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HomeMy WebLinkAbout6794 Back Forty LpAB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A. F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BILK 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. Fir, Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace 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 KWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lav, Lavatory LF or L.F. Linear Ft, LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir 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 THI KN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood 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 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 f OMFIE11:10FIED �/I/ LJ 1 I� 2074 S NI INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION, Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titlebiock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. d > u, 4 s an 6 _ % ; N 'a � 9C H = a! G sN d a. EC. s c _ E CD a, ca f MM 30 crV C= O N J o 'a'p L-JUAVV eq I i To the best of the Engineer's knowledge, information and belief, I 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 E 8 IQ' v e OD N W -0 U-3� S M a N v o , LL w 1J (i $ SZ _ o- m c a W 'ogrNco 0 W rn °' m w LL a 'n N Z N Z O U U W ! N M 0 z C' 10 Q U') N V) Q) z II o LL }� � W � OW tN v l O � N � y W — E zF— I c _ffl d N r. I� o w M M � ¢ ZZZ Q Q E 8 =o a� w Q� zM z® od V— r0 co E 20 Q w� 00 O < t wz o � Z �w cn C o 4 = U w g mo 01 m a� J �o ¢ IZ ¢ 2z C) 02 3 T 9 C)<> 2 ao m W =k DO j0 oLL �- �3 o J W w� CIO ;o M 104 2 S = O 0 y >M 0 m m CO Lo 0 N o LO Q 'n U 0 m J U') O L U C")o' co CD C) o LO ui E c Q ` o Z ca Z 3 E O W r y m c a U � Q 0 c -J JOB NO: 23-00516 SCALE : AS NOTED SHEET NO. C S 60 KITCHEN o t�Ci ro0 KITCHEN 26-0" 13'-0" 12'-011 1'4' r. 11'-8" S-9" 8'-3" 1'-4"X1'-4" "L" AC PAD SHAPE CMU HB t U t COLUMN (/ 35-SH � I +I _---------------------- o _ I N - - IN- v � I -- - MIRROR T =_ MIRROR N I _ ■ � II I I ❑� - 0 0 eo o eo 0 0 w 1 � bN I I 3 � I z� I -. ,_ Q �= FAMILY ' - - `� Ir - rl� _ F _ co ❑ ■ 8'-8" FLAT CLG. 0o n I ■ = CARPET 1 p� N - eo AI3, " T -a' 'fir-2 2'411" O. BATH BATHROOM 2 rTc J �t,Jl 8'-8" FLAT CLG. TYP. @ 2 TILE -01 `1 1 = Cn STORY. SEE FLOOR G.T. INTERIOR DETAILS r -REF_ a - STEMWALL - - - 16 c�t � I ee - - 15 _- SCALE: 1/4" = 1'-0" to o 5'-74" DINING STUDS#w/ (3) 16d ■ 12 - ■ 8'-8" FLAT CLG. NAILS @ BASE S3 11 -- CARPET o0 zo TYP 10 = 42" H 1/2 WALL 3'_3 4'-24' 9 -- � OR RAILING PER LO 8 N M FLOOR G.T. SPECS 7 -------- (3)2x4#2SPF - - - _ --- STUDS wl (3) 16d ~ 6 NAILS @ BASE _ X p NVEXTERIOR WALL c%> O W/ 2x4 WALL U_ 11 2 3 4 5 PAD OUT NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION - - _- - _ -- f CD VARIES, 2" LESS THAN 42"HUPPER 8PW D R CH GG - W. I HANSON BOX @ GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS o O 0 8 AR CABINETS f 2SPF - - I 36" A.F.F. _, I 406 CABINETS DOUBLE CABINETS STUDS W/ HTT16 68 36"HUPPER ■ -- MIRROR x TILE rtiDRYER VTE 3 SHWR. SHWR. 30"HUPPER AT BASE - CURTAIN HEAD RODS 16" FOR LINEN CABINETS Tip �`-� ❑ Z OVERHANGS THAT F OY E R PE VARIES / ROD 12" FOR PANTRY 0 / za° TOWEL BAR a _ LAU N la PLUMBING LINE SINGLE EXCEED 12" MAY � - Q TOWEL BAR IN ROD 8'-8" FLAT CLG - ' 8'-8" FLAT CLG. D. I TO SECOND TOILET w REQUIRE A SUPPORT 36' H BASE TI LE ___ o S4 TILE FLOOR > / ON WALL ABOVE ~ FINISHED CABINETS 7 r777777, r r r TUB OR SHWR. ¢ 9 TOWEL BAR - o. p - O BRACKET ON BATHROOM WALL = o COUNTER TOP FD - WIRE SHELF MEDICINE ( _ SHWR. O 30" H BASE o - O - SW H1 +54" A.F.F. @ CABINET TOILET VALVES = o CABINETS o op o0 71 23 - PAPER p SOAP LL 6' 4 6_ 4 4'-0 7 4 r HOLDER o DISH U a 1'-2" r W'H' W tY Y F q q 0 2x - _ 0" 1 T-10" - F 0 y-� y EDGE OF SLAB 2" 35 --- 205 v O Q o 4 o v F M `r � FRAMING o 0 o N BUILDER TO w Z J �' ' C) 1!z" GYP cv ° iyv v PROVIDE APPLIANCE ih N rus BOARD BEYOND WALL D1 1= m PROTECTION WHEN Q FIN. FLR. rw FrR. FIN. FLR. I NOTE: FINISHED WALLS REQUIRED PER FBC w p t= U oM TO BE FLUSH. FIELD J eo BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING - I -- VERIFY. G_T. 8'-8" CLG. A.F.F. -- 60 1= --- ----- - - ---------- 00 v I C7 I 8'-0" CLG. A.F.F. BLOCKING AND MOUNTING DETAILS I 154"x22'- - Zw ENTRY I 8'-0" FLAT CLG. AF IATTIC _- I Q a o SCALE: 1/4" = 1'-0" - - - - LA - - - - - - - O Q o0 2 - - GARAGE �U T 8'-0" CLG. A.F.F. 1'-4"X1'-4" ,L o0 L w Lu SHAPE CMU oi TYP. @ SINGLE > NI j COLUMN 11'4' 4'4" STORY (SEE AA/S3 FOR rA STEM OPT.) S3 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- o 00 I I I I I I I I I I I I JKI TYP@S4GARAGE Ho ------------- ------------------------- I I 16070 OVERHEAD DOOR I I 5-8" r1l 19'-4" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" A❑ +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 ❑D +28.3 / -37.0 OE +26.6 / -29.1 +26.6 / -33.5 G❑ SN SHEET �H SEE SN SHEET 140 MPH a NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2' X 25 z S.H. 13 20X38 181X37a S.H. 14 20X50g 182'X50 S.H. 15 20X63 1821X622 S.H. 16 20X72 182X712' S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11­13 271/4X38g 26x374 S.H. 1 H4 27 a X 50 s 26 x 50 S.H. 1 H5 271 X 63 26 X 62 1/2 S.H. 1116 271 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 'X 25 1/2 S.H. 23 37 4 X 38 a 36 1 X 37 3/4 S.H. 24 37 4 X 50 s 36 1 X 50 S.H. 25 37 4 X 63 36 � X 62 1/2 S.H. 26 37 3 X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 2' X 25 � S.H. 33 54 X 383, 52 z X 37 4 S.H. 34 54 X 50 s 52 ' X 50 S.H. 35 54 X 63 52 z X 621 S.H. 36 54 X 72 522' X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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: It From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. It From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. It 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. MASONRY HGT. @ 8'-0" A.F.F. ommmmommmmom TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN -B e+`13 N 0 c�a o N 7 W C A C-) Cy ._�mx u. a N M a 'N .'= t N a� a s o _ a 0)C2 s cr `3 m io as aj r+ A 7 GL' ?+ U, c A a \� �. r........ • v � t <) F L O ' `��•� 40'• E StOt•tP�',�,�\ 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. �1 W11- E 0,WQ O O IN C 'D tr c O N N d7 5 Lo . , �q N O LL ('M V 25 _J z LL C7 1 L ILLi a o Z rn o W �'@N (p W 02r- W m Z M 0 a N OU 0 o W ❑ ❑ N O o z Q a J - r` M to z C9 0 i--1 cn O w o tl1 C_- Y r- O w � U o' C `n Q ° N �� ~ o J ¢ w M o Z � u CC (D E o g O ZM < ry a O E aLL z© a �g ?o O K t6 ao wo °Z wW O� m w m ¢a Q W gz 06 T m w LL <o N F cn W w . 0 a O IIIIIIIIII� �h �a zlr 0 C O Cn �-CIO 0 0 .-. N o (� m -I �' N H_ Ln O L m 0 L1 N Q N r E Z f6 z 7 iq r E 0 m a 8 Q p JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. 1.1 - I I __. _.. T 1 42" KNEE WALL WITH �\ 1x8 CAP & CASING OR 36" RAILING _- 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING - - - - - - -16 -- 15 1 3. PRE-ENG FLOOR TRUSS q12 ix TREAD 1 8 2x4 THRUST 1x RISERS (TYP.) f 1, , 7 0° BLOCK 00 = F- 6 X (3) 2x12 5 STRINGERS t` 42" KNEE WALL WITH ( 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 - DECKING ih 2x6 LANDING 2x4 THRUST 2 BLOCK ' 1 2x4 FRAMING TYP. STAIR SECTION SCALE: 1/4" = V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 314" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSI stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. ;iiser height: 'he riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the djacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. 'read depth: 'he tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of 1e foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any ight of stairs shall not exceed the smallest by more than 3/8 inch. Vinders: Vinder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost rojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 (ches at any point within the clear width of the stair. 'he radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not lore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the mallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. eveling of nosings shall not exceed 1/2 inch. landrails: andrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail eight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less ian 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a oint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be turned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. 'rip -size: andrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 ches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 ches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the cads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a )here 4 inches in diameter. nder-stair protection: iclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOf STRINGERS - CONNECT TC M PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: DETAIL 25-0" 74" 16-1 " 6-7 2x4 #2 SPF STUDS @ 16" 1 O.C. TYP. @ 2nd FLOOR H1 Op H1 D2 EXTERIOR WALLS B TYP 1/2 33 SH @ 6 (2) 25-SH CORNERS D2 TEMP D2 EGRESS o 4-SH fn _ I - J RB P I 1 " " 1668 N w= SPECS. 1 _ B F C7 - 4'-4" co 5'-6' - - 2 4 0 I a (V J I I- = --- r M W Z Z o O BATH ^ 24 -- 3 D2 I- O Y p I I 8' 0" FLAT CLG TILE RlSHIM. w/ (1) --- o G.T.G. "-_ - - - --------` MSTAM36 48x42 @ BASE 3 RECESS" I B - SHOWERiD2 T-0" f-- 2 - L 12'-10" SIM. w/ 1 1 - I 36" x 22" O TI E TO, MSTAM36 I I ATTIC @ BASE - -- ---- Ls ACCESS __ NF1OWNER'S 00 cv iv T CLG SUITE O M I C RPET TP 2468 8'-0" FLAT CLG -- --- CARPET in N N 4068 10 B.F. c _ co BEDROOM 2 N - - - - - R/SH 8'-0" FLAT CLG CARPET U) 12'-2" 4'-8" 4" T-6" o D2 N 0 - T LU io ih 10 rn H1 A 5068 2668 42" H 1/2 WALL 116 B.F. OR RAILING PER SPECS 1115 J ----- - I 14 S6---------- 1 13 TYP. @ 2 R/SH U `� N D2 STORY. SEE - 1 o� I 12 JJlS6 FOR o o TECH 11 0 H1 STEMWALL „ CENTER I OPT. - -- I 10 3'-3" 0 5'-7" 3'-4" 5'-8" 3'-3" 1 9 T-11" A.F.F. �`S 8 1 A H s -1 1 L1 ILE TO 8' 0" FLAT C 1,_ - TILE _ - _ J 7 2868 _ 11 3 N m D2 N I 2 3 4 51 SIM. w/ (1) �64> MSTAM36 3 ti @ BASE DZ BEDROOM 3 4-SH N T SIM. w/ 1 8'-0" FLAT CLG a, CARPET G.T. MSTAM36 __-- -_-_-- I _ _-_-_-_-- @ BASE -I_ --T I - 1 V-6" 2'-4" 11'-2" I G.T. 80 MSTAM36 C7 a l v m @BASE BEDROOM 4 3 3 I 8'-0" FLAT CLG D2 D2 CARPET G.T. SIM. w/ (1) MSTAM36 00 I rn @ BASE 1/2 33 SH m I I (�DD92 I 25-SH 25-SH I � EGRESS � EGRES I D2 I - - - - - - - - - - - 2'-10" Z-10" 2'-11" 13'-6" 2'-11" 5-8" 19'4" I 25-0" I I I I I I I I I I I I I I I I I I I I I I------------------------------------ --I REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS 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 W1 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) - 1 314" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 G� SEE SIN SHEET O SEE SIN SHEET 140 MPH amm NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182'X25' S.H. 13 20X38' 182X373 S.H. 14 20X50g 182X50 S.H. 15 20X63 18zX62 S.H. 16 20X72 1812X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 a 26 x 37 a S.H. 1 H4 27 4 X 50 g 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 z X 25 1/2 S.H. 23 37 Ja X 38 a 36 1 X 37 3/4 S.H. 24 37 a X 50 a 36' X 50 S.H. 25 37 4 X 63 36 ' X 62 1/2 S.H. 26 37 a X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 � X 251 S.H. 33 54 X 38 3 52' X 37' S.H. 34 54 X 50' 52 ' X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2'X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R3.02.5.2 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. @ 8'4' A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S. F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN-B SCALE: )/4"=V-0" r !V cm C,J -® r- o m c� c v N mx N R O a- y N O N Y a� 3 ,- � a o. .a 0 S -*� a UJ 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. ON W AN Amb, 4 0v E 0 8 (,y O00 G N :3 C? cnrZr,II q to N O C Q J LL o- -J LL a Z J m Lu = °' a W zoos � o W o' W rn rn m W Z L0 N Z Q ZN O U v t7 W ❑o V M r Z N M z � Z n Q J a � z c CU o a--+ � 0 V O W g 'A'w �to � v w i L N v o N Q • N (III c) M u- o ' w z Z Q I m z p t= U �o oLL z ¢� zp o a (U ¢ w fY U O E O &� � o wo z co `z mo J $� ¢z Z z g o W U> w <o a m =� v ola a= o 3 ,o C : e M � O CID Lr) O CV o LO Cr Y O (n m > CV 0 LO �.. O LL cf O C m o Lin CN E c �' Z (6 Z E O N T tp U a Q 0 � JOB NO : 23-00510 SCALE : AS NOTED SHEET NO. 1.2 I IIiILIi. 1t; 12 5� FLASHING 7,,12 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 SCORED STUCCO BANDS T.O.P. --- -- —J- HDR._ — EXTERIOR PLASTER ON FRAME SCORED STUCCO \ 25 SH BANDS 7_2_nd_F_IN. o -- — — -�\ — -- -- FLR. ---------- -- -- T.O.M. ------------- — — T_O.M. (cD GAR ------------- — /ENTRY CJ /WEEP 7-�a F-1 � =r7 =� F=_� I SCORED TEXTURED STUCCO v D El El� D El FINISH u CEMENT BANDS ONNCMU CMU ; SCORED 80 171 EL]a �STUCCO �O N Fal cv BANDS 3068 16070 OVERHEAD DOOR FRONT ELEVATION - ELEV-13 air. FIBERGLASS SHINGLE INSTALLED AS PER 10' RIDGE VENT � MANUFACTURER SPECIFICATIONS ------ I ------------------------------ I --------------------------- F----------------------- --- G� FLASHIN TEXTURED CEMENTITIOUS FINISH ON CMU ------1-- CJ / WEEP 35 SH SCORED STUCCO BANDS r', SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = V-0" 2ND FIN. FLR. _ _ _T.O.M. T.O.M. GAR. %ENTRY _ _ _HDR_ HGT., SCORED STUCCO BANDS ----------------------I--------L—A----------------------1_--FIN. FLR. I LEFT ELEVATION - ELEV-B General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH`* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 � a d� CM O "' a - C2 o �csN N C V- U- A � >r y a t d c Q 3 ti 3 _® m c� E 20 a v [g $qpp p ! V IV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W v E I 0 °' °0 N LL Lu Z 0 EL J — 6W Y og coN Y O �-r ; w Z IL cnm O J 60 NZ a m W N Q O tV l� ❑ ❑ M � N O — o 0 z Z o Qd Q J — Ci `o LL `tom L LIJ o s � W t— J — 8 zl�. = w 6 N m `� 0 M g W Z Q p zo >M n E 0 o°® o a ro — 00 C. o< Z Z ro t W o 7 ¢ o SU m g Z, Z J m Q W -5m ¢� S< gz Z go in T � o W � d N w =G m 0 d& 1a 10 J W ;o v zla < 0 2 0 O i > coco i� co ^` i Co O � N o L0O ,•-� C37 3iJ VJ CN L CIOA O Ln 1— � O l.L Y 00 O Ln N Q 0)N 'r m E `_ \ O z E O m E a c a U � Q p � JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. 2.1 I - It-- -. ;L_ IYi EXTERIOR PLASTER ON FRAME 12 5 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS _ T_O.P. HDR. HGT. AN ------1------------------------1----------------------1---- 2ND FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH 6068 SGD T.O.M --1--- HDR FIN. REAR ELEVATION - ELEV-B SCALE: 1/4" = 1'-0" CI0C71flI ACC [•LJIAIell C IAIC=AI I Mn AGI rl= RIGHT ELEVATION - ELEV-B SCALE: 1/4" = 1'-0" =RIOR 3TER ON NE -URED ENTITIOUS ;H ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txtenor uovering I R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 CAC n o� ti L n C C IC C.7 N m a x LL. ca- Cc -•N Zi C'V t N - ,C CD ._ 3 3 i CL, C � o a �+ b 011111IIIlf���,``J�i .�\N ?,o W N �f (Yi p < CIM J e zZ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N - Q 8 � 0 N " 0 cc 0 00 W 04 � �7 In H �N O ik j \M J J LL LL d Cm (� w Z_ r m o w tZOo'3;pCc',) owJv � Z 00N <Q�m NOU vZ W ❑� m N CJ o g � o � ty N — N W t/1 sg �� s R3 Os U I U l.tJ -' - E L 8 =' z F. 0 rr 0 o w m 0 a z Z o V. o ;= E U " z ® t— co o E <z' 2g w°ir Do o o H L z wo z �Z co¢ Qow� m 00 m m aZ ci S z go d W a � m wLL 0 �w F r0 W r '0 zloa= �¢ 0 c O > M rn m C9 CID 0 ::3 N o O a' U) I— Co O LLO 4-a O LL r111 co CNI m N O It Q N r E qM o Z Z N r E O A E U _J Q p JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. 2.2 TT— ill :; Imo- 17 i I I �:I,I i,.-d�uuiW�u�I,�J�,:�rl�L.iulliildl�VV.iblhrl:l�I,al±,:a�Jlli,i. l� Itl I I l I1> ITI �� — —I ____—T --I swlr•�i��nnmr� ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI D to WH to Range to HVAC MAIN ^' 150=2/D 200=410 in 2" Conduit 200 amp 150 amp IF UNDERGROUND Discont#4 SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING ROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 jCLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF 1.5" VTR Bathroom 39" AFF II, Laundry Room 36" AFF I Exterior Waterproof 12" AFF I I —111—3" VTR Garage - general purpose 44" AFF Range 2" AFF I / I i 2. All trim plates and devices to be ganged, where possible. 1. I 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 <�\ I I Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & �I I s¢I cwtnn I & ssones g Ia 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 PqT W.WEATHERPROOF DUPLEX OUTLET P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. pilli HALF -SWITCHED DUPLEX OUTLET Ia SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE Fol HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) DI3 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) a TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT L..I__:J SWITCH FOR DISPOSAL / f PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER J� KITCHE `— DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" LANAI 12 GFI G V ' ROUGH -IN FOR - OPT. CLG. FAN/ LIGHT PRE -WIRE / SWITCH FOR FAMILY DISPOSAL PENDANT ROUGH -IN FOR AS PER OPT. CLG, FAN/ SPECS ' LIGHT PRE -WIRE 1 / Ili DINING t' ' PENDANT AS PER SPECS PWDR FOYER WP A/C PAD GFI DISC. NOOK GFI I � J GFI /KITCHE — REF-- 7s CH DEDICATED RECEPTACLE FOR — MICROWAVE RANGE C#FI HOOD PER SPECS TO LIGHTS AND SWITCH ABOVE _AULW. IGFI 1 -- GFI 11 D. 42",& I' 1'1' I' I' I Tr'1'1'1'Iqp 44" — GFI F. 44". A.F.F.W.H. - LU w/ uj fG ` — Z 0mOQ Z W �QiFr BQ 3 >OI - / --------r--- LLL)NLL - --------fr - - GARAGE,_- W �l ENTRY ` --� 1> DB & GFI TO I WP BE ALIGN ALIGNED — — — — GFI GARAGE=------� LIGHT AS I o \ PER SPECS \ I I GAGE r-------------- DOOR --------------- R I GFI 10 IRRIGATION \ GFI @ 44" \ I I A.F.F. I I I I I I I � I I \ ------------------------------ ------------------------------ COACH LIGHTS /7 COACH LIGHTS OR PREWIRE AS / OR PREWIRE AS PER SPECS / PER SPECS FIRST FLOOR ELECTRICAL PLAN-B ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I , I I I I I I I I t----------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I--------------------------------------J SECOND FLOOR ELECTRICAL PLAN-13 +N� 4= IL�4 C 6L N C t1 r� `a m w C E ca C5 a tj `o M O CV CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W d E o I' M ® o co c N ` 'Z N Cj 0 J Q N (h C J O LL J LL J 11 L w (� Z - o t w li 4 I W c013 > W R _ N 0 v O LL ZN 05 Cj m w N Z Q J In OU W El El M z z N o g � co z o r U) z M �-J c� o Uj O �y o N Y� b— (n c ''t-' `n N co d N 0 �m o Jz w J � z � d E O o z >M 20 Z to C) o0 C7 o E o 0 ¢oww n to v�¢0� ¢z o� mo Z m m ¢W z z 3° W m ? QO F=~ O�i H3 M V o Q a0 H U L � C] � m m N o LO ,.1 O O Ln O LL d' v M O CID LO 0 N Q `CN ) N r n 04 .. iu w C4 r o Z lEC Z E O cn r ` m a E U 0 o Q ui p c JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. 3 I iIi 11 - ��- T��I in IIII__-1 it II II �__ __ _ ___ r ' - -- _ -.- _ _ -I I I. i 1�1-1 1 _I. I,I,, I, W,1.9 II I.n Ii/IiII f. €:.i.dl.l k„I�i...:�-IJ , I. II L,II..