "�" {mfL small '.) .�vE,D ELEVATIVN 6' N/A N/A N/A 8' N/A 6• N/A 8' N/A L Ie 2 (TOP) NGEAIED FOR EACH M40M TIT•€ At ANCHORS ILMO I ) fAmRMW tRISIX WALL MOUNTING INSTALLATION W/tL_ {jAR MOUNTING INST/U!!TION scuE 3/3r-t 4s5.@ _72.0e: 5. 9 e 9, 7 I/2' B: 9' 9; B• 1 (BOTTOM) s'-o ro r a' iso TYPE _ LIt'.. err'+ ..T'NaeoA. - "N_ _.__ _; n F RF> D ^^� 1� i IaR T 1. i R 8 N A NIA NIA S N A 6 N!A 6 I N/A ,@ a (TOP) yA +NaNOR W,.M" All ' SECTION - srxE 3/a' . + SEC710N 2 SCALE: 3!a' < , I.- M® nAP ® Vr uP y 17 +SILO -7x.0 ! ! r-6^ To a -e' CAP] ] 3 3 21n NOTES ON IJFE T Srmu PBN;j, c,cTFL--"ATt�({_; i 9- 4' 9• 8^ 9' S' 6- 8' 8' 8• 1 (BUTTON) •woDRAWN of ] J ] ] J \y,,.,. t. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) "Low s■■IaI as as - 3 -- ] 3 ,'_j3_ 3 In t,8, cam. ALTERNATIVE 3 ALTERNATIVE 4 U W OROR AS AN INTERIOR PANEL. (ANY PAtff1 LOCATION M BETWEEN END PANELS). 1 B WW NfERIDn PAW38 8 EAiTEWL.Te LocLTOR .g., n J2• • � � OK� (� 4 -' p02v X/. utc satm w r 0. w! 1 In, — SAFETYAN I PANELS MAY OR MAY NOT BE CATIONINSTAULDIN ADJACENT N REGULAR PANELS SEE ROTE r3 AF u0 AaNOS. ,$(,',yEF21,JF. J 2 : EWf FL,?nsL ,AOUNT (bNOLTR»G At BOTTOM-J6-_,E -3_s , ,n. .LaTI _ _ _ WIT. EwREAOm F'DEMTGN6A''^^],n v,,/41 -2Wr :: LL3,. w d• 0RAD FRAME CON i N & NCHOR LOCATION(Wj OR W/O RECA,UR TRACRS.) SEE wDE ,) ._ _.. ..._w _.. ) - N'#-2&a• Law M 0 eteNnc w/ cT.r irsCIO W 6p tsFU€ a 6» W Fwel nr ET N.AD DEE f (s6o • r ■R nmNl a aF Nc E) APPLICABLE TD ALTERN TIME WOO D TIO S A1- UFE SAFET' STORE PANEL CONSISTS OF MOW ONVANiZED STEEL STORM PANEL AS SECTION O-O �. T - - SECTIONS / tr EENGTUM PANE,, p -_ -;� w s3 _.._. ,J,'t-sa PPLUS 0 I FEMALE IO DLLPER SAMPONEMf ' . SHEET 2 DF DRAWING, SCALE 3/32•-1' NR6SUft tO OF Tffi LENGTH 1• (F,.) 4NHNL T'TU'NA• 3 t - 1 w _ _ w _ T PANELmD F Arroom N M WEASL/ a+c wbpD - L' m THIS PANEL ALLEGED, ITSELF TO 8E REMOVED OR INSTALLED FROM THE AfSIDE (%' CFO .Ar.! �,;�P ".J PLANE NOTE ,MUTTER tAACLb NOT v+LA161 FDA CLNTTT STRUCTURE. 1fALMUNt +a9.2 -81.3 g• g^ 4 t/a' , , 2' 2 (80TT01A) 7 6. OR LEca 4+ •,••,• •••,••-✓ 1NN/■nN3N ,I CENS WALL MOUNTING INSTALL / TION a 11t s. LIFE SAFESY P REO(nRES TOP TRACK TO � COMPpNEMme BOTTOM rRACR i0 o`N a, TIA.aJ +sae -56.@ 3' 3- a• ,• a (BOTTOM) 7 6' OR LESS '•• ICS�.. �,{'��•a LJr✓ � W As PER SHEET 2 OF THRS DRANTNG. 1a`.`fGK,,.........,✓ - -N ALTERNATIVE 1 W �V COMMNEEMOOF1®T v BE TFs'LALLEO wal OR ELDER MWfRED FOtLOWNG SECTIONS , A SI�V: £NSA 'Q SOUL +55-0 -72,0 2 ,/a' 2 Tj2' +° 3 ,/3' 2 (BOl40M) 7'-()- OR LESS NG. 44167 `? --L- 1• ZTr; ;y�GENS;'' 2 OIL ifit5 SHEET, AS V1E11 AS DETAILS , A 2 ON SHEET 14, '_' .' \G lC •'•., 2 1 I (BaTrLA.L) 7' V TO a'-V *Zone)- _SS.D -7a.D fa^ 2 112' N/A N!A FLORIDA BUILDING CODE h Velocity Hurricane T FLORIDABUILDING CODE(High YWIOON Hu Come Zone FLORIDAFBUILDING CODE (High Ya1ocN Hu Dan* Zone)) i. N^a. LENGTH FOR COMPONENT R IS^. - +:55.0 -72.@ N/A N/A S. 3' 2 (BOTTOM) T'=8' TO 8'-8' L P2D20 Tft1ECO. .C. MY «_ : N2DSO ,A1ECD. "C. Fs. Q Max. ANCHOR SPACING FOR COMPONENT 4DANCHORAOE AT 80T(011 IS GIVEN ON z NO• �'k - WN20 tR1Een, dlc. 2Q �E GALVANIZED STEEL STORM PANEL FR �+� FGOR10�:: ' 20 GAGE GALVANIZED STEEL STORM PANEL a �..: .* : •� - 20 DACE GALVANIZED STEEL STORM PANEL pug, Rr SCHEDULES t t 2. SHEET ,a. = * DAwRI ar: . O >� _ s - - COMPONENT ®MAY BE PERMANENT OR REMOVABLE S , - ••T EOF--`AEA Z .qq OR.12C -g �w�■� / PROTECTION PRODUCTSL LLC. Q7 u Ems° y n _ - f a o L R1 - - DATE 5. SEE TSEtAAS FOR INSTALLATION ,ALTO WOOD tRAME BSa10MG5 oN SHEET ,5. :5'•'• MAIL GAr O iMc _ m/M�30 ,. IN3TN,ATOMS AM QRLY WAN FOR NALDNDS+nM A5.@. DF5ICR LOADb UP rD .s (H OB11L PROTECTION PRODUCTS, TLC. 453.5. -72.0 PO AND, PNEEA'S LENGTH UP ro W-r �. ' • F 0� < GLOBAL PROTECTION PRODUCTS U.C. 6T/A j NAM IL ECOEFE�.,.a.�'•.....r 1�� LTE O 'y aF ••. •• i \ +AK, $11" 51 SWEET LaNA'Lyv AMC,4w A.W. s, STREET 2 FOR rlw WOOD FAMIE COAKTAI)eT,Oie wa@o MEuwRS ,O K souTMERL+ ; FS ' ((, - r ^� +aao xW. 6, s+REET Z E •N !F. K a MA wLmLL NFaW n N,M WMEE (6N}YF761b, fAk EfC+NM-R7A7 6 SEE SHEET 4 FOR DETNL APPLICABLE TO THE IECESS±iY FOR THE 7?<YN OF -t F' FE s_ RAE No. 2. w/ SPECRC OEN3F'TL' OF O.•� aY EOW4 A4 + we r wLSIw rR Ia - A T Af - IYl1E, R SlTE4 a coASARF awc a Z,. 20-176 A tR $ • • 11 w ETLaNEESWNO COMAANr awE. ML svU 20-176 S UP! a` f L.F L JN ■. t.■R ..m L n n Mc (ss+Ter-734a. FNi p5.Nw/-6»a 20-1 TB / NN JY s Y a w■Mw WRLwR n m■ PnaNi: tss.lw 7sta nu; (AS.NWP e»F N M SPACERS AT TRACKS MIS'TALlEO ADJACENT AND BEYOND 70 STUCCO D BANDS. DAM, 1 t +*-.. Lm) FIT-,L■ F« (mO W,_., 1 Enra TaaN mA- ti lLN ",-+,a, ,TUN M1LW IMLMLw; SE1LL/3,WNi,,IwJ'DAt[ tR1■t■ 4,r NA a♦,s O`WRO ,u {A-AOMN16 w. — ,q 4wr MMMIG Art OA-As, 0 9 _ MNwLO Rn wNTTA A T[L)TTfM!� P.E SEALrSIOLMNIRrWOE wkTW A Ta1FT Y. RE .•.a A PE S1arSMeM,U,O'IM,E �'• : LTo FF,_,u Far (LP' m-aan - �� y M • , M - - Wm N a 2A IMLtEP A illlfl `..'P.E "� ILr[TI] W 31 , T . _ OEST TI N SHEET NO. IS 1.1 I I I II I R •y 71.JI"'A71Fr."!Ra'1p111 ... _.... _... ._.. _ _. _. ANCHOR5 (SEE SECTIONS ON SHEETS 17. 18, 19 a 20)---.__.. '3' MAX: SA/17, 4A/17. SA/ts. 31/17, 69/17, 31/19, 3' MAI. smwpgA 7100/111T ! 60111/20 aM/m 7•N/19 a OW/20 I' MIN. ' �O _. O O 0 O O i ( , I (D bR0 «4AAAA sY6Rr Perri i iJ y (' Ii PRO'. LIFE sAi~r pM P.W, „s,pT �!/4W.Ze, SS. DENS „ , , - "ANLM.G. M10.1S •• A 3/3i _ ._ i F "A i eft" w *men AT 'i (SEE SCHEDULE) ( ,r t f� >a)itOtCi43 Ate§{' 4--•---, -_.-- =C!-`-4XI1 }n 6 C�GA„We . LPi SMf1Y �.t I , I Fv"a eanor wAWRs ' )CJ "' •` Yeti MR A EST a NSA AHIL- `•�- :' 3A/17, 4A/T7, •4/+0. A07. Will. 56JIa 1' INN, MWilh TAW/19 R WYI20 Nw/t9. 7w/Is a 1Bw/2D 1• WIN.. -_......ANCHORS (SEE SECTIONS ON SHEETS 17, 10. 19 a 20) - _ QFTIQN U FOR LIFE SAFETY STORM RA iELa ELEVATION SOLLE 3/1a•-i' I/.• rA. COP ..>✓°P� Isle• � _ T R,K ,MA{M_-, MIDC YWEe) l'�� �y \I P,vIFi ESE SECTION A -A srALE 3/it•-+• MAXIMUM A.SA. Mo.. PANEL LENGTH MINIMUM SEPARATION I PANEL DESIGN PRESSUR£ l RATING (p.s.fJ (SEE SECTION$) SECTIONS) TO GLASS CONDITION +55.0, -72.0 g'-6" 2 3/4- UNBOLTED Li 10000 HEADER REOWRED //sv rAPCON r r -l3/t 1/2' MM. iHRE WQ EN[IRATkifl AwoolN;I,pER .. J II1INSTALLATiON DERAILS EQR QP110N #2 FOR JJFE SAMY -9TQRM PANEL SYSTEM 1199 EXLUNG WOOD MUCTURES I l `Y= HEADER - h WOgp IiFADER *rwww - TEDURED - I = a' T 11 a APbG/ Y e' a.C. , 4'P T / AKO,1 a a' 4.C. r ^ - /, rf1• uM. 114KA9F0 !7 W/1 t/2' MIN. TREADED PENflRAl1aN Al WaW E ' I PENF,MTXM AT WOW f, E I` HEADER r � T t/2 a , r BUILDING CODE I E OC, THREADED WORD E Fri] i l rti S(4WAP9x Ty i } EXSTIFIG TO OVA6F i E%I371l1G "R'ip ' I 1' IAr. GLASS Y- Im iOfgRt I 'Y• Mr GRASS _-j- i>AE WSRTA61 PANEL LENGTH S aN 9HKFT In Yav j PANEL LENGTH oN 0R" Is) NETE 1 9 (SL 9ELW1 SEE 1401L I NT0.0W n Area. LLNG PANEL LENGTH r -#- IDaSTMX: L F w aIAl6 > _ Out More 1 9FLaw) (sel NmE , KLaw) i -wfil) i I/� r2OAi' ). R11 .Onto} SS - 7/a•4 • 3I72• '+•�' 7/6"4 • 3�2' M I , N f ,RIG NU, , UNTO NN T. MON0 TAPC1 lI {{ PENETRATION AT :MIUI1a1H OF PLATE, _t { I }_ } 4 HINT. r i cow ¢O � i H i 7 W WING TAR _ { 1/4'a-2aA3/4'SS M.S. w/ E0. 17(6v % 3/12 WANC NUT 7ja'9 . 3/32• WIMP. 1 fi--wASInE71 O 12 1/2` O.0 1 7%9•w%3/J2 wNa IA,fN +' WASHER a 12 1/2' 0-r- MUt MASER (Brymm) ! � WASHER (KYONVO iii - I,t 1/4'A TMCaM O 6' 0.C. _ 1r'4'1 TAPCON i 3' a.C. 1/1•t TMCWi O.GO:l1 I//2' LNH, THRiJ1$D _..-_Z9TAaaERFD W/ SAD) _ Li _ iSTA�E!>ED W/ STUD) '� IE,EIW,TIOM AT MIDw1O1H T' MN. THREADED W , , • MM. IIRFAGED Or ,...ti T :., _ !2 PLATE , .... _. PER.ErRATKX/ A PWOWIDTM � # PLATE i . PENETRATION Ar MX7MIRi1 � •PLATE �r2 4' WOW RATE _ REQURKD AY100 Pelt YN' HN7W PLATEEA6&m IN R IIIAt RYAtIVE 711W ALTERNATiYF $8W SCALE 3/6'-," Ni! CAFE SAFE Y PANEL O LIRE SAFETY PANEL nH SCA E 3/a•.I ` SCALE 3/6'-1` WALT 3/8'.1' �pp.Tttl/T� emss ' tvENS�c ` •. +. I SMLU TONS ARE ONLY VALID FOR BUILDINGS WITH,ASD. DESIGN LOWS FLORIDA BUILDING CODE (High Velocity Nurr(can UP TO +S54,, -72.0 PSi AID PANEL'S LENGTH UP TO Si 2. FOR NEW WOW FRAME COWMJCTXW, WOOD OEMKAS TO BE SOUTHERN ¢ NO, 41167 .,s mam. ANc 20 GAGE GALVANIZED STEEL STORM PANEL OR PONT 40. 2. W/ SPECOX OEnSITT O 0.55 OR EQUAL of/ / Ism it w ,. \1GLOBAL PROTECTION PRODUCTS, LLC. COMMMENTS FQR SE IES 2000- & I Q_OO_ E-c NAtgSTORM PANELS (SCALE 1/2-1") .2521- - t5.T96' (TOTAL WIDTH)- - .. _ _ -. _-. .. -. 1.150' 12.5W' (EFFEcwt WaTN) r rra jj{`/j i .._1.3A•,... I _. 4 - HOTS' I 075- 2.Saa' � Typ_ (� 7101. cow MM. THICK HEMMED .• '�- 3.5W' I { 2244' j _ 857' 2 2�• cA.vAMZ® STEEL - EDCL 9" 1 ii UT 1 f 2 244' 2.000' A- R- TYP. 2 "/, ASTM MINAA_3 1 . T ' HEMLEd DEYAR. y 7 CRAG- 5O AMWUM G-an GKv. AIL A 4a.e• r 4 s STORM PANEL REVERSED "h" TRACK 'Q REVERSED "u" IRA M_ NEi 5 END IN' W/ MPF31MEa EDGE, Las' 125• 15911AETj3IC VIEW DETAIL A :oao' i ; 2,000'jl ROUNDED CORNER ENDS OF PANEL'S -. 125` yam• I ( jj END UP W/ HEMMED EDGE. (N.T.S) - iSa` a •!" TRACKPAtIlEQ ?"mo(mx } .iU1t-c 1 4 Ma(7E 125• WGI-TB Awn. ALLOY f pp i II I� ry 750, D65` (T3^P.) '�►CEN.(W.'•1.7 • I I NO.44167 __, I ----------- 1-- It : : ? FLORIDA BUILDING CODE NH h Yeloeit Hurricane Zone Ado 3 "7w-- I%., ATE OF AZ OFar»o xWm ND_ 20 GAGE GUYAHIIED STEEL STORM PANEL sr (� •,FS GLOBAL PROTECTION PRODUCTS, U.C. °'/D2""�-0 S/ NAILILNs �7 l J STOP BAR y+NtAcne, .m9 9W. 41 31. 11` LONG lIIIIHMH A91K19 t ANT DAME, R 11TI1 KA „r x, tr N,A I4rr a9aMA h ANr not! (M.)MM-7w, FAK (MI)rK-ew 20-175 W03-T5 Aum. ALLOY f w.,. �. (I,N W,-+9r , Ola m_.c, ,War r 4w�- .ae.IA aR.MIH3 F� r. Pf. SEAL/9aW.nME/ONE CA-00D47te I AT _ PE IeEM „'N•• IWIYA A ILA Sn r atT I/'4' TAPCON ANCHORS • C HaOCX REOUIRF.D-1....; "a 1 1An IN2MWb a �� f 11 p 19�pp 1 IIIaT M I i>dStR1te�l 4 I I f I 1 1 t 1 I I 1 I .. M OMAaRqar a U ,frA�91NLF IM Yy�/:suvRr ;j NOW 10 0 4 i I 1", k_ra 1 } V''m1 WA9iER Y 12 1/2` Oc. 1�4' TAPCON ANCHORS (STAaOERED W/ STUD) POURED CONCRETE _. RC04CRM BLOCK OUIRED WALL M0119INO INSTALLATION Ierymnal :. o �jAR Et SCALE 1/6•-1' .,¢% 6' f0• `+� . _'-^^1 i-2 VANG NUT WAL1fRI3 (BEYOND) /r4• TAPCON ANCHORS -- 1$ 4 I/2. O.C. (5704GEIWD W/ STUD) WURFA CONCRETE OR CONCRETE BLOCK ACQUIRED WALL YDUNI7NG NNSTALI,ATION SECTION 38 O {jEE SAF'ETX PAttEL SCALE 3/9-•t' ME BMW Ill a 20 FOR ACJIMB TYPE A v AND" THEN SIACING IN PeTiALUK11a VINO 9000 19A mam s4pM *4 3 ne" 9UAOMIG "W" ANCHNR SOWINDS AMo Of" COG{ DWARCE .VAS IMICKIED OM "W& •rw.MAo oaPNr 1A) SCHEME FOR ED LE54 71100 M01CAM aN so-OLAE Reom A;N0P 9P40,49 61, MATIPLYMIS SPACAHC SHOWN ON SIMDI LE MMWI 11Rr4 e.a Pa N -. Am a EA OK FRkS9R by THE FOMEMHO FACIONS FDA 1)16 OPONTIGN TO BE r�gW&0 LL FM 11�, __.. _._..._ 3e 'SPACM OVAP.W 1+sM6 FACTOR SMALL NNI K LESS THAN ,WOAAJ SPA" 141A,E3) FOR "Co AMCOM TYPE ON THE; SCNEOAE - g'Ir Y - _ _..__.... em 3 I/P' POURED CONCRETE CONCRETE POURED CONCRETE ONCRETE �K BLOCKOR REQUIRED L 1/4 REQUIRED EOi { P. a CLASS „L T 1 1 a`twtft 1 1 I I "Rfi Draw j 1 EC.. - Co /2 t!'Ics-2{w3la'S.S/4'SS. M.S. W/ F' /e'4,13/32' WINO Nlli • 13 1/2. O.0 WA51WA YIs'Yx3/3R` (BEYOND) AING NUT WASHER _ 7APCON ANCHORS 1 4• TAPCON Y 4 t/2' O.C, ...__.. W 4 1/2` O.CPOURED COW-14M -....OR CONCRETE BLOCK OR BLOCK WALL [ tWNGG 1 A LATION WALL UdI�G 1!l N a REGUTAii PJ(tIEL SCUT 3/9'-T" O URE SAFETY PANEL SCALE 31e. I' INSIALLADON TE AILS EQ8 QPTION INTO EXISTING 112 FOR FIFE SAFETY WOOD STRUCTURES STORM PANEL SYSTEM i /4-P / A1APCON O 1 2' N. a THREADED PitGEAAn4N AT Y/000 HEADER iKXN AT PEHN.TRA 1YDW LEA DER 12, 1 1 2' � t M2•_ .. I WOOD HEADER _ N2P REOUREO - LONG, WOOD HEADER REQUITED I I MINWAXION _ TO 1%Ke ♦• WE 9CNEAIU ' EXLS+ING ON m1w 19) 1' Mw tx.ASs-`� 1 _WAS (SEE FJOSiR1G � 1M SAE• 'a){( PANEL LENGTH tSEE NOTE t BELOW) 1/4`r20A1' e'+ � (SEE NOTE L1�'BELOW) j S.S, � NUT '. , - I 4 2'0• w0on PRATE I ':7/a's % 3/32' WING NUT "4' 11O PLATE 7/8'e % 3/32' WM NUT .. ACQUIRED D I WASHER a 6 1/4' O.C. WWp K4* WASHER a (BEYOND) 014-10 PANELWTE PLiHS ..f _ �' #,a-,O PANELMAIE R)JS 0 6 I/4' O.G. III 7/a' - E • 6 1/4- O.C. W/I 7/6' km TH/RFAOED P WMI" R AT mawaTrt OF ATE _ .._. MIN. THREADED PENETRATION AT wowwM Or "IT • . - tROW o REGUU PAL ,' Sa`EQ P TI (l yi O LIFE SILM PANEL SCALE 3/B•<i" J `P: 'rGENS '•9 SCALE 3I6•.1^ yT •S�: FLORIDA BUILDING CODE (High YebeNy NurriCOm Tom a NF44167 exroo 1E1Em, m 20 GAGE GALVANIZED STEEL STORM PANEL Fr ICI INSTALLATIONS ARE DHIY VALID FOR eaLOMMs WITH AS D. DES" NOTES UP TO ♦55:5. -72.0 PST AND PANEL'S LENGTH UP 10 6'.-6'- c17R FYEAI wow FRA4,E WNS'TRVC7fDIi; W000 MENDERS TO BE SONHERN W/ SPECIFIC DENSnY DE O.S5 OR EDWu.. _ # A J -�BALPROTECTION /,E',. ITS �E COiMC.2, PRODUCTS% LLC.2 WCWIL 133314 Iy C3+ '•E W uNRAWY Mec R P.. 11A HN.w MR n ai,r t9IOHG (AS%}MP-NNe. 511f: (9$4-BIRD 20-175 $ "AfIANF1 F/etc. ,Kq m-wl.P-LOIN m-aP a r Ms.Mw Wt WA M reYre W IXAwNG W: MATFAG NEW 4,1. Pz Yb T>•-uY _ BOW J•/24II�•(+� ism Na1C 2 W.W) IIII { V/24 4'/24jb- --- •Y!_ VJ------ --rc (3FE MATE 2 MAL-011) �NiIUd�Nl�ilsA)}�err�ciwu��ria�u �Aa■.I�uri'r"'iI •P • T 1 T p ! wl�H. i'INRTevA PALE ' ixlt�Ma _ f (ErN ) ( 1J (fv+IcaoA A+EL)I �( ) tOA=21 scc TOTE 2 �. 4 BELOW ' a I' 3EE NOTES 3. , liaAM E i i 6 I' I l I I I I I I T Y IL�I I I I I I i I I MITI lA,y Irk •f i I• + i ( P �� ArEnts, �...W/ i , I j I ` TIaMGFK,TB ' 11 { IilI'11 tj i11 i'itI t�',a_:+ 404L �3 -, - • : SEE NOTE 4 BELOW '9EE MOLT 3,. 3. y 00RO "I OR P"oetCtMAE oN SIREN 2324; MR WWO SCRIWKiLW ,. MOTE } SET SECRO S ON SHOT 28 LAST RANEL To K KISTAJED AT OACIt Q HEAR HANDLE ALWAYS K D W/ HXE 1O FAE2UTATE INST E-Z HANG STORM PANEL 5h'STEM n of s Rix n� ALLIED FROM t OR1)W/dt WA®-® SECTION A -A 90WE 3/32' - 1• Not£s (,). DifBITOti DE cFeK� _F�!n:. E -- Z KA NP. STORM PANEL SYSTEM CONSISTING OF PANEL Coast- TRACKS TOP a BOTTOM. (2) Jj4D PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP DAR (BJ SHALL BE PROVDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACX. CONNECTION SHA.L CONSIST OF J4-20.3/4` M.S w1 7/B as/3z' WIM NUR OR 1/4'tIP7l4' Mn THUMBSCREW INTO TAPPED BOTTOM K, LOC1rTKNN OF FASTENERS MAY BE AT EITHER OF TWO EXIEROR FLAT FLANGES OF END PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK {,I. A STOP BAR IS ONLY USED AT TOP)) Ai LEAST TWD PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPEC$ I41OATED ON NOTE (3) ABOVE. N SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION (5) SEE SECTION 1% 3' a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. ..._ 3• M9.. 2724 0 T'/24 # + pgAx ,wTL (SEE HaltA �) 1. 