�.I r-—..I--1- ____ _ I 1 _.Yl_ __ __ _--T -TI ----I W tl 0 T 4'-0" ROOF VENT 5:1� 2 SLOPE 5:12 SLOPE' F- Z �_ w ZONE-2 1?ATTIC SPACE O T 1170 SQ. FT. LJ a O J U-1 0 N 0 u'i � uj O 1 rn r SILO —PE 5:12 512 I 5:1� 2 SLOPE SLOp'� LOPE a s .�y L JP� 5.12 SLOPE 5:12 SLOPE, I I I Lu Z ZONE-1 I o ATTIC SPACE o '316 SQ. FT. I I I I I I i ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Ve(ntt mt Amt. 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 toSQ. IN. of INof Ventilators ventilation soffit ventilation vented be provided tilation Ventilation . Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B SCALE: Y4"=V-0" c c r cy C 0 w Ca C1 S1n M C ID C� C14 •. C u- CL <O O a- y d O {C 4 N 1 N E L C eo y ao � 4f a C E 0 �. v 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E 0 a V ON _ o Y 00 W 7 LO W co W U) r ti a Q j LL L L W W a a Z F v W��_5 o Cc ° 05 m a - Z 0 ILW ZN OU W ❑❑ Z N M O O O Z � N z o J — W- N II ^^ M v (D o � -1 Q w O w o N c CN U) i6 i— w i J _ ofo L U I ii1 ti ffi Ch O U_ E Z Q ° E V �® o a N I— B �0 00 — E o &� az o 0 �z z C.0 t wg 'z = L Q Z m 0� D C OO J p U z F a w �� '0= �z z g o C/:)) g a z = H m p ti o w¢ M V O¢ ao o- U 0 � 0 = M N L.L rn m 0 CO N o 0 O U) m LO ~ o `0 0 N m N O � N Q N r w � o Z m Z V' rri f E 0 c m FL E U ¢ p JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. 4 I__—i I YF_ - 1, - I — I ___ - — — I 1—. 1 F. i � 11, 11 ilt , 11, '.11Ark-U. , �, i I p. 0 jp yp� q @- " p qp r1 pat � rl b, ° 'p i`j '14 a v @ @ @ I a e . Ivv� v•vvopev•vq�°:�vq�p:v°vv�p:lv•vvm -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL b d 1 i--n" 1 9,-n„ 11'-8" T-5" 5'-2" T-5" 2'-6" x 2'-6" x 1'-O" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 w----------- INDICATES FILLED CELL a T 60 1 w/3000 PSI CONC. GROUT I 1 J fn FROM FTR. TO BEAM w/ (1) #5 I 0 IU ■ REBAR VERT. ABOSLAB, I I 00 5' TYPICAL @ ALL PLIES i0 SHOWN. HOOKED F G 1 _ DOWELS w/ 17" EMB -DM ENT i I q w/ 25" EXT. ABOVE S B. I GRADE 40 STEEL C.J. I I �— I HVAC CHASE 00 ■ (PROVIDE 3'-1" BASED ON I 1 1/2" (RECESS FOR SGD M LOCATION 1 (REFER TO MASONS ( I ■ c(i (SCOPE FOR WIDTH. o? I I � III ■ I I I a I C.J. F I II ■ I I TYP. @ I TWO 3Y2' MIN. 3000psi CONC.) T-8Y$" I 4'-1" STORY `r' SLAB FOR HERNANDO I I COUNTY ONLY. 3Y2' MIN �e j ■ I I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER --/ 1 TYP GG S3 — — _ C.J. — I ■ I O I I II o CV I � `ID I I I I I III I III ■ iv ■ 1 - 9 I-- —� I 7'-3" ' 9 I I ■ PLUMBING GG I STACK C.J. _ S3 `r _ 2'-6" x 2'-6" x — 3'-0" — _ LO 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- ---- --- FOR A/C O I 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 K 3 1/2" C S3 S3 w I Wz ■ ■ ■ ■ 9„ 17. 9„ I 2 O w n qv I Z �Qo W 11'-6" T-11" I PROVIDE 1/2Q O z > O m ■ 4" 1/2" RECESS FOR FRONT DOOR pJ � Q ■ o? d 1 a TOP OF CONC./ PAVER TO O- m I BE 4" BELOW FIN. FLR. W I M >W `-' I 2'-6" x 2'-6,. x F1'-4"' 4'-4" C.J. — — eo #5's E.W. L S3 I i o I in TYP. @ ■ I I ■ '- ENTRY w I o I A � I S3 TYP. @ SINGLE o I J I I STORY o 1 (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB FILLED CELL FILLED CELL M ■ 191 Jim ■ 16'-0" 1'-8" 19, 4" 5'-8" z O Q 0 z D O U- NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION-13 SCALE: Y4"=1'-0" 0 9� c: Cj o M A C.) N r = LL Gt c6 O a- CnN L N 4 N Y d y E- L IS c � � o G8 -. J�z4NN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Wp E O s O O N O CM h y 00 N N CO -, CN C �m7 >3 J L 5 z C - JL�0 a �q� 0- 1 W r mo z @ N C O i o in�4iO' m Z IL co 0 MZ Q r Z N OU o ..:. ❑ E3 M z � o o z z o Q a ti N z ca 4-1 Cn W N � V O Ul �c/) w o Wy N f� U LJ J r-- _ E I z� L U _ (v L✓ N J. N 14 O W co M J m p z Z ¢ __j I.l- caE z o —0¢ > N Z a o O E v �� Z® as F— x" 00 U o E � �¢ �a < Sz a <o �w 7 L G/� C: a O Z U W 0 .0 Z m q J Jm F ¢ W �z a go cn 8 wLL ao az 00 oz - 3 � Uj 0 0 o� o� c O 0 L > Cv) 4i m m CO 0 N LO CL U) m N }+ I0 U ce) O co o N Q 0") N T m a Z z E O vi r- @ a E 0 ai ¢ o JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS D2 0 50 O n M eo 10 13-0" 2 FT3GE D2 12'-0" H 0 L` A @ 24" O.C. MIN. CE CE CE CE J S6 I— Ii TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE CE FT7G FT6 CE TYP. 1ILL,,,o CE 1 L1 0 LO BRG, WAL 0 0 FT8GCE D 1 V FT 11 L` J FT13GE BRG. WALL CE S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE- 3ETEL__�) A (2) A TYP. U.N.O. �t 22 A (2) FT9 D1 CJ3B CJ1B 9 D1 � D 1 FG3 m m Cl) U U 5'-0" M m A S3 TYP. @ 1 STORY (SEE AAiS3 FOR STEM OPT.) 5'-8" B4GE ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH iXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. I4:12j-[12:121 a=oft (SQ FEET) () VALUE DENOTES SUCTION AREA ROOF 1 2e I 2n I 2r I 3F 3e I 3r HIP -35.94 -49.57 -49.57 -49.57 —t-----T— 10 GABLE -38.22 -38.22 -60,99 -60.99 -60.99 78.58 \�a 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 I 1 5 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: j O SHINGLE: Y/s' EXP. 1 (Z%6) ores/32' EXP. 1 (��6) I I I I I I IQ I I TILE: t%z' EXP. 1 (32/s) I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a/8" x 0.113") NAILS I I I 13r QI 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Ya" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.CNLZBOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING . (2) 12d NAILS TO— "ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS " @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 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 wl USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER R 2 PLY CARRIER---t (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN-13 SCALE: Y4"=1'-0" It CNJ U11v Chi o G m J Gn C C <O G- N .✓ C LL 0. Vf 6� O N 4 d N `.+C a E s c ae � = e L a>i c c E ca a. ca SCfs S Iq� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ., v E Q N 8 (� N ) C c c2 n n�0a 1,0 a0 ar �N O LL ik C J LL •i W co LL o Z J w — o a �e m c d, n y1=0 o o t i 1'p W 7 ca "4_� 0 (Crn m w Z 200 � Z Q J Z N O U W 6 0 ❑ ❑ M M N M O 0 CD J (13 w ® m U 0 V) w o C� y U ,., _ E I 30 N O U) 1 Q N 0 o w o Z LJ- Z0 o o >N za z oE _ e O E O � F U U p d o ao o �z �z L C aZo m0 Z COJ .0U m m ¢ w o g zz zz cl O] �U dLL ~~ 6 z G F =� . O off. .y O > CM d' cc 0 0 a�Y� I"— COLO .� LL m N �± o LO N Q N E a �4}' z M z 3 E CD Vl T N m n E U _J q JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. C1 C 25' -011 I ILLY 1 r IIVI I ILL✓ I rl11Vl I OVERHANGS OVERHANGS I 51_8 11 V 191-4 11 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. JIND SPEED (ULTIMATE) JIND SPEED (ALLOWABLE) .XPOSURE CATEGORY 140.0 MPH 108.4 MPH C Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP gpF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" EFFECTIVE WIND AREA (SQ FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=oft i k t 1 I ( I I I I I i 1i r Ii ii I I I 1 r 3r 1 t � a=4ft ROOF - 20 TO 45 DEG. [4.12][12.12] 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" AREA ROOF 1 2e 2n I 2r 1 3 1 3e I 3r C H2.5A 565 535 10 - 8d R77A 585 515 10 - 8d x 1 1/2" 10 HIP 35.94 -49.57 49.57 49.57 t76� D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2„ GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 E META20 1450 7 - 1Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM Fi667 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: :/16" EXP. 1 CY16) or7V3' EXP. 103/16)SHINGLE TILE: 1%2' EXP. 13�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/$" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS '�`�` 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/$" ANCH. 126) 10dx1-i/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 1 Od 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 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Old 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 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUG_T15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F I w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Old x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 el/02F; INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN-B SCALE: Y4'=1'-0" N C= e� ISM' cm c � y w �t v -:• co y fl O !� a� w �,s a 3 3 eo s u d 3 c l^ c- 0 eco a tj dr,A1�1°1E4t1/'6�f i�1g3±vdi7df�, ^. L � •Zz 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 I- o 4 O N o Oco C (D 0 N N O J NO 2 ik W N 5 J C U- 52 W W t co U-LL 0- � W �13 Z L (0 0. U) i W W5 Ip h (O Q Y W W V%� � m W Z - m Z Q J J 0 �n N 0 OU Q Z .y W ao V M c�- z N C� O � z N z n Q J ll) N M v o U U w �o V) c y C/1 � U W J � zW i S i m =O N Q O N I� o � J o z w z a � LL- zo z0 Ota- 0 E 0° 0, I— XD O p U z CO E a¢ o &a z N ¢ o w 7 C < i z0 � z m C)z m o�z � z go W CID � T W LL a NW o w� ao 2 0 o m 0 N � CO 0 .-. ::3N oLO Cr J U) 0 CV 0 LO ..00 O LL n CO m LO N T. E Cfl E 6 Z ca Z 7 U1 r E O a E U Q 0 C JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. 6.2 -- -- I I� � •I,.0 -11:61 I*. la Va:.' a: Il i1..�.14'� V, I��4 A.1. ��, �� ,II 1 . ill f ii-1 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load -- Safe vertical load Safe horizontal load \_ . O GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 11B/1T 8RF400BIlT 81`321B/1T FORM & GROUT SOLID O } W _ U O #5 BAR CONT. 8F12-1 B/1 T O 'Y LINTEL DETAIL SCALE = N.T.S. NO I Kamm TYPE DESIGNATION F = FILLED WITH GROUT / U ='UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T U a tNOMINAL. QUANTITY OF N T WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3, grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psL 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP IN. (1) REQ'D d ° 1/2' CL 4 EAR Q ° p -OF-C.M.U. °° a a C < GROUT ° 5 REBAR AT e BOTTOM OF LINTEL CAVIT o -BOTTOM REINFORCING 7-5/8"ACTUAL PROVIDED IN 'NOMINAL WIDTH LINTEL (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D n J Q �L�� J - 3 Z W LuwOXJ w omCi0Z Q Q 20 J Z`-`0Lu - F80Q0m 1-1/2" CLEAR `C.M.U. #5 REBAR AT BOTTOM AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Y4"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE WI Y2" EPDXY ANCHOR OR YZ' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN T/1/VALL I L1` 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL 8'-0" LL REVISED: 11/04/19 SCALE: 1" = 1'-0" C 4'-6" LL (D 4'-6" LL �DMIN. 5'-8" LL O i _J 13'-0" LL 5'-10" LL (DMIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Ya =V-0" V M N 0 N i O: es. o o co sNe N co C7 as Q..�.N� � m w m ca. � c Z .d u c E PLO O � " ,.�r . I O� Op4C S JC ,401 RtEtF���11to\�`� 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 Q � E o 8 �* V 0 0 C N r �, co in �QM C -J W u-W o- E n _Z m O r 0. W] co � � W I LL N M Z Q Z O U U O z: W ❑ ❑ � z M 0 0 � N Z dd o V n � Z m a n` W,�l Ci `o T .O Cf'J LL LU U ` w o N �y N 5 U w J � m � I I z� L UI U p tffil 14 o W z Cam') M z o Q zoo oa Q� 4 a p E V z© oa NNNN ca I- rO o E §0 00 Za�< CD 2 It < = z W Z o �< pU m0 a0, ZF ZM Q% J ym > Z ¢ o� Ez go m o 4 z ~ tt dLL Y �3 w ;o 4- old 0 3 2O 0 = >M Om 0 N d. Co O .-. N LO U)N m ~ LO O U_ r` C) c1r) O p o CN Q rn N T- E -� ' d' ILO '- O Z ro Z E O v; .- co ca a CU E U a _J Q p � JOB NO: 23-00510 SCALE : AS NOTED SHEET N0. 7 3 x W I N i x m N v C Cr c, Q L0 CV 9 0 0 0 N q- v cn o rn N 0 i g. E v E o v CD CD tZ U `v U CD .v 0 i 0 -U tZ N 0 N r' a 0 0 N 0 m v a� v cn 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)WIL N0 LONGER BE PRODUCED FOR RESID ENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING 0 THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOPDRAWINGS WINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO A 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. 1 ST 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 F 10 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP F THE GUARDRAIL 0 00 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4. 1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. L DIMENSIONSPERTAINING THE LOCATION F REINFORCING ARE TO THE ALL TO E0 CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: �„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185I A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4,2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1;4x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4,3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER BEAMS COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE, 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatmentis required. 9. FBC-R R318.1.5 - C ncrete over U and mortar along the foundation perimeter must be removed be ore exterlolps°oIf treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. !MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 4". 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. !V a cam.® tt� W cV L_ c cc o `� N R ® L .y '17,.N S a E c �; 3 m iD. w 15 -9 •> v eu �6e I An6 �� A 4 Ci O rtiCM• L & ..r. 0 F�SS10,91 Jill 11100\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I» W E 'i O M 8 0 /y N V w OD m N 0 -5 co N U) U)r r-� z? J M my " a c -j LL J LL a w 0 a O Z m Ccn L O 9 o W p @ N O ��F W m w Z to coZ ¢ J Z N OU W M � M � z 7 _ o S � N z � � Q J nto' z a W1�' U' o T C/'J w O w o U-) R Cn c 1 „ JW r- - E =� t S � y N 0 I� o J z w M J o3 � z Z Q LL C ECL E 8 Co za oo wz ¢ >ro � oa H f0 CL 20 w C)O o E �< °o< Q ro Wz g wz aU > <o U m� O C com F iw <. < Z " U5 m 8 ¢ p F F� 0 p _ _C) o >° ch w< o�< a r °� 0 c O O m ca 0 ` N o LO v J U) m O LO _ O LL d- LL I(.) M O .Q m Q '� o L.n N Q rn N n t- Eof � CU ` � Z' Z _ E O (n m' d E U _j Q p JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. S N __F__lfl III II I Till 11-1 - 3 "O W r\ N 0 N 0 0 N J 0 LO 0 I N 0 v V 0 .n a 0 FV- Q N N 0 a E 0 0 C C J co LZ 0 U 2 O UI N U 2 0 3 J t- N N N a� 0 tz r� 0 0 m cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING .11..... I 'w........... ..1�` .��.1.......I.. L L ...... I ..... ................. _ .- ..... 16GAx1-1Q" LONG (3/4"-1" CROWN) 5 STAPLES @ 6" O.C. VERT BETWEEN MAX. 11 ( 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" ¢ - STUB -OUT FOR o LO GAS METER O o - � U O F 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'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x P 1-118" 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 90 2.0 2x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —i FILL CELL co w CONT. #5 > STD. 90° BAR I HOOK STD..90° HOOK r— BOND BEAM BOND BEAM STEP SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION)'' TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION f—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 @ I NT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max 4 max. I Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building �1116" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES � DO NOT cut, notch or drill flanges 9 • BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing wall when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wail 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 j, Q�'/ Provide adequate bearing J for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails require additional consideration. SECTION 0 INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 11 co t i�zm J = 6" A 1Y," ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1jz" `i,-Z" Airy 16' joist - --_ __SF } _ _ __ $ I' t7 r '-tf" 1-2" V-3' V-3' V-7" V-11" 2-4' 2-9' 3- Z. 3 a,. 12 I -a' 1'-1'" 1-2" 1' 2" V-3" 1'-�91' 2'-4" 2'-11," 3-7 4' 2" 4'-9" 5'-4" 16 1'-9' VA"• 1'2" 1 2," 1' T" 2 S 3-2" 3-10" 4-3" 6-7 6-4' 7-2 20 1'-1'" 1' 2" 1' 2" 2-9' T-9' 4' 9' 4-10'" 5-11" 6'-11'° 7'-11" 8'-11," 24 I -U' 1'-1" 1' 2'" 1'-3" 2'-6' 3-T' 4'- 5'-10'" T 2" 9-4- 0 10'-91 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc Web Stiffener Fastener Schedule Joist Bearing Location Series De th End 1 Intermediate BC15000s® 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8"' 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d re - SIMPSC wl(22)' NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)I— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM " SEE PLAN FOR °• a . • . ° ° (i FOUNDATION INFO a d STEM FOUNDATION GRADE Filler block. r—REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4%2" gap 1p 7A 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 ' o� I -JOISTS BUCKETS N.T.S. 11VU i1r1 iJt 4 t1vt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 4 a 1=III={ I f={ d. d: PLUMBING LINE PVC OR SCH40 SLEEVE 4_ 4�Il�� d I — —_iIIIIII�' �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0` CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE i r— PLUMBING LINE 4 L 4 d CO Z • • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE C. d I_==1�- '' a SEE FND. PLN. SIZE & REINF. e" -a CL o ci c co w C.'a -o n x •N y N � N O Q .ram. GV � 3= W W= da:5 �EsZ 3 ca io y a0 � No,, c c E m 0 �V0t .x a, (J) �%ttlltit+t►tE���� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, f g O Q 03 M U 0 O .0(C) w 0 5 Lo H N 0 ei co v u a = LJJ LLW (L _J _ _Z C O f1 o it :3@o M N Wc°n�pjO' m w z U) MZ Q - J �nN O U cgs z L) W N M o g z N z o � � 13 N z 0 ° gal Q� u- 4-J Cn f>3 W U 0^ w o t+ / N f— to (16 — M 8 allE V^r. C _ �S V O N U) iu ° c ¢ N I� a J< w M M Z ¢ Z Z U_ O za zo q E LJ og z® I.-- M d0<O O o 00 U O co eo IT .0 o w z <� Ca to<o mo Z, z0¢ Fro � z . 8 go W T ? > oa w� az tq w << i~ W AwZ o ch �o a ? _�<T0 0 C 0 i i > M © ui rn T m is CID LO O N ° O CL f� -2 N �°0 LO t d- j m O m CD-0 O N Q 0) N r o z cu Z N T E O 0-0 J Q o J JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. SN 1 I I- I -_-.. R.. _ _. _._._ r 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 5z� FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM VI E. —I I. I I I —III —III I D I I I I=1 I I=1 I I D7158-CLASS G or H, or ASTM -1 I I=1 11=I I I —I D3161-CLASS F, IN 12 7R905.2.6.1, ZTYP•) VARIES ACCORDANCE w/ TABLE FLORIDA BUILDING I I I=III=III=1 I U I I=1 I i—I 11=1 =III=1 II I I f 'LI I II CODE 7TH EDITION (2020) IIIIII IIIII IIIII II I II I1—I1 RESIDENTIAL ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0' S3 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 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 FYPE'IS" 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/'X' w NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE M D 00 6 MIL VAPOR BARRIER i a p IIIII N _) D �� • COMP. SOIL. ° '- (COMPACTED TO 95%1 I MODIFIED PROCTOR I TI [ ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT._/1'-4" CHAIRS TYP, ON (1 STORY) STD. 90 HOOK (SEE O 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DE[ DO, PAN C01 I SEE FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z �M 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT, OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS - r 2x P.T. PLATE TYP ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 00 z NOTE: - -_ t FOR BEARING WALL CV - — r W/ UPLIFT ONLY FRAME WALL C.M.U. LCONNECTION W L TO C. WA L D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" SCALE:3/4"=1'-0" S3 v GRADE =(1) #5REBAR w/ OPT. 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS M L_ ...,. -I iI . n I I Oo rI r T =1 11=1 I •y � ' . SEE A/S3 OR J/S6 J -ILI I I I I I ,III , IIII FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -� 5/8"OR 1/2" HIGH STRENGTH \--•TRUSS - BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) O GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8 x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ 24" O.C. @ ) SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS ELEV. 4-3 1/2" z �31/2" MIN. (-31/2" MIN. A.F.F. LL N - r31/Z"(min.)-4° 00 — 31/2"(m n��4"�I, b II — •' — II I T_T : - I I I =� (2) #5 CONT.I "'trti") rrr I 4" 1'-4" 8° U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS ,,,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH Are 00 —ff _ 31/2"(min.) - 4"-IT_I -�1 f=1 TTr (2) #5 CONT. 4„1 rl I �I �i11111 I8 U.N.O. MIN. TYPICAL BEARING WALL a" STEP SCALE: 3/4"=1'-0" 1/2"(min.)- 4" CC S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �/ �coNc�N 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: 10'-0" (R302.11) APPLICATION 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" 3RD LAYER 118"THICK. K.O. BLOCK 10d NAILS PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING XSPACE ANCHOR 3500#, MIN. TENSION 2600#) _ FIBERMESH WEEP SCREED INSTALLED BAR o PROM UVUV T END OF 2" OR FIBERMESH , E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w D ° GRADE 40 MIN. F = 40ksi � D N �4--��• #3 & #4 LAP SPLICE y-, FINISH GRADE °° (GRADE 60 MIN. Fy= 60ksi] a -III- I - I m I-III-�I I I-�I 1= o CO — .D D 25" MIN. LAP [30" MIN. LAP] g 'T = I I D 111=1 11=1 11= = I _ w 11 I —I D 1=111=111=1 6 MIL VAPOR BARRIER TI- I I D ° I I,�T= I =1(__ oO � T= ° - - �, I I I ° 1= N z T #5 REINFORCING BAR R 1 7/8 I-fl =1 I I—i I I —III -I #5 LAP SPLICE (2) #5 CONT.1(- COMP. SOIL. (COMPACTED TO (I I _ D a - I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1' 4" 8" 95% MODIFIED PROCTOR ASTM I I- I I—III-1I-III =T �= I l 10" (TYP,) D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 \7 F 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 � a � TOP OF BEAM a N SEE ROOF PLAN — — C rrr rrr r r ^ (2) HTS20 FOR STRUCTURAL 1 �� I BEAM SIZE & r TF. d CONNECTION INFO '° T P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,/ 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT — • ' ¢ INTERIOR -3 1-l2 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 r N i I=ITI=Cl) 6 MIL'( — BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" a 11 2x4 #2 SYP P.T. FRAMING w/=I I IIII I ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 _' 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `' ' ON FLOOR PLAN CONT, BEAD SEALANT w SIZE VARIES PER PLAN Cl) ao GRADE a w/ MIN. (2) #5 VERTICALS ?LuFILLED SOLID (SEE PLAN FOR -f = 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) LU c� • _ T WWF OR FIBERMESH �,IL BRICK PAVERS or SLAB PER a Iwo o o Uj ' • • _ • • v z a ° COMMUNITY SPECS " M - - ¢ �_ , -FOOTING MENOF IN: BEYOND \\• v o v� \� r�o o\o ■ , w • (SEE SCHEDULE) 3" MIN. CLEARANCE ION FOOTING WIDTH ''i`o`o`i.`. r , .SEE SCHEDULE TAPERED• -• rCD -A • • DETAIL Cn 0 cat =gym � cc C= w-ao� Q dN ]L d 'd oLa c� v w L � r <<trrtrtttr�tt��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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W Q d E O UI 0004 100 N O ik LL C J LL • (� a LL _j a _ w Z I rn a j W o��� 0 W z ' °' ' m w � N N 0 a W co ❑ ❑ 04 M N M a a z o Q n V) M z C9 0 (6 w � V —� O ,, g V) y U W J b— — E c> a o w M ch J Z ¢ Z z U_ ce E Zo >N Qa E o w o0 I- r6 xo 0o U ¢ CIDo it 4 z WzZ CID C: C:ow m° z J Q� �z W cn5� I w LL d z m <o �Z _ =H O WF IIIIIIIIIII� W zl o 2 C:)= 0 > M a� ro 0 co O N o O �N^ L O � O C:)0° o LO N Q N T E c Z z E O ca r C E 0 a U Q p °i JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. S3 (MONO) T I� -- -- Illl:1 l iT �� i - (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND —\t FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY AL IS 1 1/ " RAI M VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE W L 2 AX MU INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN PLATE W/(1) 10d @ 8" VARIES\_2xBOTTOM O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID �INT EVERY OTHER —STUDOW/ (3) Od NAIL 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 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL ( ' TO DRAIN EXTERIOR WALL CLEAN -OUT q WALL SCALE: N.T.S. S4, 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER I❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d I I/T NAILS AT EACH STUD \ /� —DOOR OPENING _F4� DOOR OPENING —CL 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED Fill COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4, KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° ° Q a ° g. STD. WHOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: Q 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4, WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL T LU 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 1° a a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 19A4v'110�bvlv 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. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 AGE SPLICE NAILS TOTAL) EA. SIDE OF R 48„ SPLICE STAGGERED . , . MAN 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) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER o 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. OD SIMPSON HTT4 TYP, 0O �R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS J�F SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —1 0 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS —LINTEL / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON r SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE U) \T2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED It. J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & TT FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD I t 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� REV. 06.24.22 SCALE: N.T.S. e� JCD LLJ _ Of O C7 CS C f0 C-3 N _ m x vs .o eel s N d O i6 Q N � �2 d E C s x 3 cc L �- = >. � E O G Cy U CD ggo wtv 1 OF d�%�QOF£8$tO���\\��`i` {!!!lttt###itetttt'` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Am Amok EEo Q O U N /9 0 v y W N 0co N (n r N _- "] J C � LL J W � IVY 13 W VZOi tJ 'W oLl.. (O o N� rn mWw W(� � J Z NZ ¢N OU L) U) W El© M r z N o z o �o Q � N r, U) M N z acz `o L1J ° 1,111AU O LU g N c cos _ E ... m3 L o N Zi, c U' d < oto w M J � 1 Z z CE y o0<o p_ p F zp F f0 — x� 00 CDa¢aQ E co z o a z e6 Qo �w Cn L Q O .0 m J coo 0� ¢w �N o ao W cn < 0 z O �O Jz �O M w¢ 5 o _ 0 � O = (y1 �J I..L O � rn c� Co Lo O N o LO < CrY w m >' CN LO MCIO O 0° Cj O o Ln N Q N r ca w o Z z O f E `m a E t� ¢ o JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. S4 I h l� 1 7 I 11 111 11-1 --F--T----F 11 _. _ _ _ _T SIMPSON HGAMV w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (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) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & 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. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ NAILS 6 O.C. MIZI THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7z\ GE AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)EDGES NILING SCHEDULE FOR SHEATHINGDETAIL 2"x4" CROSS BRACEAPPROX. 8" FROM RIDGE FASTENED ATDOUBLE TOP PLATEEACH JOINT w/ (3)10d2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHENTOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALLSHORTER)SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE(2)16d OSB SHEATHING ATTACHED FIRST ROWS OFTRUSSES NAILS W/ 10d NAILS @ 6" O.C. EDGES E FROM EA. TYP. TOP & AND 12"' O.C. FIELDEND BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF, WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4 1/4"xi 1/2" SDS SCRE70.C. @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES A 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB S ECT I 0 N 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FORX-BRACING, NAND AND TOP= SEE STRUCTURALCHORD BLOCKING NNOTES F AND NAILING4 INFORMATION GOSCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/WOOD TRUSSES `� - 80 1 1 - 00 1/ " 2"x4" CROSS BRACEAPPROX. (2)16d NAILS 8" FROM 2x4 RAT RUN BRACING 1 1 2 „EACH RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w/ (3)MIt BOTT. CHORD FOR 4 10d & (2)10d TOETRUSSSPANS ATTACHED W/ 2 -16d 10� 1� NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING( STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS2X4 @ 48" O/C FOR THE (2)16d NAILSOF BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUALTRUSSES FIRST (4) ROWS OF O/C w/ (2)16d 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) EXT. WALL CONN, 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0"S5 TYPIrAI K JAII WrgrHmi II F.q FnP RI III T-1 IP rni I IAANSADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS)TOENAIL(2)16d NA 2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S.S5 IiVIV I . ULf1flIlY�.I 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d X0.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL10SCALE: N.T.S.5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T,S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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 "T" 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' O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGBLOCKING @ 48" 0/CGABLE TRUSS Al TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE T. . FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E CUES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—/IBLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION 9SCALE: N.T.S.CJ 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" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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) 0 z —1 a BRACING w/ (3)10d x 3" AT = • EACH CONN. @ 24" O/C \\-MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE 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" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS �trviv i . ucnniivu - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMI'SUN SF'L W/ (U) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0"I C7 = ✓� L CORNER JACK Y U Q tY W z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n v- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I� I I� 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 1 1 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 �•a �t d �o ag a �wcr'.r c .. >= U-�. N N O i N d O d y ' 0 -5 2 v = a ` i :'; m is3 � m sa = .o CL 0 ,y Jv . � `• cc y Y O 1LU vo SsI l4ilo0s" 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. y F_ 0 8 Q N N o ..0) op m N_ -W -co4 N pip P � co 25 LL a C J z LL w ca JwLL 5 � w Z @ern a Q•i 0 N (fl N W 5 T m w IL Z 00 t MZ a J K a � N OU * 0 Z W ❑ ❑ M cN- z 0 0 z W z o � a n M N z U o a-1 OLUo CN �cn co J v _ E ' 5 S SiW Imo.. P, U o y Of N M • ®® O2.6 W cl:. J Y z 3 � c E o- O Co ? a Co ro Xg �o oE o C'D E o °¢ z fO L ¢o Ww � CIO 6 U m 0 Oc z m J Nm �w Q a z ZO az �2 m W W T o m ¢o o =k - � 4 h 3 _0 O O M wt- oIQO120 YO d F V O 3 Q O 0 �, m m 0 ^, CO LO N 0 J � in m LO ~ OLL co 04 m N04Q p �1J 0)r E E Z (0 Z 7 N T E O `m c d Ucu Q p JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I 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" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU 07 AREAS. FLOOR SYSTEM ER PLAN 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 UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o z 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JI`w LAYER 1/8"THICK. �w Wes —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 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)1 Od 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. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 m (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn v 4"x4" INSPECTION PORT AT 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 CONIC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 410 6" BELOW GRADE @ 4 O/C, 2 ROWS STAGGERED C d' °... ° FINISH GRADE 0044 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 1_ "' °. --- I I—III—III=III= SEE FRAMING WEEP SCREED 6x6 w1.4xw1.4 . a ° I I �—_III—III— I I 4 _ I I L —1- o Z PLAN ,. INSTALLED PER MANUF. WWF OR FIBERMESH -III=L—III—I I d'. d I- — I 2 x4 CROSS BRACE @ 48' SIMPSON HETA20 w/ 8 10dx1 1/2" ( ) NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF I , , fl1-1 I I I1-I I ' STD. 90°HOOK END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR — — W/3" MIN. CLEARANCE 4" 1'-8° (SEE DETAIL) END INTO 2 x4 BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION J SEE DETAIL 2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=1'-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.( 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 WEEP SCREEDLL U. INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA, TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=1'-O" S6 RIBBONS 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. @ V_ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 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 TTT ' '}�-jr'-j—r7 I I 4 d •.d/ra • ° • % .a 1 ITI I I—L=1 I I-111-1 I —I III I I I i 81-11 I- 8I I 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SSE ADDITIONAL SLAB INFORMATION. -del---� 15/3', OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF � NOT FULL HEIGHT SHEET /C CO Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F SHEATHING W I FF M SOLID 2x C BLOCKING @ ALL C SHEATHING O co EDGES( SEE OPENING I SECTION X-X aLu C x W x E w 2x STUDS w BEYOND, w SEE PLAN o 1 \-2x4 P,T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATEBEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I f 1 r1/ATlr%Kl MIAnrIARA 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/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SF p�/NOow WN 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANYe". W z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. a= O w (JD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. v=i E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. U J w/ 8d COMMON NAIL - LL 1. O ) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER � O in F al-00v� w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 H m a � O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 6 O ~ MEMBER IF GABLE END LL a NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE yo NQ SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAU4----\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH C . • d. '. •d d .. e a :.d Cl) I_I I I_ I I —I I d III —III —I II III -III— � I —III e �.I -IIII�IIIIIIIII d d— I' I III-1 I I=1 I I (3) # 5 REBAR ON 3" CHAIR 4" 1 _g W/3" MIN. CLEARANCE ALTERNATE FOOTING Im HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2)(3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 )LYWOOD 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. 00 FINISH GRADE — 1 III„I o @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 0 cli N to > W N �=o Q- g O =�enx ea o rn fl o Q CV m E to as °� d ' Ln- cc =jn lC p CY- � go vy, nr��/ 'fin • V } °b \/' lb C ) .rya 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. I' W d' E /Q V N o Y .00 07 N r 0u 0) ='0°0-- G U) h ^ FA 4 J m v - a N 5 J Co J u LL 52 W a Z 0 'u W m C a 2 W L @ 9 w . C) o � @ N � O W r°�°'°' m Z 00 J U) NZ ¢ Z N OU o W ❑❑ N th og N z o � a �* J a. in N M z CD o v1l LL T C/7 a ° U A] 0 �M W o U) U 6 V-� J will t- - Uo c U) Q o N �� o w M z G W o zo yM zo E U wz ❑a N o E �z C13 7 O U w m0 0, m 3 �� az �z oQ go W C> 31 o w ao a w M oz r- 3 w D M V 5- a S c Q 0 co Cm m T cu L_ It N o 0 .-. F-- LO 4-1 O U f* m o O G( N r E c z° Z E O N to n Ebi U °, Q Co JOB NO : 23-00510 SCALE : AS NOTED SHEET NO. S6 (MONO) - - - - i�� I. I--.117T-❑ T—A-1_.I-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" �_� AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP e P [/AAATTAACHM ALL COMPO 2x4 SYP BLOCKING STAIR TO CONC.AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER TAPCONS @ MA (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND NAILS) OF STAIR TO CONC. W/' X \ NAILED TO STRINGER / 2 a' TAPCONS @ MAX. 32" O.C. / �I EW "A" SCALE: 1" = 1'-0" 10 SECTION VIEW "B" SCALE: 1" = T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —4 ZX4 5Yl' bLUUKINU FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU NAILS)) x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SCALE: 17' = T-0" YMILL / NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' \ 0, SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL TUEEE4 x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED---\ ✓ NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAP2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUCONED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS B SCALE: 1" = V-0" 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x DRAFT S7 SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS X GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" F F 2x4 STC 2x4 SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN G-1 TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 SIMPSON A135 4- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL PER CONT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: �, = 1'-0" F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" t% - C. co d 4 c > C;, °) e, 3 W- � �. % a . y 0 f� 2�'i1�SFBv�''3P M�F¢ S�i R�R%�y�t S ego W Aa•M�°`` c� zz 2+ o.�6 iV� aR•5exearRRRrry` �a Ot'-` jp w t 014. ell K Reerr/cif#[•I:. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W E 8 �e� U N 0. m N R ,. C rn�r 2 LL pA J LL 555 a V W Z �rn ° w 0 3 'caNCO > o rl-- o co LLyJ 05 cO M w M Z ¢ r N O U z rU a. w ❑ ❑ Q N14 Q� E3 N M (10 U aL13o U0 N left— C3 cv C2 N O o M 0 z z z LL- zo 00 o E 0 0< Xz -0 r ¢Z r� c 0< 0. 01 Z, m m ¢z J 3 <� w o� zz �o CJ3 1 0 z I m¢ O� N Z F ~K O wa �O zl� ° C O 0 M N rn m c9 Co LO N O Q U J O m 0 O LL I� m � NT CV rn N T- E m � o Z z iri f E O m a U Q p JOB NO : 23-00510 SCALE : AS NOTED SHEEP NO. ST 3 W 1 0 i m N 0 0 0 W) CV 0 —1 0 0 42 I N 0 N a ine N N 0 a E co N E O v c cn CID t� In 0 b U i 9 0 i ri J c 0 •U 0 t� N N N 0 0 d rn 0 N 0 .