1W,121NI9WTt ANOHaRS Mwl SEE 101DIULE PIT SHIER - L 20} -i t' MA, +at• Sus} In* ww IT 1 � I � I j � I' '.i i l I•E i '•I � l• � �� � �' I; I { ai { --t END 1NiPIT P ) ( ^AND.)1NIERIO1t aew ( AlU'L) PATES) (MTInOI� ET r i PACT) ( w , i NOTE 3 , 4 s 11 3EE : 9QDW 9EE Nl)IE SEE NOTE 2 KLOW I I d r( II s ! I' I i � J 3 '1'I T F jr t� i.t i 11 S � TPI I� ta.� II li I + � A i I N I hoUTETO ,H'r P'�5 / 4j a-E u wWwWIRS I I l I JI ! 'I I CCIII I � anx .L, • - --- �.. - FAMEU'ATE.'C(YP.). MAY K k0EA1TD." _:--_IY"�.�- /KIiMiQF LOCATION AT E)NO tYR � t/2' 1 1/!' T ENO PANR6) VNIE7ION PAfElS 15' P LIST PA10 I!� TO 9E INSFACIED AT EACH OPE2 RC 9ALi KWpS K PROLMEO W/ AFAR HANDLE TO FACnDATE tMALLATIOM f INTENDED TO BE "WADED FROM �, INSIDE OF STRUCTURE /,• Mm MVP 1/4• 9- FLAP--1 -Ari PIT ,,.�(KTFRNAtE WCAIAti- SECTION 11-6 1b AT HS D PA a6) A� 9011E vw - I' (I) DEE11 XN CA SEIhE,lr,Mf E - Z HANG STORM PANEL. SYSTEM ODNSISW40 OF PANEL TRACKS AT TOP a PANELAATE PLUS OR 15' LONG 2 AT BOTTOM W/ PANELW7ES, (2). END PANELS SHALL ALWAYS DE CONNECTED TO EId$ZIF4G s1T1 BY MEANS OF 1O%WLWTES OR, I USEQ �N1 Y IT 15' LOO (x IRA:K AT BOTTOM, END PANELS SHALL DE COM4ECTEG TO 2() LWJ 1/4Y-2DF3/4 YIMG NUT GR t/4i-20a� Ain. fftUAi95CREW N4S0 TAPPEDEXC€PT AS DESCRIBED ON NOTE (1) LOW). �} (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W/ tS" LONG X AT �'R'T17M1 BUNT EH# PAWLS ARE NOT CONNECTED TO BO77Ot TRA47S 2 . A STOP BAR @J SHM11 6E PROVIDED AT fiP OF SUCH PANELS.. (4). FOR MISTAUAT)ONS WWN EIN PANEEUNTED TO�LLS AND SOME IINEROR PANELS ARE DIRECTLY ALL wI TWO A/dEtNATY BE USEDNTES FIXtA171NGK SPAC NG SHgvnl ELEVATION MbCANS OF FIA ONE N' MR3TTO M)n, EDGE DISTANCE. FOR TH115 9FTERIOR PANES USED Y WI DOES NOT NEED TO BE C)H�NEt, TD 9Y ANY MIEANS. TRACK SHAD. INSTALLED SUCH THAT AOJACEM PANELS (IQ UST EL RIGHT SIDE MN R PNNF.1) HAVE THEIR OVERLAPS RETAINED BY L2J '$_ FLORIDA BUILDING CODE tMah Y61064Tv Hurricane POURED CONCRETE OR CONCRETE 6LOCk REOLAREO ,4-iD"s PANEUOMUE P•LS W/ 0 a 3/32- WONG NUT WASHER a 6 1/4" OC POVREV CONCRETC OR nRfCONCRETE IR:DCK WALL MOUNTING I I ATION I�BEOYIAti .PANEL SCALE 3/8'.1' Ki SHUT 44 W" fa0. ANCHOK9 TYPE i M19MYR TOM i/e. omm" N 1/4'y HVYiiyv[ SPACW. FOR W94LATIONS PDO WON WO, New oNa m 00 3 3 FIAT[ SALOM0. MIMMW ANCHOR WACO N4 No www MCE 06TANCE ARE WaICM ON Tr9S •-WITANCi taMi.M RJ , 3 - 3 - 10WEDIAE MI EL. LESS PA` 9 9H A4041 SCHEDIAE REDUCE ANCHM SPACING by WAIWL.1Vt9 SYACWG SH000 ON SCKAAE ". 4 olwr iA D>•) m ) 3 rn A911A 9A Paz Now 1161ROR BY TIE FOU,aWR6 FACTORS. FOR THIS opumlow TO K po"MUL AIDUCED ...__. .._.. _..._ . ..-_ _._ SeNDW OWDWOM US" FACTOR SMAL NOT gum TO" W"" SPACING *$aCi= A wo ANCHOR TYPE OM TO" SCWEDL41 r I.m 1m - _... 3, z r 10-0 PARCUAATE RUS W/ "7/e"t % 3/32• WIN NOT WASHER (BEYONDS COCAINE CONCRETE CR aONCfETE SUIC1 REONHED WALL MOUALLeI14ii 0 LIFE .SAFM PANEL SCALE eves tr J PI:ArmNV M OI ES:. VALMI E-Z NAIL STIDI RIA PANEL SMMA I. E-Z HAND STORM PANEL SHOWN ON TINTS PRODUCT EVALUATION DOCUMENT (P.EO.) HAS BEEN VERIFIED FLUB COMPLIANCE IN at) MMAMMUM EARIEDMINT OF TAPCkt ANCHORS AND PANELMA7C FEMALE ID a PANEIHATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDIT") OF THE FLORIDA BUDDING CODE. BLOCK SHALL BE 1 1/4- DESIGN YHHO LOADS SHOAL BE OETTINIMEp AS PER SECTION 16200E THE ABOVE MENTIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4'i X 7/8' CALK -IN ANCHORS SHALL 13E IS 7/0` INTO CONCRETE - FOR A WIND SPEED AS REAMED BY THE JURISDICTION WHERE THESE SHUTTERS WILL 9E NSt O AID NO EMBEDMENT INTO ANY HTNISH MATERIAL SHALL BE PERMITTED. FOR A pi�CTIONALAY FACTOR Kd-0.85. USING ASCE 7-16 AND SHALL Hopi EXCEEC THE VAXWUM (AS.D.) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EM(0gSHOULD ANY FINISH MATERIAL EMO TO DESIGN PRESSURE RATINGS INDICATED5 ON SHEERS 2 4 26 ENGAGE 314' INTO ANCHORS. N ORDER TO VERIFY THE ABOVE CONDITION, ULTIWTE DESIGN ARTtlD LOADS DETLRMTIPIEQ PER ASCf 7-16 SHALL DE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MUL71PLYW THEM Or 0.6 IN BINDER 70 8.3) IN CASE THAT PRECAST STONE, OR PRECAST ODNC3RETE PANELS BE FOUND ON T14E EASING WALL IO COMPARE THESE WI VAX. WS.0) DESIGN PRESSURE RATINGS 0OC4TED ON SHEETS Z5 a 25, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL 1# AS MENTIONED IN B.1) MO IN B.2). IN ORDER TO VERIFY 7/M AND ANCHORS ON tH15 P.E.O. AS TESTED WERE NOT OVER S1RW A INCREASE WIND OADS STRESS FOIE AMID LOADS WAS BDE USED M THEM ANALYSIS FASTENERS SPACING TO WOOD ,AS DEER HAS EEN D ERMINED I DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE. WALLED FOLLOWING ALL OF THE RECEIw,MENDAl10hT5 AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1N ACCORDANCE WITHWITHSECTION 0626 OF MANUFACTURiER. THE ADM MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TA5-201, It R SHALL BE THE RESPONS*Xfn OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SINTER TAS-202 AND TAS-203. tS TO BE ATTACHED TO 1NSUiE PROPER ANCHORAGE. THIS SHUTTER SAKI. ONLY RE ATTACHED TO COYCAM BLOCK 2. THIS SYSTEM HASBEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 7H1E OPENING FROM ME OR wow FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPIICAT04 IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN 04 CONTTHUOUS FROM THE INSIDE OF STRUCTURE. WITH THE BURDWIG 10 PREVENT WIL. M ND/RAIN ISTRU51DN CAULK AND SEAL TRICKS AU AROUND FULL HT LENGTH 3, SERIES 1000 INSTALIATKJN IS APPLICABLE TO SINGLE. AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQURED To BE PERrORWO FROM THE INSIDE Or STRUCTURE 13 STORM PANEL N5T'ALLOM SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING FLUE ANY BUILDING AND 2ONrNC REGULATIONS PROVIDED BY THE JURISMIDN WHERE POW IS APPLIED t0. 4. SERIES 2000 MSTALLATKN IS APPLICABLE t0 SINGLE AND DOUBLE HUNG MOtiORIZONaAi. SLIDERS STYLE WN[tiOWS WHEN NSIALUAIION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, 14. ATRIUM WINDOWS AND DOORS, INC_ E - Z HAM. STORM PANEL SYSTEM- IS PMfliT PENDIN, 5- ALL ALUMINUM EKTRUSHONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. 1.) THIS PRODUCT EVALUATION DOCUMENT {P.ED:) PREPARED BY THIS ENGINEER IS GENERIC ACT DOES NOT PROVIDE INFORMATION FOR A SITE SPECtFlC PROECT; I.e. WHERE THE Snr CONDITIONS DEVIATE FROM THE P_E.O. 6. ALL ALUMINUM SHEET VrfAL USED AT CLOSURES SHALL HAVE 3105-M14 ALLOY. (W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEEL. SHEET METAL PANELS SHALL ,4AVE STRUCTURAL QUALITY STEEL ASTM A-853 GRADE 50 Min., CALVAHRZED STEEL THIS PRODUCT BASED ON 11-05 PE.D. PROVIDED HE/SHE DOES Not DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/FF. 56.S Xvi (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT " IS THE CWTRACTOR'S RESPONSIBILITY, B ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NV SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED Wi W MODIFIED. 50016 W/ 50 kvi YIELD STRENGTH AND 90 ksi TENSILE STREWN A SHALL COMPLY W/ FLORIN BU0.ONG CODE SECTION 24173.3.4 (d) WE 5PCFO PROJECTS SMALL 8£PR PAREb BY A FLORIDA REGISTERED ENGINEER OR ARCNiTEGT WHICH KrLL S. BEASTS TO DE ASIDE A-307 GALVANIZED 57E=L: OR ANSI 304 SERIES STAINLESS STEEL, Wi1tt 38 k9, MINIMUM YIF1D 5TIRENCTM. BECOME THE ENC.'INEER OF RECORD (E O.R.) FOR THE PROJECT AND WHO WILL K' RESPONSIBLE FOR THE PROPER USE OF THE P.E 0. F„NCMNEER OF RECORD, AT;TNO AS A DELEGATED ENGINEER i0 THE P.E.D. ENGINEER. SHALL 10. ANCHORS TO WALL STALL DE AS FOLLOWS, SUBMIT TO tHt+S LATTER THE SITESPECIFIC DRAWINGS FOR REVIEW (A) �O������E' (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY 1 T W.. BUTLDEX, NC_ (MN. f c 3192 P.9.i,) RECORD THAT PREPARED IT - 1/4' P X 7/5' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT NC. (MIN. T'O...SWO V_,L) 10, STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE 10CAIION AT STORM PANEL N - 014-10 PANELA4ATE FEMALE ID a PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRRIJCTTON PRODUCTS ACCORDANCE WTM SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPEMi (Ys-335p T) P.9 LABELING TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING COOS Ai) WWi EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2- FOR PANELMATE FEMALE O a PAWWATE PLUS. A2) MINBAUM EMBEDMENT OF 1/4.0 X 7/8• CALX-N ANCHORS SHALL BE IS 71C IATO CONCRETE. W EMBEDMENT INTO ANY FINISH WTERAL SHALL BE PERMITTED. 1/4' 11-20 SS SIDEWALK BOLTS USED SKq, BE LONG ENQUGM(SHWLO ANY FINISH MATERIAL EXISt) TO ENAU 3/4' INTO ANCHORS. MM A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXTSTTNG WALL OR ,3, ..:•.• Vr ' • FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAi `T<• vCEAN.C+.'•- BE AS MENTNED N 41) AND N A2). • :• ; NO. 44167 (B) TSiD TSTiffiG cDxcRETE. aL:_ WA3 i * : t - 1/4' P TAPCON ANCHORS AS MANUFACTURED BY tTW BUILDFX, INC ' FLORIDA BUILDING CODE NS h Velo= Hurricane Zone - 1/4- ► X 7/e' CALK-N ANCHORS AS MANUFACTURED BY DEWALT INC.. (4'Tn.%t50EH P,s.L) ©., Ft euEw. NKe 20 GAGE GALVANIZED STEEL STORM PANEL rP, - 114-10 PANELMATE FEMALE 10 AND PANEP, LMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CGNSFAUCTIN DAAAN eT _ PRODUCTS (I'-2071 P., T) m/2R/9ms GLOBAL PR07MSO.N Iri I.I.C. C .14 ,PROOGIE 'fgf/'`�,•>W"ti; " A stom /` Art r. N_ tr ttrr a4e"a rt Mw IY,a1L (M61 aW2 w+' 20-176 am m-LPN HM-T54A ra: MsNM9 em rA-mMTty wr 4re w IerNwr 0A/AIeO "" v 4" - PE XAt/Wr4ATtAIE/MATE wN.Iq A iKUt J.,t I9 I,e EKM1 2, a 0 m,AIWTE r1OM1e-�, ` nXNaLTE rNatl" t ; Hen N4 Per, WPrI Ir-- 4 u•L .Naas 4 LILT t>K SPNrOMI -.: 11p1tl16 ��.� WMxT r! 41 r 'mm mrlcel q ('''^'�'- Rc w,ta ( ii�Emm G� RaAan- \ ( irrHiP aAt� mNIa1NTF ,,� ti- -� mro. n _ MM A44aeT '"� IM1' f.M1 Ass I1r,K r W N. i. ear weF t r L aIPW r-1 e I - �n 1 1 7 ) -1 r 5 - � I 1 az rY AAw Pa• i L--i IAQ ewqam 1 1 I 1 I I I 1 bM 73 S�[1 1 1 Ili y6fl 0! I E -i '°A. v R SEE �MDAE 1 /M AA• ,FOR TWO. ,/,'1- r/�4• I�! i- FOR M+. 1 jjji f. v-ma3 .' L 9fE So[iKXt i � G#i lCp I OM 91m xs I T/.'rum/ 4• 3DA i_ H6 j INDIO,�INVOUP 1a aAK. s ' i W j M1q , , fQAa, AFEfSEPARKAtNW I 1 [ION ,3VR1M 4 I (IVORY OYWAP 1 CLOVIS./��i jA'M2A / 11a /NW • 1 1 1 1 4 CWRY mvw 1 1 WHIG o , /) 1 .3 AaKIWm $ _!' ! tNaCA � � - .3 -cRAL AaAWa 1 ----1 m,141C d� W . �- I I j .i f /.•i-]Aa4i.• 11i fE .. .iH/ i•1Naz�>D' w" ,J6TER*WIN i._._..3 .... _ meT �'_""_ < • 1n Y.3/3r rw waas - ;T -, 'VIM;.., MiWPHA�it Ix ffi• AM 1iI 01 tpti-mya' / R r9Nt all /a'P-HIS/a• Fq FA 1 AtWI/�� f: ]T /a'a-T�Y•1•� mMrI16R ANalaAi� ` t.� - SAFE 01 SCKhMIr _ Wa7 a)/ �.._ I (N"'w aM a4TT IN a Ir oa WALLiR�i TM MOU..LT� r°m--Na 9YAi L.,YQUNIINE: INST. " T FLOOR TO GEIU�NTING INST, BSUjLD-DINT MCNINTING INST. SECTION 1 O 4CALE s/9.1 : SCALE 3t/I�29yyr• g� Gu(3j(3 SALE 3A - 6Xi�a V4LTI9K5 IID21,eWYDIR NDR SCALE 3Ie-,• SCALE 3JM 1' a 1 uw IN 001 AT NP HW All �AATlit aer+N4�;uga� Ta THOU 2 M {4 Tl ap' j'iGi, ` 4 E aF HMI.. { II G) (�"� I ( Tfxea iN10A r6m oN Meao at a` >;. •." j F$TA ." TYR . BUOY a LIGfNSF•:�p _� NO.44167 . I--+•- - 0 Top a ACTION MOUNT,= CAN at - FLORIDA BUILDING CODE Ni h VelocityHu cam Zone t M"" W "P, To SLM AM' Aw © i AaT"LL` °" _ 5".. STATE OF /E� $ nu m. MG 20 &AGE GALVANIZED STEEL STEADY PANEL a. O F tO.. E 'Y$•A.l# 4Nr �NrIrP aT/»/]aM PROTECTION PRODUCTS, Ltd. RATE SC LE: 1/Y . 1' YSEW X `-._.".4. ;.. 1 L E C O X�TIY 2fIyyF HNC _ AINO NONE,K, 31 E3M,Ei 4 333 t an W, t► AA wwlPi PFiONe (e04H761W5. FrAxI (Wv1Na-Ml 20-1 T6 rr,r W .a► PIR.M aVMPIa M ,ftPf yAL/ypryATlMt/GTE CA -CM 119 a) a) i Cl) C6 N U O _0 N a 0 O C CIO Z3 a- .- V -Q: C Cu cu Fn a p _ C O L W y O LL CQ O CQ 4- CU E"7 m' •� N O 1:. o� o CIO CX d c c a •3 � m C.T 63 C G � T 'a A E mi Y.1 Cn L. a)CD ^' W V#--Nj +--a U) Cu O CL CL U Cu O V aD ■ 1� U) Cu LLI = Q Z Z Q ^J I..L SHEET NO. SH 1 .2 - W----1N."--lh.L, ..ill# -- " +r MI.rr11Y ilk m m■ - I- I VPIw!RRL'11m)-Im- .. : Asl ;L: .N 3L.N21. A 7 11! /I 1, ,, 1.; ,NAa WXMUPMP A.S..Op.E NC. P MMR ro APO TO (p+l.) (SEiA�SM O1A69 (b110IEL .65.0. -7]3 w' OR LESS 7 9/16' BOLTED • ,'. 2, 3', 11Y, 2YI A 31Y .68.0. -75.3 70. OR LESS 2 7/0L BD,EO , 4' i 41• • BOIrED N/ 1 2TQA3/4- iS M.S A WINONUT Al o•T74AP i Unit OF PANEL LENGTH MEA51RtED go ION Or PANEL _ n,I •LAL'I, ., «, y . EMI 1 i•. 1, I" a MAXIMUM ASD. DESIGN "O" MOO" SPACNO FOR E. 0.. 3 1/2' - APPLICABLE TO , 1 W -MI" WYMIM PAIp IDNOIN 1' (W.) PRESSURE RATING '-C) TAN'Cp1S G1 XH FWKLIMR rEMNF O I PANELAOU PINTS I TO came rmI'D ate, !,a CONCRETE: TO cou"I'm TO coucti 1E TO CONCRETE • 12' N/A 1 12' NIA i 12• N/A , 2' N/A V i 2' (TOP) it- 3•w ! Io- 3' 5- 4• S• 4' V (BOTTTOOMM)+ ,2' 3' 1 12" 5' B• 8L 8' e' 1 (BOTTOM) flt 1 ++ 1 86.0• -15.3 N/A �---- I 7- N/A 1 N/A -- - I N/A 1 6 1/2- N/A - N/A N/A 4-1/2' N/A N/A 12 1/2• 4 1/2' LILY N/A 2' (BOT70Mj 3' (TOP) ' ]0ON lfSS-- 12' k N/A 12L N/A I 9 1/2• N/A 9 T/2' f N/A i 3' (BOTMU) 12' N/A i 12' N/A 1 12• N/A 12. N/A I i (Top) { ". 8` 12- 9 1/2' N 12- it' 12" I I • 4' ()3DTNOM) r LIMITED M 56.0 P...N. AS .& DEIGN IESSURE RATING A SEE SHEET 26 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS Ono W= FRAME aLLL08111 MMMW ANCHOR SPACINGS AND WMMW EDOE 015MANCE ARE MICATM ON THIS SDIMUIL MR E. L935 THAN PONC•ATED ON SCHEaAF REDUCE ANCHOR SR.CING By FRNW 9PAEM SMA"I O.Y ON SCHEX" W 1 MLQ" G FACTORS. COO THIS IG1 opou TO BE PTu9RL REDUCED SPACWC OBTW USNIG FACTOR m NC ABE LESS It" MNWY SPACIAL) WNDrITEb FOR EACHAHCWOR TYPE ATAT ANCHORS ISBa . TAKEN PNCW W Fla" 0 P" 1MAIT PEAK 41K-N VA. ANCHOR f,-" 0.) 3 3 ] 2 ,/7 IaM.•TARX ;cumdM•-F-QA) 3 T ! f "", IOwFY WM PA) 3 3 ,/2 ] t/r 4 -- AMK EA ma wrom "Am T I" $ - - - _-- 2 ,/Y - - - ]O _ __ r ,La - --- ,00 N 1 I ( + REQUIRES UPI, TO DISTMME BETWEEN 6pTTEN OF PANEL. 1 �No. kT, ++ REOURES MGM. DISTANCE BETWEEN BOTTOM OfPANELAND (D TO BE' 3/16' /t6'40. FLORIDA rnup�NEN7s FnR REGIULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1 /2- I') ----- 15.125- (TOTAL WIDTH) _- _. __ . _ 2.187'- - - - -..- _.. _. -.125W (OTECTNE WID1H)_ - -.-.-..-. - -- ,-- .193' 1 1/4•f2o.3/.' I 1.n50- - 750' -- S 5 STUD Ark Cl ' _ - 6 1/4' (TYP.)-.