¢ m v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X 4 El"1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16 BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS ►� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. ' x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN, EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO ' BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK NARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB \_ ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX �EMBEDMENT INTO it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS T-O" 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) 1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +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"x1 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'Y2" WOOD S SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i 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 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1,,18". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF F MORTAR BED AND TROWEL R 0 T 0 REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN, LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) 'STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" o. P. _ i11-1Tf-T=1� I-1 I Ir T D .D •IT-1I =1 p I— D'° GRADE D. pI- °. ° M t? . z ,\ r •D " n' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN, 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION DO NOT DO THIS kR w THE :S T 00 #5 REBAR (TYP) 40 TD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (" ) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT T2x BLOCKING NAILED TO TOP 4 CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (*") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1'-0" (*) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PAINSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + `� T IFNH G + + + + + + + + TR 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 CGF CI-IFGT fly AAlt1 SIMPSON HTT4 w/ (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5 /8n DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,, - z O fn 2 U_ 0 W a M U f/) @ FIRST COURSE Ilk SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ Sd @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" -, TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL list 4 COURSES SOLID W/GROUT ° a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. e OVERHAN f° ;d d. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLO #5 BAR x p. 10 ° ° CENTERED W/ e ..' ° • . °s-.-L2E H IN TOP o e P. KNOCKOUT/ N e ° CHAIR BLOCK MONO FOOTING .•,° ,a ° SIZE AND REINF. PER PLAN - AND SECTION DETAILS CLEAN FILL DIRT z G ° ° STANDARD o #5 BAR IN ' 90 HOOK N FILLED CELL, L ; 'd- sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C%j �,u c 0 us G%A s�C cj- v+ co o — y 91 of ty N a � y i= L w c .� es a y 3 w C; as � c � ee � L 0 a go vnV C10 ' L -c la,It , r r,°1 SSI0 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 a 4 of 3 `% 0 N O N S N :! - 00 , � 0 rn -, , rNi v "' C �i J LL W � u_ a � Z _ W — -o a Y � r -0 Z o 12 W y o `0`"CO o W LLZ ���rn m uj N Z Q J N Iz Z O V 0 W ❑a M C> ! o 00 z N z o � J N co z W �J _o LL (13 � ry � V O V) ,, g w. O Uj= loop 8 = w d U ) C " �® o w M 0 0 z z =a >m CE os<� zp � ° = o� 00 O20 o E co Q, z;; �a a z wo_ <, �w 026 m2 Z m Jj Nm' F. QW 5 > ¢ 1 z O W C) � m � <a w r az =3 � L F o w¢ ;o I� M 1�< 0 0 0 O a > C'7 rn CO O N ° O cYi J m LO ..i +� O LL � CO O h 00 N 6% o LO N Q rn N r ai E c W '— o z cc z E O T cn - N c CU d E U J Q 0 JOB NO: 23-00510 SCALE : AS NOTED SHEET NiO. SS �- ,�--7lTlr71=ri r---"u raiu i I I I I ( I — — — — — — — — — — — — — — — CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: FRAMED RIDGE MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONBE V. NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER M MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VV/ L-Ivu `W 1-I-%%al 1 r 1\VVV vv 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING 1 MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION TYP. ----Z—WOOD TRUSS —j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. IFPORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" - (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" FWHEN DEPTH EXCEEDS 30" GRADE = Z -- N C PORCH SILL r15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS T 'T 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. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" (wj 4" (— z U) PORCH SLAB SEE N d FOUNDATION PLAN w cn 2 z (2) #5's CONT. T&B w —' W/ #3 STIRRUPS AT C14 z 4'-0" WHEN DEPTH - - r EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND _ SLAB 1 1/2" - (2) #5's CONT. T&B w/ 41 1 _.; ., i - #3 STIRRUPS AT 4'-0" PORCH SLAB SEE _ WHEN DEPTH FOUNDATION PLAN -- EXCEEDS 30" 41� GRADE 04 1'4' 2 ENTRY PORCH SILL 14 SCALE: N.T.S.77 WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z 0 Q w J w w w INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ w/(1)#5CONT CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4' 0" '— N MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 1 -4 KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 _ w/ (12) 1NAILS SIMPSON HUC410 w/ (14) I L.SEE PLAN L. OR CANT. CENTERED AT SPtIT TOO TIE 16d INTO HEADER & (6) I BEAMS TOGETHER 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR COLUMN SIZE CONNECTION INFO I j REQ'D ONLY WHEN INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A OPTION B CONNECTION INFO OPTION C SC EDULDE/PLANM COMMON BM. TO POST ATTACHMENT rA EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PLAN SCALE: N.T.S. FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER CENTER OF POST 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR xx SIMPSON MTS12 w/ -- (14) 10d x 1 112" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. I 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0, 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) E3 Ed SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" %2' CDX PLYWOOD OR Y/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ° e- a .a. °. < N z GARAGE OR r LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %8" EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT "' I. a AQ E O ° MAIN HOUSE .4 SLAB °' � a' (2) #5's CONT. T&B a e w/ #3 STIRRUPS AT ® 4'-0" WHEN DEPTH °'. EXCEEDS 30" a g <d °_- g. a V-4" SECTION GARAGE MONO 21 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) 0, 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) E3 Ed SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" %2' CDX PLYWOOD OR Y/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ° e- a .a. °. < N z GARAGE OR r LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %8" EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT "' I. a AQ E O ° MAIN HOUSE .4 SLAB °' � a' (2) #5's CONT. T&B a e w/ #3 STIRRUPS AT ® 4'-0" WHEN DEPTH °'. EXCEEDS 30" a g <d °_- g. a V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. e+� c�a c c� d -o 9 W o u oaa• c C f0 C� N ,G LA..a N (4 C - tI) a N N C /4 Cr CrL r. N � C7 � y E d� a �. 39 cm c ,\N�, a. rP10 r' F,o� a *mA�Jes� Ott 0P`E� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. !• Q o a o8 F �;. O N m Q N O C 10 ti 0 � � N N OJ F 0 '� ,n ? n N stir, �, .5z [V � ik LL N s V LL , ai ca LL U U_W �� W 2, o W 0 r co W 0 m N O 3 �¢ 00 tax Z 0 "ri g?f .sf3'{i'9a%iu:,t*31t' W IJ N M � o N Q o Q J � a M IN z 0 aj ' ME O LU g �N co wo ('6 r U c w z�B 0co m o z w C.0 M M J w � p Z Z G LJ.- C C z o y N z o E wz 0� cc_M Q. g o o �< Qo 0< ww ¢o m(D J a z in 0< z g0 a T � m y � m M oIQ a = v o 3 2O 0 = M O M CU 0 CO N o LO CT O 0— U) ca N U) O L Y O cD N m �^ Q 0 U N a a) N r n C CO o co Z EO CU a E U Q p JOB NO : 23-00510 SCALE: AS NOTED SHEET NO. D 1 (MONO) r r i (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ 6 10d x 1 1/2" ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 0) d• FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • � 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ;o SURFACE q 2x4 #2 BLOCKING �} THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR i-JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6) 10d ( x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 ( ) 10d x 1 1/2" CLIP EACH SIDE .. .. • • • • OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON "�� INSTALLED AT EA. END � MIN (3) 2x #2 SPF STUDS END OF @ .. • • • -• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB — — — — — — — — — — — ^ — T 'G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ 26 10d ( ) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24 WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR n SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A\ SIMPSON SP2 w/ (12) 10d NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD J NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED � SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN _ 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. �D SIMPSON SP1 w/ (10) 10d NAILS G (2) 2x HEADER INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR I I NAILING AREA (TYP.) I I HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE I /:(2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. BASE PLATE SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 2 2 x #2 1 () 1 1/2" USE SP8 FOR 2x8 ( H • o FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 - — SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. WALL 24" O.C. ) °� EWALL OR BEAM WALL AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP IF OPENING IS GREATER THAN 4, (BLOCK SOLID) \ / ° (2) - 2 x 4 SPF STUDS ARE WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, I I / w/IN TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR I I 2 x CONT. T & B J _ AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE I I 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE - - SIMPSON HTT4 w/ (18) - AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F �,P FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ �7) 10d NAILS & (4) 1/4 x2 1/ TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONSOVER PROVIDE BLOCKING TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS Ipa% o 0 TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : • " "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) 0 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW I (24) 10d x 1 1/2" NAILS AT TOP AND 2"NAILSIMPSON AT BOTTOMFCRIPTO HEADER 5 FOR EXTERIOR2STORYWALLSONLY. SHEATHING CAN STOP ONCE UNDER s 2 STORY COL. aC� GIRDER 7 ! � I IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ° .'A ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER • 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. O O 3" 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x PLATE W/ 12d TOENAILS. F 2'r4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) SILL (2) OPENING LARGER THAN 4 ft 2 2x • 48"TOA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ 6 () ' END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET OPENING NAILED TO STUD \ \ r8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). • SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP ' 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,;; W/ (2) 10d NAILS NAILED TO STUD PACK ��" ` FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. �I� AGAINST 2x8 2x8 TOP . \ FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. C N N .W a =°mom Ewa. a m m I y11,lllJttlf ttt Cj�v�f/f �\,N '��''• F L O ess ttl!!Il i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages Gearing Engineers signature and seal. W �E 8 IR 0 v ai W Nco CO A Iri . M V 5SZZ # LL Q C J LL W 5 J u_LL i a a Z —v Y ty2 ILW U5 cj m uu Z_ N CCe) Z ¢ li O OU¢ Z L)U) W G M � '0 p Q � Q M V)^' z a W 0 o i- J ('a C) O w V) �N U) U w m � aft L C Y 0, o M M J O w Z � Q g w Q O za �0 o'LL Zo <� z0 E V Im io ❑d 00 O E cQ ¢1¢ ai°z wo 0 az ala �� w _ of Y o o, z z -:5 m J � r�! ¢w 2 8 3 T 9 > 12 0< w Z. Z0 s0 a qw W p m >� oIz =F F K = J 0 v 0 o3 O M I� Om m 0 N Ilo Co Lo .-� N o Y J O r/� VJ m Lo O U i� co pp o U-) N Q rn N T'_ E n z M Z V Uj T © 2 U J Q r J JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' ' MASONRY WINDOW BUCK q 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (rein) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut; fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. S DO NO BOTT01 FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING I (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - O 1 � 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER - SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING 2XFRAMEWALL PRODUCTS DETAILS TILE FINISH 1/2" DUROCK WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1'4" PER PLAN Detail Instructions Refer to the number marked as O# in each detail that corresponds to the 1'-0" PER PLAN numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding SLOPE 8" CMU < SLSL laps 3. Self -adhered flashing can be substituted for building paper 4" OR 8" CMU a (PER SEAT DEPTH) ° 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT 8 a 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" 4 a Minimum) SLOPED MUD BED 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to 8 4 fit tight to corner _77° VINYL SHOWER PAN a , 8. Mechanically fasten as necessary °` ad SLOPE a a a 4 4 4 4 4 4 4 SHOWER SEAT Q W U) m Q SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-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 PROOF CAULKING CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. Jr, 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 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS ADHESIVE FLASHING JAMB&HEAD INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE 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, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO SE EXTEND A MINIMUM 6" RELEASE DHESIVEASSHOM) 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 MM 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -7 Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. LF-ADHERED FLASHING TCH HERED FLASHING 2 14 5 1 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS ,STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with 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 4Z 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 `� w C-A o � cr 00, o- 1A Chi p y TJ !V L^ N � b t6 UP = i .• > c a r d ccIa.c C �v n M CV O N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Wot An A11111111111111h, C E co 1V V o ,: I 0 H ;LO91� inti0a J Al iwIi \ N 0 # LL Qj M d- J u U d J W Z m c rn cn W W y�oo ��_� o Z r°�o'a' m W J 0 m Z J Z O V O W M � z N M o z o� �L J N U o ILLJ ® U m O w o U ° � L�w U =o N U) 14 481 o w CID J z Z ILL_ �E zo >N Z< Q E o U OF z Z0 oa I- r[i o 0 o 0U O o E F o 0 Q �.J z wo 0 mo CrZ, �m aw 3Z �� 02 �m go W c`Q'n w a m W o r_3 o <a Yo F M a DU 0 c O 2 > (� A/ L.L O 0 CID Lo O N o LO 00-1-1 � U)mJ�' N Imo- Ln O u cc m N M 0 LO v o r- o z CU Z E O W � E J Q I] J JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. WP1 - II Mounting Brackets (10 Gaiugei +V2`x4-1f2'x2-12e - T1 Back Cross Uipiport (May be cut to Wt am 4netirr Schedule I Right sracket (16Gauge) 112" Dia. A325 GaIv tTyp,l , I T 14 Se -Dulling SCfEVVS A/C Writ avtturn Edge i Hurricane Strap (Tyr icaI3 in front) 111la�her4 Fro Cross Support Sdkocking dints (May lie cut to W) Left 6ratket('I6Gauge) #14$elf-DriltnigSNcrewlsThruBrackets & BarkCrrlss Support lintel A/C Unit Battortl Side (Typical: 3 each side for hurricane use) ?uxEtt}ic aral.aft bLal .,,,.;-1:u ace fasrvnlaxi uu)n eactr }3urormc.4ec B.- T•t.imad 5 fibass g avall66 upon tNitaist ( t aaal laid apphj Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 dri al5raozr i. -. �yr, 1�,::�3iy ���.:., ':rz s, - .:"s-. .., _.'v,Y�.x4 ek'.:. rx „;.. ' "-�. '�` <Y{�,;3R" :..., ., .-.Hr, .x K... Fv�,2� � ��.�.I ,..<.. • �-^". �h ... t' Ya��,�' -.e tt .�.. :*3.,,':..:r 'P,hr•.'., .-'e�,,y,, .,.^r�2��- _ �"v `�j,r'�`� 3?. .'�.a 4". ^n rm,«. L•:. .. -e-: -.. ..,-'�.. , , ,,.: . yY .,�., ., .: Code Entry or I21ilk tna Dale Pendlno 'IV" VorsIon Manufacturer Contact Enaltso.&Ucense Validated BY vollowed Suturm-d FBC Ancroval Appr"i, el&=a Aftlmletbo 2020 Soren Vent Products, Inc. Mosel Gorham He- F. Nerero RE Locke Batrden P.E. 12/182020 17JI82020 12282020 Apixaved Category: Sauctlzal Components (877)441-0368 PE-73778 (334)300-1800 Subcategory: Products Introduced as a Result of Info@smanvenLccm New Technology Compliance Method Evaluatim Report tram a Florida Registered Architect as Licensed Florida Professional Engineer F Ut5822-R8 Produds Quality Assuranoe Approvedfor Use Approved far Use tri Postal, SBp # Prnd act ,!L Number or Name Product Dininfttian Contract Exolratlon lisle In. HVHZ Dutsrda HVHZ Resistant Pressure. 1 SmartVent Motlel#1540510 Dual Funetian Flood end V nMetion Vent 12r712023 Yes Yes NIA +1061-100 2 Smadvent Model #1540-511 Dual Functlm Flood and Ventbilon Vent 12/S12023 Yes Yes N1A *100A100 3 SmartVent Model #1540520 Insulated Flood Vent 121312023 Yes Yes NIA -100,11, 4 SmadV- Mod el#1540.521 Insulated Flood Vent 12,3"023 Yes Yes NIA r100Ftoo 5 SmartVent Mod:#1540-524 luqud; Garage Door Flood Vent /7r31,ip23 Yes Yes NIA N1A 6 SmartVent Model #1540-570 Wood Walt In sunned Flood Vent 12✓af12023 Yes Yes NIA +1006100 7 SmartVent Modal #16404 74 14.5&qud', Garage Door Flood Vent 12P312023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga1 idl tn412021 T ry;.pr �'{H:C' ^in v.�-#k - Ey.-'. '14• `-:c'< - t�.ir-'�`,�.t-`,_ `e-..�S :,',�i .c�'a. 3^ ."-F,.r_o' �i`�''� f ^'F F"� `4 ?''. S- w3.^-,� ' Y^ 'cu'„t -`-� '�., R>, y�'"'.�.- '^'-�>�. 2�bar kZ�J'',;,.x �h.'. .s w,.. h:•�' ,-, "`-.. 'K .,a^�.;�«.i :�. l `�£2"," _�'�.x�: ga,v'F�'. �k: 99AR Ent or A0 Bate Date Pendma Data TV- V-1- Manufacturer Contact Enoinaer & License Validated Br vandar.a sua'nitted FaG Aoomval Aooroved Status Revision 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Pnest Looks garden P.E. 08/102020 O8i092020 0820/2020 10113r2020 Approved Category; Rooffng (5021303-1511 PE-74021 (3341 300-1800 SulaCate90ryt Metal: Roping Jshuateoidraxman a- m Compgance Method: Evaluation Report from a Florida Reign t red Amhtlect ore Licensed Florida Professlonal Englnear FL#12il79-Ro Products Quagly Assurance Approved for Use Approved for Use Imilact Des , sea # Product Model. Number or Name product Description Coidrad Expiration Daze In it Outside HVHZ Resistant Pry 1 Drexel Metal Ro oSng Systems DMC 10014S, DMC 1505S, DMC 175S, DMC 200S, 12r312025 Yes No NIA +0P180 DMC 5v Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 252022 � w^�. ,.w:rR'v,WhAt'rM .ix?'"x.;til:'@��,-. .a.°i�•,i�e�z:- nkP.F,. aF�+'arv:< .;N'.f.;' � r ...,4.,'v. v.: ....x,... .ukv`f•�.vV. � ^�s.�li t?Yva.�,��:��'S*.i�14��,:., .�`'*....�:.,^s.,.3i`,'r1w"arav:2.adur'��:k.�Pv, 3: h r ,... .a�'�,. s, .... .."