- -. , F- 371 - t2S` Ya ANWE • • t/4" 1.250' ,cc' .188- ,am OR • 12 ,/Y OC xa -- 1.350' - - 1,1w - - 1,3IW - '1.5m, - L MT10- 'i ~ MAY IR REAmm) SIN 1 6e5 2304-1 , / 0024- YW. HEART ), IS y 3.375• �• t 671' 1 LIE 4 SOD' I ' MEMMEO 0 LAWNZEp 5TE1L .084 - J OODDDD y EDGE TSTtI A653 TAP. II.2. .08a' y, I.Ot3---L7EXaja T , GAIN AD IeAMY NEMMED 2.,25' __. _. '- r - 0S. - ,.ODD - Tie H - DETAIL A O-1T0 QALV. EDGE 10 STORM PANEL - - - - - - - - - - - - - - - -- 375' -'" , (TYP ) } ' ) 1350' ••- 1.350' - fIETAa A - - 2.000• - -- PAAIELS SHALL BE INSTALLED ALWAYS - 2.387* - - - FROM Air oa T LLEFT10 �SIDEW Or /PANEEL 2O "M" HEADER (�) *F- T� ACKCK © ANIQU WIEN STUD / . TIT PAIL I� 0.024• (M,".) PMPR/ LNOWm FDCi % J 3;5' - .". GALVAIII STEEL /I. � - .. I , 11��,O. H 1 ! N /� \ A l a6-23 0375' ?1f€1 0.250-f X '0.250 1 s07- •.121- M ,' - 1 .. - 2,QI• -. . - , . n em. /' NENNEt - 'T.K PANEL �. -�-r5i OR - 2250 - i G ISOMETRIC VIEW DETAIL A 13 r _ /27p'- `. I I 2ISG"I ROUNDED CORNER O ENDS OF PANEL'S I � M915.7.OW -: - _ _ -_i}. -2.ve. --� ENO LIP W/ HEMMED EDGE. I_ _. 625' 125• - (N.T.S) UAp F SAS'_-�� �. 1 fD�cE d�"w,lEy iBYAAIiE.i I O KEY HOLE WASHER 091 067• 'I{r�q 3.750, 072• (M,) -I' N1750- S105-H154 ALUM ALLOY © KEY tjOLE AT PANEL - 750' - {� ' ' -SEE SOEET 6 FOR ADDnIWNp 2.12a' - 75p' - .6I ]' UYRATONS F SLEEVE LENGTH 6 1 1'. -- _i .091. _ _ /25' I _ ONLY W"A FOR RMAILATgRS INTO 1.250' 375' O SLEEVE 2 i H I 'LWINO STRUCTURES M 1 -MAC. LENGTH •13'•I.35I., -2.000- - - 2. 3750' -193- 1 25L8- - ,."IT.O 125' 2.000OSO-f �RAP.),1 (2 REV. 'H" HEADER ® "U' HEADER L 7w 250' I I (TAP.) I - - 11 MN m 5' Mm. - _._. _.- - 2.wo' I ® SLEEVEI Is MAX. LE H © 11 YJ' TRACK 1© PANEL HANGER s0e1-r6 ALLOY AAAMH.Wxr .374' ]Opp•.. 3•MC- A. r" (1_1,/4- WIDE) NTvA1E11 - �OJ_ ,1N .....-•, f T ++ - -`,17 Q•,:" '' (VISE ONLY FOR E-Z HANG STORM PANEL .S1t' E58' ` -' ... )275• AGAIN _'.. j., ,£ •1': vGENfF''•;'� s, SYSTEM) 6063-T6 ALUM. ALLOY ...i 11 I. . -_.I - S --' - = rNo.44167 I FLORIDA BUILDING CODE Non High Veto Hu one Zorn ;;:-,�, t.671^ 2.oW-,- ,.,25. 2�, .V '23' r, �• ''-"!`'1 ! �"H. ,. ® I = n ym r. 24 GAGE GALVANIZED STEEL STORM PANEL "RNIN k . I ! MS. 120,• : o w. - - H (1YP) O50 STATE t)F 11 SECTIONS '�•i f , win/2E. - 2.000• - -- I- . I. -- -- SET - - - - �- ,. 0... Of• : '�� ..4 1L E C O IEe. GLOBAL PROTECTION PRODUCTS. U.C. TAME: -a�rMye�!� + .204' Y ` 71W:T FTIq A [INarEAFOANO ANT MOP Sr. 51 ST4ST - MAW. a �14 / ... Law - Ta s I-- . Hv,•aa A 7 20-175 M H m 1 1 qCa- a. -J3M6, r+uV La. OND Lrt ( lAa WINGNUT - r,, wMM R. MILD -OUR rF" 11�4 BUILD -OUT "F" TRACK 15 AE S� r (ZASHERED TRACK ANGLE (TAAIAt 3 PLOY) P.E YANJ1KNUTIffivATt Yua A 1DI A /.E "an 2 of II 7 INSTALLATION DETAILS FOR SERIES 2000 3E 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES '--� ,/a'P SCREWS • •• O.C. INN : 7' T«READEO PCIWTAATON ( 21.' a900 ... - 11 ,/.-P LAG SCREWS • 6' OC W/ TO EX61INC W000 HEADER .. I/.'A LAC a:REW15 • 6. OC w/ I ,/2" - T«REAoCD PEHEIPAT10, - FLAT OR OM EDGE 1/I` WI TNR[ADOi FMNEFMiION Ii '! IU E7SIW16 ecor. KAOER m t:nsrec WoOp I[AOER /n' -art. 6 5 l c / �! D :H�' t.r1. 5...5 5 4"N,. Cwt / 7 4 l YY 8 W a•.3 sY Warc / R u EWO a y2 «in • +z oG. O s � 1 E pp . ,AG SCREWS 6 5' 0. -1.a1" 5M-5 .• I G.IL x/ 4 N C / ] i t .'A-2U.! . • G END a • / { ' 'PUSS I Y MN. '1aKAK0 ' •i. I �� o.s7NG 1OLTAA T/7.. «FAD YS. W/ T/6'A.3/3Y- - ro r0D0 .4ApEPv�''0N J NUN} Yr, m) T ,A BELOA') : ___ _ OF EYE In, t". .Tt� 3/16' Mum. POP RALI ♦ CNAH �,4A 1' S..I.S. 9 ?� T NOTE ,4 efLCy` to - _j • MN.OnI D E'.Ex/ ® - EA EORJ Q' Q11 ..Pr" � g Rr ) 7 call/�)I. CI. IOD "DER is I / F- (SEE DETAIL 1124 t ' T- NOTE " BELAW) E■CC■3 b .., - WOOL ,ENDER REP M'E 1 i 9 I� ^ ' { 7 9/te' MIT.SEPARATION 1/N'P- /i 5 '/••. Or3/.• C M 9Ck ), W/ 7 ./IQ' MI^ 1 MASS I Y5. WJ $ 7/a-..3f32• SEPN6AMDN t/i A 2O.S/i I fb'..3 37' - V GLASS AILS rfT/6 Ac3/3]' $ I YIN,'. ILA(• 12* at • j' i ' ww NUT . Iy E++AF aN[ILAP 5. J 2 ,/a' IAn11 MY OVERLAP 7, I - ii➢11wI w $ I ,/a'.-20-]/.' - 10 ^AAA 1/ 'R-No/.• 4 $CLEW Vl I E 7•/1t- Mm 7/.'A+3/32 I !!// - -i IPMIN - YI/NG 1 3• 5 WAG MOI • I-rNV 0 G:.\S'S i cww OVERLAP , : EIZ,, P.ERW' S Y i „ y -- t ! - , i 1 Y i I - yI� o g I r T `g 1 - W/ i/B'w.3/32'j� 3 1 I h 41 arG N,n I - z - I I • 11' D c 3 a 'Iy 0 (2'._r I 1^ 1/4'I-2 4- YS W/i. aNNELNAR FE.l4LL I 8 T 2 /R q W r p ,{ PLUS - 2 1 wHC N,ft"/a* _ / `''( CM 1 aR-��qpAI}}/ 7/B-FQo T«RFFMP.D '•)11/,"* . a-2qr!/.'MS�«OTC lA BFIDN)ENETW.011• 17 1/2. OC - , -) I w,li 7/8•A,.S/12'r. i 1 W ! NIJN OR I/4Y-7a]!N- I/.'. I7G sCRLM . 6' O.C. w// 7 2•.i I. WTI - :/2' W. 1NRFADm PEHE,wAI • 37D 3/4• "S ( I 1. 25D THUYBSCfo.W (SEf MIOAIDH 0E PATE Al SERIES 20D0 OR ON " -{. • /3 ! '. NOTE t. BELFJr() 1�111 2} ti-tD PANRWIE PLUS W I7..".-am3 .' MYJNeKREW NOTE IA Bndl) 8 �J� •.7a3jH' N.S W/ 7/W'..,7/3T ,•/ _ 7 , rn. PEN[TRAn(N • / • -- CaM WYIG NUI • 12' O L SERi, 'CO, - I. it. (2) 2'.i I/V0 VG SCREWS • 6' OC r/ j) 44 r/4'1 ,AG SCREWS • 5' DC r/ _' WTI. I 1/2' Wn 1HR P{NItRwMCw M0002PIJ.00,WO i mvv.,DD1N , 0 PE«I mAHOM FOLD PATE REOURfO ALTERNATIVE 2"W ,,, OF PLATE Mi DP UH COCF A Yr.' PWC .00 MT OR ON EDGE SCALE '/4'-•• PIA'E MK4uNED MFAI ALLTERNATIVE i "WT BUILQ QUT I,tOUNTING SILL ,/r.," FLOOR TO CEILING MOUNTIN G r. IYGTAI f �TMY ALTERNATIVE 4"W 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WTri ASD. DLW,N '._DADS Ap1HY1NNN SGAu ,/.•-I- LPII 53 W HAT/,. AND PANEL'S LINGIM UP TO 5r0'BE ".��,(i A� Tt(�1,, )FRAME ,0 sanN,ERN ,�r� _ �. s I. 2 TOP NE+N *DOD cD«srRutrroN R,]Fm ME ITS PIAE fb. 2. W/ SPECIFIC DENSITY OF 035 OR £OWN. P\;•• '`• ✓ .! `�A , " - FLORIDA BUILDING CODE (High VelocityHUT can. Zonl) »t - TT , ND. 4 ?_ 42a:P Ta>=ta •c. 20 GAGE GALVANIZED STEEL STORM PANEL 'P Sri SPECIr,C.ATfOM$ AHO PFOQNP£AIE1Ng iGR ,I�[ Or 4�SW BAR At TOP ,� * ' * ORAAAH T WELL AS PANEL �J CO««EC'flGv Tp i).^LEGS {a ORE]) AT BOTTOM. BASCO P A "" _ y IOW OR9 3OW S MTK4,OM ,APE dq QftFT 27 REOL®NP S'- 9 SEAT CAI, __ GLOBAL PROTECTION PRODUCTS. LLD. n/>e/2mo IL ECOINt TAT r.�,`.'."to a Boa r0a rlaFaMM,m DE sEctnra: uTEOALATIVE TOP NF_ARER WOOD F'2� ''.,IFS - •�Gf7y� TAL�r .. �►I slwnET�ANrN N. AW � •- .A.ar.11ATIr P•,Od. E1r5HXar-16.6, rA: WSN)eE-a7I) 2D-t76 /0PA�TTDYIIfRy1TNt•5^.N: 6C ca@fNVJ !4 ANYANC`�/ON L %' TILL.: D:W n1•Is'v M . pY) n•,_,YI �,M8�5 WAIT 10 SLIT AI('/ YSTAL147,ON. SCALE 1/4' . t' INN,. ..... G-.WFI1I •'•- .n.rAx D%PWVG M PI. r MOTE SHUTIER ORACA'S NOT SHOWN °OR CLARN S[.L/s10W.,UACMR WiLn" A T4UJI :e Pf_ t-•q Na187 juart M .E ja tIAMJ E p N L e�} EMIEe'lraAM.en AT TOP OR BOTTOY� WITH TRACKS L 2) OR r) W UM PANEL MAXIM A EL LENGTH "L+" OR "L-" (".) D MAXIMUM A.S.D. OESM PRESSURE PATX& (P.e.r.) (. a -) CONCRETE AT 0001) INSTALLATIONS 1' L4 ...-Iv zao W-01 121-0• 73.0 12'-0• -II7-d- 3a o IT *-ff, W-9' _ A.O �W-10• 10•-O• 4Ro IO!1• 9•-4' 43..0 -- Sao SILO lao _-bta _ Xaa 9 6_ I.-,. s r -a.-- 3- e o• 7_-e• d 9 a-4 -- a a r 7__. r .• r-0_ -- ls.o 1-3' 6610• dOO 7_7 6-r eI0 Sae - 7-D' 6 -a- d-3• 6.-2= Will_ 6-r 6=a• _ N p 6 -3_ 5'- I r _ __. 105.0 6'-r•- 5'--9' Tipp -_ S'-r 1150 -_ Y-6' 19.5 S-3" RETE. CONCRETE BLOCK & WOOD (T) SIiII)LE pAI(il3 (� ) lEIirA1tlED AT EACH EHD sRTH TRACKS (Yi. R} f3 & &I OR D.M..O' O.( DID MOUNTED AT EACH EN O& - MAXIMUM PANEL LENGTH H 'L+" OR "L-" (it.) O MAXIMUM A.S.D. PRESSURE TING (VA 1.) I+ -) CONCRETE i WOOD INSTALLATIONS I y L+ L- 200 W-4' U.-0' - 2ao 12•-1o• II'-r .xio 550 RT_-d' Ia'-1. 10'-IO' 9'-9• AC.0 9'-6- 0'-7' 45o '$00 - i5v Gap 65.0 A.0 _ 9 I' a-7'_ s-r d•-r 8'-2--- r4' ?,-S* s -0 7'-s r-3 7*-2• 61-11' no7_-7' 6'-e __.- Opp N$ 0 - 7.-0. C-3, 7_0, 6_-r- 6'-r' 6'-I• 90.o - 050 6'-r 3'-TO` /0o0 S-r-r 1070 -5--r 6' -3' S' 4' _ I F5v 119.6 4'-d• MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGT '"NoSPEED 4 170 m;.n WIND SPEED > 170 m.0.n (I") UNIIIESTRAINED I WSTRNNfD UNRESTRAINED I RESTRANED So OR LESS 1• 1• G. B 1/a' >33 TO 90 I. 1' 7 • 7 >1p TO 145 >/A TOT 1° 1• I- -� I' I 7 1/2' I - 7 1/2' 7 1/2' MINIMUM PANEL LENGTH AM FOR A GIVEN MOUNTING CONDITION •U_ 11" 1Up5' K TOP DIRECT - I •F• MOUNT HEADER HEADER y,OLL TRACK W //1Cs qA[ 1 LL25uRE5 G - DIRECT MOUNT 46• i 32" 32" M. SS 1 So- W I SYSCUD ANGLE I.S' 35' 32' 32' 32 42.1 38• 38'T iRACX 55' 32' 32' 4Y ' l67' 60' GO' l OULW . D-D IT'r TRACK 'ANGLE so, ]-T 32' 38• W. 56' - 55- -0511011 50• I 32• 12• UI. 6D• 56• S6• 2/4 1/4, 3/4. 4/5, 5/5 & 6/5 1W/6, 2W/6, 3W/7 & 4W/7 ,• No ANCHORS (SEE SCHEDULE ON 3. MAX -,, MIN -- -. - - SHEETS 9, 10 ill) _ __. - ---r MIN a • • a - - - _ r7 I _ ) - �-,-_ . --M- I • -r-rr T--(--r-r-r T -T -r-I 1 - �" r _l ®'®pry H I I I I I l i i i j i t i I !I I I I fI .�I iI i I i I I W 1___- 1 -_ 1 1 _ i _ _. L _ _.1_L .__: _ i-_ _ l 1 I I I T -I 1 1 i I I i1 1, I i� A I� ,- ; - - I {'UNBOLTED PANELS I f:' I I i I.- BOLTED (PANELS W/ t N-20x1' I (SEE SECTIONS AS i 1 1 S.S. MS. BOLT W/ d. EA WERLAP ;APPLICABLE) i I. I f (SEE SECTIONS AS MPPI.CABLE) (i, (i I E _, I I I I II � I i I I I I I I� 1, I .I I I 8 I 1 i ; I D.M.. 30•® �j- I I - I I- I - - -� 1 i - _ � I .!O ID .O' O I S DF 9 - 3 1� �, M� '' MIN 2/4 1/4, 3/4. 4/5. ! ' 4 6/5 1- MIN. I 4/6, 2W/6, 3W/7 & 4W/7 - - -_.--- ---ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 i1T). - - REGULAR STORM PANEL (-I) ELEVATION 2.5e7• N.T.S. 1/4' Mm GAP (WE OVERLAP -1 WIOIE HELL'!) . (I) L.: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSETNE ASD. DESIGN LOAD. L-: MAX NLONABLE PANS. LDUMN FOR A WEN NEGATAIE AS.D• DEIGN LOAD. (2) PROCEDURE TO DETERMINE MAMA Phil LENGTH, GIVEN A POSITIVE ASD. DESIGN LOAD. OE' WINK MAXON PANEL LENGTH 'L.' FROM SCHEDULE. GIVEN A WGATNE ASD. DESIGN LIMO. DETERMINE MAXIMUM PANEL LENOOH 1= FTOM SCHEDULE FINAL MAXIMUM MADWOU PANEL LENGTH IS EDLN TO THE MEANS OMWWED PANEL LOOM BETWEEN 1.' AND 1-•. (3) SEE 504MU BELOW FOR MN. PANEL LENGTH MR POROSITY OUMiKJOION. INSTALLATIONS INTO W000 ARE UWM TO . 95 PAT MAX ISO. DE9dN PRESSURE RATING AVER. a to i I, . MAX. USA. D51G..OAS 4 MAX. PANES LENGTHS FOR . •X '� SPACER CFI', S USED. . 4416E '< `101) T1L1EC6' WE. I4 OAfK GALVANIZED STEEL STORY PANEL *' z V% TATE OF * _ - f 1 L E C O Is4e. GLOBAL PROTECTION PRODUCTS, LL =- 3- ` ORIDh " T11TWM • C•IIPANY Moo sr n 31. '• F • 44 /�O^:r7 MN a..M W,ywr. n N21M oY+L R 333,. 's'Y.Or .••.....•.i_1�' / Ms..-.+I-1s. :OUR Pn- PIRO (W)M-lwe, FAIL W6M)o6-s»T VA. oww W •7/1"am CAM 20-175 mrrR N. GENERAL NOTE �(n sea ie10L.1 I tss R•fE7Y r-] IMNO ■m081 a4 (C) 19-IA STIH • WOGD .MIL, aPFCIitE &Wff- C--0.5j_.MIN . I STORM PANEL SHOWN ON nay INOOICT LVALWTION DOCUMENT (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY 11W BUKDEA. INC Y ITH THE 2020 {7N EDI710N) O< THE F IDA BULLING CODE 146 STOW PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANFLYATE FEMALE 10 AND PANEUNTE FINS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES. VELOCITY HURRICANE ZONES (MIDI -DARE / BROWARD COUNTIES) - 1/40 LAG SCREWS PER NOS N WI 1 r FOIE A BASIC YANG SCREW. END LOADS SMALL BE DETERMINED AS PER SERMON 0 THE MENTIONED CODE - 7 '. F 16 . 5 6' RUSHING. AS DISTRIBUTED BY ALL aCREW. BOLT SPECIALTY . / W000 POINT i ECNL 0 P F # SPEED A5 T ION WHERE STORM PANEL WILL INSTALLED. MIN) OR DIRECTIONALITY FACTOR REQUIRED BY THE JVRISOICT ANE RE AILED, L STALL THE T KD-083 lNSIN G 7 6 AND SHAL.t NO EXCEED F MAXIMUM ASD. DESIGN PRESSURE R4TI S INDICATED ON SHEETS I Y t r � ' F C ' P 7 G ABC[ ) NG C MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE T AND 2 OR ELCC ANEUM E PLUS ( ) 9 nRU 12i 1 1 P F 3. 7. 8 AND ANEIMALE FEMALE ID INt R av 1 ULTIMATE ?-, ORDER D VE 1 71E ABOVE CONDITION, UL 1F DESIGN WILD LOADS OETERMYNED PER ASCE 8 SWN.t lE FIRST �"•>J " REDUCED TO ASD. OESOGN PRESSURE RATING By MULTIPLYING THEM By 06 IN CIDER TO COMPARE nESE W/ MAX (AS I:).) f2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTC THE WOW FRAME UNIT SMALL BE 1 1/2' NO THREADED 0 DESIGN PRESSURE RATINGS IIOCAED ON SHEETS S. 9 THRU 12 & 17. It! PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION N IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED AS TESTED WERE NOT OVER STRESSED, A Ja% INCREASE IN ALLOWABLE STRIESS FOR W1F$ LOADS WAS t(DE USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS BEEN DETERMINED IN C.3) MFWNUM EDGE DISTANCE Or LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH NMS2015 In . STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1602.1.2 OF CA) MINIMUM PENETRATON OF WOW BUSHING SHALL SE 5/e• 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG NNNNUM THE ABOVE MENTION SOUTH FLORIDA CODE AS PER AMERICAN TEST LAB DF SOUFLORIDA REPORTS +OB14 01-01 ME)#0719,02-09. AS SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS TUT" NO STUCCO O PER SS7D 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #112301-,0 AS PER CS) 1N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOA" BE FOUND OI'N THE EXISTING OAS-201 AND 7A5-203 PROTOCOLS. ANC AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SERMON 16M OF THE W1iTALL ANCHORS TO REACH THE J SHALL BE LONG ENOUGH MAIN STRUCTURE BEHIND SUCH PANELS R ORIpA BUILDING CODE ANCHORAGE SHALL BE AS MENTIO14M IN C 1), C 2) a C.4) 2 ALL ALUMOOIA EXTRUSIONS 10 HE 606.1-76 ALLOV AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SILL. BE INSTALLED FOLLOWING ALL OF THE WCOMWXWONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACCURF 3 ALL ALU.RNUM SHEET METAL USED C. CLOSLRFS SHALL HAVE 3105-HO4 ALLOY. 8 PANELS MAY ALSO BE *STALLED HOF420MKLY FOLLOWMG INSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (SHEETS 4 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTV A-053 GRACE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEP- THAT HIDERS® &(D SHALL NOT BE USED, STEEL DESIGNAIION W/FY- 922 H, (AFTER ROLLED). 9 I SHALL- BF THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE T 5 ALL SCREWS t0 RC STAINLESS STEEL 304 GR 516 AL51 SERIES DR CORROSION RESISTANT COATED CJV+80N STEEL AS PER INN ATTACHED tp INSURE PROPER ANCHORAGE THIS SHUTTEF SHALL ONLY ATTACHED O CONCRETE. BLOCK OR W000 CRAM BUILDINGS,5O01B W/ 50 CA. DELL STRENGTH AMD 90 NA TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2.1, 33" ID EACH REGULAR STORM PANEL WT. LENGTHS OVER 90', AS PER SECTIONS I, 2, 4. 5, 6 AND ALTLRW1IVES IW, 3W & 4W ON HAVE A URM AND S OF HURRICANE t NWARNIG NNSTRUCTINIi OWNER OR TENANT TO 6 BOLTS TO BE ASiM A- 507 GALVANIZED STET'-- OR A151 3O4 SERIES S7,A FfSS STEEL. WITH 36 I,P MINIMUM YIELD STRENGTH SECURE A, S 6 • 7 APPLIC BLE R REINFORCEMENT SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERKAS OF YVISBLEWARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS It THE INSTALLATION CONTRACTOR IS TO SEAL/CiAUIX ALL SHUIIER COMPONENTF.UGES WHICH REMAIN IN C(1NMNUENS CONTACT WrtH THE BUKDNG to PREVENT WNp/RAIL IINmmoN lA) TO_.,/4*0IA,�UgApsOlRS AS 12 STORM PANEL INSTALLATION SHALL. COMPLY "I" SPECS NWCATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGIRAtIONS - 1 tl" T AN ,R ITIN, 1 X INC. ,' -� 11 J,, f APRON ANCHORS AS AS LIFTED L . BU LDE . NC (M c 42 ) / P T JURISDICTION WHERE RMR IS APP ' T . HORS. A PROVIDED B'H THE JUR SGC 1011 ERE PE LED tl I/4' f . T/d" CALK -IN ANLINORS, AS MANUFACIVRED By pEWAI.t WC. /4•s Y 3/4' SOLO -SET ANCHORS. AS USTRIBUTEC BY AL. PONT st'REYI BOLL R SPECIALTY CO 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED I PREPARED BY THIS ENGINEER IS GENCFC MC DOES NOT PR'MDE IN•ORMATION (MI. F4=SRC t) P.a FOR A SITE SPEOCK PROJECT. I.W. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E O 4-I P T F NS O ANCLMA E EMAtE q a PNNELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CO RUCTI(1N PRODUCTS - 1/4'f ZANAC NAXIN ANCHORS. AS MANUFACTURED BY DEWALT. INC (o) CONTRACTOR TO 8E RESPONSIBLE FOR THE SELECTION. PURCHASE ANO INSTALLATION NMOING LIFE SAFETY OF THIS PRODUCT A I) MINIMUM EMBEDMENT OF 7APCD1 ANCHORS INTO POURED CONCRETE SHAM RE 1 3/4'; 2' FOR Fit_O PANELMATE AND BASED ON THIS PE.D PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEIALED ON TIQS DOCUMENT CONSTRUCTION SAFETY 4T 517E 5 THE CONTRACTOR'S RESPONSIBILTYY I 3/4' FOR ZAMAC C NLN ANCIKORS. 11) THIS PRODUCT EVALUATION DOCUMENT WILL BE GOHsvmm MAUD IF MOD,FIED A.2) CALX^N R SOW -SET ANCHORS SMALL BE EMSE.00FO 7/8' INTO THE POURLD CONCRETE NO EMBEDMENT INTO STUCCO SMALL BE PERMICTED. 1/.• 0-20 SCREWS USED SOUL SE 1 1/2" LONG MINIMUM SHOULD STUCCO EX61, (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED Of FLOROA REGISTERED ENQWFR OR. ART-"r,E.Ct WHICH WILL, BECOME THE AND /° MINIMUM FOR WALLS WITH NO STUCCO, AND ANY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENWNEER OF RECORD (E.CA) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE P.E 0. ENG4EER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE PIED ENGINEER, SHALL SUBMIT 10 IHIS UTTER THE STE SPFCkFTC DRAWINGS FOR REVIEW A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SIN, NF TONG CW)UG*H TO REACH nHL MAN STRUCTURE BEHIND SUCH PANELS (a) TNaS F.E D. SMALL BEAR THE DATE AND OR,6NA. SEAL ANO SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A1) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT is) TO CXLST1NG CONCREa %DQK WALL ASTM C-90 Ia SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4' • TAPCtRi ANCHORS A5 AINNVFAI-MOUND Br I 1 W BIIRDEA, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL SWRSE PLACED FOR EVERY OPEN#C LABELING TO COWLT WITH SECTION 17099.3 OT 7/E I 4- • . 7 8- CALK -IN ANCHORS, AS MANUFACTUREC BY DEWALT. INC / / FLORIDAIBALDING CODE. - 1/T'f K 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED 8Y All PONT SCREW, BOLT A SPECIALTY CO - Ili-Ip PANE131ATE FEMALE q AND PA4ELWTi PLUS ANCHORS, AS AMeHLIFACNRE4 RY iLC6 CONSTRUCTION PPronrWU114Illy - I/A' A ZNMAi WUN ANCHORS, AS MANUFACTURED BY DLWALi. K, H+� A. T,/A-T 9 T) MIIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANEWATL:a AND 2AAHAG NALN ANCHOR, INTO THE'ti�GfNs"V'•,;f9 FLORIDA BUILDING CODE Non High V'WIOC) NUFNConO Zon• BLOCK UNIT SMALL BE 1 1/4- 9 2) GALA IN a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT- N0 „O., %,�44 7 7 .Imo "L�, .W 24 GAGE GALVANIZED STEEL STORM PANEL w. STUCCO SHALL BE PERMITTED. 1/4' ►-20 SCREWS USED SHALL DE 1 1/2• LONG MINIMUM SHOULD�t.O FXISO. * L11 --- � - / .,/VIA- ANG I' MINIMUM FOR WALLS WITH NO STUCCO. �q: - l ; 9. STATE 1 L E C O IEt ; PROTECTION PRODUCTS, Lw' - / W3) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS RE FOUR f'(OR11 - T.A. ,�StN•` E,"Mr"I�'iwW11a Om+PIUW �r� IAm1 EXISTING WALL. ANCHORS SHALL BE TONG ENOUGH TO REACH FNE MAN STRICTURE EEHNO SUCH P SO '6v �' HAA.r "�tHY 20-175 S/ONAL � --Wr1rF�..�� -• s_I}SM) -T3N6 rAII: (P6.=_rAO ANCHORAGE SHALL BE AS MENTIONED IN 8-1) AND :N 8.2) _ � .. ..UTl'4 - I, RAL lYOYMwL , MI ".•"EMIT,+ „L"` ,N PF m11_A„ NIA INOT I R to INSTALLATION INTO POURED DETAILS CONCRETE OR FOR REGULAR PANEL CONCRETE BLOCK .17 STRUCTURES --Oa E�lIf■TAG POURED CONCRETE CONCRETE BLOCK PD,xsED CONCRETE C•ICRETE BLOGN REw•/•RE. i - REQURED. CONCRETE ANCHORS CONCRETE ANCHORS / , (SEE SCHEDULE ON 4/, SHEETS 9 THROUGH ,01 'Mi C' ,, (SEE SCHEDIAF ON {i. SHEETS 9 THROUGH 10)EXISTING .', o EPIpRR POURED I _. , CONCRETE BLOCK ,lNti-mlr 1 '. _ I/2' ' 1/4' 1 ,/2• I1/4, REotARED _ „tR0 ¢HEAD !oC iMAX _ . - tllll. - ---- { - CONCRETE ANCHORS :4t -,, - _ I - (SEE SCHFCKU ON I I EC I E D 1 SHEETS 9 THROUGH 10) ' I - _ ; i E ' E i i . „ .., .. I / C) ... I I E CI I i /� i r tom: t... . .I. E_ MI; A -- 1 - INY-LNr F..., _ Sd , r,@ a oAAM. 0 E Ir .:.:. B I ;._ ,/.Y-2W1. .-- - .�]. aan r r- - uTO 1 I I1s6r4RAnoNT �'-- GLASS. , I68we IIYaTO =4 sePARAnaN GLASS, A I(�Ta INM1. RaOHORI F-h �;4-_j I 1 IXISTNG(SEE SCHEDULE I fNE. f-a) 'L' M..,6(SEE SCHEDULE 1 1 1CUSs-'•"�ON I SHEEP 3) I H PAIL LENGTH 0 ON SHEET S) I ,1 1 , (SEE SCHEDULE IT I 1 sEPARAlg11 'L' L1m E f0 cuss. 1 1' LEN 1 I 1 CONCRETE 1 ON SHEET 3) i 9 IT ,A I PANEL LENCn+ (SEE SCHEDULE 'I PANEL TM, SEE SCHEDULE(SEE , V I SCHEDULE ON t -ULE -- A - ,-. V SHEET , SHEETS 9 THROl1GH 104 1 I `1 N I N sox EXIn } ,; MAX 555 . DUt55 ! 1 ( r } ED I% ''::N:: jiSi ,'`r,.�;'Ifo can � i • . ,p' DC r 1. C. 0 1 - j E.G.EO 1 I I I Y T ' jj 1 �5 L 5 � i � Ep �EPOURED OR N k0 12 T/r cc ) OR , CONCRETE &DCN I ,' pEpU1RW. - 1 r ' 1 , CONCRETE .NCOHORs t , (SEE SCHEWLE ON ' ') _..- _ ` v -FU---ED- 1/4.,-IiS IL�I 6 17 t/r Ot -- AREETS 9 TNROtM:M 707 1 sIT • I ALTERNATE - t Wn. _ ft W// (,q ONLY WHEN BOLA Jam.. p LEG LOCATION '., .P' Y ti4J SET i CALK -IN AN4�4.C�7H�•ORS USED iANCHrORS � EXISTING POURED CONCRETE OR CONCRETE BLOC( ALTERNATE CONCRETE_ G POURED CONCRETE _.-OR CONCRETE ANCHORS' PANELMATESARE ARE USED. REQUIRED. ANCHORS CONCRETE BLOCK REQUIRED. STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 TMRIXIGM 10) SWEETS 9 THROUGH TO) YY - N IO SECTSCALE 3/8-1- IuA8iS7A 3L� SCALE 3/8-1' WALL IIIIOIJNR8��IECT SCALE 3/8-1• MOUNT a"�ArLAIA� T%(��!a P� T .• I 'i.. • DENS ',�9 FLORIDA BUILDING CODE (Non High VolocitNV Hu one Zone) CO. r EDGE DISTANCE NOTL FOR COMBIIIL�� SEL`T10N5'. a ' z �- 0. 44167 .: -_'- * ' STATE ��'�z_� A.OIt TAB Nr. 24 CAGE GALVANIZED STEEL STORM PANEL I L E C O IMt GLOBAL PROTECTION PRODUCTS, LLC. CA IMa (SEE SCHEDULE ON 10) TOP & BOTTOM MOUNTINGS GAIN BE '���'` = NF(ORIO* = 01, ONNE. R13eE t4", SHEETS 9 & COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 'Ai" 4 p -. • •�?\ A. A.... Hw aa,.•.r.Iroa W. M1w A-' LAND rt-1Ar . QR P-IM, "II.M[: (X•.);W- 5.a P. (E.)rE-Ctl7 20-175 Dtw1Fq w. _�_ TIME. i TIL.t/aTt In4T1R A Nun A.. Pf. m �„r ~ ,Ma91 it I gap . Or M fie a)^ W N Cu N U N O � -0 L = CU ca. 2 C CO -0 a - .Cm U � Cn c = CIO - U /� iL C 0 0 'i CU Q O U- �/� � O / \ `O = = TS O Qn CM a) L � L C W d i CU O ''� ^ ^/e o ... 1---0 . C U) Q - &4 = :X N 4 C'V Y a, ly � E = = mc",=•a r 3 Eo 3 L = .°7 v d C d= Cm tC H E� C !O O { - (i - 0 4 M� w J INSTALLATION DETAILS FOR REGULAR PANEL Ct) INSTALLATION DETAILS FOR REGULAR 1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL I j) INTO WOOD ALTERNATE CONCRETE wooD ANCHORS �� 1, '. _ SEPAAMT04 _ I ,r� __ I _ --. ANCHORS LOCATION N, 1 TO GLASS I ''' -.- _ COnICREIE ANCHORS (SEE SCHEDULE ON SEE SCHEDULE On 'I _ (SEE SCHEDULE M 1/.'4-tur 4's8` (IWin } IXISTONG _ _ _ - LOCATION ALTERNATE LEG (SEE SCHEDULE ON. IX,SnNG POURED CONCRETE. SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE II t/PP-mrt' H _ SHEET 11) O sSA,)E21 NIMo eats F ON SHEET 3) 1 �S�7s w A. OR _ •R9 • • s/c a.c I _. _ _ L _. _ REQUITED. STRUCTURAL - SHEETS 9 THADIGN 10)• OR CONCRETE BLOCK REQURED. BLOCK I - .. _. )• .� 0�is„H o.BT F-El ADEQUACY OF EXISTING WOOD - - cn aF/ IROUREC. TFRNATE LEG /'.': V-_ _ _-H E1' Mo.. BF/IM TD BE CfRTIF1ED 8Y _5;i"A CONCRETE AfICHOIIS H 1 EXIS �-•1 +. - REGISTERED ENGINEER OREXISTING POURED-_...E'D'= i LOCATION WOOD HEADER }!i - - W'ppp ANCHORS �I= CLASS --I PANNEL LENGTH ARCHITECT PRIIX7 TO SHUTTER / ._S.�'CONCRETE REOUNI[D- : '. ( SCHEDULE �,r�• REQUIRED r• ._ t 1 SEE SCNEDUIFSHEETS 9 111RDU.AIC i'`L I (SEE SCHEWLE ON _ y'-.-__ _ ON SHEET I NR NSTALLATMON. )yppp ANCHORS ALTERNATE WOOD ANCHORS _ -. I` u;n. - L.- �� .f5 .F .. _ I tan I.a1,' OIDI rWHRr ,FAD - _.+ -L - _I .. ..I MIX. SHEF'T lT) E... I.... i 5PAt2:R (SEE SCHEDULE ON (SEE SCHFEDULE ON`� �4'A•'AtaL"DtN ,EN' "iocYl a}� YEO - +-- ES (D w8f oo /FH�,•,-.,;Y !-r j 1/4• ' .,,. '.. - TD -, '---RW •IA00t TEN ICAO. OR I :;; 1/Y ,1(4 . �If2- --' SPACERA^ OF 1- SHEET 11) SHEET 1Q MI - , ED--�-ED i/.'PA SS W8 r/ Mn -.. Wiz. - CONCRETE ANCHORS ": '. I .•'3a1' SS rW y NUP ,- / - • 7 .c SCHEDULE I -MAX M LENG-H 1 1) AN1c , :;. lT TIC. _ WOOD NUDER ' 1 I_.. _. - I `1.__. I _ Fd R I1 4' 7 t/2' 1 1 (SEC SCHEDULE ON- c ,R. 1 - 2 I ' REOUREO Y' A I EOH - _ _-_ 1 _. SEAL, q �HpEADER_ - _ /2' _- _'_ ..__. _ 1 �� 1 SHEETS 6 MRD(CH 10l , , � -' I 1/4HI-m.t' 1 Ep I i Alm. I ui+ I I - - C ---_ 1 /� .-- i O . N t/ Y- ( I T II F-- 1 .?;. I i ss 0 -can I F- � :. I I �l EO R - Ex15TM)G _ 1 12f N I -/' T ->A 4 ears 1 \// I ED I WRP• 5 I!N- o.c / I i' Y.a 1 M - 1 r I ` /I PANEL LENGTH -j ..i _ ._ 1 GLA55 -1 `v 1 1 1 r • s 1H' oc SPACERS SSffMNNCG� �1 1 �t r E 1 ,i ( I % ,. Yin. (SEE SPAGER I IRn. _. '1 S� `j SEE I(OTE BELOW FOR LIMITATIONS FOR /2• ; MNt _1 i (SEE SCHEDULE ONWOOD ANCHORS - lan. (; 1 1 ICU CL/5 I i I /' 1 ON SHEET ] V 0 I 1 I SHEET 11) 1 t..a'P-gas /✓/ S I Cl) 1 /�,'� 1 _ 1 'l SEPARATION I fy} t SEPARATION I 1" MAX I 1' MAX t t/2' LONG SLEEVES. PARATgN ro} ` III :s ,an « `% , , 1 f i SCHE t C FST 1 Cl) -� `L� , t t f / TO CL1L55 I {� 10 GLASS. 1 PANEL LENGTH llt I PANEL LENGTH --I GLASS. SFF N I .IL,. on FOR nra n r0 GLASS I IJ.Y->tit' 1 ON s1EE75 1 (SEE SCHLOULE 1 1 ( 1 SCHEDULE 1 I/4'P-2a1' rr 1 • - ( (SET SC rDr 1/f.-X0.1• (SEE SCHEDULE 1 SFE SCHEDCT J� J , i I 1 IWaA, O,d Y-a j - I si sa3 r 1 ON SNFET ]) ' r D1 SHEET ]) I ON SHEET S PNEL MATE FEMALE q OR PAhiEI MATE 1 ON SHEET 3 1 si e604 r 'L Ma.. -' (SET '3REDUL4 ON +® I AT M t>o.Wt® SPACER j I ON SH[R 3) / 1 ) ) �! jQ0 1 Mm. SEPARATION TO TAASS_ , O R �' I A A OEIM .. , ./N+P-sat• 1 ;' 1 Pttb (SEE SCHEDULt ON SHEET TM) 1 "" - . t 'y �R, Ir : fi SCIBDLRE ON SHEET 3) t 1Xlgt �2 5,r� •L- No 1 1 I PANEL LEAIOTN 1 SEER 3) tLH M ,w•L 1• MIN. 1 - - YA i I IU3" Id Ira 1 SS 6aRp+rZ.Nr�r - PUE ; P NGnI 1 Wn. i (SEE 51EEIETD3)E j [��;,/ 1 H am F� (PAN LENGTH I SEE SCEDULE 1 ��.,1( i (1 ODIom a0H f•e•) 1 ,1. i AT t SFPAMi1pN 1 ! ; LOON l -c 1' MAX 1. _ _..._ AV _ ; f (It tat0i�`wLa (SET SG/,muLE It SEPARATION 1 EX6nyG_) �R 1 -I ON SNEFT ,q � -1 �,l 1 { I EX'STUdG� .. I ImIN OIU s-47 F"ASTING__l i0 PLAT• WOOD ___ r _ _.. ON SHEET Ix H(; NN4Hn a017-h ON SHEET ]) 1 TO C1.A55. 1 ! C1A55-1 , 1 `'4 I 1 n tc¢ - M -- M GLA55 SEF SCFIEIXAE _ 1 PLATE �WWEO , f M ( SCHEDULE GLASS - 1 iI (SEE SCHEDULE I 1 1 I _,-....A -'� -;_-.' r ; -.:Y.. - -T i i :�pN PANEL LENGTH SHEET s) : -� DIRECT MOUNT W/ SPACER IAA I- F- i. -I 1I Cn 111 -"-_ P _. SEH._ _ 1 ON Smer 3)OF , I I`r li o< 1' 1 I .-- I_ / _ _E_. I. _ ,-� ,. * I A_` ALTERNATIVE 2W' c� 1 ( ,- A - ._ _..-:_ _. _ _ _° AY �'- I 1 ; MAX. t ` ;� i MAX i - 1 1) �._. I 1 ,.J -� - 'l5Ar SCALE 3/6"1' 1 i ,IJ ; _ sox7 1� - * 6� 1 1 I S I I I g I I _ __ -�-II 1 / SEE TABLE 1 ON SHEET / t FOR MAX PANEL LENGTHS & 1 I OF •L' 1. r'I 1 1 E D � ` I SPACER I ( MAX F I , 50R f r - I • 12 I 2` O.G. 1 rL t U E{ EE 1 I • 1 1 C. �._ _.1 1. T E D LENGTH I Of •I' I OF 1' i I MAX. A.O DESIGN LOADS FOR THIS INSTALLATION. 1 1 MAX 1 EO I L-J I 0) II 1/.r I I I r-I : 1i MAX. - I 1 1 I _.O 12 t/2' D.0 1 - .- .•LOT ____ 1 _ I 1 1 A NO FNISHI 1'4 1 M I I/N'r-2011' 1 L1.1. I :R'•i/-ems• , I 11 . !_; I I -_Mc. 1 1 i I E10 A 1/2' ' I I I.z C L--N - 3/4' • 12 1/2- D.D -E .1 • . v.' .c - _.__ ._ _ ss,11EX MtFAo eaa CONCRETE ANCHORS CONCRETE ANCHORS H N 1 I ( I __ __-.-__- , ALLOWED 1 , EO A3 (SEE SCHEDULE ON (SEE SCHEDULE ON -1 1 ED I I 11 I I M --- {t !- r • 6 ,/4. 0 c DOSING POURED � �� L I _ WOOD ANCHORS Ik Ik 11� (7 CONCRETE ,� " t} EDGE D WALL OR Sub S"EFTS 9 TH,E000H t0) SWEETS a THROUGH 10) � I (�2 1/8• LONG MAX. AL.UMNUM � 1 STAGGERED REQUIRED (TILT. CONDITION) _..k. 9 E - - - STUD w1cm a IMY ME 1 1/Y I" F: _. _ _ - O SPACERS • 6 t 4' O.c. VALID F,XT�RI H 3/• EXISTING POURED CONCRETE ALL DES L AND PANEL I * (SEE SCHEDULE ON 1 j -_ _ 2-X6- WOOD �.. _ _ ____._-.__-_..� SHEET t1) _ - 2'.4' TYp04 PUTS - L -on CONCRETE BLOCK EXISTING POURED CONCRETE IENGTNS PER SHEET 3. 1 (t)MU LAM 6 LOU 10 A ONE /IORY RUNI63 WAIN MS-o' _ - DECK REQUIRED WOOD ANCHORS OR CONCRETE BLOCK MAX LONG PWINW SPACERS • 2 A4' wop0 4 j y{jg � MOUNT (NPR 6 A RS RCnON Ilgt NOR CONCRETE ANCNorts \\VV REau REp. �- REanREDCU(SEE SCHEDULE ON - __ - . RE,%IREC - / PULE RElUIRED wOOD ANCHORSK"m )' SEE SCHEDULE ON _ _ 3 4' SHEET I1J a- E.D. - 12 I 7' CC. (SET TABLE N1 ON .. -.-. _ 2'K4' WOOD ( -_. / .. ' I• MIL aYAMtION w ,X.4S• WIOIDATID ! , - I CIWpILY epG1m al 9.ET ,t .000 ANCHORS -. SEE SCHEDULE ON SHEETS 9 THROUGH 10l SHEETS 9 i 10..) STAGGERED W/ STUD I ON aasT 3 IMY R RmNCm w t/a' AS i 1' '. _.. - PATE REOLXRED W) ANCHORS OORC TRW OGwOm11 a P"a um RSWE O OP SEER 11) - (SEL SCHEDULE ON tI Lan AS TIE FOLLaWuO IXNOtO/6 ATE I WOOL WTE MUM) VVILL RE WPM WOMAN AT 8 Ile 0C. SHEET 11) oowuto WIN i f_ _ - --- i CPR; i} AtSB.LTor nWM u , E' o.O. srwvo "IArm w 1 __ _ .. - - `-- " .. _ 2' Mm (1) ILAM AID. -0 PRE661A■ RAlra ■ .•a -•s KI. I (3) MX a em FWm LO,OTM L LM P w E' Al ANY DPt1AN■ I SCALE 3/8.1' SCALE 3/8-t' KE L A RL9R "), TROY IMLIDI PANEL 1a1C11• AlOED dH SCALE 3/Mt• Cn .71LAIYIAUM ROIaI PAIIp LDIOWH 6 tXHMLDIAE• 9uT ,$). ■ICU WALL MOUNTING i (3) swell FARO OSCILLATION • aar N) 1 1/7- IM SAACER COMPONENT 9a awl BL As mocum ON CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING " ALTERNATIVE 1W Leo AN nmmo Ao.o FRAME WALL SCALE 3/8-,L aET E B■TALLATON a 1 1/7 Laltc aWaR a is afar ALTERNATIVE 4W WTA PMI INTO 20NIN F 2 11 3 At oMOMllVM A 45HM !SCALE �7�-t• t_706 sT"Ottw wO nt smo LIME mNRg1,Y a RE FLORIDA SCALE 3/e-1" (a) .AIAutW WLa 1MaY edt ,HMO eJ■o•■ WOE NlfilRlNy SCALE ]/a=r IHMHHHIRyrr f2 11. 2 . 3 rOt ASTY t ��•,........... T 1, vA r`rct `s FLORIDA BUILDING CODE Non rn h W13olt HurFloorn Torn �� A. T!(4 - -'- �- RORIDA BUILDING CODE Non HI a} / LtiCENSF -✓� = LLl N Qy ✓v - p ..............T t S - y�.. CEN ' •. P 1�7F5. 3A:' �CEN .,q h VNoei HuMeon• ton. NOTE FOR COMBINATION OF SECTIO- - NO• 44167 . = FLORIOA BUILDING CODE Non High YadOC1 Hurrieorn ton. 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D S *: 0. 44167 's a2m. T..TEEG. Ac. r>r. 1. INSTALLATION ARE ONLY VALID FOR MAX, A.5.0. ; Hue. aEw. AK. r1. TOP & BOTTOM MOUNTINGS CAN BE ' * HH1mo TMT=' .HG r'.. Q 24 GAGE GALVANIZED STEEL STORY PANEL CRAM a, NOTE. FOR COMBINAl1ON OF SEC71pN5- DESIGN PRESSURE RATING (p.s,N) AND PANEL LENGTHS = No. 44187 = 24 GAGE GALVANIZED STEEL STORY PANEL OIWw a . DESIGN PRESSURE RATING (P aT) AND PANEL LENGTHS i STATE OF • s 24 GAGE GALVANIZED STEEL STORM PANEL � N a * t• * •. * o C * * z C BINED IN ANY WAY TO SUR ANY AS PER SCHEDULE$ ON SHEET 3 - 0 -__ / C mM/ID» 70P & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR OM NOTE FOR COMBINATION OF SECTIONS: $ ' *- wM/2o2e INSTAL LATWN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ': •N' �(O - - _.z,l_ E/fl/207. Z E.D. EDGE DlsuulcE '}'a'• STATE 0^r----=-'-'� 1 L E C O EEL. GLOBAL PROTECTOOt+ PROOUCisf LLC• TAW; COMBMEO IN ANY WAY TO SUIT ANY ALTERNATE 2W'} z 4' STATE OF, _ Gl08AL PROTECTION PRODUCTSM LLD. - -_---> / GLOBAL. PROTECTION PRODUCT'S. t1C. q . / = 9' I L E C O I Mt. art. MEMBERS TO BE SIR)iHERN PINE No 2, W/ SPECIFIC �£ _' / I L E C O AMC- as (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE F p , " �[ '- -- Mm s.x a, swFa INSTALLATION, % D N(' - MOO z.r. 51 sTRm / MIIo S.r. sT ItIEET 'i of , Cl)RND . owND "n ,E w,4 s ..GRID A Das oENSITY OF 0.55 oR EQUAL. 'I, ANALE 1L a eaLeAWY Z SHEETS 9 & 10) COM81NE0 N ANY WAY TO SUtT ANY z�y,F • •... ''' 6 ! 't47 r r .a r Na .Ma..wa . MIa 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . ' G►Ro ... w a. NM MA WIYY alma K OIa DrC. FL ]VA ANNIINHHII..". ! lA1-Z.H,% .,. � a m - , rt SO A20-175 INSTAL.LATTON. 4 /O A •rC P A...'RMM-www .LaR "I_,sH W.ala tASN7w-7w, FAT: fsSM)er-6TST p�W�ft MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC Si •'.A, ft-� ..�„A, ',...,,,,,,, /N/IN1M1 nNR/alE �� w r rA.. tau m-Wto ,u PIN m-IY1 ,.TREE; WHXWs-TSNa rwt (E4)WM-67s> 20-173 b,. Ir , O,N (93. 75NA fAl (93.)aA-6i1 mli rKRII I.S PF b mw DENSITY OF 0.55 OR EQUAL. NINENIMBI n;eNtAIF eA-oowl4 N.st.l r .. - r 1,1M,•■ '* A st.WISKWMTIWE/att 'A aP o-I• orwrHo u. flltEl s R to 1YAULI A TAUT J... Pt 7-Mr al[p e d Me WK A TORT Jr„ PE m fl■tT O W 1• 441 17 SHEET NO. SH 1.3 _ 11 _ I I I r _ _ I, I a .... - lirir •'11,gmAR I 111m. END CLOSUR S DETAILS FOR INSTALLATION IN POURED CONCRETE NCRETE 8{tQ Q jOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & - TANG STORM PANEL I5YSTEMS T r I r (��) (/7/�POURED a .. (T OR "+:_7 KJ z• s r a .ftr 3105 "- 00 - VANES 45 S Lfali _ Qa4`nED SOLO-T6 N.LO" taHT 4LW. aY , ANaE MeH , }/a' " -,y Cl 2 1/2" TAPCOM O ,2l O.t.A ._._. Min. 2r Ii.� F ,AAA. POURED 1.OIR+IEIffi tbNCFtfTF� BLOCK 00 2'N' WOOD FRALE PatRm WNC -- .. I j I I/41 x t SJt zAPCaN ? I!2 f"' 3.i 4@HARED. CDIICALTE Bt aCK b_ _ '.C,CR O #x• 0. I f 2 I. .___r-, �j-i- 2 R4• WOOO FINArt : e DR t _ n rsMl -' REO.� ED '-'". r ! A' GAP �' / �� J L t 4 . ra'r , 3 r I FLd AWKi I / �'* 12' ANCHOR - l CAI L 7'. Y. D55'10 N 1ERFUfE LEC LOCAtIDN e 12" , - _ - DC -- VARIES ;). `�--'/ -. A a S' • Q35' FAtU. 7. ',1 ! = - 5 Mat 97<. L ml U �) Kw. AMaE at . _ _ a I Mt D1O S 96- S4 SHICCT E Tv s..s 1 POURED R 2'. W OD FRAME � . -BlOC1a dt fi11" waOG IRVR Y % a' % " 7 TPA' MIRK KW. BFM PUTT .12# _, PtOURFD 311a-H/4 OR 1 \ _ {. � :' 2- GILL I .� I 2 2 .._`1 I e061-T6 AIIO,' y* �I /t!r com. it µi al ; s11 1. 10 1 - s s,.1�.-.C..s s.. :,.�«.,.,.ate Mar OAP ' « _"_- f. tie 1 acts a• + 1' .:g72' a tr o.c W/44CKNUt MI, ALnt &,I= C Ste. A (�P SASE B {,Pj„� CASE C ,{QLAN) SASE jZ"{�LAN� SCALE 1/4`.1• SEA.€ 1/4°.1• SCALE 1/4'-I• SCALE 1/4•.1' • __- -- I .. L SOJD-SET OR CAu-n L OR RCD PAxOAA1F \ �T � (�7•,�� POURED CONCpETE.. 7WM AT 'TEINAtE O AND r- \ I, ---',' � (q OR WKItEtE tlOO1 TOP, DUMDUM as PANDMATE ND (6Ei t ,a I.Sx �`r POIRED CC.0 .pI I �i 0R 2 N• ,HOOD SIOCS N OPENING SCMWIE ( SLEETS 9. ... - (MN. PAKCL x•N DRAY[ $'5'{ a �, @ FPA18 �O4WFD AS 4PRICABLE w 4 i t) p11 .� .pip CORRE'fE• CMCBM REowRCa I "t C2: 1. ;. � :. x„ ilom aR 2`.4• WOW FRAME '. I , }•: BED'IAEO .a `^°' -._.(2) ORI \ `WARES � .0 \ * t C N �pr� PWJuJ FARKttiA m 5. v L I 1, �- WALL (NEVER CUT ENO PMwELL - x . 6.0 DISTANCE ij s_'� s' 11 TPALR 1 ..ss a.�sasee U"sa� i / yMHHHtNNN�A VN'1J� - -`� ' ! a •t�w,WK�iri`i'F` A.7I( y �. (/J i/ �1 !' at aA I s A= �3yS % SCALE t/e-I' a''+,,_--J''r '\..��f 4 Lan, t/ vAMY FOR olf?ECT MDUHT NSTALtATxkl ONLY $ `; r 4tCEMyS• •'. E • . CERTIFIED PANEL INSTALLATION At WAYS W/ 3 :' NO. 44167 `: 2 SURFACE LM VARM.7)ONS NATION 3/4- z * 1 * . # FLORIDA SUILOLNG CODE Non High Velocity )HIM cone Zone ASS E E (P(, Nl CASE F (PLAN •c « o TKTm Rc F'. ,. i4r 24 GAGE GALVANIZED STEEL STORM PANELDIMAN C? F W. SCALE I/4--1' SCALE I/4`.I` ^•`•G ar ll)RID `1�4. -. !r d Ol/2TfN0t0 Srl • .. hA r, N t y GLOBAL PROTECTION PROD!lCtS, LTC. DALE: (L E C 0 Ilrc. AJ HF FN,I{M i Sam S.W. a/ SLAW TALK TESINB k RNt RgIIPAHIT gAVw. rl wr1 ! 2d•'4� N`..a. tta t.1r laA uAArt aNONAA I af,N 20-175 am nt-OAP a.: am A7t.IA1 FNO-L (W>A)M-?SW to 05a)814-37i7 / I,OM"4.0'K ol.ww NA: G-m68719 tM deer P£ �M✓9tRA111N1W [ APLIER A no J _ P.E.. KA ,Fii - Nt >IW[7 B K IB MAXIMUM AI DESIGN PHESSURE INg (R.s.f.) AND CQRRESEONDING MAXIMUM ASHOR SPACING SCHEDULE FOR REGULAR STORM PANEL rl'j INSTALLATIONS INTOO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX, AS.D, DESIGN PRESSURE MAXIMUM ANCHORS SPACING MO ED. - AS SHOWN ON SHEETS a & 7 A"tICABLE #0 1F1WA / t ANY C�OF THEM M PANEL LENGTH It*tP.R.R.) III TAPCON TAG WK V PAFEI.MATE FEMALE IO PANELMATE PLUS WOOD DU51p((G ,r 13" 3 13^ Tr 1w (TOP) t " 3 1 3 ( olRi a ! 2' / _s•15'3 _ 61 2" / 1' e 2 / 6 Ile f i /Y tTDP) LESS _ B -- 13 u . _ e e _. .._ +i a 8 ifl' B e 1 _ a _ 12 7/2 6 ,/4 ___ _' 13 t) 51-) _._Lass3w)a OM OR LESS e" a 13' _ (TOP) /.,��.�..�� 11*-Ir 13' B T/Y_ W (lOR°) -._ Ir 13, �t3• 13' _ 1. __. 1w (wrio E) 6 1/2'- _ 6 1/2'- 6 t/Y _13 6 1/2* 6 1/2' ~P 20-(top) V.-.._ - 6 1/4• 12 �j2' 1J/• i6 - OT (8•) >5'-0' 4 if2' a" 5 //2' 6 1/2' - .�-� iW (TOP) 14-e 4 11r V 1/2`^ 7" 7' 3W (80TPOA) ,0 tfr _ 9 7f2' 7Y• --.. IY - --4;--- 6 I/r w mp) 4w [BOTTOM)I. _-•„ 1j. Tie _.._ '1. __ �3• SEE TABLE /1 FOR MAX. A.5.0. DESIGN LOADS & MAX. PANEL LENGTHS WPF7N SPACER01 r,1 - USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 f MALE A.S.D. DESIGN PRRATINGESSURE (p.a t.) MAXIMUM ANCHORS 9P'ACNG FOR E.D. - AS SHOWN ON SHEETS 6 It 7 APPL.Ki1BLE Tr1 / 3 ANY �M�1LL NARIMIM PANEL LENGTH (it.) TAPCON LAG SCREW PANEUMTE FEIAALE fl) PANELMATE PLUS WOOD BASHING tr Ir 13' ,r 13' Iw (HOP) ILO _ I3 _ 3 - Y - I3 B t t0f701N) a 1 2 6 1 r a, 2 6 i 2 a l Y / zw Me) T 7 -- 1 /2 _.. ll' 7 1/1' a` ..... ---.. I.t' 7 6 _ r 9• e, _ - 13' 1 / 2 2 1 B - - 6 T S _ / 4 - . -- . - - I S' 90R !!-LOT-*! 30 tw) LESS (know) ]W eonaM' ---- w _ tT� +45. -45 To +75 -75 - _ --_- _.__t _ _ NW BOTTOM 13' 13` 13" Ir to' Iw (RP) _ Tr- .. _ ... ..13' _ _ ,r _ _ 6 1/4• Iw (BOTTOM) I—-73'_ e,/2' -Ti- t/Y a if2' _ b 1/2• B ,/2" w (TOP) - _ a t/1` 12 1/2' 6 1/4' -To (BUTT!) >5' 13- 5` --- 5 2 9' -- a' - SBO70M) 1J' 12' W13` V _ 5 r2 (7aF _ t3` _ 13'� Tr 13• _.TO' 4W (BOgMIi - C' SEE TABLE #i FOR MAX, A.S.D. DESIGN LOADS & MA)(.. PANEL LENGTHS WHEN SPACER IS USED, USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 T N&AIL A A.S,O. DESIGN (.DUD MI PANEL LENGTH 40 PSF OR LESS 6'-8` > 40 PSF TO 50 PSF V-2' > 50 PSF TO 60 )>SF 5' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE F ALE10 OR PANEL MATE PLUS ANCHORS & Wf StoliillttAMI 1/2' O.C. (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. AS.O. PRESSURE DESIGN RATING tp MAXIMUM ANCHORS SPACING FOR MR E.D. PER SCHEDULE BLOW 47OPFL1CbBLE A MAXRK/1I L.ENCTH (iL) OAK, ASD. DESIGN RATING (p4. MAX" ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW �MPLKABLE wr"m A O THEM MAf1MUM PANEL LENGTH () ---TAPPON SOUO-SET PANCILIANI PLEA IF 7AMAC-10410t OALK-IN TMOON SOLID -SET TE 0 PANIXMAIE PLUS 2yNC-KNUN CALN-IN W W dommmtr J�nm To aalwW rE. W COMBINATION W W Waa,v WCONCRETE wmw R +45, -46 L I 13" U' 1r Ir Ir Ir 13` Ir . 13, 1r Ir I (ToP) W LESS +45. 11 ,asTD-as 13` 13' Ir Ir 3' I}- it 13' tr Ir Ir tt 1/2 1 Op) OR LEss 13• t A 13• 13• - 13' 13• 73" 13• 13- Tr #}' t}' �. tY i (BOTTOM) 13" a `` S - tr 13' T ' 3 I " 3 lr , ' 3 r ` 3 # ' ] t • 3 t1 r 2 / 1 BOTTOM (BOTTOM) 1rr+r 1 r �r i t3' r #3` -IJ- t3' fr 73' 13• 13' Ir - f ' 3 13• i ' J -tY -�.-._--,— , ' 3 ' tr 3 ' tY 1-r t3' 1 ` J 2 (TO►) 2 (6 rmm) 13' 3' '3• 13' Ir Ir Y t3' 1r it t1 1 i /2 2 (TOP) • 3 1 r i' 3 i' J 1r i' S f r 1 3 i'' 13' 1 3 T f r? 2 (BOTTOM) #3' e -. r .-IT,_ 13' #1' - .__.OR ,Y t s i 3 � 3 -.#3' ' 73' 13' 13' _t f ` 3 ,3• , 3 3 (RIP) _ i3' ,3' 13' t1' 7r I` 3 1, J 1' 3 1 r /3' � I.S. S /2 (TOP) a- __... -13:-131 e_..1- 13' i}' I 1 x 2 r a R ._. ._..__ TS 15' 'jf_ , 1 2 2 r B__ - - _-._ • 3 t3' T3' 6 7 ! 4' a a' ..._. _. t 3 13• i3' 6 t 4 ! r - i2 } I2 "ii .}. e' 8• ..j._ i Z 2 ! I e' I - M a a` a - .�_. 3 t 3 11° -.._ a t 1" ! a a' _._.__ t + 3 13 ,3' b i/4" b t 4" / ` �' 7 1/2 - .._.._ f t3 - 13' I3' 6 ifi" 3 BeTTOK ( ) t-�- (*ar) (BOTTOAD .....__-_. S (TOP _ ) (8D1tOM) 8 fieP3 _ a a0'IT.«3 2 /2 2 1 Y S /2 2 2 / 6 1 ! a" 6 1 4' ! 3 (86RW) 6' a' .�_..--..- I3 _ i 3 11' __ 1 S /Z - { I3' t J ,]' -a" r -._ 1 3 t 3 -Tr— a' ___.. 1 } 1 3 Ir n" t' _.__ _ IS' _ tJ' 13` i a !2 - -_._ _ 13 , 1 I}' e' B� .._.._._ _ tr 1r 1 .__. 7 1 !2 HILL- t } - i S tr a t• ___ ,3' _ ,3' _. 13' _ i e_ _ _ 1r t 3 3 1S' __._ .. e' t _ _--.,-.------- - �r 1 IJ' $ 1f4' S' _ 4 (raP) 4 m'.0 __.._. 73 - 13 _...__ t t �" 3 t3 t ] _..____, t' 3 -- i 3 13' _.- y.x- 11 12 ! —,.------ 1/ I ! 2 ti 1/2 n t f4' OP (-FOP) 5(BOTTOM). 6 (OOP) 6 (BOTH.«) t3 $ t/4' it m..� ..GILL i 13' „' ___ ' - _ a 1!i•t6 1!a' _ 6 tf4' - -. 6 -1—/4• b Ifs' 6'11i` 6.1/t' _ -- u' s' ,3` 1G r r_ s T 7 ,/2 5 ,/Y i3• 4 i!2 t (7aP) TO 14'-4` /}• 6` +r ,Y a t/2" ,r a ,/x 9 ,/r n I f2• 1r.. s ,/2 , (TOP) TO P't' _ 73' _#3 _ 1 ,1� - 13` 7• 8 53' 13' Y 9'_ -7" __ Y 3. - T T S'-Wr10 t3' 1,1 1J __.__ 13' IT 12. --'It-t9"f/Z` . B. .. !J' 1J-t* :!2:,3' ` 13" !0 f/1 T3' _^. I3- 12 1 Y / - a}' IS' 1/7 t3' 13- t3' __ I}' e :•. / l'._.- 6• 13'.,�.3 _13" Ir 9 tj3 7' 9 If2 _ 9 t/a 6 , 1' _! 3 1!2 1/2• 9 1/2" tr t3' Ir 1r t2 t 2' ! _va" 9 ..�i3' �tY �9 #3' 9 ij2 _7° 9 1/2 9 1/2 $ t 4' / i 4• �� a If2' �t1Y 7' .1Q t/2 7 1!2 10 1/2 10 112( a #f2' 5 t!r to 1/2 to. #!2` 7 [fZ 7 If2 5 112 7 1/2 r _ 7 1/7 - 3' 7 1/2'. 7 1fY •5 tlY 1}` -#�g' Ir •• `r # 4' 6 f 8 1/2': 7 t/2' 13' 1J°-.},.6- 13° {4 1/2' '' a 1/2` Ile 6 / 3' . _ a' //2' I4 t/2' T (BOTTOM) 2 (TOP) T (BOTTOM) 3 (TOP) 3 {BOTTOM} (MOP) 4 (130ItOM) S (TOP) (BOTTOM) 6 (TOP) t}` 7 IfY _tr-_ ,r _ t3' ^13' t0' tY t0' It' e' il" a 1/2".1 (BOTTOM) /J`�_6' tr 13` 13` a In tr 8 1/2- 9 IIY 6 7/a' t3" 5 1/2` 2 (TOP) 13' 13" i t/Y _._ 7 1/2' 7}' 1r - Ti;' ' t!' tY Ir t0' #o• tY _._ _ 13' f0• ,a• �11' I,` B` L' f3" _- ts' 6 1/2` a I/2' 2 (BOTTOM) _ S tTtW) - - 2, /Z 12 1 2 ! 6 1 a / 6 Ile / 1Y 1 2 / t2 1 T ! - B Ile ! b Ile / t (BOTTOM) r t/2' _ 3' _ - B' 7' 4• _ n'I,/Y _ 8 1f2:i d° -- 4 iTOP) a` - /` - a' - 7 Tr E 4 (BOROM) t]" 6 f/T• t3' ,3• to• 8, 13' 6 If2". tY Ile IY _13, t3' to, i a'13 _ IY _a a'� 11' -- �13' 17' tY n t%2'1/2' 13' S tfr 6 (Tom-�B i/4' 6 /f4' 6 1/4` _7- b 1//` $ t/a' a i/4' _ 8 (BOTH.••) 6 I 6 1/4' $ 1/4' 6 1/4'6 tja' 6 if4' 6 (EO -) SEE $EYT it FOR ANCHORS TYPE t SPACING FOR 9157SALLA11Ot16 INTO WOOD FRAME 9OtDN64. e LMNW.M ANCHOR SPACM AN MMBJtt EDGE OWMICE ARE. INDICATED ON '00 SCHEDULE FOR E-0. Lm THAN, oataym ON 6aNEIru REDUCE ANCHOR SPACING IT MULTIPLYING SPACING SNOWS ON SCHEDULE IN THE FOLLOWING FACTORS- FOR THUS OPERATION M BE POSSIBLE. REDUCED SPACING DBTNNCO USING FACTOR WILL Not K .[9S THAN MINIMUM SPALTNG WKJLIED TOR EACH ANCHOR TYPE ON THIS son" . t/i Eft♦ '14! t/1'4 1/4'. iJtr ANCHOR TYPE I7fmN tall-aT FMPUPPt --GIANT GNA-M omipu H AMII SPACING (N,) 3 3 3 1 3 2 1JY 3 'a (00B„) 3 3 1/Y Y 3 3 1/r 3 Rarma.,.4 eaBN J 31lt a ,J¢' ,. 3 in i ,(!' ACfm UGC mum FACORR 1 >.ir a3s - - _ _ _ - - -..- 2 ,ly. - 01, 04, 0M3 - - - pop - - n - i.m _ - p , -11.. -- i'Ir - _- tm t00 - i.m IA0 SPACINGS ONLY VAUD WHEN SPACER' t5 USED. SEE Tjl@I 11 FOR HAW(. A.&D. DESIGN LOADS & MAX. PANEL LEN�TFr5 WMEN §PACER �T IS USED TAKE &I A AS.O. OEM LOADAW" PWIEL LOOM 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 6`-2` > 50 PSF TO 60 PSF V-10" A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS Wf SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. .--_ __. -_ _ _. __-. _. -. .ANCI10R5 tW SECT04 t ALTERNA1I ON SHEETS 13. 14, 15 *16)..- - _ 3" wx• R-IA/t3, R-2A/13• R-3A/14, R-18/13• R-28/13. R-38/14, D.M.,n, R-IAW//5, 11-2AW/15, R-3AW/16. *R-18W/15, R-28W/15, R-3&W/16. (i)e4) _ -- - 0 0 0 0 0 0 t ---- ---'--- -- I . - f i --_ i --1 -•-Ti - i 1 I 1 I i ! I 1 1 [ 1 ' I 1 r r WAX. I. MIN- -- -. _-- --- - - -- ......_ _.. I I ) i f (USE FOR S.S, @CLEFS w 7 4 t` (LIST FOR PANEL l3]NCTH -1 MAX PAID. LENGTH i DYER V-6 7 1 ! REGULAR STORM PANEL REGULAR STORM PANEL I 6'-6' O +40.0. -40.0 PTH I I W OYE)U.FAP YW PAREI. LENGTH BCE ( / T) , f� - __ --------------- T-B' O +60. -S4.o .at. tJFE SAFELY STORM PANEL 0. P _ OYERIM 1 PANEL tENGOi Bf%. (MHO T) r __ _ _ A A 11 USE 2'-W MN. PANEL LENGTH I 1 4Y-2DK1 • . - - - - . .. - - ... i j AT ALL. IA�WRNiNGS I _ - AT . VERLAP i fA O 6 I- - - - - ,. - , I ;-- . - - [ , y - -_.-.. _.-_- _-._..._'____' I -' _--_-._. _. ___ __._-_.. --- ... ------- - -' -- ? _. (25- -i---- --------,_i------• - - '--- - CHES AT STUO LOCAitOK OLIFE SAFETY..... ' PAN " BOTTOM CORNERS I EL o D.M..(} L LA I _ I ) 1 f .. ..OVERSAF- ..�jp-. -1; UTAT at 4� RW /S. R-2AW/13, R-3AWf16R-H3W/15, 29/1 . R R1/14. 6. 1- w 3' /N% PANEL HT PANEL 3• RUE:•i• N57ALLATIOHS ONLY VALA) FOR WIND Y MN. A/13, R-•2A/13. R-3A%t4, R-19/i3. R-28/13. R-3B/14, - SPEED UP 70 774 m.p.n. .-. -._.-____-- ... .___,_.ANCHORS (SEE SECTIONS & ALTUMATIV€S ON SHEETS 13. 14. i5 &t6) _. - .. _ 1/e MAx. GAP LIFE SAFETY STORM PANEL ELEVATION (t) SCALE i /4 , '- STORMPA>EL (AIM GEIaaP -1 tcu tWILEN) 10, 24117^STOREGP PANEL ... -' --- -_ _' Sao GAP i e ____ :- -n.__ `_rem-,.e _ :__: _-_._.____ -I--- - -_________-=�__ _ - _ - __ __ ___ _ _1trN§- g LIFE SAFETY PANEL Va', * : * a FLORIDA BUILDING CODE (Non Ni h VelocityNUTFIcarm R �a�FS .. D+Tto►' .