-'."x^-Sox''' Cede Entity or Date Date Date Pendlna Date Tie Version Manufacturer Contact Engineer& License Validated BY Validated Saturn itted FIBC Approval Approved Status Reyislon 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt,. P.E. RyanJKing,P, E. 04715/2021 12r31 (2020 04n212021 0610&2021 Approved Category: Exterior Doors (800) 843-7628 PE43409 (813) 767.6585 SubcategorySwinging Exterior Door Assemblies sj..p.rson@thermalru... Compliance Method- Evaluation Reportfrom a m Florida Registered Architectors Licensed Florida Professional Engineer FLS20480•R5 Products Quality Assu farce Approvedfor Use ADpreyedforuse Impact loosion S-9 Product Motlel. Number fur Name Product Descrlodon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Thernv-Tru Fiber -Classic and Smooth -Star Nominal 68Ms3,,8&.quotIrpacAquot Opaque 1031/2022 No Yes Yes NIA Composite Edge Fberglass Single Door (In&Wng1Qutstwg: X configuration) 2 b.Therma-Tor Fiber -Classic and Smooth -Star Nominal 6&#39;8&quotlmpact1quat Opaque 1213112022 No Yes Yes NfA Composite Edge Fiberglass Single Door with addite(s) (Inswinq/Oulswen9; XO, OXor OXO onfiguretions) 3 c. Therma-Tru Fiber-Oas io and Smooth -Star Nominal 6&#39;8 &quatlmpacAquot Opaque 12131/2022 No Yes Yes NA Composite Edge Fiberglass Double Door wI In or without Sidelites (InswmgfOutswing:XXor OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39'0 & not Im act& not Opaque q p 12131f2022 No Yes Yes NIA Composite Edge Fiberglass Single e Door Insvin fOutswi : X'confi uration. g rig: configuration) 5 e. Therma•Tru Flber•Classlc and Smooth -Star Nominal 8&#39'0 uat Imp aat&9 , uof Op aq ue _&q 12131f2022 Na Yes Yes NIA Composite Edge Flbergtass Single Door with Sidel ite(s) Qnsvang/Cutsvnng: XO, OX- OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 89Jf39;0 &quotlnipactiLquot; Opaque IV3112022 NO Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelites (InsWrWDutswing; XX or OXXO configurations) 7 g. Therma-Tru Ffber-Classic and Smooth -Star Nominal 5&#39;8 &quotlrrpact&quot Glazed 1213112022 No Yes Yes WA Composite Edge Fiberglass Single Door (in s..majautswing; X configumtian) 8 H. Themla-Tru Fiber -Classic and Smooth -Star Nominal 6&9391,8 dquotlmpact&quot Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Dcar with Sidelte(s) (Insw,irglOutsvrirg; XO, OXor OXO configurations) 9 i. Therma-Tru Fib.,Classic and Smooth -Star Nominal 1590% 8 &quct;lmpact&quot; Glazed 12M112022 No Yes Yes WA Campasfte Edge Fiberglass Double Door wnh or without Sidelites (IrtswiglOutswing: XX or OXXO configurations) - 10 Therma- ru F ber-Cla sic and S pot -St r (. T s m h a Nominal 39'0 & uo m ct of Glazed N m na 88# q kl pa &qu 121312022 No Yes Yes NIA Compoaite Edge Fiberglass Sngle Door (I nswng/0utswing; X configuration) 11 k. Therma-7m Fiber-Classiaand Smooth -Star Nominal 8&f139;0 &quotlmpact&gwt Glazed 12r3lM22 No Yes Yes NIA Composite Edge Pl berglass Single Door with Sidelite(s)(In-h4Outswn9 )(Q, OXor OXO configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quotIrrWct&qudt; Glazed 12(31M22 No Yes Yes NIA Composite Edge Fiberglass Double Door wih or without Sidelites (InswinglOutswing; )OCor OXXO configurations) 13 m. Thermo-Tru Fiber -Classic d1 Smooth -Star Nominal 6&03 )8 &quotlmpact&quot; Glazed Molded 12/31/2022 Na Yes Yes NIA Open Composite Edge Fiberglass Single Door (I nswingfOutswing; X ocnfiguraton) 14 n Therma-Tru Fiber-GldSslc and Smooth -Star Nominal 6&f199;8 8quotlmpact&quot; Glued Molded 1213112022 No Yes Yes NIA open Composite Edge Fiberglass Single. Door YAM Pa 9 9 9 Glazed Molded Open Sidelite lnsvd Outswin l Pe s ()( 9. XO, OX or OXO cpntiguratipns) 15 h -T Smooth -Star o T pima ru Fiber -Classic and Smc Ste '8 u I Nominal ro8#39 o I not Glazed Molded 8d t, n>Pa q 2/ 20 1 31 22 Na. Yes Yes NIA Open Composite Edge Fiberglass Double Door with or wimout Glazed Molded Open Sidelites (Inveeng/Out"ingl XXorOXXO carrfigurations) le p, Therma-Tru Rbe,Classic and SmooihStar Nominal e8#3&8 &quad mpact&quot; Opaque ID31=22 No Yes Yes NIA Composite Edge Fiberglass Single Door with Molded Open Sidelites Inswnn /Outsvdri : XO. OX or OXO P ( g 9 configurations) 17 q.Therma-Tru Fiber-Classc and Smooth -Star Naminal 6&#39;8&quot,l mpact&quot; Opaque 121311201213112022No Yes Yes NIA Composite Edge fiberglass Double Door with or without G lazed Molded Open Sidelltes (inswingfOutswing; XX or OXXO configurations) Code woe version Manufacturer Revision 2020 PGTlndu&I a category: Exterior Doors 8ubCateg-,Y: Sliding EXIallor Door Assemblies Compliance Method: Cerlixcetlun Mark a Listing FL*29-Rap Prhduats - Saoµ Wpdud Motlel N baron Name: 9 SGl}6570(Lerge Mssie Impact) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel art 1512021 Ent or [We Die Data Pandino Data t al &names, 8 License Validated av Validated Submitted FIX Approval Approved Status Jens Rcia rckl Mirmr-Dsde BCCO-CER WI I -Dade 8CCO-VAL 111IS72020 1W26l2020 11124/2020 Approved (941) 486-01 OU 1786) 315-2590 Jrasaxskl�pgli ndusln es. e om Quality Assurance Approved for Uso Approved for Use ImpriaL Design Product Description Contract Expiratlon Data In HVK Duhrda HVHZ Resistant Pressure Vinyl Sliding Glass Door 041 2021 Yes Yes Yes NIA August 10, 2022 PRODUk";T ►P'Pf '' ►,L S"PECIFICATION SHEET(2022) 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 Prepares Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTrru Fiber -Classic and Smooth -Star (NON4IG P T) FL90461.1 +67, /-67 0 psf 1 1311 02 Therm aTru Fiber -Classic and Smooth -Star (IMPACT), FL204 8 +67..0#- 7.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT), T), FL20470 +80.0/-80.0 psf 12i31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0f-40.0 psf 12/31/2024 POT Series 5570 NOA 21-0205.03 +38,7/-387 psf 4/14/2026 Pella Corporation F L2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 ##1105 (8 7r) FL8248.3 +31.0/-35.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 ##1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 ##1124 (16X7) FL8248.11 +34..41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS ieDivisionFo A DG Inc Curries f A 1 607.707 727 747 and 847 Single & Pairs of Doors 1 r f � FL11537.1 N/A see inst sht � 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60�0/-60.0 psf 1018/2023 PGT Series 5500 FL239.2 NIA 7130/2025 Pella Corporation Series 10/20 F L1120i6 +35, 0/-3'5..0 psf 6/ 17/2027 Pella Corporation Pelia 10 Series FL16603 +60.0/-60.0 psf 6/ 2t2023 B. HORIZONTAL SLIDER MI Windows, and Doors Series 188 FL15351..1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 512512031 C. FIXE D MI Windows and Doors Series 185 F L15349.1 +60, 0/-60.0 psf 4/3/2023 PGT Series 5520 FL24,3.5 NIA 4/30/2025 Pella Corporation Series 10120 FL6694 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353..2 N/A 12131/2024 PGT Series 5500 FL261.1 NIA 5t/2612026 E. OTHER. 3. PANEL WALL A. SIDING James Hardie BuildingProd. Cem lank La Siding and HardiePlank La Siding p P 9 p 9 FL13192.1 - FL13192.2 N/A 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75,0/-75,0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 IC, OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof)i 151b Felt Underla ment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12123/2023 C. ROOFING FASTENERS RIOT USED D, ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918,4 N/A 9/912026 Florida Metal Products,, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomancol In c DA-4 Exahust Vent FL172 2.. 0 1 +97..51-97.5 f psi 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849..28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.1+6 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12131/2025 5• SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm panels FL15076A - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steal Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B TRUSSPLATES ITW Building Components Alpine Truss Plates F L1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inca Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER. Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630..15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. Iunderstand 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) Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of lr2&r2022 '-. ,Y^Y .,.. . . ,_.. I~_ ..�:3e:2....,.. .. .... h1�.�ns r�. e.t�`. �.,•:�� ..._ --:.-r .?;,r.. ,x,..���',�axt. u•.2`s,-+......�..... �:'��"...�`,.r��`�u..E'M�„s�...nn,.,s,. <4. x�. on_... P�...q:...: r'7�? "",� ' N. ... Code entity Date Date Date Penal no g Type, Version Manufacturer Contact Endineer&Ltcease Validated By Validated Submitted FDIC Approval Approved state Revision 2020 Therma-Tru Corporation Steve Jaspersan Lyndon F. Sctlnlidt, RE Ryan J. King, P.E. 0712312020 07/1212020 OW2912020 1011312020 Approved Category: Exterior Doors (800) 843-71828 PE-43409 (813) 767-5555 Subcategory: Stung(ng Exterior Door Assemblies &Jaspersonciithermatru.ca Compliance Method: Evaluation Report from m Florida Registered Architaetera Licensed Florida Prores ilonat Engineer FL#2047c-R3 Products:. - _ Quality Assurance Approvedfor Use Aoorovedfor Use Impact Deslan Sell Prod act Model. Number or Name Product Description Contraat Expiration Date in HVHZ -outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth Star Nominal 8&#39,8 &quctlmpa;t&quat Opaque 1213112022 Yes Yes Yes NIA Composts Edge Fiberglass Single Docr (Inswinglouis ring; X confguration) 2 b, Therma-Tru Fiber -Classic and Smooth .Star Nominal 6&#30:6 &gwct Impact&quot Opaque 1213112022 Yes. Yes Yes NIA Composite Edge Fiberglass Single DDor with Sidelie(s) (InswinglOutew rig' XO, OX or OXO configurations) 3 c:Therma-Tru Fiber-Classlo and Smooth -Star Nominal 6&#39;6&quotlmpact&quot Opaque 12/31f2022 Yes Yes Yes VA Composite Edge Fiberglass Double Doorwithor without Skleldes (Irdwing/Outswing; XX or OXXO eonflgureflons) 4 d.Therma-Tru R ber•Classic and Smooth -Star Nominal 8&a739;0&quot;lmpact&quot, Opaque 12/31/2022 Yes Yes Yes N/A Composite Edge Fiberglass Single Door (Insw riglOuMwing; X configuration) 5 a.Therma-Tru Fi tier -Classic: and SmintfiStar 12131/2022 Yes Yes Yes NIA Composite Edg'e0 Fiberglass D ooOrpuadqtiune Sidelde(s) (InswinglOu;saing; XO, OXor OXO configurations) 6 f Therma-Tru Fiber-Classicand Smooth -Star Nominal8&#39;0 &gUotlmpad&quat; Opaque 12131f2022 Yes Yes Yes N1A Composite Edge Fiberglass Double Door Win or without Sidelites (Inswing/Outaaring; X: or OXXO configurations) 7 g. Therma-Tru Fber.Classic and Smooth -Star Nominal 6&#39;8 &quoklmpapt&quaC Glazed 1213l WIN Yes Yes Yes NfA Composite Edge Fiberglass Single Door (Inswingfoutswing; X configuration) 6 h. Therma-Tru Fiber -Classic and. Smooth -Star Nominal8&#39:8 squat Impact&quot Glared 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door,,& Sidelde(s) (InswinglOutowng; XO, OX or OXO configurations) 9 i,Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8&quotlmpact&quot Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Docr Wth or without Sidelites (Ins inglOuts wing; XX or OXXO configurations) 10 i. Therma Tru Fiber-Claselc and Smooth -Star Nominal 8&439;0 &quot Impact&quot GJazed I2131121= Yes Yes Yes NIA Composite Edge Fiberglass Single Door Qnswing/Outswing; X amflgurati.n) 11 k.Therma-Tru Fiber -Classic and Smooth -Star Nomin9l8&#39;0&quotlmpaat&quot Glazed 12/312022 Yes. Yes Yes NfA Gamposite Edge Fiberglass Single .OoorWan Sidelke(s) (InsminWOutsvwng: XO, OXor OXO configurations) 12 1. Therma Tru Fiber-Classit, end Smooth -Star Nominal 8&iY3g,08,quatlmpad8,quot Glazed 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inswmg1Outvmng; XX or QYYO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#391 8quotlmpact&quot Opaque 12Y31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doorvrith &quoi;Non-Impact&quot Sldelite(s) (Intsa4ngfOutsrving; XO, OX or QXO configurations) 14 n. Therma-Tru Fiber-Classk and Smooth -Star Nominal 6&939;8 &quot;lmpa&&quota Opaque 12131r2022 Yes Yes Yas NfA Composite Edge Fiberglass Double Door with 8quot;Non-Impact&quot: Sidelites (InswinglOUtswi rig; OXXO configuration) 15 o.Tharma-Tru Fiber-Claesic and Smooth -Star Nom1nal8&#39;08quctlmpact&quot Opaque 1213112022 Yes Yee Yes NIA Compaahe Edge Fiberglass Single -0oo Wth 8quot;NaNmpact&quot Sidefte(s) (InswinglOutswine; XO OX or OXO configurations) 15 F. Thermo-Tru Flbor•Clssslc and Smooth -Star Nominal 8&#39,0 &quot Impact&quot Opaque I MI T2022 Yes Yes Yes NIA Composlte Edge Fiberglass Double Doorwdh &quct;Noo1mpact&quot Sidelites(inslmng/Outawmg; OXXO configuration) 17 q.Therma-Tru Fil, r01assc and Smooth Star Nominal 6&939:8&quot;Non-Impact&quot Opaque 12131r2022 Yes Yes No NIA Composite Edge Fiberglass Single Door D nswirglQulswbg; X configuration) 18 r,Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 aquot:Non-Impact&quot Opaque 12)31 f2O22 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sideite(s) (lnaWnglOutmving; XO, OX or OXO configurations) 19 it, Therma-Tru Fiber -Classic and SmootheStar Nominal 6&111 &quotNan-lmpaoActtot Opaque 12/31f2022 Yes Yes No N/A Composite Edge Fiberglass Double Dow with or without Sidelites (Irmvmg/Ousaying; XX or OXXO configurations) - 20 t. Therma-Tru Fiber-Cfassa and Smooth -Star Nominal 8&#390 &quot Non-Impact&quor Opaque 12/3V2022 Yes Yes No WA - Composite Edge Fiberglass Single Door (tnssiriglOutwhrig; X configuration) 21 u.Therma-Tru Floer-Classic and Smoath-Star Nominal 8&#39D&quct:Non-Impact8gtroL0 aque 12131f2022 Yes Yes No NIA Composite Edge Fiberglass Single Door wRh Sidelites) (InswinglOutswing; XO; OXor OXO. oonflaurationst 22 v.Thermo-Tru Fibar-Classicand Smooth -Star Nominal8&#39;0 &quot;Non-.Impact&quoE, Opaque 12131M22 Yes Yes No NIA Composlte Edge Fiberglass Double DWT Wth or without Sidelites (IilswinglOutswing; )O(or OXXO configurations) 23 w, Therma-Tru Fiber-Classc and Smooth Star Nominal 8&#39;8 &quat Non Impact&quct; Glazed 121$112022 Yes Yes No WA Composite Edge Fiberglass Single Door (friaWnglOutsw ig; Xcon6guration) 24 x. Tharma-Tru Fiber -Classic and Smooth -Star Nominal dM91.8 &quoXNon-Impact&quota Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sldellte(s) Q newi ng/Outawing; XO: OX or OXO .configurations) 25 y. Tharma-Tru FlIa r Classic and Smooth -Sear Nominal 6&#39;8&quotNcn.Impact&quat; Glazed 12131r2022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or Wit out Sidelites (Inswing/Ou1xxMng; XX or OXXO configurations) 26 z. Thermo Tru Filer -Classic and Smooth-Sar Nominal 8&939;0&quotNcn mpact&quot; Glazed 12131/2022 Yes Yes Me NIA Composite Edge Fiberglass Single Door 0 mawng/0utswig; X configuration) 27 za. Thera-Tru Finer -CI wic and SI1loath-Star a Nominal Wag;0& uotNrun-Im sot& uo; Glazed q P 9 1213112022 Yes Yes No NIA - Composite Edge Fiberglass Single [bar with Sidel he(s) QnsW ri,; Outswi ng; XO, OXor OXO configurations) 28 A. Thera-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quat;Non-Irnpak&quot, Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Doubt. Door Win or without Sidelites (InswinglOutswing; XXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page fz irarzoil _<cY` _- - '.ia'^�',. �r i"i {"Au s�,-.L ; _ Y . N . an.'V SUS�g.s�`as��.'°".a..r., coo Eny Date Data Date Pendlno Data T,y_Iax. Manutadumr Contact. Enolneer& Llaaasa Validated ay Validated u5 bmitted FSCAooroval A,onavad Status Revision 2020 MI Ondows and Doors Brent Slinger Luis ReberiO Lomas Seven M. Udch, PE 10MB12020 1tNoano2a 101192a2a 12/152020 Approved Category: Exterior Doers 171i)395_3300 PE-82514 i?17)317-&454 Subcategory; Sliding Exterior poor Assemblies b5lt1h9erf_DmhvdA Compliance Method: Evaluation Report from Florida Reglstemtl Architect or a licensed Florida Profesalanal EngineeCUK�Wmfill Precast, QualltyAsyurance Approved for Use Appravgd far use Jolkw .Damon ,seaµ Product Model: Number or Name Product Descrlotlan Contract expiration Data IN HVHZ Outside NVHZ Re r Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUMSGD OXO 12131r2024 No Yes No NIA 145314&quot;xs0&quot: NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 42CALUMINUM SGD OX. XO. XX 121312024 No Yes No N/A 96aquotx80&quot NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 42a ALUMMUMSGO REINFORCED OXO 12P3112024 No Yes No NIA 145.3/4&quot;x96P,qud; 4 SERIES 420ALUMINUMSGOREINFORCED SERIES 420 ALUMINUM GOD REINFORCED OK 12r312024 No Yes No NIA X0, XX96&quotx96&quot: 5 9ERIES420ALUMINUMSrO REINFORCED SERIES 420 ALUMINUM SOD REINFORCEDXXX 12I312024 No Yes No WA 143&quoxg61qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i d2 1&2D21 -a+dasaeav�•m w`j" .FH w1,�.u�'8," 0' �Yi'"" ,., >sa `"'tai"wcrClw�. $�' ,n ",«11` `t � .. Code Entity nr ,Date DAg, Dffio Psndmo Data version Manufacturer coMacl Enomeer&License Validated By ValldaleASubmitted FBCAwrovel Aoarmee status R.O.I. 2020 WJyne-Dafton, a division rOv.m..d Door Owayna Kcrnlsh John E. Scales Jeffrey P. Arneson, P.E. I0A 22020 09R92020 1023/2020 12h6/2020 Approved Corporation (33D)7634121 PE-51737 (904)821-52M Category- Extedm Doors dkomishowayn"Itcn c Subcategory: Seatlmel Exterlar Door Assemblies am Cannot I— Madrid: Evalualim Report from a Flonde Registered Architect we Ucnsed Florida Professional Engineer FLkB248420 Product - - OuaIW Assunnu Aooroved far Use Aooroved far the InJa?5!. Darien Sea # Product Motlel. Number ar Name Product Descrlot an Conaadl EzDlrellon Date In WHIZ Outside HVHZ Resistant Pressure 3 8D00/81D018200.#1105 9035; Mox vrldlh. 14&#38; Max Wahl. Glazing 12/312023 No Yes Yes +31.00f--35.00 available in top of Intermediate section. 10 8000810018200 #1123 ht. Glazing 121312023 N. 168k39; Max Mdth, 14&#39. Max ha 9 9 Yes Yes �30.90F33.50 ayailable In lop or Inl>Imedlate section. 11 80001610CV52OD41124 139#M, Max width 149#39 Max height. Closing 12/312023 No Yes Yes 34.40A38:30 evelaloo in top or intermediate section. Florida Department of Business & Professional Regulation Page 1'oil Building Codes and Standards 152021 Product Approval Application Detail Ap pod A code EntRy or Data Dale Date Pendlno Tipp. Version Manufacturer Coined Enorneer&Lrcansa Validated .Validated $Wmitted FBCApanaal A...vad Alai Revisbn 2020 Curves Division of AADG..Inc. Tom Raney UL LLC Troy Bbhop. P.E. 121 W2020 12,01202a 12212020 P41w d Cute :Exterior Doors Oary. 641 494-2813 i95 7-0880 f ) 4 94 ) Subcategory: EXteror DoorCMporrents tom.ialteye.-tiblw-s. Compliance Method: Carlifigatfon Malt or Living r^ Quality Assurance Arnamod for Use Approved for Use bnDecl testae Sao#. Product Modal NslmberW Name Product Description Contract Exaltation Oats In HVHZ outside HVHZ Resistant Pressum 1 Si 707, 727 787 "r57, 777; and 847 Single. and Pe its 9f Flush, Glazed and Louvered simile and parts. of 121312025 Yes Yes Yes N/A Doors hallow, metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page1 aft 152321 �`��*c� ��'''r56 �» ...-. Yk� Ss "' �" ". ; �Y r°+,)+,Tr t,� `kiS-� � ^,3'tea -y }+�0 'nF�. 