�w r `°PF0IAEca "` 24 GAGE GALVANIZED STEEL STORM PANEL Du F� SECTION A -A ! CtiG �rt JIG GLOBAL PROTECTION PRODUCTS. LLC. °7!' ---- NBC S.W. 51 symn SCALE 7 4`=i• � ,p2J NNe t., 3a 1WWN RAAKOLL�P-ii. 11RA.n lllta 1G• f I.- . u6w Wn-PAW . M . t m-,Mat WOK: (m)m-nw HAx tw)BY-tl707 MAXIMUM A.S.R. DESIGN PRESSURE RATING (73 a f ) AND CMESPONDING MAXIMUM ANCHQR SEKING (VALID ONLY FOR PANEL(t INSTALLATIONS AS PER SECTIONS 3 THRU 6. ON SHEETS 4 & 5) MAX. A.S.D. DESIGN RATING MAXIMUM AN SPACING FOR Mt/ E.D. PER SCHEDULE BELOW PUf.ABIF / t ANYP1 =MAK tiYiOtN (nJ A.S.D. PRESSURE (v�./K MAMUM ANCHORS SPACING FOR MN ED. PER SCHEDULE 00OW �zo MAxt/UMPRESSURE (R,) TAPCON SOUD-5E1 P TE PAE.r1A7EZAMMG-NAIUM Plug CKK-m TAPCON SOLLO-SEr 7AMNO-NMLN CAJc-RLLE11GtirIO 10 it' R Ir Iles t3• t3' +>rx-AgwacR t3• Ir 10 73' mrL'AomW 1r 73' te' 1or I I ( ,G is, T S• -- aO is, 0 1/T TO 13' * m to O7 Ir $ t/x' ,r a T/2' 7 t/2. 5 I/r it 4 1/2- 1 ) tr I 11` 73' _Ir 13' 13' t3• 1J` l}' t21}' tT" ____ to- I (BOTTOM) 13' s P 6 fT tr tr t ` 3 9" 13` 9' 1e t� -7 i 2' d / lY 8' e BVODY t ) t 3 it' 1T 13' 13 +3 t r it _ _ iT r _tS' - 13' t.•I. a ATOP 7 t r S• 1r t0 1 2 f 1 3 I 8 ?� f iT t 4 Y ! �_ 2 3 T /2 f• - 2 t ' 3 il' i ' 3 --Ir _ 13' 1 ' 3 —ir 13 I3- ,Y i - 3 13' tY to " 2 (BOTTOM) ) _r r r 3 r I n r 9 1 ! —` 1 1I ! /2 'A 6 t ' /2 >sf5. ^65 +75, -75 OR 3OR LEA +7�p-7b +11A-t11" 5'-t' OR Ir '' 3 n" t ' J .. t ' 3 IJ' _ 13" _ tS'-" � _ tr t' 3 1 2 13' _ 10 ' 3 DP J (T 1 3 7' 1 3 13'- _ 1 ' 3 _ / _ 11' 9 / 1 1 / f • ! 3 b' (7pP) -� - - ,2 Ij2",2 1 /2 t 4' 6 / _ 1 4' b / tY i/2 ' 1 1 2 ft - - 6 1 / a' n t 1' / J TIRR1 (B0 ) - - ? t ` !2 it t� R TT 6 4 ! tl ! 4` r'2 2 1 " 6 1 4' _! - - _ s ! ! BAtTOM ( ) $• I,. 1' 3 t 73' a` i3' _. __ . 13• N tJ' 6 T/4' b' TS �_ 13' 13" b l/4'�6 6' 13' _ . 3 /3' 6" 3 _„_ _ 3 13' 8 t!2' J _. � Y tr r ,' -3 _. _ _ t3'�{+1+ S' __.- s 2 _ 2 i2• I.. _ __..i.__ r -• 4" _._p '.3• 51' tl 1/a' 4 T/2' _�: • t t ' 10" _.-. 8 i/1• 4 (GOP) 4 ( ) s S 17M $ (T $(HAT.«� 7` -_A_.. �r 1 3` �..., I 6 Y 7" C n 11Y•. I' 3 13' 5 tfx' - 13• 13' 7' --a 1' S 13' J 71T' _- Y 4 l !2' A' g. �..._ 1 S 4' 9" 1 IS 4.,8 t a ,/2' 6 t i 4 S!2' 5 1/2' a- Y " / 2 7 1- - 3• - 7 i ` /2 7I ` 5 1/2' �_ a ,/ Y t}• 1 Y rt ,r a If4 !2` - I 6' 4 (TOP) (BOTTOM) S (T17P) ,3` t3` - 11' t ' T _ —_ 13' 13 6 ,/4' IS 1J' B 1/4 6• a if2. 18 1/4 S (BOTTOM �.G��� 6 (T0P) n (ROTS. *'} tJ` __.�..... _ 5` - tl' a Ira IO 1/? �tl 1/4 tr 6 t/a $ r/2` B i/a 1//' - - - t3' 7 1/2' 1T ,J' W' ifY 1J" TQ' 1R' 6• tJ_• 6 1/2' 1 (TOP) sr ^ Ir _13' _ Ir - ._S` �6^I/2' S T - 13' 13, {- tr 13,�t-3• to 7 2' / tr to If2 _ I:r _13, 1} _ "_ IJ' 6 t ' _ t' 6 1/2' 9 ,/2' Ir _ t3' ,r t3' 5 t f2' fl' 6 t/x` t t!Y 7 1 _!2•I5 t0' --'I-- 7 t/2' TO 1/2' ""Y If2 1/2' E t/2` 7 112- 13' 13' i-1' _}a aS .,. 4 t/?' _ 6' ffi' eu/2- ,_ f (T�) 1 (GOTEOM) T (TOP) _ 2 (BOTTOM) _ 13' ��7 tS• ____..__L.- 13' 1�/2" 17 t /Y 17 1/2' 13- _ i3' _ Ir 13• 13' 7J• l3" 13' ,3" lD 1J2 to, s0 iJZ - f3' 13' 13- to 1/T 10' to 1/2'11 It f it' 1/2- @' 6• a' _ Ir~ t3 1r Y if2' 7` t (BOTTOM) ? (TOP) 2 (BOTTOM) 13'-�T - - T 1/2 6• 13' _ _ I/Y - . J 1J1 _ - _ 7 1/2• t3' l2 t/Y ____. b a' 13, -f3• Y2 1/2 r . 13" .11'-tO a 1/4' _ _ __ 7 1/2' Ea� 13' t/- 8 i/4' 4' ___ to /JY T}" 2 1/2°.$ B. a"_ t3` 1D IJ2 I/4' 4 ,/2• __ - lO 1/p tl I/2' -- - 5' 6. T1 1/Y B'� -- _. 13 ,/Y` a• -_ 1Y 6 tf4' T -a t3' -T_ 6 t/t 3 _. _-.• T J (_TOP) 3 (BOTTOM) 4 (tOP) 4 (BOTTOM) a (TOO) TO ®•-0• qO r-6" tS" _ - - _7, W _13' i 7' - . it __ 6 t/z' ,r T 1!2`i2 t" f! 1/2` IS ,3' If2 1 S /Y _ S• t3' 6 if4' 7• �_ E' 73' 1 a l2 6 f/a' f 3 /Y - 9` 1S 2 i/2• _6' __B' iS' I It /2 B Ifa' 4- - 8' I t 0_/2 - a 12^'T7-- / 1_ 5 I" t0' i/?• - 3' i. 7 1/2' 13 6 1%a'.6 6 1 _!2' �_T_. i3' Ir- 6' t/a' .2 1 2" _ I - 6'� 1— (tOFj } (BOTp�) a (TOP) 4 (6OTaM) (TOP) 13, 1 17 J2T3' t 3 1] _ t0 1 /2 13 10 1 2 f 1 t 2 / a- IS' 7' S B0TT0M ( ) t3` ;s` - 7' 1` - t3' __„j it 6 1/4'(e _ t3' T/a• 1r _f3' a ,/�'..g 9 t/Y f/x' 1/4` t3' -..1}°....If2' 9 I/2' 10 1/2' - 1 i/2• - 13° t3. tl 1f4'16 6` 14 t/z` I. a" 5 {60T#ON) (TOP) b BOt't.« 1:` _ I �!2' _ 73•�}P,_,r ,) 1/4'F6 1/4' 13' 6 t/4' to Ifa 6 ifa' fr I0 tf2.1Je - 1 r - fJ' 6 7f4` 7' 6 1/4' a (t0P) 8 (�TT �") SEE SIM I I FOP ANCHORS TFFE t Y'APNO FOR WSUAJAT101a WID WOOD FRAME t1RDOM . WK,Uw ANO41R SPACAKIS AND tefthet ROUE DwANa ARE No"Im ON TIE so aum FOR ED. LESS TWO NNWATO1 ON SCHEDULE REDUCE ANONtR SPAC00 BR MILTIPUR14 3RACRa SHO1* ON ISKDIRE of ne FOLWWRR FACTORS FOR T/9 OPERATION TO K POORL FID ICfb SPA M OBTAINED USING At" 5NNLt NO, K U $ THAN tt%NWEM SPACING OOC►tED FOR LICH ANDIOR 11P•t ON Tat scHwULL if41 I/4•r 114'. I/4i_ 1/4'. AMONCIt TY ._ upwo - _-__.. nue ar, _. RKNFLYFO NUM „tfii _ _ -ERN .._____.___ IA - MNtPA ANCHOR (41) S 3 S 3 s'Ir 2 1/t R,tppocm WaBM WjM I^"` (A) 3 .- ] s/2' ]' 3 3 I/Y DISTANCE IILBI Fip/E WFat 3 3 V� S IIY ...31/I 41R• --2-- ACRIY. 619E Down ER FACTOR i I/r *'A - - - - - . F ,/2" am o- - - - . y. pw on LED Oil SPACINGS ONLY VALID WHEN SPACER IS USED, SEE T�(BtE #1 FDR DESIGN LOADS & MAX. PA&1 WHEN SPACER a IS USEn. TAL JI A A.SD. DESIGN LOAD Mk%MM PAIN i1 Loam 40 PSF OR LESS V-8` > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5•-101 A MAX. PANEL LENGTHS ARE ONQ VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1f2" D.C. INSI INTO LWIN DETAILS POURED CONCRETE FOR LIFE SAFETY OR ONCRETE BLOCK PANEL �1T STRUCTURES 1/4"0 TAKON EXISTING POURED i/4.0 TAPCON POURED Kw 1/4"0 TAFFCON .EXISTING POURED ANCHOR 0 9 O C f.5ONCRE7E OR ANCHOR 0 9 D C -, C KCRE'E oR ANCHOR 0 9 D C CONCRETE OR f CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. f' COKCREIE LO RFAUIREO. BCx 11 (/� I /e I ;Y - I1/4- 4FLx.. . _..___) , (, ..- E00 .r 1 �"X'. �y 1-1 ,. i. ' { 1 /. 1 r I' MIN 1 ll-SEPARATION` 1. 'aY-2w,• EXISTLyy„E TO GLASS. t lle x • CLASS -. I. - -- ' 1IA'a.mtt' eS eals e rt Spy 1 h U PERM' WIN, "m 71 Wa+1ABA r•e7 1` MI tr I,' t` MAX- P LENGTH AIL - 2 P t. 1H B PANEL F}a0 (SEE ELEVATISN E 0 I (SEE ELEVATON DK SHEET 12 ) B I ON SHEET 2 ) 1.t I I L/2 I :1 E00 I t``t 1SaVT V ( ' 2B I f= 3/4 i I { a; {�4� SZ, _ 4) Ile* TAPCON ANCHOR O 9' D.D. -Co1 Er e10®11 RKOWRE ONCREP. OR SECTION R-1A 0 REGULAR PANELS WALL MOUNTINGS SCALE 3/8-I- SEE 'SHEETS 15 ! ib RR ANCHOR 1M t"'P TYPE & SPACING FOR RSTAUArows u1TO IAPCOM __ IN1AAfIN "No"" YANG (W) 3 W WOFAME BUILDINGS. MNMUM ANCHOR SPACINGS NO MOMW -AWAMIAWFM aRAFNFA (RA) We'—ft t,l -.;;MA 0. oA) 3 MOE INSTANCE ARE NOG7EO ON Tay SCHEDULE. FOR 6a. t}SS LIMN INgCA7ED ON SCHEDULE REDUCE ANCHOR SPACING ! 3 AORPI MM OMM W I4011OR BY MNLtIPLYPW SPMNG SNWwM aN SCHEDULE BY THE FOLLOWK FACTORS FT1R IRS OPERATION TO 8L POSSIBLE. I ,/2` A. REDUCED SPACING MAP" USINGY FACTOR SNNLL MOT BE LEA THAN �, ... - - __ _ am wANAN SPALRO 010"1ED FOR EACH ANCHOR TYPE ON THIS SCHEDULE r -.. __.- _-. - _ i 1/2' 0.pt!-.. -. , . - 1/4.0 T#n,N - mom O 9' O.0 £ h f £}{,� G6LYR5L4A`� 1 I 1 01 1 t i f//N'A-2WP GLASS 'T 4.l.ta74e. EX � s FAT AIO . I c v f W an r i I gg i SAL. 1 1 PANEL tF3NCFH 1.. Lg _ ___-__ I* Min .. _.-.r-._._: ($EE ELEVATION i ON SHEET t2) -SEPARASTOTR t ai TO CLASS. I (' IF I +b i � ITT i_;F.. _.NAIL I e ED I ' 1 1 I 1 Ii5 j( HM 4• ' EO R •Y , _ ,. - awl 'vp M5. 11IF Ia I D.D Vf A11R>ROR i 9' a.0 EM3TMC POURED CONCRETE OR - -CONCRETE BLOCK REOU/1ED 0 REGULAR LS WAIL MOUNTINGS IKNtNNHG•- SCALE 3/6-," CfIKCREIE DR . 0 CONCRETE BLOCK IREWR[D. _ C1 "I" BA ,MOMS R v MAX 6• PANEL LENGTH (SEE ELEVATION i DK SHEET 12) J) e• I t EQI_ I `tF E01 ---. i€ F4�A MS. BOI /7 { t It i OC. -__1/4"O TAPCON AN.O r0C. COSST04 POURED CONCRETE OR ....CONCRETE BLOCK REOU"llm 0 &9lNdEL CODE f W C3 .= C d C N t, d C C t0 V m C LA-c 4r C Vt A O N In .= N O Q Is, - - N ' y d w.: d O- ,=LGO 3 R d w 7 .V r i20 C 4c ='. fY to C O O d V >_ O w -FG.A a) aD C— a) _ O a)U � L a)a O O -0 O CD ca -0 iQ- .CM U a)W V O -2 i3: O 5-C .O I_- (c O O -r"A LL "........ O Cu > ''^^ — ` '^^ VI L -*sI O L w•�i IA.. — ,� to m O f./- . — CU LIEN f^ Cn a.i INSTALLATION DETAILS FOR UEE SAFEIT- PANEL (f) INSTALLATION DETAILS FOR UFE 5M Y EANELM INSTALLATION DEJAJU FOR LIFE SAFETY PANEL 111 INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCIS�STR i Ti, REi iNTQ ►QOD STRICTURES i/4Y TAPCOK _ _]'DUREa t/aY tAPCON,Er$rNG I,bURtbi - --� - ANCFOR a a`aG: oR ANCHOR 0 9' oG CDN&REIE oR� WOW HEADER �. tM000 NFlDER RKK1C NWAifR W006 tREADDTI T t Cn BLOCX -' OiRRRE 840LW ', 1wROo - .REQ01pE0 . -- EOwFKO - _ I' . _ .RiIX11Rf0 11NWfA0ER REOtIREO }/ { CD G-q 'Jet TAPCON •f4'! 7JNOOI _ Iz TAPCON 1j4Y TAPCON 1� -.-� 14 I - Z� ` F/ACHOR O 9' O.C. , +:, AkIi:RROR O 9' O.C. „ ANCHOR O 9' O.C. 13RiCHO{ O V O.C. _ i"# TAT.!! OZ. F "'-` A�RC•PfOR QC $N O i C s f 1.1 , �r2 A4' It 1/2G f4" I 11 Z f� *Z J / �! � , � L 0) (D ) wX t i -MAX. I ) y,ma I 1 J C2) I I a' # 2" Ile i 7IT• t ' f 1 C D4' t f €.Q+ S A / ! ! t/2• • ,I/4' if , '1 a /2• 1T 4' , , { I JIle I I 1 2' •k - -_ _.__ I f, 2` 1 2' Lli I F a s'. I I MAIL-- -- 1 �� I MATE. 'r ;:. / I ., MV,I. i "Mtn. I - Mm $`' 1 Min. -'I: I Y`,. _ _._.. L {j ' N - j -� I MAN, -1 2, /. � + •- ..' - } / !., t':.1 u I 1 7i I I L$n- � Min. E 1 1 (jS- r I mi. I t f p 1 i I�SEPARATROk I Cu I i—j , 7 1 A I f I a To cuss n. m,• n u -t 1 . T / t ', - LS Ram t - _-. �'it l S.3 Attar d T 1 I Ira ia,• 1 1 p 77 •--� GtA55 a z, ! n a g n >A - r A EA a I L� X t 1 E Cl)`_•r 1 tla•�amr Vy; i�1 I /i'°S i._.1 1 , {,:/ ` -i.�f 1' �J = / n _.. -. ,h _I. - Get ml NNE, B l' I R S 4m.;; a1• it /• '' T - _. 1 *N1 W fx I i Ss m m w I. - ,i ».,' 1 : U TS r n I 1 ,..;_-� _ -1 Bang M I R ,Ltaa OAP 1.8•1 ExtST1t'1it 1 1 IX,S:IyD N I S6 W 8 w Stita ( a 0-Ja 8 I I 1 CLASS FF i N .. GLASS N-: - / 1_-'(Gt1 C1A55 u _ r t CLASS q 14.N G 1 / I A a II I IX1vT1'-1 /• _ r` f f A, to t I A -_ 1 I S 1 t t_ I tir' _: NW RR ww1 LASS ji % 7! -1 1 n it 61t RR RWC I p 11 I O 6 f [( 1 L MAx foot• tAOr r.c 1 T ( 1 1 IaaRA oAW r-Rn 0 t w .r:I'-,i I 1 �__`. I- 3 PAYE. LENGTH N - . , 6' PAWL LENGTH n 1 I i' MAX K I II 1 - 'I.' MAY. 1 r 1 1311a11 afiR r-itT .1 T 't r ILL— .__-.- ..`e{Sf[ ELEV+,TION I I I (SEE RIEVATCN O _I _.-._1 e „-::..- _ _:.- ,- -_a PANq IENCTI 11 - t... - 6...... Y- ii 6. PAF8.1 LENOM II t n 1 f t "L' MATE. at+ ryry E' Rif 1 i' MDR. R'-`- SEE F1PYRi ON " 11AX, a {_ i i" WiY, 1 ON SHEET 12) 1 - { _ 1 , ON -SHEET 12) R ! ... L" MoA a C` 1 : (SEE EIEYATRN tl 1 PANEL. IERI. 1 (' ( tI -. _._ J, _- - -..... -. _ 6• PANEL IiNCM CL 1 IF (`j _I 1R{{ _-..I 11 r✓ T ,PANEL LENGTH ON SNtET' 72) I I ON SHEET 12) it ( PANEL LENGTH (SET ELEVATION p TO OU55. ... I p ,. . _i _! I - -;t _ .G __ - !(SEE ELEVATION p - - I -•.. =-_I'll- =,f+� - r .._1 � (SEE ELEVATION 1 .R __ i _. _I II - 1 __ i _ . + (SEE ELEVATIONp._I-(7N SN€ET 12) a1 ___. - )---- ,I I 'ION swm 12) R L. i I._ 1 1' M ( 1--T ON SHEET t2) I I «- -=d -- __-;r:- _ aw sHEfT i27 I, -. 11- - -----..._:I Cn f1 t 1 �::_./ ._. ' "_ `"1 I ;n. 1 Y n°==- i% -- t_-- A � I E r r i O-- -SEPARATION --- I _ __ t , I � !I .. , 1 0 1' MA,. I _ �f'i W TO GLASS 1 I t.✓) 0 t• Mn. I r' I_. __ 1 112 {{ I II"-•`SEI- M t a--.sEPARATNXR __ , ram/ tl t3- 1 I. FAn. I , - 1 ti '� (, ' I 1) • , N11 [ I'(, 7 : a TO GLA96. 1 1.17 - 0 TO GLASS I r-1 +0N R 0 SEPARATroO - I � I(----SEPALiTx3K_.... 1 f- f•D I 1' Mn.. 1 { - f`- ' 1 i'~ ! 6• Nr 't t `-•' fr I - .,--) i {-, $• + L-�--, i L!2 To CLASS. , 8 � 'j a. a0 ro Goss I N i.s DTI----sEPAr . 1 +! V L - ExISYNNG POURED, E'$a ( 1 Ex,STNG PoUfly: 0 I E s j p _____7 t C* , I 1 I t 1 I U2 1 ,,,� n• +( CONCRETE OW . '. (D r- I - -.. , LOKCRETE OR -; . - - 1 CO. .. � I 1 3 i/2' . F - G- ' V2 ,J1 :. I . '" --__ - _. i I . GILL . _ L__ _fl 141 CONNCRETE aLrJdr T `R* DLwDRfTf BwOa ;, g ! _ , a . ' •' , - f ' i { �� 111 C4 - -T - '1�-" e.�.� REQUIRED. ,; - I a t/Y = REOUIR€D. A '. /� - 1 OILYaI01 E A I I - - : ' ED ! ie W t!1 ,3G EN i e a Tfl ac EO. '— T.. ' ED.- # I f�. _ /2' t�y_ a. N I I 9 iD t'�. V I , I � 4 _ A • I - ` • 1 - . -I -wf%l MS EQ. _ i _ .. i 1 1 t I ( N _ -.. _ R - -_.. _ _.__._.' G•-� siais,jeax. -'I. 1/2' p,a_ I EO _tea _- ___ - ---1 y4 __. _ _ 7_. _.. B ( �:./} _ LJ PLATE WL1gD. . •` 1 1 MIRK N> i 1/4.0 PANfLMATE PLUS ,:: �:. t/a'i PANFIYATI 5 �� '� �� 9J4.4 TAPCTXI -. .. 1G•4'i TAPIXRI REQUIRED •I �4.0 TAFCON 2'A4' WOW ,:. 1, 17 VC PLATE WOOD - PLATE WOOD. .. 7 -jj Cu Dee. ANCHOR tl 12 1/2. O.0 ANCHOR (BEYOND) 1 , ANCNEOt O I. O.C. AX>gR a 9' D£. ,. �. _- ANCHOR O 9' O.C. PLATEREQUIRED 1 ! Si1RCOEREO W/ STUD I: STAGGERED W/ STUD REQUIRED ANCHOR OD O.C. RfWIRED I _ 1/4'0 Pi1NELMATE PLUS _ _. .1/a"a PANELMi PLUS WALL MOUNTENGS Aa *CCD !__- R`x4` ROW W 12 /a o.c. ) e 1a / o.c ( 1 - 1..` SCAT Ala-t" i .m.TE e .`. PLATE AFKNRR 1 iMRCNDR 1 Y ISVC SHIM NSTALLATIONS INTO two{ip W.-ORS TYPT t YAIxIm FOR ».• _..... -- REOUIRED . ,• -- REWREa - Cn MN KUM ANCHOR sPACN6S AO "IMUM EM OSTA CE - •,.. - __ . -3A1 - . -. ,/ • ARE NOWO ON THIS SCHEDULE IN E.D. LESS THAN FOLLOWING FAcrod. FOR THIS OPERATION TO M POSSO LL Sffl4wa REGULAR PANELS �;,,,L� , M AING" D ON SCHEDULE WOCE "'MOR SPRING eY MurnI.YNG sPhcac "" ON SCHEDULE m THE _ _ ALIT ' AM � AEET.�.P-3q REDUCED SPACING MAN" O'er FACTOR WALL NOT ME • - ` BWIBW LESS THAN OWN" SPINDW NOKATEO FOR EACH ANCHOR NN "' NItN,1,N/ H !N NRHA 00 INS SPWPULU HYPE AW1gII its +174t�r •�, EP• A: T..... WALL � A%I. . TtL j f 1KA{ sr,.uE S/�NT.iNGS ?l1k' GENt, rf T 4`�s W UPOON,PUB�:. 'yyGENs�( ..� �k T� s NWW UNL NKNO woo DN) t t ? fLOR1DA BUIND)NG CODE Non Hf h YatocN NUrr)eanr Zom yt.. BENS FLORIDA BUILDING CODE Mon Ni. h YBIoeRy HuFrit:ant Zont ,6 . • 44167 s FLORIDA BUILDING MOE (Non MI h Velocity Nu Care Zone 'eIAWMTNMa L•AnrWts Hwl 3 3 = * ; * • # = Wt0 n1tGp. 1K. 24 GAGE GALVANIZED STEEL STORM PANEL F>. - a axaxB nT13:o. INC. Fx. MOTEL, 22 # I. M + mi m.. WD. rr aARIn BALE ttns>,►aaa D+I 3 =If2 - : 7: 1. INSTALLATION ARE ONLY VALID FOR AS.O. DESIGN Z • •,#3 /. INSTAUATION ARE ONLY VALID FOR MAX. A.S.D. $ STATE OF 4 c DOWN M. = ( , 44167 : i 24 GGM# GALVANIZED STEEL STOtNM PANFl DRINK IN, tc 24 CAGE GALVANIZED STEEL STDIBII PANEL LTG g„ JCWYL �l LIt911Q �W FAaroR S •q SLATE -- ., s. _ 1 * * -- n2/2T/1 F gS .Q. F• --' Nor, D2/17/3*20 •p'• _ - r Dtft E," PRESSURE RATINGS (p.s.() AND PANEL LENGTHS As •, - DESIGN PRESSURE RATINGS (pa. AND PANEL .• t?'• ZOR. •^� .� � Z , yr a� - c pR.- FLORI4P , - ILL E C O rrre_ GLOBAL PROTECTION PRODUCTS. LLC. DIE: PER ELEVATION QN SHEET to i STATE 0 . III. E C O Irte. PROTECTION PRODUCTS, U.C.AFL ) F y GLOBAL PROTECTION PRODUCTS, U.C. ,RIB Iy 7.