3r�✓:' �j`.Y � k _.eve j`;f.. Code FAIN or Date Date pat. Pending Get jygg Vetsbd Menuracturer Canted (miner & Laeme Validated 8v Validated submitted FSC An,m l Aooroved Status. Revision 2920 MI Wlpdows and Doors .Brent Stanger American Architectural Steven M. Unit; PE 1lhiii2020 11107/2020 1127Y2020 Approved CateDory: WinddWs 1717)565-2300 Manufacturers Association 4717)317-6454 Subcategory:' Single Hong: bsbrig.4anntvrd.com compilation Method: CerR6oatloh Mark: ar Usting Qualify Assurance Aooroved for Use. Aoortnadf,111" Impel Vented Seen Product Model, Numhar or Name Predupt Descnation Comract Extilrallorl Date In HVHZ 9utslde HVHZ Resistant Pressure 2 105 SH 52x72 fluFlange Frame IG)SG Single Hung 1 (N082023 No Yes No +601-60. Laminated Glean N N Cn Cu 2 a--# N C:)- C�LO = O >` L cV }a a) �^, ^' O O �Oi.l._ -2O W CU O . Cn Cn -� CD O L ^� .� C�) Q Z Z W J �d RV N Ltt�➢ v � t� R (.3 tV m 7G C W d tD CD i � N = tY y Q a�.•r Q V • }� t13 L Cc Gf Gr .Q i d C G C {a C CD a4- W W Clio CTJ > 0 CL O C0- � U O Lee. n, W UM� W F- H O LM W W Z Z a J SHEET NO. PA 1.0. -... .. a I..',ft lU,Ih I71:1 1a1n4a utlltr�til lw 1 i,a ;iuhiau ]� Florida Department of Business & Professional Regulation P.g.6 u,ig Florida Department! of Business & Professional Regulation page I of 1 Florida Dripartment of Business & Professional Regulation p.g. I of 1 Florida Department of Business & Professional Regulation Page 1 of 2 Q (1) > 0 Building Codes and Standards 1125=22 Building Codes and Standards 1&2021 Building Codes and Standards I ra2021 Building Codes and Standards I 6121321 2 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail 0_ 0 ( CL 0 D Colo ErI Daft Date Date Pending Date Entity Date Clio T_ version Manufacture Contact Engineer & L comes, Validated 0 Vlidted SUlloitled F5C Appro,eal Approved Statu Eller U. akl. Data Pardinar code Entity 0, R& Data Date Pending P92 Tv.. V,m(- Manufacturer or owe owe Pending Date Cntact Erain—A, Licaar­ Wllikahad ftv VOd*,d SUbfirlded FAC Approval A,,—,d Status Reveian 2020 Ther—Tr, Corporation Steve J..p.— Lyndon F. Shmidt RE Ry— J. King: P. E. 1010712021 09MM021 101IM021 1211502021 Approved Ap. varl Mantifisedurer Contact Enalineer a ucarise Validated By Validated Submitted PitCApicroyal Approved 51ccus ooVa.[- Mourstilacturat VoRdatod 1W validated sulfithal F&C Airic—I A,,-,d star, ResJon 20M MI Wrid—rd Do— B—tSitlinger Arnanasin Ar1hited—I St—n W PE 1 V202020 11122f2DM W28,7020 Approved -4.— U) Category,' Exticrior Dows (800) B43-7628 PE-43409 (W3) 767-6555 Affirration 2020 PGTInduurries j... RCCO - DER Waml-D, SCCO - VAL il)0512D20 1VO&M20 11111t2020 Appro,od 21720 MI Wulms and Doors Brent stinw American Arcrilecturat Steven A Uroh, PE 1010SM20 1QOat202O 1011912020 Approved Categow. Windows Lirich, 1717) 30-3300 Manurkdurers�lkeion i717)317-84N CU Subcategory: 6\�Antgfig ExLcriQr Door CMeg.V: SulbCatagary, Single Hung (941) 466-0100 (786) 315-25,90 jr­I,IQp9UndJiOl category: Windows $UbCtae.mc hod—MISEdat (717) 30-3300 A.�.Ietwn f.717)3ir.8454 Subcategory: Fixed W —a Compliance Method; Evaluation Report from Florida Registered Architect Licensed Florida Compliencei Method: CartHoationt Mark utfig ofil Compliance Methock Certification IArX Listing C.mthlanc. Methool, rentifiosbon, Mark Li�ting or a FUM5351,518 FWSU"14 Prut� 2 rL#2Wi-R7Pngiftjcts Assurarroa Arcuravied for Use fi,r,u,d far Us, acpm., QualbAssurance AccurovediferUse Approved fur Us. Imp"t Coslan Prolluet 1191000 0"Itv Accaunefica A-ir—cift,U�, A,,,s,d for Us, Prodct OuWda hii 0 Quality Assurance Apilravedfortuse AigmyedforUste moact veziflun $-a# Product Mattr. Nuffiloar or M.. CoGgWity prodluet Description retaot grarilratan Dale In HvhZ 07MM25 Out$]* KY Rstinant Pressurs, ya� Y�, N)A a-- Wad Confirect E=k,A 1, HVKZ 0.1hAd. NYHZ Rnislat IWA Model, NurI Descried. In hvtiz Resistant Preswril 0 LL Sao # Product header. Num bar or Name Prod act Description Contract Expiration Date in HVHZ Outside NVHZ Resistant Pressure 2 SH55H (Large Meets Impact) Vinyl Single Hung Wndoe 1 HS W Fin and rl.fig. F— 7S.e2 I n.WW G1... OWS/24124 No Yes No -551-55 iA5 PW 7S T2 Insulated CA- 04MI2023 No Yea No .W61 co L;—_ 1 a. Thorrica-Tru Fiber -Classic and Snooth-Staf Nominal n#39;3 &quc�Non-Inoac,t&quqt, Opaque 12131f= Composite Edge Fiberglass Single No Y_ No NIA _ 0 CD > Dow X onfiguration) 0 -0 2 b. Therma-Tru FlIber-Classio and Smooth -Star Nominal WSPB &quatNon-Impactiliquort; Opaque `1 2)5112M No Yela NO N)A E 2 Composite Edge Fiberglass Single Dow with (D L_ a) ft.wngiOulswrlg� XO, OX or OXO Cf) .41., !E 402 0— 3 o. Thorms-Tru Fllhe�.Castoand Smooth -Star Norninal 6&439:8 &qu6t;Nw.Impaclr&quot� Opaque 1213112022 Fiberglass Compote Edge Double Door Wth or No Yes No NJA Cu.) Wthout Sidolites (InsyvingiOutsvving: XXor QXXO confi orations) 9 4 d. Themna-Tru Filosr-Cla�ic and Smooth -Star Nan -.1 7M39;1I 8qLcNw-lmpact&quot Opaque 1213112G22 No Yes No WA _.mpmlte Edge PlIberglass Single Door 5 a. Therma-Tru Fiber -Classic and Smaoth-Star (InswingfOutswing; X configur.u0n) Nominal 7&.939-,O &quc�Non-InnpaOt&quot Opaque 1213112M No Yee No WA Composite Edge Fiberplalas Single Dow �vith Sidelite(&) 0 rtsvinglOutswirl XO, OX m OXO configor.b.ns) 6 f. Thernia-Tru Flb�Classkc and Smooth -Star Nominal 5"39;O&quot;Non­lmpa&&quot Opaque 1213112022 NO Yes No WA Florida Deparrinnend of Business & Professional Regulation P.S. I at Florida Department of Business Professional Regulation P9. I at Florida Dopartment of Business & Professional Regulation I of i Composite Edge Fiberglass Single Door Building Codes and Standards Building Codes and Standards I WD21 Building Codes and Standards (IrcsyAng(OutswhT X—figuration) 7 g. The—Tru Fibor-CessJo And Sniaoth-St. N—irrsl 58h*9,Q Opaque 1213112022 No Yea No N/A Composite Edge Fibergerssinglie DQwvsth Product Approval Applicarm Detail Product Approval Application Detail Product Approval Application Detail Sideitte(s) (InswinglOutsvoing; XO, OX or OXC configurations) 8 h. Therma-Tinl 1-iber-Classic and Snnooth-Stair Nominal 69039;G&quotNon­lmpaat9quot; Opaque 1213IM22 NO yes No NIA Composite Edge Fiberlass Double Dow vAth or without 91,1611tis. (n,uMng1Outswlngj XX or OXXO 9911111 Eralto a Dto [We 91112. Code Entire 2119 Oto Ferraro 3W. Entity or Us Data Vato, Pandifin confioutatimts) 7%­ Version Maunufaeaq.. Contact godri U—i validated By validated Sbo)Kball FWAic,raind Attor—d T­ fil—fituuretr Contact Lic— Valida,tact 8, V.1kraft"I troblftd FBC Approval Approve Z= Vemlor Manufacturer Contact Efildineer u0nIf Vallataled ey Valiclaged sulornifte, Fad AnproYal Approved AWKS 9 i- Therme-Tru Fitaer-Classic and Smooth -Star Nominal 59#39:8 &quotNon-lmp=&quot.,GsnzI 12/a112022 NO Yes No NIA Affirmation 20M PGT Industries J­ R-14 RCCO . DER Miami-D,de 13CCO VAL 1 IM)2020 11012ON 11111/2020 Aplor"d R.vwon 2020 MI Wind— and D.ore Brant Stinger Lots 9 Lomas, PE Steven M. Urich. P6 10)0&2020 W,3612023 10012(12() 12115J62020 Approved Aflarriation 2020 FIST Industries Jen� Ras —al EiCCO CFIR 5CCC, - VAL llMl2)2Q 11105=20 1111 V2020 Appro,ed Composite Edge Fiberglass Single Door Category! in(O41)013-010D (78S) 315-25130 Ctegry: Wind.— (717) 365-3300 PE-625i4 (717)31T-4454 Catgow Wnd— (941) 480-0100 (?86) 3IS-25N (InswriplOutssving; X—figuti-) S.boatag.y: Fired Incew9kiCiaginduMcfeac subcatgory: M.91— subcategory: jrWWskI@P9dndu9U1eac 10 J_ Tharma-Tru FINW.Classic and Smoolh-Str Nominal S&#39;B &quotNon_Imp=Mquot..GIa2eC1 1213112022 Composite Edge FAcergags Sirg Is Door Wth No ye� No NIA Eponpilon-leathDd: Carlifi�ccbon Mark a Liefing aCompliance Method: Evaluation Report from a Florida Registered Archlien or. Wo—ed Florida Compliance Method: C.rdficatlan Mark Lftfing am Sidelfte(s) tInswingfOurtswing; XO, OX or DXO Pied 11 k Thermot-Tru Fiber-Clawic and Srinooth-Stu configurations) Nominal 6a#39:8&quotNw,Impsact&quot Gland 12131r2022 No Yes No N/A Quality Assurance Ar-,d for U, Amravasunalleft preact PLAdq153-FtS Qualoity Approved for Use Axi—ad far Use ft,,d Desalan Z Compost. Edge Fibargi.- Double Door wth or Prodct ModA Number or Haffifirs IsrooW Cariffirstat Expirsti- Data An HV14Z Ouluide HVH R'slitant P—re 91" Produel Model. NUMber or Nam Product description contract groolratoni Dot. In HVHZ Outside Hv 11"Istart Pinsitsure Wthout Sidellass lInswingfOutsOng, XX or OXXO PW-5120 iL.,g. M6.1h. Wpis,t) Mrsd Fi.,d Wro.-� a4sat2025 Y­ Y.. Yas. NIA Gaialdfir A,w­ce Anor ... dllurtj�. Accrovad nor Uva Ific.lact 1 Mullions far AM Dom an d Wridaves Alurfilrum Mull OSQ6120213 Y_ Yes Yes NIA configurati §191 Eudi"t MoM. Number Name Product Dostaintion contract Eminti, Data J,r HVHZ outside HVRz P.... 12 L Therma-Tru Fiber -Classic and Smooth-Sta r Nwriml 7&#341;0 8quotNon­Imlpat&qUrot, Gland 12IS112022 No yes No NIA 2 57al Verticad Aunlinu. Mullion 12/3102(124 No Y­ Y.. WA C.Pd.itc, Edge FibeMaasSinglis Door (Iran%ingfOutswirgl; XconfilorSton) 13 m Th—Tru Ficer-Cla—c and Smooth-Sliar Nornh,l 7&AGS;0 &quctNon-Impact&quck Gland 12731= Coni;xmte Edge Rbergla�Sifiqle Dow,vith No Yes No N�A Sidelite(s) OnswinSfOurt—ing; XO: OX or OXO configuirstions) 14 n Therma.Tru FiblarZessic and Striocith-Sor Nominal 3"39;Q&quot;Non-lmpilc1g&quct.. Gland 12r3l;2022 No Yee, No NIA Composite Edge Rbeiglasssingle Door (InsvOrgloutswirrg: X confIguration) 15 Th.r—Tru Filb—Claser .,it Srno.th-Starr Nominal n#31):0 &quotNon-I finjoaqtAquot' Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door th Sidalite(s) 6 nswirg/Outswing: XO, OX or OXO configurations) Florida Department of Business Professional Regulation aeI or I Florida Department of Business & Professional Regulation Page 2 Of 2 Florida Department of Business & Professional Regulation Page 1 I 2 16 P Thermar-Tru Fiber-Glassic And Sniroth-Ster Nomina[B&#39;0&quo�Non-Impwt�quot Glazed 12131i2022 No Y­ No NIA Building Codes and Standards 116aD21 Building Codes and Standards 100,021 Building Godes and Standards 102021 Composite Edge Fiberglass Double Dow �dh or Without Sidelites, (InswingfOurtswing: XXor =0 configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Tharma-Tro Filpor-Clastiic and Smooth -Star Nwnhal 6&#39;6 &quot,INoh4mpaot&quot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Transom 0/Xcoffiguration) 10 r. Thormat-Tru Filber-Classicaind Swath -Star (I­Mrg�CutsAAng� Nwnhal B9#a9;8 &quotN­-1mpact8quot. Opaque 1V3112022 No Y­ No NIA Code Emity Data 2911 Dealt ftodino PIP!? CO." E" gets Det. [We Porldingi D59" Entity or Data 11--t. Oat, Pandim 20 h Sid.lit.L.) and T­­rn OIXO. 01OX or OK)XO R­i�ion 2020 Jaine, Hardie Building Proolulta In. Contact & License Validated W vlidted submitted Chad 01oroks V. AndTovrTaq John Southard, P.F. 01/0112021 12M412M FacAtarrov.1 Aworoved status 0110612021 died FEC Appn TV-- Moral- 2D20 AlsId. correct Enter— Ll­ Validated Sv Nick Thompson Lyndon F� P.F_ Ryac J K1,Ig P.� Wichfildi Submiduad OV1512021 OW5/2021 F8C A= —,I 02=021 Anar—d 04MW2021 Approved Inipe, Verson Manufatelyner Revisin ZD20 GAF Correct Eugene., a Wems VWkiated 5v V11dated Submitted PSCApproval Ap"ved status Michael Sd.h Rol,.rlt John W. Kne-vi,in, PE D9,2612D20 09121f2020 10IM020 12/i&2020 Appro,sed 19 s. Therrna-Tru Fiber -Classic and Smooth-Ster Nominal 6U3g;B&qwtNon-lmpaot&quct; Opaque I nII2022 No Yes No N)A category: Panel MIS (905n 545-8359 PE-8102 (352) 367-2528 Car."! Walla I33D)922-2389 PE-43 409 (81�) 797-SS55 Category: Racing (60) 705-3411 PE,59166 (954) 772�2224 Composite Edge Fiberglass Sihole, Door with SubCalogary,. siding solocall Soffiva 3u1hCaI.g.W_ Aph.t6hiogies mAkeralgat'"m XO, OX or OXO Compitanto Method: Evalualloin Report from a compile— Method: valuatonReport ft.. Citumpli— Method: Evaluation Report train . C�nflnuaus Head and Sfif wrifigurations) Florida Registered Arhitect are Licensed Pord. R.gia,.dAn,hItce Licensed Florida Fluids Rnatencolfilrolfilloot or a 1.1consod Florida 20 t. Tharma-Tru Filber-Cignio and Smooth�Star Naming , 811039,.0 Opaque 122112M No Yes No NJA Prof—ane] Friel— Profiessonel Engineer Professional Engineer Composite Fctie Fiberglass Single Dow with Siderte(s) Onsving/Outswrilj; )03, OX Or OXO FloN13119*411 ls,,dul, FW5272-115 Products FL*43124-Ritf Products 21 U. Ther—Tru Flear-Clasato and Srrroatlh�Stair Continuous Head and Sill configurationcir) Nominal 6&#39; 8 &quot Non.Impact&cl Glazed 12/31f2M No Yes No NJA Quality Assonance Approvocifor Use Avorroyedific,Us, knew Demo, Q-11h, A,,,,— A-r—ol far Us. a"- Quality Assurance Jkom-,d for Use AporlovInd for Use [III Dedon Composite Edge Fiberglass Single Door with ANA Product Nudist. Number or Name Product Descrilictlo, CNneol Expiration cars )11 HVHZ owtaidt RVHZ Reslislaot Prasvurq sag P,cd-t Matter, aName Prd..t D .... Ionic. contract LNnefil Data In HVHZ 0-tsid. HVHZ Ragialant Praa�una S." ProdW Model. Number or Narn, Ppaluct D—rivitim c.W.0 care inlivitiz O.Wd. Resistant lare—, CIQ ScIelits(&) QnsWnglOutswIng; XO, OX or OXO 1 Carnpl.rk Lep Siding lisp idog IZ31112023 yea Yea WA N)A 1 a. &.q,uo:;2T8quOt Safe, Von t or Sol] 0 Vinyl orlp 12131)2023 yes NO N)A 1 GAF Asphalt Poor Wages Fiberglass reinforced 3-tatc, hann*ed, &ran and 12113=22 No Yes 1`1 fA1 NJA Continuous Head And Egli configurstiorne) 2 H.rd,Plafik Lap Sidiag spsiding IMIlt202S Yea Yea WA NUA 2 b. &Ituct,Afillarce T4&quat; Soffit Vent or Sold Vinyl Bank 12JW2023 ovats No `IJA .,ph.it 22 v. Therrys-Tru Filbet-Cassio and 8mooth-Star Nominal SUZE: 0 &quct.Nor-lmpaOt&quot, Gland 1213V2022 No Yes No NJA 3 a. 6quot:Greenwar Vl B0aded&.#XSoffk Vent or sold Vinyl WIR 12131r2023 No Y., No NJA CLI Composite Edge Fiberglass Single Door with 4 d. Lquot:05&quot; Saint Vent or Sold V1rYyI Soffil 12131=23 No Yea No NJA 7. LLJ SIdeffie(s) (1nsWnWOutsvrirr9; XO, OX or OXO 5 a liquot;Charler Gak&quat; Saffit Vant or Said Vinyl Sort 1213112023 NoY., No rIJA C2 23 w. Therma-Tru FIber-Classic and Smooth -Star Head and S11 configurations) N ominat 69#8*: 8 &quot; Non-1 micachiliquat Opaque i WV2022 No Yes NO NIA 6 &q'&:S'P' Sp'a&qU.t; So" Vent Solid Varyl Snt 1�13V2= No Y.� No NIA _= C=D C_ Composite Edge riloorg law Door PaneLa vdth Vonted 43 C, 0Z CU C', f-J Sidoi*s) (I na%MrpiOurtawing; XK XM or X_�= -cc C14 >< 24 x Therma-Tru Fibet-Classic and Smooth -Star configoration) Nominal 8quot;Non-Impactaquat Opaque 121$V2022 No Y.S No NLIA U) Cam POW. Edge Fiberglass Door Pan" with Vented 'U; C=) Sidelite(s) (InswnglOutevving, XY, Xxx.,)Oo(x C-4 = 25 Thar—Tru ... ) U) CIA y. Fifiber-Ch,micand Sminath-Stor Gland 12131f2022 Composite Ed. FibergiemDom,P.fi.I.vAth Ventd No Y­ No NJA ::19 W W on.vvingloutswing; )D� )=w)0= Florida Department of Business Professional Regulation P.01 at Florida Department of Business & Professional Regulation Pagel of I Florida Departmer-d of Business & Professional Regulation Page I of I _= 28 z. Therma-7ru Fber-Claissio and Smooth -Star Nominal 8U39:0&quotNwnlmpaot&quDt Glazed 12/31=22 No Yes No WA Building Codes and Standards IQPJM21 Building Codes and Standards I Building Codes and Standards 102D21 Composite Edge Filbergiauis Door Panelswith Vented Sidelits(s) onsoAng/Outswing: XX XXXw XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) CP 27 za. Therma-Tro Fiber-Classicand Smooth -Stair Nominal d&#39;8&qUctNw-1mpsct&quot, Glazed l2tW2022 No Yes No NIA cm SiddWs) XG, OX or OXO configiuneborus) 2292 Entity or 10-to Ded, geric, Det. code Intity or Date Dal a car, PeridIn 20 Code latittly or D care Pending Ito Da Date C2- 28 z1b. Therma-Tru Fiber-Caselo and Smooth -Star Nominal S&ff3@;8&qmtNon-lmpaot&quat Glazed 1218112022 No Yes No NIA Wralfir Marturfactum Coated Uc—e V,HJ,t,d 0, Validatd Sbrintd FtICAmm"I Aamero. ersionCoal Vakdalhd By V.11"ad s.loittd FBC A,,,vW A,,,,v,d status Ties Vanake, Manfacturer crrect A Ll— Valldck.d ft Validated sbmittd IFFIC App.vW Approved status E Composite Edge Fffi.,giscsts Double- DowWth R.,Aelcn 2020 TAMKO Building Products LLC Will Edo Robert NikeriNner, John W. Knozovich, Pr I(Y0412020 0912912020 10AW2020 1711512020 Approved 2020 _V. Thernipson, Inc. dba Thomori Ardilteclual Tolly Christman Zachary R. PT Steven M. Urkin, PE 09117i2o2o o9figno2o 0=21202a 1211�a[)20 Approved R.Aabn 2020 Fiords Metal Prouces lro, Clark Jones James L. P_E_Q 8te— M. Uftch. PE OW7�020 (39125f2020 10U412020 12/16V202a Apts—d 0 U09 �O $jdofitea, (I navviniii/OutsvAng: =' O WiTfigur.tion) Category; Reading (417� 624-8644 PE-ZISS (954� 172-6224 NI Company (TAMCO) (913) 248-3456 PE�74021 i717�317-8454 category: RocAng �904) 793�8400 CGIUCK Eingfirearfing j17) 317�;1434 2S zo. Thermi And smooth-Utar Nominal n0l); 0 %quaOon-1 mpactiliquot; Glazed 12�31/2022 No yets No N/A SutiCategory, underlaymenti Categairyt Fooling SubC*,gu.y; Roofi.ij Ac—.ri. the ar,* PG�S1242 Compoalle Edge Fiberglass Single Dow with 384N,i) Compliance Method: Evaluation Report from a SUDCatatiory: Fooling that are an Part flha Racing System Integral Pon ofthe Roolng System Method; E,,g..tio, Report firern . Sidelite(s) (I nswrgjlOutswnq� XO, OX Or CXO Florida Regostered Architect are Licensed Florida Correctiffice Mthod: Evaluation Report trm a Flard. ReglatatedArchite,t we Licensed Fadd2 so zd, Therma-Tru Filber-Chassic and Smooth -Star # 0&qUot;Nw-Lmpa,c:t&qUcz� Glazed 12/aV2022 No Yes No N�A Engineer Florida RegistersdArchlActore Licensed Florida Composite Edge Fiberglass Double Door with FiAzgilm Product$ Professional Engineer 3&#59;0 Sidelftes (I neWngfOulsacing; OXXO Quality AseuraciPa A ... vd T, Us, Avor—d fier Usla its ... t 31 ze. Therma-Tru Filb-Classic and Smooth -Star configuration) Nominal T&#39;0 &quot;Nor_Impact&qwt; Shelter 12131=22 No yes NO N�A 8-0 Prodthrod.1 Product D—ritia, witnact likerallon Dart, to HVHZ Outside jl�tjZ Resistant Pro —re Quality Assurance ApprowdforUst, Appolls,cl L% Use Impact QuARVASiarance Approved for Use Anorvtfrt)it Impact Design .- . . - in IjVHZ 014,16% HVHZ Rniant Pines — Series Ccmpwite Edge Glazed Filbertilsea, Single 1 TAMKO Root Underlayments, (HVHZ) Roar und5daymanic for use h FBC HVHZ 0&2912023 Yea No NIA NJA Sao# P,,dut Model. N..b. - Name Prd,ol: D—lub— contract Expiration Date In HVHZ pubide, HVHZ Resistant 3 3- FLAMCO itmuot:RV 10 Ridge Wnt&quat: Aluminum Ridge Vents for planed rooftfabroated 121310024 No ya, No N/A Doo, with or wthot 1&#39;2 (InaWngfOuirl X. OX XO wOX0 confiurations) 2 TAIAKO Raw Uml.n.�Trant� Roall undedayments for use In PBC HVI47 W29f2(123 No Y. WA WA 1 TAMCO Flat Top 011i Vent with Baft for ne 26 go. vlatic roar'verrWator with baffle 09M/2026 Yes Y. N/A WA from 0.025' Aurranum jursdotions. 