� - - LENGTHS AS PER ELEVATION ON SNEEF 12. I� rtc _.._ _..... - pl, _._ F IWMT EK n" t amomwWOAG F30TMY 4pOD 3.w. sl SIPliT 2. FOR NEW w000 FRAME CONSiRucT30N: wQDa ,ayL� - t D AMr SIDS S.W ai si'RifT 1� Z /•• ���� ,-��_ �l 1x/•••••• �� _ W 1MW S.M, a1 97AR t , ._.. spa fONAI E A RR 1W, r. a ,N OKWYIaW4W, W nIw nark, m 3W,a (!' A10R1t1 A^C��.®"2<J RP a a w Si tA,r IMBIa I. Atr OAR• IL 3331N 2. FOR NEW WOOD FRAME CONSTRUCTION` WOOD AA N7N AL. // SLIT n- 333ta %Y_. __._ -.a, /' f ty ,�-`// 'y,�r ._rt Ia WN. RY R.R MM4Y M6N4 W DWA aw .m M n H ILL w... L, H a1-,MI. F„ tMq nt-wT, nnK: (wxr/ lass, cu: (9aa)Ine ut7 20-r75 MEMBERS TO 8E SOUTHERN fl: Na 2. W SPECIFIC 7s R •.. _-.• „r : ovu Ao-. a r.: tat w- ® P NHE taRH11-ASRG. tAc (ImMIwnP7 20-ITS MEMBERS TO @E 50UTtdERM PINE Na 2. w SPEC FlC byNNRRN+NM+ A I I.+ lei _Ste— aH- an P aE (".)LOW -lbw FNc t1/aNeK /Ta 2O-17S —-- :'•-. . ..._ Ld .•aa.W«N.A•.. _ DE'.NSITY OF 0.55 OR EQUAL .yam .+'' .•-t a•„W+... +A 3 t - ' G-Om . ie,i MMIPIr aw a — WI OWANMG IN. taA„f Woomlt -. IaWrrl. YR Nb. •. WRw, G-ma7', PE 9DFVVGWFUWA- :aim.." iMN µMIN c ... WMIWM W: 4m n_w WBdT 67 1t4 0r t0 N1Mi11 TIRE/wiE YNE,p A tw.ir A., P.E Wi „-.w. OENS(TY Of 0.55 OR EQUAL es a r II�r 0NN0a,0 Im Mai' Is OF ttl P[. SXAI/&MMTWE/Oaf[ 441ER A 71LLR d.i P7t W ,.r,M tNR1 ,f W ,R J . H a . a SHEET NO. SH 1.4, --"-.,-w - � TO - IV wrgpwl"w� V "-."! � ir !_1!M . - a Q - 0 � V +EZI/18, EZ1W/IB ANCHORS - . - . (SEE SECTION IEZI At ALR3M4TK EzIW ON SHEET 18) - - I MR,, - -Y m- I: "I, I 19 � (SEE " COASEE NOTE 2) ,ft t )-/@ 'NOTE 2) ,E:65� - , � - , 1,2' _f`T_____f_1 - ____-1--� �- -OL kv..U. I � �_ . � ,� E7 . I � j 3/is i� i - - 1 7f __ T ? � o t? POP %1&7 ,,ASI 0ANELCDTC BE INS'ALLED AT EACH OPENING SHALL AI.WAYS; 8 ___� _1 - - 1/2;: "-,! 0 : 0_71 : I I - I PROVIDED W/ NEAR HANDLE TO FACILITATE NSTALLAr,Ot, IF INTENDED � �, ? I : : I I 0 � I , _!� 4 1 _!_ � 1 -1 I ir ; I . TO BE INSTAL, ET, FROM INSOE OF STRUCTURE , i 1 T 1171, 0 �7 : - F 1 "I, 1, 7 It, ? I a I . I I � � , I 1 i 11 ,? i : i , � � I i 1 ! I , � ; � 1 � ! I i 1 ! ; I i i � . q I s j,i-?r i F : I � � 11�111 i i ; � 1 1 i i , i i i A' 7 PER . � I I ! I i ; i I i 1 i � i ; PANE� i �; . ; ; , . NOTES I I L I i I I I , z � - i I . z I i 1 I - 11 i 1 . M�) . - I , 50%. W .... 11 � - � , I . E-Z 14ANG STORM PANEL 51STEM 7 - _� I , - " , i 1 , t: %-*� ;, - 'PANEL)' I i PA. CONS INC Of PANE- , Cont TRACKS TOP & BOTTOM I R R -NEL) UNTER, (INTERID, R (E-No EAFITIF"11 1 I (m) PANEo. �,. 1 IOP'PANEQ 1 . i i I SEE OTES 2. .): 4 � ; i I ! � � ! . � � , ; i i . SH NOTES 2, 3, 4 . I �)) END PANELS SHALLire.8t . I � 10 BOTTOM TWI, � . � I I . ! I 6 W I I I � I I 'CONNECIED I I ! I ! . I . I i OT-4F.RWT3C A STOP tM- BE -ROSIDED At rot, of SLICH � i I 1 I . . � I i I 1 , I 1 � , , i , , � � i 1 I I ; IANU LENG1.1 O`AFff L S I I I I - i I � I ! I I I , I I . ./ 40C 1 , -t- -IV I I � : 1 I I 1 . i - -t I I zir , is � , , 1 * h,-, - �� � I I - N i� I I - III � I - _� , � 7 � -N) IF f ND PANELS ARE TRACK LONNFC-,,DN �u i ; -, ! � 1 i (f,�; : 1 CoNfff,TT�D To BOTTOM � I , 1 I '; , �� i . I � . 1 � 1 1 � I � I i I I I I I � . 1 . I . i 1 r 1 i I I 1 1 SHALL CONSIST OF 1,14'020,3/4' MS W/ 7/8'00/32' WING I � I : I 1 1 Ot : - . : i ., � , , � , � - I 1 1 I � : � 1 , ! 1 ! i I : I L / J!. - 7C., NLJ7 OR 1/4"*x3/4' M.n THUMBSCREW INTO TAPPED BOTTOM ! I 1 1 0 : i I I I BOLT 1 � i � 1 ; I 1 � ! 1 , ! , SS E�� � I ; ! 1 ; i ! � I 1 1 . 5 *,Us EA OVIRLAP TRACK LOCATION OF rAFZTENERS MAY BE AT EITHER OF TWO I � : ! I � I 1 i . . � : � I I - -PLKA&CI _LAT � I t I I I 1 1 : : i ! ; ; I : I I OSE �FC, ftS AS AF - EXTERIOR , FLANGE'S OF END PANEL � , I I I : , j j � � 1 ; i , i i i , i 1 I I I I I i , 1 ; i I i ; -1 - ; i I � � � I , : I so% I ! . i -_ _. - . - �, I , .� ; , , ; - . 1 . i , � . . - . � ,,, (4� IN CASF I -AT FNO PANELS ARE N(IT CONNECTEC TU BOTTOM j ! ; -- -i - i f , -, 1 1 11 I i I i ; i I ]_�! f I : L . . � TAU, TRACK (, .. A ST JP EAR IS ONLY USED AT TOP) AT.1 EAST TWC' � j , - i � � i � J7 , I ; " I :, , i PANELS SHALL BE �ONNEC7EEI `O 130TTOW TRACK L) ING SPECS . ; ; . . ; I i 1 , � � I . I I : . , � . � --f -H--1- --ir -Tti _= 1--�- �--t-i -I I I I I I . r T-- . �-t-i--TT t.i T-T- T T INDI '�ATZLD ON NOTE �3) ABOVE IN SLTC" CAS-, CONINECTON OF *� � , I I PANFLS TO BOTTOM FRACK 41�� OCCIIR AT AW� PANE, LOCATION - L _1 I I Li-i-L -.,J-JJLL _E1 - ___�_ __ __ 7� __J_:i� . I r- . . - . ___�___ . - . . . ' EE WTI 4 - 3: W. - - ,_ _- - I , 4.,, O' SFf 1 4-t INSIALLATfONS ONLI VAUC� FOR *IN0 _`E 'i)""(C I I - H011 .()IT I SPEED UP To 170 m, - - - - - (SEE Sf�'*N EZI & �IFZTNE EZI. O� zI1EEI 181 3 Ell/18, " 1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PAN L (!)SYSTEM (t) SCAtF: 3/32'=I" 2 D~ . f, . 40. GW I , I .�17'(MMI - r/1 . � . � I I �." "'ar �_M iF - V-/ \ 7 \ 7"'7 7 \ 72*77 77'"7 / \ / ,/.� MAX- GAP 'Cl � SECTION A -A ,,,, ... I .... j .... IN, SCAIF ,3/32'-_t_ � !�7 ,"'��:lN. ... , ' ,� 11 -.1 EN `-�fN, FLORIDA BUILDING CODE (Noti High Velocity Hur icano Zo") i "' 'r 'F . . - ' . ,rion 'TrPo. . " Z : 24 GAGE GALVANIZED STEEL STORM PANEL - : . 44 '6 ow- . - = : * .- : * B 2 er -� � fO -----I- / *""' Z . . STATE D iI____ / GLOBAL PROTECTION PRODUCTS. I.I.C. IATI - * - 11LIECO '!� - IIII0 11 STRET7 - !� ... ILI ?'�- I , 'i P"`A. , �,,'. , "�. 0 � "t 0 A 01 .4 -I ** 1%.: I I- --I- I "I _. M�,XMG-� FM t_FIRM-M, 20-175 " ,e , " � .� . , ". ........ 1. I - 111-11= -111-1", . ,.� , I 4S .0 1, - *s_ � U, 0g, , - - �-oxii - - i - i. - _____ 11 +1 ....... OiOiii� ... W-,I;n ___ - I -= .� I ,,,, . , 1 IF I - I - "I , I I I ENGINEE"ING is � ENGINEERING EXPRIESS* PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 117309.1 - R2 EX Project Number 20-M543 Product Manufacturer, Aill American Shutters and Glass Manufacturer Address I S40 Donna Road Virest Palm Beach. FL 33409 Product Name SO Descripstron 24ga Galvanized Steel Storm Panels Large Ntmwle Imped Resistant Scope of EvaluarVon: This Product Evalustion Repon is being issued in accordance with no requirements of the Florida Department at BLINnon and Professional Regulation (likindis Building Commussion) Rule Chapter SIG20-3 005, F.A.C_ for Statewide acceptance per Method l(d) The product noted above has been tested and/or evalurded as summarized herein to show compliance with the Florida Bulding Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of it*& product shall be requited following pertment Florida Building Code moclificallorts or restsions. Substantiating Data: Is PRODUCT 11YALLIA-1111 EX drawing $20-31543 U#ed '24ga Galvanized Steel Storm Panels (HVHZ & Non-HVKZ)'. Shoals I -5L prepansil bV Entliftims" Expri signed & sealed try Frank Benriardo. P E is an integral part of this Evalluartron Report- . TEST REPORTS Uniform static Structural pestformancer has been tessed in accordance with TAS 202 led standards pat test roport(s) #BT-ASG-17-001 by Blackwater Testing. Inc Large marmis, urribi rasistance and cyclic loading performence has been tested in accordance with TAS 201 and TAS 203 test standards per test resport(ii) OBT-ASG-1 7-001 by Blackwatef Testing. Inc . ST]tUCTURAL EN(UNEERING CALCULATIONJ Structural engifiseerhig Calculations have been prepared which evaluate the product based on cornsperafter andfor ishonal analysis to qually the following design criteri 1 Massitimusis Allowabler Spans 2. Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 3S4-0660 1 (866) 396-9999 TEA, @ENGiNEIRINGEXPRESS.COM EFIGINEIIAINGEXPRESS,COM Lis-1 :_ �11 1111 L -W, , - -1 � ��_i - is �' -, V r I 11�111"_ 'A--P a ', __ - I � 1, __�,:, _f , ',�. � i T4 �_Ii_,'��1.1�1"__:T"_T ,�, ,!�-O111 �.�. .1: � ., I I, - , ., . - "IT rll_�, I oll;� 7 O`O - 11 7. - I 11 -, IF,. I- ------ I , ; _ z 0_� , - -I! ,�-.�,-:�-L!1�1%� I � �1= I .-I-11. I = k kw,A V W �;_` r.) ry.,..'.- ;J1 , . � �41 - ,� I , 3`1 - ,._._� ". ,%-=, -qw,�YRYP;"�.T . t - _; L= ,, .x_ , - 'k-".%'�,,, I, _ .. - I ".- I .�,O�4111' " , " _1 I-L __/. -H, .jo. Is'st., -J, . I - q%49�ffi 14 1- 1.11, - � - I - "', " TVF 4 11-11, T7 f � 11, � , _= , C� �tz I 1`�- _111 - , qt,�,,I"; J,�b)l.,�,,,,:,-.. �Z_i I— - � L Yh' ql* _T:i�� �,-,�:7,1�61 0 -,.., _o� I I &I-M& iii m.Nl.lj-� MeL - 7,� ��_ .��.".__ 'I�j - . 'W'. - ; -'rc, _;, -, I , , - re ENGINEERING pap2of`2 AllAmerican Shutim. and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product Separation from glazing Is not requited for Installestiorms outside of wind zone 4 and sesentral faciNbes Impact Resistance: Large, Impact Resistance has been demonstrated as evidenced in previously Isled test restrod(s), and Is accounted [of in the engineering design of this Product. Mind Load Resistance This Product has been designed to iessist Wind loads as indicated in the span schedule(s) on the respeclive Product EvakiMion Docurnerill 0 a engineering drawing) Installation This product shall be Instalkid in said consiollaricis with as respective Product Evalusbon Document is 0 engineering drawing) along with all components noted therem Product components shall be of the material specified in that product s respective Product Evaluation Document (i.e. engineering drawing) Limitations & Conditions of Use: Use of that product shall be in strict accordance with the respective Product Evaluation Document (i.e engineering drawing) as noted herein All supporting holat structures shall be designed to restst all superimposed loadir and shall be of a material listed in this products respective anchor schedule. Host struclute conditions which are not accounted lot in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. AN components which ate permanently installed shall be protected against corrosion. contamination. and other such damage at all firries, This product has been designed lot Liss Arthur and Outside the High Velocity Hurricane Zone (HVHZ) Respectililly. , `1%.I, . , _fO.'Al-__� ,- . �t -- ,--- - _,� �.� 1 .;- :--,I $ " - - � 7� , ,�; ,� � � - I - I. -1 (7 , , _ .,I� � -4 . `�� I Frank Bennardo. PE ENcUINFIERING ExPREstsa 4PF00461;49 I Celt Auth 98" 160 SW 12'" A�Eliuf SUITE 106, DEERFIELD BEACH, FLORIDA 33442 . (954) 354-0660 1 (866) 396-9999 TtAm0ENGINEERINGExPRFss.coP; FNGINEERINGIEXPIOESS�COM Z", :'-.-'�' -,,-'--' 1...1111`r �= �_..,. /&--�-r- _ I oarm rz,6401 i M1011 �_ - � `16 , " �j Ei I - .0.10 I 10 - � I I I"I :I 1, 11 I ,�O:�� - I ' -1 _ , . . � 1-1 - 4 I �� , - 1-1. _1;.7_ 14 I I. . 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G , CK,.O;T�I!�;;;_;,'�, 1, .!� � � I , " I "I -;�"_'t'.,-."'��`_T` . 4 11 � : � .1Z - - E-�_ N � � ., , _1. ! �., I I . I , �_117 Ln�__, _ 1`,#� ""... i _� 1 111.1:1,111. .:11 'IT I I �� -_ 1 Ck�,$ r_ A /" i� � ; ,� 7111117.1-1 � �. 6-' _.�-17.11 ,,-"-I �.��"_`�'�__:,_" 111111- �, 11 I !�_Tllf'11_1_11 - �i , ., � ,�1,11, 1-1 T I ML 1i . , &:ML ��'- 11, �1 ,q ... ..I.. , 'I. I I I 1 20-31543 1 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE, CONCREIE BLOCK AND WOOD STRUCTURE I I I __ - -I-,.,- - � 11 � . �i� Pro -1 I I - �; I __?0U,S7IJ4G I KGRETE I ,..- . � � -0 TAPCON 11/4 CONCRETE BLOCK - - I _ _ __ I ; ANCHOR 0 i2' Oc FtEOWOWD . I � I §M i . A�. 1/4-0 IAPGcw _"f` 11 I .- I . ..- WOOD HEADER � . '. 1 4. 1 * HEX HEAD TOM ; - jlI..** HEX HEAD TTK �_ ��, . 0 I _ - _j ANCHOR Is 12 C ,�, " SCREW 0(64* FROM RECUIRIED - I I SCREW 064" FROM - I I 0 EDGE OF I 1 I I EDGE OF 3�,"'.';', I , @ _. 5. 1 ` : I .A I _ "� " I � 4a _,_ . - I - � , I �" �14 9", . I : -09 . - ,C . " I r DL ,` I 1 M! iI I I [Z[ , I. � I irt. 11 1. 1. �. . _1 . ; . � ": .. 1, f - - I I I I_ - - --- fA ��. 1 1/2- 1 .. - I 12. 4 L. --- . I I - s ,/V,-,- - I ! I - I I I O/'��v A I ". OWMIS ,UqJL_�Fct�, , I : !�M!Kis. I I Ile at. I ,/,. =0 a at # I'll I it I Ij 11'2' , I. M " W� m� � I I-SEPARAIND4 I 'O I- M;,,, I : I Ex ST it 70 OL45S - 1 3/,G"o IS" -SEPARATION . " ALUMINUM POP =K-.r TO GLASS� I - /IV# LIM POP a GN�o � C : - C, 1 RW7 it 1) RIYET a _____ - .k -I- --.- - __ I = - � --OI�- I I T s'-o* It - - � 61-07 0 -) i I - I 1. I MAX, il."W I I MW I A, . 0 * I I PANEL LENGTH 0 "-*I;- - I I PANEL LENGTH * + I i I I OR . a , : I __ �� ,L , ,�� I 11 j - 11 - OF �111 - - . I -_ - - -1 - I #I C, ) 0 I' MITI . II-SEPARTION I It V* MRO, :: 1/4-0-20.2- 50% 4 R.-SEPAR&TION THUMBSCREW go to GLASS I - (j) TO CLASS F V I 50% A i 0 0 Is i ./4'0-20.2' 0, -L- I , , C, 'UMBSCRI Is I _` - - � - IT - t _71 - - _7 , , I , fF-- 0 � � ::�. �,..J'�, - r" ; I _ .. .- I- � - , ��, : � I I I '_. I �111 � - �-- � :,Ir 1:i�'_, __: ... ! - , , I __. ILD, _.,�:: , ! E'6� , - I : /2 I I , - .: " I - - , "", I A. I - -, ;, - 11'...- . k I __11� I (�) __ � ; - 1 /2 1 1 - I I � TAPCON T , - . I/4'* ANCHOR " I i- , .. "', , -- . * 0 12* O.0 I , I 1, � ,.; t/4-0 TAPCON _,-� , ��, I ; � . ,_ grST -- � 1 2*.4' WOW I I � -- 1, LATE ANCHOR 0 12 0 C " 0 4CIN&PURED :, VI OR I 1:1 I 1, ,:, I REQUIRED . . CONCRETE BLOCK . - � I - ..-- REOURED � � WALL MOUNTING WALL MOUMNG SECTION EZ1 ALTERNATWE E21W SCALE 3/8-1- SCALE 3/8-1- .... 41-.11,44 ",/,�'Ossls% I,- T103 ...I.. .!!' /,"Ov,, -� Q_., .. E S""I-0% I.. N .. . o'. �r .. . . . 1 . . 1; FLORIDA BUILDING CODE (Non High Velocity Hu, ,came Zorsq)j a= as MIN. PANEL LEN = .1 : 0.441 * , . � 's,"M - 24 GAGE GALVANIZED STEEL STORM PANEL 1p -A . Z *: * : I� INSTALLATION ARE ONLY VALID FOR MAX. &S.D DESIGN SHALL BE = . Tit D 17� 2 , -6" -1 PES" . "w % PRESSURE RATING +/- 40,0 ps,V AND . -0 MAY , � /N. I � - . 15� \ TE 0 . 9 ;k ,�, STATE 0 GLOBAL PROTECTION PRODUCTS. LLC. "N PANEL LENGTH. - C 777 � . , .r ,�� �,�� . I "G<, - _�� - I ,7 * -:, T1U,xr "Is"Ito a E�� cOss"FAMIT, sm S. 0 STWEIT' , 0,;,4 2, FOR NEW WOOD FRAME CONSTRUCTION: WOW j . �_ . - _.. .1. SAVE. FL =14 14 . . 20- I 75 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC � .::.!V..Pt,_ mosr.__ _: N.'sess_,II '. LNHIM-Mr ��T,"""/ "T DENSITY OF 0,55 OR EQUAL. , Q N AV _ osswss,,�. IOI, M!i#II"sA%,1%UMUrACA.Tt cA_ox1C?I9 =.! 1 - 11 - !it I I M& u-, &T, . � I F1,59 i i I SkM 18 W 11 - I I -, _% ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) � W - (REAP, To PANEL SPAN) TOP MOUNT (CONN, TYP. I TYPE AS REQ'D) SC�TIONS , OPTIONAL W-20 STIFICH BOLTS WITH WASHERED T_ /- WINGNUTS FASTENED I /I OVERLAPS 0 MUDSPAN@(USE �l � -� , I APPROPRIATE SPAN TABLE) a i ? 