2 TAMCO GoogeirmokV4rit 3 TAMCOOff-Ridge RaWent,,rith Settle 2r 9L 09M/202$ 26 ga. static roofvonfilator"th integrated baffie 0910912026 No Y.5 Yee yc� NIA .01-52.5 NIA NIA 4 TAMCO Round Top Off -Ridge Vent vh1h Battle for The 26 Da- static r.ofyonfliur .Ith taffic OOM/2026 Y. Yes N/A WA Florida Department of Business and Professional Regulation Florida Department of Business Professional Regulation page I Uri Florda Departmend of Business Professional Regulation Pas. I P(3 Florida Department of Business & Professional Regulation page I cif i Building Codes and Standards 16/2021 Building Codes and Standards 11W2021 Building Codes and Standards if25M22 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail odecars esonContact Revi�i­ 2020 od. Eradw&Ucanas validted IN Valulato,d 51oh"d Katrina Jelley oasres L Buckner, PEL Steven M. Urch, PE 11123r2021) 11)2312020 Date Paill Did 0 Pao A —lied mat- llrmm ding FBC Appp version Revision 2020 Ronal Reofing Entity Or lirialrearr & LJ— validtd By And— Robla IAP`JO Unit.- Evaluation G.,yW.W.,kcr Data vardleted SUbecifted 111W2020 11,0212020 Data Pad A-,wA gCcrda Actoravad 111I)SM23 Approved version ManufaqW Revision 2020 Global Protection Products., LILC. Entity Data Date Date Parroling Dt. Contact Engineer & Lwairsa, validated yelidled Submitted Pao Approval Approved status Tim Robinson WAItarA.7111lt Jr., P_E� John W. Kreravich, PE OW0812020 OSYGW20213 10101=0 1211512020 Approved FL#6259-R31 QMq IrAIN-21" Date Date Date status Ctgy: R.affng (601)"3-6163 PE-31242 (717) 317-8454 aegoryRooting (801) 360-6091 SaNicas LLC. (205) 854-611(o Category. Shutters (954) 689-7645 PE-41197 (9S4) 772-6224 ly Contact Eng in eer & Validated B Validated Submitted Pending, AR12roved Approved .pe Version Manufacturer Revision 2020 LASS USA MauryAlpert, License John W 1D125J2C)21) 102212020 FBC 1211512020 SulbC., g.rr. R.affng Ac—sores that an Integral artoftheltoolingsYair, C—Plien. Method: R�Pwt trom. 8.1cCatgo,y: RArgTII.g compliance Method: FvWuatjm Report from 3 Product F-1-tior Stfily RobnAndersor0lborsdoo in SultGategarjr. Sborrm Panels Compliance Method: Evaluation Report from a Florida Registered Architect Licensed Florida thri.robinscmCgi,panteam Category: Roofing S954233i33OSmalpert@polyglass.com Robert Niarritruen Knezevich, PE AW=YAL Florida RegirsterodArchitect wit Licensed Porcla or a Professional Engineer SubCategory: Underlayments PE-59166 (954) 772-6224 11/01J2020 Engineer larrdct� ProucsF1.113407", Q"h Assurance Amprowd for Use Approved for Use know cladon 6 Products Compliance Method: QUalltyAssUrance Approved tor Use Approved for gait imoad peslan Mnth, r Name is Runtry Pr,dU,t D .. rib- C,,t,,,t am, Flat Profile Denver. DO 12(31J2020 in HVHZ Out -Ado HVHZ R,Istant Quality Assurance Approved1b,11se ApprovedforUes jrl Design Evaluation Report from Product M Well, Numb a or Naggit Frodd W.Jui C,,t,,t Excirettorn Data 1, HVHZ Outvft HVHZ JR,�Immd a, 61918, Use. Solit Old Eng1lell Thatch &..p; Impact - No Y.. NIA MIA S- Firoduct Made], Number or Name 1 20 Gage Galvannd Steel Storm FtRne1soHVHZ product oemarlythr, Contract Expiration Do In HV Outside HVKZ Resistant Prissinve Conrulgated Galvanized Steel Storm Panels retained 1213112022 ye. Ye. Yes NIA a Florida Registered 1 Deck -Air' DA-4 or TRI-Buili D,,k-Ar DA-4 Lav Profit., Polypropylene Plastic, R.&Vant 121162025 No ye, No -9?.5r-9�.5 17 Sloorry 600 - Slate, Shake Aarmp: $Nit Shake Fiat Profile - Stackton. CA 12/31,2020 No Yet NIA NIA or not by tral to provide hurricane protection, Architect Or a Licensed Florida Professional MacharicaryAttechal to Pli Deck. Is soonny 000 - Stake Aannp; Split Shake i5 sao.y 700 - $hak.� $let. &amp; SIPIR Shake Fat Prfil, - Risk., CA 1213i(2020 Pet Profile - Stockfor, CA 42131t:2020 No No Ya, Ya, NIA NIA NIA NIA 2 24 Gage Galvanized SteelStom Para#1.NHVHZ Corrugated Galvanized Steel 5tonfit Panels retained 12J$1�2022 No Yes ye� N/A or not by tracks to provide hurricane protection (D Engineer 20 TOO - stake, &at. 4­p; Split 5h.k. 27 Be ra.ione Flat Prall, - Rialto, CA 1221HO High Frets - Katy. TX 2(31=20 No No Yea ya� NIA NIA NtA WA (D FL#6269-R31 Products 2UjZy_6MLrWU Aggroved for luse roveg for use impact Dot] 28 Villa La� Franc - Katy. i213112020 No yc� ,WA NIA iLclluk P,.d..t Model, Numlpsr� .,N Product Deacripilan Contract EyAration fit HVHZ QAdSIdQ MVHZ Resistant PragNotry Date I Polyglass Roof Underlayments, Rooting underlayments 1012112022 No yes N/A -WAI-622.5 I Polyglass Roof Undeftyrnents �HVHZ) locilyglass, roof underlayfirefilts for Use in FaCIM312M Yes No NtA NIA HVHZ > 2 Polyglass Roof Underlayntents (non-HVHZ) Polyglass rooF underlayments, for use In 1212312= No Yes FED non-HVRZ jurisdictions. NIA -N)AI-622.6 Florida Department Business& Professional Regulation Florida Deportment Business Professional Regulation 0 I Polyglass Root Underlayntents (HVHZ) Potyglass roof underayments for use in FBIC12123r2023 Yes No NIA N/A of Page 1 of I of P.D. i f i Florida Department of Business & Professional Regulation page 1 of I L_ HVHZju,1.did1.n.. Building Codes and Standards lf25022 Building Codes and Standards Building Codes and Standards 19=21 CDL 2 Folyglass Roof Undeftyments (norr-HVH41 loolyglass roof underlaynnefts,fear use In 1212312023 No Yes FEC nan-HVHZ jurisdiction. WA -NIAI-On.6 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 Polyglass Roof Undedayments (HVHZ) Polyalass roar underlayments for use in FBC12`23t2023 Yes No HVHZ jurisdictions. NIA NIA W Mlo 2 Polyglas% Roof Underlayments (nor-HVHZI i2(2312023 No Polyglass roof underlaymerds, far use In Yes N/A -N)AI-622.5 I lI 2292 1001W Entrity De Date Date Pending Date c-do Entity or M Date Ding ftnding 20 Code Elity Date D310 Date Peridinal FBC ran-HVHZjN!sd1oflls T-0 version Manufacture contac Engineer & License Validated Validated Suburritted FIRCApproval Approved status T­ VerAw, Man,flecturar, cardault Eirainsar Licarnes validated Sir vlidted sultniftiod FEIC Ajciartj�d WIM TO D. Vairsion Manuffitaburer Conteod, & Licturee, Writer" EW Validated 11criniffcl FBC A,,v,l Soruguld sjj� I Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayrn erit for use In rac ix=23 Yes No NIA NIA Revision 2020 All American Shutters and Glass Mike Barbieri FmkL Bernardo, RE Troy Bishop. P.E_ 1012812= 1 Oij 512020 1110512020 1211512020 Approved Revision 21CO Alpine Stood Ltnvl� ICC Evaluation Sal-vtoa, LLC W,Ilbm M. Remark PS lWli2G20 1012212020 1l)O5nO20 111105/2020 Approved R.,ci. 2020 COMmorcull Concrete Produavalno. Robert QN19 elamust & rficanicato John H.y 17JW2020 1 ?J1612020 12raZ21120 Ofirg FBG App,, 2 Polyglass, Root Underlaynnents (nwr-HVHZi HVHZiurisdidions. Polyglass roe underlaynt ents, for use 'in i2/2312023 No Yes NJA -NIAI-622.5 Category: Shutters StubCalrig011y: Storm Panels (561) 712-9882 PE-0046549 (954) 947-0880 mWeb@allaurnarloanshore Category: Structural SocCat.gary: T­ (321) 710-3377 (400 681-1917 category: Structural comparefits Subcategory: Products introduced as a Result of (643) 650-3707 PE-�4245 (152� W-53rl 1 FBC non-HVHZ jurisdidwas. Compliance Method; Evaluation Reptoitfroma Florida Registered Anctillectora tjcen�d Florida ra..c. Coni lilath.cl: Report amIN Product Entity — Technology ComplIancrifilethod: Evaluation Reportfirom Professional Engineer Fluelifia-R7 Products a Florida Architect or . Licensed Florida EngeerCM111 FL#1 Pllillil4t$ Products Quarry Ae—ricat Aplor—ciforUse Approved far, Use Impact Dealflan fL*l?74,ftrtPr94uct Sea Prod uct Model, Num ber or Nam a Quality Assurance ApprovedforUse ApprovedforIJ impact Chastain Pftou= Description Contract Expiration Date In HVKZ outside HVHZ R-Ston t P—.U,. 5-00 Numi or Nam I Higher Strength iti &..p S) nV:1. lar.Ouci taguglod.in gMan Metal plate In HW Y_ outsideWm Yes It"stant Pressure ?41A WA A—ved 1- Us, A,—,dfU- I 24ga Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 126112022 Y.. Yes Y_ WA 2 ITVV BOG/Ao.a Hinge Plate metal Connector, plate 1713112024 Y. Yea NIA WA -9-0 Pro" Moft "Ifirther w Nam Pir.ductDoscrIptl2t C.M.1 Exaltation Date in HVRZ outside HY Resistant pressure 3 ITW BOGNone Trulx 4 ITW SCGIAJpl.. We. Wall Conne,tor Plate I n1r2024 Metal plate i 2131/2024 Y. Yee Yes Y.� NIA NYA N)A NIA I Gushy Precast wCommercial Cornloue Products PTerest and Prestressed Concrete I-lital. 05t25)2024 No yes N[A NIA cu =:3 Florida Department of Business Professional Regulation Building Codes and Standards Pagel 02 Florida Departmand of Business & Professional Regulation Building Codes and Standards Paz. 1 f I 011412021 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of2 grIV2921 —0 Product Approval Application DataH Product Approval Application Detail Product Approval Application DEW cu Code al Dt Date Perion. 9d_- Me Data Date Ppndlw am- 21111e Date parrellm 291 W T­ V1- Contact Engineer & Lj- — - validated By Validated submitted F5C A,—sl A .. v,d St.-- TVD- Version trilamurfoorturg ucere. validated By Vallcie,l automated PSCArtil Approved strs, Tvae Y—W M—lachunr C-t,d Valclatvd Sy Vidled 3.15.1fted FSC A—vd A,,m ReO.[­ 2020 Arrok In.. Frin Weld. ICC Evaluation LLC ICC 641Ace, gall 112021 (9,52) 098-8635 LLC� 0911012021 Can 212021 Approved Rvision 2020 Category: Stru.turaJ Compartenta Ran Daldl�An [CC r,.WstIn LLC fian Lah,,,. P.E. M212021 1(WlsM2O (251) 024-6479 (000) 63"288 Rebed.2afd��r@,eya,h, 02/DV2Q21 Approved Affirr,aWn 2a2Q Alpha AurnhUrin Ino. causal": Pand Wait, Jose ad- Luis R. Lamar gt�— M. Vdli FIE f4o�_ 509-2wB PE-82514 (7117� 317-8454 1111W2020 11/19�2020 1 InWO21) Approved < SubCahiigorrr. Truav R.t. compliance Method: Evaluation Report from �20n) 5m.9soa Subcategory; B,gh—adl Lumber Method; valuaonReport fr.. SubCaltedory: Saffits alphaalurrinumhoLbyalho 2! a P mduiJ Evaluation Bristly Product E,alulickln Entity Compliance Method: Evaluation Report Irma Florida Registered Architect a Lice,eadFlanda c..m 2-7 FL921874tollrosiuct Profissal—I Engineer < CWI]tV Assurance Approved far Use Approved for Use Impact Design Qality Arsoneved for Use h,r-,d fi� Use La" Dwell FLA10644,9-4 Products eA product ModeL Plumber at Name Product Ve5orlotan Contract LVIACOn Dare 11, Ill Wside HVHZ Its,sislant Pleasure, 8-04 Produt Model. Nurnber or Name Product 0"eyllon contract Expiration In HVHZ outside HVHZ Restsiall Prossi Quality Assuranct Ar,prowd for Use fioproved for Use ffinvact Deake" I MlSAHS 16 go. high Minurl plate 12131=ZZ Yes Yn NIA N/A 1 101—Ham LVL I.—insted Vance, Lumber 0313112023 No ya� NFA WA 8-9 Product Model. Number., Name 1, HVHZ Outsie HVHZ Resistant Pat"U's 2 M18,9HS I 4 g. super high strength truss connector plate 1VW2022 Yes Yea NIA N,A 2 Pordem PSIL 3 Tirrb Str.rd LSL Parallel strand Wrelcur 03131,!202� N. Laminated Strand Lumber 03131=3 No Yes NIA NIA Yn WA N/A I Alpha Numinum Said damp: Vented AluminumSoffill Alpha Alumni 8alid6amp; Vatted Auminum ON30,7023 No Y. No NIA 3 W16 16 ga truss corn.mer plot. 1==22 Yes Yes NIA N)A 4 TJ Rl. Board Stru*tal Composite Lumber Oriented Stand 03131=23 N. Yes N/A NJA CMU Ump;W..d soffit/ CIAU &amp; Wood SHEET NO. 4 MTlaHS la go high strength I— connector plate lW3112022 Y.� Y.� WA NIA 5 MT20HS 20 high strength trues Nsts 12131t2022 Y. Yes NIA NIA b. d Rmn 6 TL18 MT18 g.. i W31 P2022 ye. Y., NIA NIA 5 Vft.,h ... cor RIrn Board Oriented stand Board Rum B ... d =31=3 No Yea N(A WA 7 TL201 MT20 20 9A trust, connector plates i 2(3112022 Y. Yes NIA NJA I I August 10, 2022 PA 1.1 I I T7 !I I I I I I - - — I I - - — __F__ — - - 1, fi�7Fi I . E 1, '94, I � 1, 11 I I _T_ H I I I I i I I I - T T___ - 11 I — I I i . I I I — __-F - - __ (3) (1) Rorlde Departrinent of Business & Professional Regulation Pool f I Florida Department of Business & Profeaskinall Regulation Pap all Florida Department of Business & Professional Regulation Panel all Floilda Department of Business & Professional Regulation Pap 11 of I Building Codes and standards Building Codes and Standsoxis 11MGM2 Building Codes and standards Building Codes and stsindards eC=2 CB -N-- Ation Detail Product Approval Application Ustsill Product Approval Apislication Oetall Product Approval Application Detail Product Approval Application gails. Bill 211s. 111111 Dot, Panda CL 0 Will efifter Ddw Dab ask Panda 01" God, E"Uh- Ow. am- Dol-lboodo Rok ft& arigivor 20a ask Dot, Pond. DAE (D TM Yorawn Wa-qNAUN C•MaN Groolopp,a violiliftwey 10*114111010111 saw FROAlsomod ApproW $"a Two Wiri0A 11111subcouns cards K-W-u'&lJftuq WOW a, 110116111411 Saw 1`11CAPProysil AjHmsyW $No Tog volvid. lhwllawtUnb cabdo yalwildollar vilhOpled $ipbsol FeCAuraiol Anowed low Iko Yorolbbbs 04,064U.0 0.00 god"W4 VOWjftd Wo'biliplibill Sub POCAjolowel Appronead sw- CU AfIrmation 200 Pella corporation Joe HGOor, Songil Wlnoow end Door James L Buckner, P-P. 07114=213 071142020 Grallma Approu" Alfbirmul 20M Pella Corporallon im KWO semi WmdowomdDoor T.E. Lon, PE; LLC 131714=20 ayfldumll QV22120213 Appria" Alliminith. 21= Polls corporown Joe Holden somill WineowedDoor jimboal-Aijalmor,P-Elig QV14=211 OT114a= 0712012020 Appill AfWmtlDn 2= Pella cements, Joe Holiden 8"1 werns. somaills, T-E Lum, PE, LLC 07114r" 07MCAD20 0712=02C APPr-ad coftearr.vilrdo" Robinson (D W ManufacturprAssociallon DBUCK Engineering cologary. Window Robinson ManutbrLwAssooldon (W)625-6456 coweaky. wndoft Robinson ManulacaurerAssw4don CAUCK Engineering coull wM40" ftalroorn PE-441315 (Wl)025.6435 Cn 4LmIsCougarr. Single Runs P41 endrsnx enorrma ar ) 6214MM (661)411-gev Subaskgrr. Single Hung f541) 121 .5095 Ball0afterr. Flood M411 w *M 60CWhosoy. Food Moll 021 -60W CW60080 iffibithool: Gortacellon Mark or Usting compasses Wallow: coorloew Mark or Usumbli Carapikow iffiagivibil: Ceraffixotion Mwkvr Using Pelapno"lopproftes; 00millkwor Mdhod: Poluall Repod rboin a -CV ha.com fla.corn lo.w. RoMdaRogissmadArthoiratoraLbomsed Floricia IhLmm VJ FLMl2ff&M2Pftd- PLIKABOX-pt4pldt. -0 FM62M4k4 Prodwab 0 a) GaeftyAnorawle Amimed fAtUse Amerind low Use Dialigg awjkA� AllanneldbKjigg A, -- d F, U lmum Mon amw&AUEXN Adm*tidht.Um AgamoLhwjla lsow Dallas L- awl Plaided 11holol, N unubw or Name ProdwiDemobod irm 0,118iffill, WINZ Alloolso Prose BW Product 11160"l, Number or Norns Pnd,,U Doot"m caboubst rahwdaw am in Ill 0,016111116 HvKz PA*idmt Prussia Awl Pro" 111hodal, Number at Noma PradgUrkoadmign in cuftwo WN rimimpot PANWM QuallarAworprove Awroved rar Use Approved For lm Dow = 0 1 Sense C)NO High Peftmarwargle HUM9 Vb*i Ongle Hung Window 14r x72-) N. ya, N. +301�50 1 Pass 10 Berko single Hung Wndobw gWxg(r Mnyl Norlimped Single Hung Wimbow DSM)1022 No yall; No '401-0 1 garl* IOW YW good WhOg. (W X 7r) 1:1706120" NO In. No 1250-23 8440 Poodum Model, IN unlike or Now ProdygoD,"dat 040roal li"bretko, Dab In oubi"HVHZ Refiloon 0 UL 2 Boolve lama High Performance single Hung VIVI High ftrillormarow single Hung Twin OWi=7 NO yes NO -60.60 2 Pella 10 Series Sn& Hu Mg Wndow 54' . W tfinyi No.4rinpoCteirgle " WlnoW 11317109f2022 No yes RD PeneproduotePPraalQps ImuaN lieu +4S'45 2 Samoa I= 1AV food "-Aow (1(6- x 64-) 0:103020" NO Yes NO +2W-25 1 1080"Fangefbed 10 San- IW F ones F9-d Who- Y- Y. No NIAL a Palo 10 awl. Single Hung Wrd- W x Gr Vlrq MOM-Inniblid 3bmg* Hung VVkWuW CFMWO22 NO yes NO .5w-w a SWIM lGrin vV f9x@d WkIWW 1110' x 99-1 VOW= No yes No -501�50 0 -6-0 3 Series 1=0 Single Hung MV ON's Hung TMOO 0wraosho Oor x M 01&2027 No yes No +4OP40 4 Palo 10 Series Single Hung Wnclow 48- x 7T Mnld Narl4rilpfoyl Single Hung Window DTMW2W No Year No 1513WW 0 > 4 S.,1-1QW1)W'QkH4rQ VW sing No Hung Time Compolls, 11105" a Gi OWN= Na yes No .36,35 a Pogo 10 Series Single Hung Wn4ow W x Or Vnyl NorAnnibect Ongle Ring Window MU202022 No yo N. +59-16 P-twal, 0 5 Buda 1020 Wrigh. Hung Willi Ofthlb Hung IWIM CAMP11101W (D&V X W-'r) 0&13=7 NO Yes No .3&L35 peft 10 Sorl" Single Hung wm4low 3T x 77 Mm)d NerWrinput SIMI* Run Window OTODV= No yes NO -0011-01) OalWA- Aaaborbad fbe Us, Aosemosill f* Use, 106M godo 6 Soke, IWO Slrg* Hung VW Sirgai Hung IWIM 4DOffipoilft (W X VOs') QW1100=7 No Yes M. +3849 Pete 10 ftrw anglor Hung Window 62-Iff x VD-VIV Naff-Impogt Ong* Hung Wh4ow 11W171202a Na Yes No 'ww Produt iffia"L Number a, Name; Pradodawastioll In KVH Oudows Hym rasime" Pius C -*--a 7 samu 1=0 Single Hurl \AV $'no is Hung THOO Console Oor x 504.) 0600002T No Year "D +N)49 .26M a Owl" 1020 single Hung VW single Hung Window (46' x T2") WITrMT yo No .30�.w mmilawsmansio Sorba IW20 %AV lood "-wo. (Sir x 7r) 07�1&2024 No Year He M QM singlowvnig \8VSIMgkHo;Wlndow(4ll N: 2 Sarke IC120 \W44 ford w4rail (11W x 04') Grn&2024 NO YES No +25',M 9 UN" 1 0 WISM412T yo N. 1301-W O U) 1. Mor-10121131nabbHung Vinyl[ Blingli, Hung Wlridm 135' x 02-1 W) wMem? No yes No .2" Ams-od Far use Mon," Far Uss U&NA 2,Mm 1 SOOSIC120 MW Finial WIPKIMN (00'r 601) 07(1&2024 No Yes No +$01-90 8.1"102081,ghtHung Awl of Pradbuicasaftl in HWH M"s "M Roulkle Press, 11 VW sing a Hog Wlndm (48r . 84') 017=7 N Yee No +3" 1 e•rlea 8IngWHoqWndm W.WMnyINm,lmpaA0hqWHwn;WnKm. MM202023 No vs. N. +400-40 Vinyl Single Hog Whftw (W x 72.) 0811&=7 12 yes No -liaLm OW 11120 :�rg: Hung YffA:frQl-Hu TIAM0. Poalta(771.5w) OOMWO27 No yes No +311 2 Pella 10 Swim single Hung Wncloor w XOT vinyl NOMMPBM single Hung window 0115"MC23 No live No ND +45645 14 Sod: 1020 rg Hung VW Ingle Hur"'O., 0o'MPoGft(96-5'xS3-n 001=7 No ym No +361,35 a 060090023 No yes ND +51 15 some$ lwa xrg* Hurl Vinyl single Hung Iwill Compolift(wrX72.) 017=27 NO Yes Na +3" 4 PRO In series Smal. 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WA-1 High VW W Parismnal a Inals Hung Tialm OMIO027 No Your No +501-60 Porlormanot eirse Hung compofturxep-lWNV ZH } a 150 Sorks OrThormasabler Froomeou w Awariff Single single HUM TH plus Composite (I W 9 72) 00(150202T No Yes No +4OW Hog 4 ISO son. or Therniniour or Encompass orAvemi Single VIVI single Hog Tri p1bb Cornpolibe (IW K asr) OW2340" No Yes ft +3" Hung Rodda Departinent of Business; & professional Rogukdon basal all Florida Departrinsint of Business & Professional Regulation Poo. I of I Rodda Departinant of Business & Pro$wlonal Regulation Penal of2 Building Codes and standards Building Codes and Standards Ill Building Codes and standards Product Appian] Application Donall Product Approval Application Data Product Approval Application Detail Cod. *oft DOM Dow P..d gob. Ballow 2MR Oft oftepind RAS cook Bristow 20 am Dift Fonda QAk now Vanilla. las"Isom, 09 Ehol-W&Lklifto laplMlood VANdpled sow FBCADW*L* ADOMW sww T= Wirska miabotme could liftiosarA linen Velkillot6d 0, Vislidalled a FRID Aparoiol An6raread gas TV" Wroloo Wiltrollaoturre 0. EAWWWA wimow W141110d $uhplitled FITC Appronrol Appre,* also* Afl-allon 2020 Pella Corporation Joe Hoom Smoll Window and Door James L Rudmer, P-E- 9 0711V20X 07M4f2= 0712012020 Apel Affin"aft 2020 Polls Corpomdn Joe H.YI- a." iNernal W. Ealwal P,& T.E. Lurn, PE, LLC; 072140M 07114om OTOOM020 Approved Allimow. 