'i? / ON. . , I -7, ? PLAN VIEW - - - _____T E F---. I ,J�, I vimj� �� Z S6" -_ , -1, IIz-a - I'll I � I BOTTOM M I" (CONN TYPE ASE I REQ'D) " ' " MAY BE AT 7�� __ - &BOTTOM (2� TYPICAL VERTICAL MOUNT ELEVATION si,�� N T S ELEVATION Top MOUNT Ixr (C" TNPE--,, AS REQ'., ,,, (SP ABOY E F, - S71ILIMON) BOTTOM -!�l - � F-MOUNTryFf _, nj�g (CONN IK =1 I §�t-. I . E a I - - I LOCATION MAY VARY) I . - i� i Z r. 0 � i .- � � P MOUNT L IM ICOPIN TYPE AS AEQ'D) .... .. Bromm HOLUM (ocrNN-/ - OUT (SPAN BELOW FIRE AS REQ'D) � OBSTIUUCFION) 1AN11S MAY BE NOTIFIED AS-_ 1W'-2D5TTFCM a.- VITTH WASHERED PROV DOW THAT CONNECTICINS A4S-' � ANCHrS ARE USED WHICH SAL � "'IN'. S FASTENED 0 I OVERLAPS 0 MIDSPAN CUSE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION PANELS) N.TS. - T(NOTCHED EL-EVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS I ___ - NJMUMSJOR PAIR, SkO,ARAT*ftWMGLA55 ,.VHZ. VOUNII ZCAf 4 V, ESStNTIAJ FACIHITS) : . MAXIM-UNt - �"` I 0k"GN, ALMWABLt INSTAILIATIONS LESS INSTAILATIONSORFATER � PAESMA SPAN i11 DOAN )VARCIVE GRADE IHAN 30 ASOW GRADE ': (Psf I : � . I , - I -, 3r) - - - 606 . [ - - -_ - -_ - - __ __ 2 16 III, : . - - - ------- . ____ q3S - - - :)si�. r imo�� 6 06.,, I 16i � ! - I t - ,I AV �. ! I -, YL rs:,�,- . I - - - I 2.16 IO, - � - .- ___ ___ - - � ,j4S I-,.. :-. 11 2.16,i, � q SO; r I I. LI - 606 I ,6-00. �AIG ,,, � ./SS , I06 G'. , - � ts,l . - i_ __ � Ill fi D9,'" _ _ 2". - - __ 1- - I/ ,,,- -- :, 'is TO I ____ .,I I 2 7.1 �,, ______ - - -_ ___ It 11' _ _ ib4 1,, - 1. 612'. '1111- -.-- - ___ ___ __ -1 - - ___ -172 ___2701�_ _ . t- &13. 2.4 I, ____ ___ :sFAN t)LNI:L)ULr Wlt:b: -7 1 ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LEW THAN OR EQUAL TO NEGATIVE DESIGN LOADS . 2 �PAAEL FASTENERS" ARE STUDS USED IN CONJUNMON WITH ALL MOUNTING EXTRUSIONS 4.p__ '"CR. STUDDED ANGLE. ETC I USE6,25' 0 C. PANEL FASTENER SPACING TABLE VALUES FOR ALL ,H". AND'o, HEADERS (INCLUDING BUILD OUT CONDITIONS) 3, LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NW HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER SPAN SCIONED LE WITH POSITIVE DESIGN LOAD TO DETERMINE PIT HIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2 SCHEDULE 15 REQUIRED FOR USE WITH PM177VE LOADS ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NW OIGMIDL LOAD 3 FOR INSTALLATIONS OVUITSIDE OF THE HVKZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASIM WIND ZONES I THROVGH 3. THE GLASS SEPARATION SCHEDULE Is NOT REQUIR:VNEDNO MINIMUM WAFAVION FROM THE PROTECTED OPENING IS I In �K;T. �,�"'% Mmro,k�%!L, I � -_ * I IV Or - -, -� -� .. - . - , ".''. 11 _!, � , ;i� _11.,. MAXIMUM ALLOWABLE _14_1""'. �_! � . �- 1=11.* ' , - ,,, DESIGN PRESSURES: , � KNITIPI , - �� %t , 1.51; �P' skwl; �, 5 ."IMS �v FAS NOTED IN DESIGN DESIGN NOTES: I SC:HEDIIIE$ 1 so 4 � a NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER - . * I IM M I , SEP ENOIN IN ACCORDANCE WITH THE 00 E Me RE WIFE SNASCHAPTER IN MNTA _', I ; St 5 e 3 � � , 'Em , I R I CORDANCE H I 0 1609 OF BE LESS THAN , . I 0 NO 21 N 60DET,ft CA UA SIGN FIR&UP CAPACITY VALUES LISTED HEREIN FOP. ANY I I � �> - � i I ASSEMBLY AS SHOWN. GENERAL NOTES: � = I I , A 142, S I ifills-A' 5-�Ill V 'a 1. THIS SPeCUICATION WAS BEEN DESIGNED AND SHALL BE 'Aak"UM IN I. a I.! m I ACCORDANCE WITH THE f%VlR1MffNYi OF THE FLORIDA BUILPMG CO SEVENTH EDITION R LOSE TRISIDE AND OUTBID OF THE 4"Z. PER 6 am U, JSr n TAS 201. 202 Alto PROTOCOLS. CONTRACTOR SHALL INVESTIGATE '01 AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH KAY APPLY, DESIGN CRITERIA BEYOND AS STATED MERLIN MAY REQUIRE (A I ADOnIONAI-SmIE-SPLICIFIC SEALED ENGINEERING. 2 NO 33j/3% INCREASE IN ALLURVABLE STRESS 14AS BEEN USED IN THE "" ""' � 3. THE A"`""E".i;"`E" OF" 0 Su""I U R" """ ". 1&.'.DNF.M"UTS"l�Ol'S'll-A�LELCTW RESPONSIBLE EDRTM FACES TO THIS DESIGN WHICH 0 -i . .0-00-K A.M.1-METWOU.. C ONTRAC TOR. C SWA � I t�t;;%V�WMIRC*5�aOtNMReCRTNGSH�URgIUMODI HORERVEIRN. OCCINTVAIrTWEVNIL601ANDEW SPANS CONTAko ED PAN CALACULATIONS AS S 9 MAY or RM x I '! 5 THE %"UlAeo DCTAILcD MaREIN IS GENERIC AND OCM!S NOT PROVIDe �2 INFORMATIONFORASPECIFICSITIE. FOR SITE CONDITIONS 0DWILIONT FROM 12- rHECQP#DMONSMTAILSUHtREIN,ALMENSEDENUINEERORUGMT�EFtED WHFIECTSHAU.11OREP RE SITE SPECIFIC DOCUMENTS FDA USE IN �119 1 1 1 COMIUNCTION V"Th THIS DOCUMENT S. DESIGN PRESSURES NOTED HEREIN ARE BASED ON NOUCIMMM TESTED , , PRESSURES DIVIDED BY A 2.5 SAFETY FACTOR, 1. 70 SE OR ft SAfiORs0A,D1 f Sa!N Onto P 1 i V a 611 W,. SZ9 07 .. LA . , 07HTNIS, M E t,QE"%T%$ BE CAIM�n CORROSPON-RESISTANT MATERIAL AND ALL 2 N 4WA'LLYUM"tO"V'H"A'S'S'34'ACr'ITOWN" ;E 1. � '04 ALU BECTiON I BY I INC" a MWILIPASTRUCIIIi ANY APPLICABLE FEDERAL, STATE, ANn LOCA� COM, 5 I 8 AILLSTCHUM PANELS SHALLSE 24GA STE lt� POOD.024 9 sYMON PANELS S?,ALL CONFOR,11TO ASYM M51 STRUCTURA'Co'ALIT, 9 i S'1�. �G�VAMMU COATING WITKA MINIMUM Z-�l K51. IS ALL ALUKINU14 IXTRUMON5SRALL65,5130�T6 UMINUMALLOY X: UNLESS NOTED MER�. "' 11. TOR SeCTITTOM OETAILS SMCIINM MAY BE 1111YEAC"ANGED AS FIELD CONDITIONS DUCTATE. PANELS MAYBE MOUNTED VERTICALLY CA HORIZONTALLY AS APPLICABLE. .T. - - I , COW"" ANCHORS NOTED HEREIN SMALL Be EMRSSME :I Oic , , NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURFRIS FWOMMENCOATION$ I I& rHECONTRACTO RIS RUPONSIBLETO INSULATE OR pftqrKT ALL ME14SERS I" 05 MATERIALS To PREVENT ELK7FLOLYSUS 0 olo V I 'SIMILAR . INEER AS rXCB" AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL 'IRCAYMNS OR AFFIRMATIONS ARE I POTTIENDED, ALTIs"O"S AV HARMS TO�OCOOEUMEIYT N�PEOM�DA=VOS11�0*M�THMM��l�MN _P��li�5HALLklt?2!M�t4lLlV�BEi,kp�y�n.Lill���CF(1) LABEL VISIT eCALC.1 1 $0 01[311543 INN __F.I.RiZ�X , Fr rrA;�T,�, 3 . " a ir Im I 11" -,-.. 11-11, _i__1111 " j . -.w �� mogrom N . .---I- - � , @ Z ;=LTO- WABLE SPAN SCHEDULE TOP MOUNT I . � 9 1,1110 I b . , .! � - 1 ill--,! I 2 I OIL ! 1 � � 'A as! Ml , 31 I �, . 11 I I- . I A 3 - 3 ' � � P .1. 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I I I c .� 4 r � . - , .1 2*9tak6wr TTI__1 - .1 "" `,, - . - Ilzs�-- 20-31543 __ 1-E It— - I- ACI� " - . I— �� M =AL EGRESS PANEL DETAIL ---75- FASTENING / (161 I Lr --./ -11--a a) a) r- cn -cu a) ......., I -0 >RO = 0 = 2 2 - -a a) 0I. a 0 '% a) C:)- 0 L_ = CU -0 0- - .&."......., 0 a) 0 - W -t.-- = C%11V a) -0 0 -0-0 0 0- = 3: Ln ; .2 C= 0 - -=!=a .- U_ - � 4= W -0 :� LU ii.. U 0 ca 4__ Co . C. :5 0 > " = = - .P.J it., 9 = M =31 = 0 -S M C..) Q .= = �,< c- _; = LA_ CL. j= in ,.5 cu C:)_ .1A M C= - CU .4- W .= _= 1OO- -0 . a U) < CA eg, ��: sta ..Cc - " -:;� __ - 1 3: _S W W =:5 '=11 . > E CIO, s 75 .!� 25 3. -- -m cc = .!! W .= . > W CP - 6) C= = III �� = .- :P, a W & _= C. E CD 2Z f-) - �2 4 Z Z W I mi NOANI,097 -1 I moll. ��bz ;... - . I i.. _,�_ - - , -1 T " 2 .1. 0.060 -7 1-2 250" ' c 094, __�-2 VISO,-, 2 2scr . -7 , _.L. 6.u�;, - ., (I 1A - k 01SO" . E j X� ? OP L.,I, - - L, :1,125" V. x . r i ___r 62S 11 i� ,� .0 N ...] I I 11 i �4.9 " . 0125 0, is GA_ _� * P, F -0.094.1 S ' m . �_--- T - - �§ 1. I �Isl h 0 1; -�.120rj Im. - 5 TYP -� I !::� , TYP'" T _jj,,4,:%C.14;. i D. os'-f P! I� I " '! � � - I* ' 1� -1 I 9101, r- - 1 311IJ _j L-i __� T.-,-Tsi-�� .-V I I . I i, A- fie I I I _V.9301I : -2 'I __ - .000, L. " ft , _V.9301I . 1 430" - .. i i-Nk� 250" -4 2.000- �- j 2-ow- I- FYI` .,I . §12 im., 0, _ � (D-&=- @4-PAN CLOSURE � , : 93� - i lgi� &*V--- Is -No @M&-*W- I . .< % �: 14 N__Z � 5.1 I � r- 3.380" MAY 03131, 1 I,; :! Id LD`11.560"�- -�I,560'L BID 013651, .31 , D376 6�'jj-, .3,6. , 0 , . I I - L . . 55" 0 "�_j.�� 5 . r t�§I;, 1.007" PWIA , ZEE i _� 12.5w, PANEL ODVERAGE _ 0.1.7 � . � . 4 III I I =r" aq I TI -1 4 970 PANEL LENGTH- . 77t 1 7�-.i, G, � ... 2 . _[n ' ""' � 'k, Fs%fTT . (BOACTION 1 % �-,,ISET. . I. It 0 1 _S&� � = Ge'. � " 1. O& 0 , _ I " T I- .115 710 .305* � tLo.0901 T1L_Do9D' , ;� ,, 4 a Ito 3 - (A "� ' 11 D = - � ., - 3 r TYP TYR . 'V"7 D S" - , - (p SUILD-BUY *r TRACK (,)= Rims . P� TRAD, 0.0_�=ry at_� 0,957 a-,-j� ; . MIN � . 0 - i 0 376'- ", kS. 0 . 11T I I I 0.190. I FO§ Z I � - ,1 - . ,"', �. < as 7_1 I � ; I 1� fl. . / - I I . . � Z I , ! �� '= MUCTIM !Q I � 0.123 . ?j� =76 .'.-. � -11, 1. � � -1 OW-= - 12S" �� M=P H, I I-P -'-' .' - � � I -I, ,, - . . "&----am K - gill P I 11000" I WLtt�CATVP =8 - 11 11 � �`DCIIC U) I � � , . ..Q . 11, O.11111 I � "' IN, , i , I i I - , , , - OVERLAP , I , I x"',t-14C a , , ,, I : .... .... , I ?/_,25"MAX. \ / 4: 4� MAX - COANER CLOSURIF XTAIL ,, � ` 14 0.189" � I., � ___;�31�r� I M0 I ! I f FYI, ; IM I 123" I MAY. - C . ___ - . __4,.� � - ,� ;-,-- IX ; F1 __-...-1.. WILD OUT 'I-"- ELI I 11 ,."- , I ,ANC /1` "I 1� I I I &2,L11D -11. I I I _IP`1 1?1 I �', - E �1 , , " - � - .1. ` i.. - _ � - I.- , !11__1_1_,_. I.QW ! 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PANEL FASTENERS 9 12 V 0 C 2.3" INEMSE DESTAINCE .� � � MAK "CHOR PRE="a .PMUPT0.161 arm UP TO V r SPAN UP TO IV_IOT CONN TYPO coass TVP CONN ry � Tv,pg trwi CI C2 C3 CA Cl C2 C) CA (I Cz C3 CA .1W . .WOt DIDED I- 12, F, 116.IY* 14 7.* 99, 12.2;, 10.2' 0,8* 1251, Is, 9.2 . 6�1 DEW TUIVACOU ' -1. it H, 12.ST' JIS.0' ILaF` &0" 12,5 To' IS m &Z'� S'S' 12LS'* 6.0 a I 12,511 Is a. la.i., &V 12.5" sets, Rx. 5.4. .2s, I, a- 63; 3 .�'. - _ i2.S11 28.0 .. S.3- &3- i2.L lii� IIA- S.'r 12,1" Itim- &I' 5.4" 14=2011fifis , 12.5" Ism" &J" SLA - IZ.3� JU� 9.1- S.4` I' 5'. 16.0" B.I. S.4' I I N. I I - V.. I .1.1 1. .. ia.v* iii.a* isxr� U'al 11.51, _7 Ica,* Ism" I.2 0,1 125" 16 O' 13 4" 1C.7" DMA'T UL I TWON , _ , +1 " 12.5', --,-.-- P T6m_I,.:(); 1- V 1; 'Da v Fe = SIC, I 12,511 16.1)" Im", 2,61; I ,.� FS H Its,- I. 1"" 9-5-- IZ W, 16m. 11 W, is 3, St "'B' I'.(,. i.-. ,I.-. I�"-- lism" i,_s' _C' Oz.". ism. 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EWE DISTANCE 3III, , . uW cmarso 33 6.25'� 101y, 6.25" 7.11 6,2s" 6.4" 1. _. 11... �. is. 2S, , 3 49 . , T , . ll=:Nmmlmw 3� _ZzS .21. 6.3. ,2 N IWO 11. is , '-:1'" "' " I. I .11 .111 .... it ... 6,25 me 11 "... o" 41 121r, I..7.1' 62 '4 ss" 6.23' 9.4" 48 a ZVI, 11,11 23 93. 8.21- ILT �It- S2 Z 6.25- , Iii.ir 6.25111 . .. 62$1 9.31+ .15125- 9.31 . 1. . �. - . ,W "..10 " 33 12.31. in ,,: 7.1" 13:112.::: I ' V I &a' .25" 4,11 12m* ILE*: :: u TOW SLS, TAIPCON 41 12-511 "'C ... 58 6.2 '111,F: O W 4,V 1 4.0" S2V 10 ?I 4, 1 4. D 1 12.T' 133`1 &I, "' " 2LM Al2�: 40" &2S` 107- 43" 4.D" 9 45 6.251, 123, ..71 _rV O.ZS.. 10.7" 4f r.25" ±L" 10.7' 4.2 � 4,V g SZ It=- 7Z B.2 .7" 4.1- .0- 6,2"' _LaL 'a " 11 4A" 4.V* L25* 111.7' 4.1" 4.13" :d O . Wr- I 11� 111 33 � NIVIT.W11. 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'25.1 I'am. i. all a III, 12.5, 16.0- 16,0- 7.L 12.5- 1610*1 14.71, 6.0" 22+5`1 Am' - 6.0- s.2 V, LZ.5' 26 o" is a" 15 a' 14+7* 69, 12.5!, Am' 12.5" Ism" 15,0" 147., SV 14,7' 5 V 12,5*, 12.T' 114.7 ICIr 4,7" 8 0" 16-El' 14" 6 D" 6 I 11 A 1 V2. CM=- 33 0 CKM 41 48 ., , I 32 7Z 12.s, 164()4 16.0v jq.L 1Z.5. 164" t2x- ; a- 32.T 16.0- 10s, 6.2'. L2.Y' 36.01- 141.1� 92- 12.Y' Ism" 9.7" SZ' 12�5" tals" 12 51, L21511 1610" ILO: 160-1 It, IrOyl S.611 7,.D: .Ls' 6 '2 T: 5,4. I la.y. is. , , �1: a 16.0.. .::: S:: : , 9,v, 56. -.11, I . 1. 125.. 11.111, , 9� 11::: 1 m. R_B� s 36.0I, S.6. &&, I 5 174-1 I _V1 DO 0 r D 31 TAP 0IUV'CNAS* 41 49 * -� Sit 72 E2.5, Itim" 16�01 12,51, Wall 1141,� 22,51, 1610" 10.V' 12.5" 12.51, 14m,113.3, 2601 I.L.41 12.5" 12.S, 16.0' = 9.1'fiffiffififif �; M 32, S" 1, 36.0' 9.Z' NNN 1610' 9.1 I.LT' 1.21T, 15.0" 10.5" I&VI 9,11, 12,57+ 119, ICO' Mi-, Ist I is I i! F�; 15.0, 9�1' 11. �.. 1. 1 III61 I 40, sem 33 _ 1H1WKR_1 Ott .00D SOOTIO,, 46 * *0 5Z 1 ,� 10, 6.01 S. I .2 I .9 1531. �:a MJ __ ;- 0 13.1r. 5. 1' "t ,L%1**** ol I 11, '. - " . =�, Is �, " 1 .. - L2,5" JS4" 5.9" P� &2S. =Ir IN 077� i =2V J1.2" S.S" A.?- 6, 2 ' -1 2-3- .25r' 12 T' 4 ?" Am' 5. ANCHOR NOTES: I PN040R SCHEOU I.E APPILIT 5 TO ALL PRODUCTS CERTIFIED HERIAN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE AMCHCR SFACING+ 14AXIMU14 ALLOWABLE SPANS AND PRBSSVRES INDICATED IN &PAN SCHEDULE SHALL APPLY. 2 ENTER ANCHOR SCHEDULE IIAS DCN PANEL FASTENER SPACIW, THE EXI%TrWSTRU RE MATERIAL, a ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPANi CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CIONDITTION (SEE MOUNTING DIEFTARS ON SHEE� 2 FOR IDENTIFICATION OF CDW4ECI ION TYPE) 3 PAWL FASTENERS' ARE M&S USED IN CONJUNCTION WITH ALL MOUNTING MTRUSTIONS Vr-TRACX,S1UClDEO ANGLE. ETC) USE6_25"O.0 PANEL FASTENERSPACING TABLE VALUES FUR ALL W - AND 'U'-HfAMRS (INCILUCH NO BUILDOUT CONOMONS) 4 ANCHORS SHALL BE INSTALLED IN AOCDRDANCE WITH MANUFACTU It ERE' WCOMNENCIATIDW. � HOLLOW BLOCK HOSTSTRUCIVRESKALLCONFORM TOW C90 BLOCK 6 ! luff"aMUM B%EDMM SHALL BE AS NOTED IN ANCHOR 'OULE. 7 MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUC M, FORM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LINTIEDTO L/4- MAX OR SHALL BE YEFUFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS 1-0 HOST STRUCTURE S. CONCRETE AN04ORS NOTED HEWN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE 014LY 9. WHERE EXISTINGSTRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VAFY� FLELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SH)f CL=" PIKE$, 10 WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" K 4" (MIN.) WOOD STUD (/j.. EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE -.QUrHERN PIN G-0.55 OIL GREATER DENSFTY� LAG SCREW SHALL HAVIE PET LLIPS PAN HEAD OR HEX HEAD, It REMOVAS ANICHORSARIE DEWALT PANELMATE, ALL -POINTS SOLID-51711. BRASS BUSHING L2 MACHINE SCREWS, SHALL HAVE 1/ MINIMUM ENGAGEMENT OF THREADS INTO THE USE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRIUSS HEAD, DR WAFE9 HEAD (SIDEWALK SOLT) 0 ITO 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUM STUCOO OR OTHER WALL FINISHES 11. � DESIGNATES ANCHOR CONDITIONS WIT04 AU HOT ACCEPTABLE USES , 5 * DIRECT MOUNTING CONDITIONS - Le LINEAR INTERPOLATION ES NCTPERMITIED FOR USE WrrH THE ANCHOR SCHEDULES USTEDOM THIS SHILEY W N I., 11,1111"', -1 ., I"..- 11., - -1.1. . _ � i ___ - __1E 1 %_,3 " .. 1 10,4 . ,, � _, . * I vm I I m I �Sefl I ; k" . � a -xi , 1'�,-y 61 � . . L I 1. A91 10 .% I,c 1� 0 ILE I I oE I . 11! P N , LI) � a Z i 1 < I i 14, F1 2 M Or = I I " I I U) I � ::i` 4 I I R 8 I N R U.1 I 2: 3! < :d < 11 -9. Cn " a) a) _f__ U) :3 CIO > 0 " Cn 0- 0- < a) -&-so 0 C =3 -0 CIO 0 L_ n- o a) " U) CIO " M :3 UJI 2 < Z Z < _j a - I SHEET NO. SH 1.5.