21320 Pella GorporbaW 40 Ho"orn SOW Window W4 Dow, James L Budmar, P.E. a GW14u202Q Wn4f2l)= OF121W2020 Appwd CoNswr. W,41on Robinson MorrUlsounerftsooleam QRUCK Enginsaft 0swee'r-wMdoobs filobirrion P&"136 W) 62"455 0*1"qrf. Exterior owns RDblnw NkinifigCOWAMMortern CRUCK Engineering 4.bC loiav HwtwlwtWSlldw (841112141011113 (501) 4214WJ7 a-ba-lbegiong. Mriblamod slid. M41) 621 -No galsCougary. ending E20orMorD-Awmallso mllw-50M 00"Plionce NOW: Gelffloofion Mark or Usting Cowpokow adwil: ewalusoon Report nom a P-UWWUDWVOMG" Modi cerohnobw Makin Usting poll.produdapprarablabo, Flords RegiabonslArgrilwarars Loesed Fords 116.00. 110-00m, pwooslorodEnginsar "Ilwu Parabola FLON444t4i Pquaggg rummump,adma, Agoomma.Un Iwo Rom A,-,d Iner Use AboonasidlorUse lmwld 21WO max Pradwil Whichill, N urrollow a, AlWas Prodo" Woodall coatrut exianow" 20 In RVH abblelift HWH Rulaft"t Pmes, 200brA" Alloomeil ft, Us. A11,000,44 for y 1. Deals JAI Prodisid 114doL NuffilloW at Name Poodul, Deftfiefloo in WVH Qftwo 11luism Pol 1 Series 1-Y20 81WIrW VAriclow WIV Olding VAndow P(or X0, M1l2'XG0') 83(2712023 No ya No 'WIV an@ Prodod Model, Number or Name PiroduatDondallon InIll"M 0,11old. XVHZ FAR)WR Pirsou Berlin 110120(25 Bill Gim OW %Iffyl 24'arbol D)r ellaing GM aw (W x W) linafUll No YOS No .261125 2 earn 10M0 $11d.9 WArd- %ArA Willing ViAndoor COX or YO, M10'. W) 03120M No yes No +va-35 Soma loslicanaw1milow Serift ii) Flamilad OkIng Wlm*^ 05025,2031 No yes No NIA Obli 10120aS Boding (3ass Dear )AryI 8410 Panel Fbood 'O'Door "Ifie, 34-wal =04022 NO We No 36LW a aslas 1CV20 811ding Window MrrA 31" Window (XGX, lOr XGC-) DWTM023 No yes No +3DLW Val-ltr) 4 Serbs$ 10120 Oding YArblooi virryl Sliding VArldm CXCX, IWxWl 03417=3 No Y- No +Ss'35 Be" lown aubfing quill, Door vW 243wol'= $109 eliwo Door lD1QW2G2I No Yes bill) +Ilskw 4 sow IG"(26 slongeo" Door %AV 91"Is Panel FT* 'O'Dool(Sli 47-1?rx GW2&2c22 No V. N. +ZW43 GoofilyAu Asoronred far Use Annoyed faw Use Ime"t O"isft alsoll Product illowlyl. N urrillar , Nares ProoloolDir"dollon Cdk,"Mohta" Dale irwhwx Qlowo HvKz R"."Bt isfas"roft 1 Sees 160 or Froomposal oi-Anownd Sholrig ftea Dow 'Amil 2410*1 *O)r Sliding Glou Door igfrl 0. EN2402031 No YM No +25-= 2 series ISO or Encompass A-1:1 eirdling Global [low VIV Single Parbal Fl-dUDoor (Skileflis, Bil-I gr x OW16=1 No Yet No 4W.40 31-112.) wift qk%% al %ArA 24-a.49 '= 810V Glose DW,(72. 821 00005=2 NO Yes Na .3&46 ;WwWOM pa"MA"sn" -a-' CH1542032 N. No �219-23 4 Berko $0 awbripoesoravantlBluning9loseDDar MrrAtirglePeVlFbod'CDW(6kWft47-lVx Yee CD CD Galky Aware" Adaromed fis, Us Aboalassi Far bam Rift ftA Prodied 11didA Wonjoir at Name Pwaduallboutint InH culaidowN Raillefto pd. ;x- Uj 1 Mrrjl 244inal 10)r Sildmig Glass Door JWIW 1081202031 No Yes No +251,2a F = = CL. - r- Cm C36 c1l. 2 02MM032 No yod. No .40�40 cc w C-4 am MW 24%me'Or SAM class Dw (Ir x 82-) OWQ2032 NO yes No +39-39 LA- 4 new 130 Eroompou orAwantl 31" Owas Dw MrA Single Panel f1mol'U'Dow (Skkills, 47.1 W. 02M@0032 No Yes No +26L25 TI; cc 4= C= CA W "4 C W cc U, C2- C E Cc C� Cj (D E C.0 ICU > 0 CL L 0 < L) 0 L- 0- < (1) U) =:3 < 0- 0 w < z SHEET NO. August 10, 2022 PA 10 urq - I I -1-F ---------- F-- 111b SEMI ajlii 911111-Aid'] 111, dlln' 1)1111,11'10; " - 11 , j � , I I'l I I I FT I -F--I- I ]H - N C/) Ca N > U N L L OL Simpson Strop Tie 2020 FBC Approved Products p g- pp Updated 1230f2020 • Sim son Stron Tie 2020 FBC A roved Products p g- pp Updated 12302020 Simpson Strang -Tie 2020 FBC Approved Products Updated 12l302020 • Simpson Strong -Tie 2020 FBC Approved Products Updated 12f30J2020 y/ Q O For direct links to all SST approvals listed belovo, CLICK HERE -: , For direct links to all SST approvals listed below, CLICK HERE. �. For direct links to all SST approvals listed below, CLICK HERE. ,. For direct links to all SST approvals fisted below, CLICK HERE Cll Ito V " +. For additional IMormatlon r rdin Florida'sStatewide t r el to = t I ego g Aida Product Approval system aria Mlam Dade. County H Natice of Acceptance (NOAj,. CLICK ERE, a or dlional Inror a ionic amin Florida's Statewide Protluct ravel S roman Mlamr-Dade. CaM: F ad t m t g. g y+pP Ys d Y.. Notice of Acceptance ND. CLICK HERE. p ( A). For IMormattonr regarding Florida's[atewlde ProductA royal rem �d Mlard-Dade Count. eg 9 PP �. A Notice of Acceptance NO ..CLICK HERE. Y P ( )regarding o For on Ie t additional Information re artlin Fidrld 'S 3te Statewide Product Approval rem and Mlane•Dade Count Ap � Notice of Acce lance O. CLICK: HERE. Y P.. (N AS, . j FL#2355-R7 FL#10446-R6 FL#10456-115 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- (� 9116" and heights ranging from 4-5116" to 11". Concealed flange (, Sea # Product Model, Number or Name Product Description Seal Product Model. Number or Name Product Description Sag fF Product Model. Number or Name Product Descrintion Verson (HUSC) available for models having width equalto or O O 1 Titan Stainless Steel Concrete & Mason Screw Masonry (TTN-SS) 1/4" diameter T tan stainless steel masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 BT, 8T8. BTH Brick Ties greater than 3-911fi". O L L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 0 0- _ 3 AP644, APB44R, APVB66, APB66R, APB88, APB88R, APB1010, AP6101 OR, APVS44, Outdoor Accents Post Bases 3 C514, C316, CS18, CS20, CS22 Coiled Straps 51B" and heights ranging from 9.114" to 16". C O LL _ FL#9589-R6 APVB44R, APVB66, APVB66R, APV888, APV088R, APV81010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25SDS Face -mount hangers C6 O :fir 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Cn M O Sea # Product Modal. Number or Name Product Descrintion APVDJT2R-8 6 DSP, SSP, TSP Shad to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers � O 1 S010112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APH11610; APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3, H6, H7Z, H16, H165; H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- cl) (D L Q 2 SD9112, SD9212, SDI el 12, SDI0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APTA, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15116" (n O C 3 SD911258, SD92125S Strong -Drive 5O 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, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-$DS Face -mount hangers -� (a y - `a-^-r 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SOCF221014, Strong -Drive SDCP Timber.CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, H552-2 SDS3', HSS2.3-SDS3: HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- v) Q SOCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" to 19-10. 5 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SOCP22858, SDCP22912, Strong -Drive SDCP Timber-CP'Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24; HTS28, HTS30, HTS30C Heavy Test Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS016IKTZ, HTS020KTZ Heavy Twist Strap 20 SUR SUL. SURC SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Sop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/18" and heights ranging from 3-1t16" to 13-314". 7 SDS25112. SDS25134, SDS252CO, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LETA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS2550Q SOS25600, SDS258O0 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute. flange is concealed. 8 SDS25112SS, SOS252005S, SDS25212SS, SDS25300SS. SDE25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAi; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1OA-2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11.1l4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Mad iu m Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MS772 Straight Straps FLUIDD07-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, M5TA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MST066, MSTC78 Straight Straps Sea # Product Model, Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4Se3, MSTC6683 Pre -Bent Straps Sea # Product Model. Number or Name Product Descrintion 1 ATR318, ATR112, ATRM. ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTISO, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9; ATUD9-2, ATUD9-3, ATUDI4, 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 7-1/6' to 30". 3 BP318-2, BP112, BP1I2-32 BPS/8-2, 5P516.3, BP3/4, BP3M-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCA2x12-12, NCA2x6.16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3 a/6" to 7- 4 CNW318, CNW112 CNW518, CNW314, CNW5/8-112, CNW3/4-518 Coupler Nuts 25 LSSR1.81, LSSR21 LSSR237, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable SlopeableiSkewable Hanger 27 RCW612, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24".. 5 CTUD55, CTUD65 CTUD66. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSI8, RPS22 RPS28 Repair Plate Strap 3 OGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, Mil ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7 114"to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4B; RTUD5, RTUD5, RTU07, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, 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 5.1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST.9, ST12, ST16; ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-112", 10 URS3 3/6" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, TB27, TB30, T636, TB42, T848, TB54, TB56: TB69 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, TWB12, TW614 Wall Bracing 114" and heights ranging from 11A W'to 37'. 12 URS5 518" Uplift Rod RunTiedowm System 34 STC, STCT, OTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch GirderTiedowai 7 GLS series hangers Saddle hangars available in widths ranging from 3-114" to 6-71S" 13 URS6 314" Uplift Rod Run Tledown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, WB126, WB126C; WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in welths ranging from 3-114" to 7- IM" and heights ranging from I I" to 32". FL#10441-fi6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30" Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-WS" 1 OTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2 37x7 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face -mount (OU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114"to 5- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, OSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 39110" and heights 718" and heights ranging from 7 112" to 37' 4 HDU2, HDU4, HDU5, HDU8, HOW 1, HDU14 Hold -dawn 3 GBC Gable Brace Connector ranging from 9-1/8" to 23.15118", 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS; HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8; LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.B1, HHRC44, HHRC5.2513.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9,00-SDS 13 HIT series hangers Tap flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8"to 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3&' and heights ranging from 5-6116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PASS Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from5-3/8" to 10 PAI18, PAI23, PA12a; PAI35 Strap-sTyle purlin anchor 8 LSU25, LSSU28; LSSU210 Light Slopeable/Skewable, U Hanger HHGUO.00SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHU526.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS 50110, Face -mount hangers 112" and heights ranging from 3-7115"to 15". Concealed flange t 12 STHD14. STHDI 4RJ Strap -style hold-down ID TC24; TC26, TC28 Truss Clip HHUS7.25/10 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 2-9/16". THAC422, THA426. THA422-2, THA428-2 118" to 5-1./8" and heights ranging from 4-314" to 15-3/4"- 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 12 THAI1.81122, THAl2.06f22, THAI2.1122, THA1222, THA1322. THA13522, THA1422 Adjustable Truss Hanger Sized for i-Joists Concealed flange version (HSURC, HSULC) available for all I/8" and heights ranging from 5-316" to 28". CV to CP 13 THAC422, THAR422 Skewed Truss Hanger odels double 2X anonly concealed e i acute flange dod 4Xm: y ngs . 17 HWPH series hangers Top flange hangers available inwritheranging from 1-9116" to 7- 06 g- CP 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU214, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-316" to 32". 15 THJM2-4-SDS3, THJM2-5-SD83, THJU26, THJU26-W Multiple Truss Hangers 9 HU. HUC series hangers Face -mount hangers available in widths ranging from 1-9116' to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16' to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-1/4". Concealed flange 518" and heights ranging from 9.118"to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights Q N 18 VTCR Valley Truss Clip greater than2-9116"- . ranging from 5-3/8"to7.1/4".op Q S� 10 HUCQ1 81/9SOS, HUC01.81f11-808, HUCQ210-2-SDS, HUCO210-3SOS, HUCQSIO- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights C , SDS, HUC0410-SDS, HUCQ412SDS, HUCQ5.2519-SDS, HUCQ5.25111-SDS, HUCQ610- ranging from9-3116" to 13-1I8". P SDS, HUCQ512-SDS .. .� Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30l4020 E== Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For o7reci links to eu SST approvals Isted belwv.. CLICK HERE. For direct links to all SST approvals Bated belay, CLICK HERE. For direct Inks to all SST approvals listed bela,v. CLICK HERE. For direct links to all SST approvals listed balm,. CLICK HERE « For additional information regarding Florida's Statewide Product Approval System and Miand-0Dada County Notice of Acceptance (NOR), CLICK HERE. « For additional information regarding Florida's Statewide Product Approval System and Miami -Dada County Notice of Acceptance (NOA), aj jCK HERE, r to d da once of Acceptance OA ct_iCKHERE, +For additional information regarding Florida's Statewide ProductApproval System Martti-0a County N A p e (N ), « For additional iMamadan regarding Florida's Statewide Product Approval System and NRami-➢ode County Notice of Acceptance NOA, eLICK HERE. g g PP Ys tv P ( ) 21 LB series hangers Top flange hangers available in worth of 1-9116" and heights FL#11468-R5 18 SfLBV1,56, S/LBV1 81 SILBV2.06. S/LBV2:37, SILBV2.56, S1LBV2.68, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-3/8" to 15-118". S1LBV3.56, S1LBV3 62: 5lLBV406, S)LBV412, S/LBV4.28, SILSV4.76. S/L8V5.50 6 Strong-Bolt2 (ST62 ST62.4SS, ST02.6SS) Strong-Bolt2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model, Number or Name Product Description 19 SILTT20, SIOTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-118". 1 HHUS210-3, HHUS210.4 Joist Hanger 20 8IMST60, SIMST72 Straps 116 mil (10 ga) 7 Titan HD (THD-H THD-HMG, THD-H4SS, THD-HOSS; THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LE03, LE05, LEG7 series hangers Top flange hangers available In widths ranging from 3-1/4" to 5- 2 HR56, HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avaiable with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112' 3 HUCQ210-2-SOS, HUCQ210-3 SDS; HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THG62, TH083 THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 7/8"and heights ranging from 9" to 32-112'. 5 THGQ2-SDS3, THG03,SDS4:5, THGQH2-SDS3, THGOH3-SDS4.5, THGQH4-SD36 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger(THDB25158RH, THDB37158RH, THD37212RH, Titan HO Threaded Rod Hanger for concrete L. 118" and heights ranging from 9-1/4" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in welth of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5 FL#13904-RS (D 27 RR Ridge rafter connector 28 VUP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Descrintion Sea # Product Model. Number or Name Product Description FL#i 6230-R8 118" and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.52-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQMS.50-SDSG, CCCQM3.62-SDSG; CCCQM4.62-SDSG, Sea # Product Model Num bar or Name Product Description 3 H16, H16S, H15-2; H16-2S Hurricane Tie CCCQMS 50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-110 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4 62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G KT ECCLLOMD5 5OG-KT, ECCLRQM03.62G-KT, ECCLROMD4.62G- 3 SET XP SET-XP High Strength Epoxy Adhesive for masonry Sea # Product Model. Num bar or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors Kr, ECCLRQMDS 50G-KT 4 Strong-Bolt2 (ST82) Strong -Bolt 2 Wedge Anchorfor masonry }e ` VJ 1 ASA44, ABA44R, ABA45, ABA46R, ABA56; ABA66R Adjustable Post Base. 7 HHETA16: HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5 50, HGUM7.00, HGUM7.25, HGUM9..00 Heavy Masonry Hangers 5 Tlten 2 (17N2) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5-6, ABU65, ABU66: ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS25, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3 LGUM26.4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (fHO-H4SS, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty ScrewAnchor for concrete available in 304 ABU88R, ABU1010, ABU101OR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-31 LGUM2I0-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, ME-FA40 Embedded Truss Anchor 5 MBHA3.1219.25 MSHA3.12111.25. MBHA3.56f7.25, MBHA3.561925, MBHA3.56111.25, Masonry Top Flange Beam Hangers countersunk head. z 4 AC4, A04R, ACE4, AC6, ACSR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111.88 MBHA3.56114, MBHA3.56116, MBHA3.56)18; MBHA5.50i7:25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor forconcrete or masonry 5 BC4, BC46, BC4R, BOO, BC6R, BCS, BCS2-2/4, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50111.25, MBHA5.50/11.88; MBHA5.50/14, MBHA5.5O/16, 6 C044, C646, CB48, C1368, CB88 Embedded Column Base MBHA5.50118 7 CBSO44-SDS2, CBS046-SDS2, CBSQ66-SDS2. CBSQ86-SDS2, CSS088-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.5611125, MBHU3.55111.88, MSHU3.56114. MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.114" to 9-112" and FL#11496-115 MBHU3.56118, MBHU5.50I9,25, MBHU5.50111.25, MBHU5.50/11.88, MBH U5:60/14, W2 ranging from 3.5/8" to 7-1f2" MBHU550116, MBHU550118 gag # Product Model, Numberor Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.1/4" to 9.112" and Sea # Product Model. Number or Name Product Description 1 X3401016.5K XiS1016, X10I0113 4K, X01 S1016, XQ1 B1016.4K 410.16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 L. W2 ranging from 3-5M" to 7-112" I DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, C-PT887 Concealed Post Tie Base 2 HD12; HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224 XLQ114B1224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 EP644A, EPB44, EP846, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 H036, HD5B, HD76i, HD9B HTT4, HTTS, HTT5.314 Bolted Holdowns Tension Ties Sea If Product Model, Number or Name Product Description 3 XMQ114SI224 XM011481224-2K Screws with #5 Drill Pointand Large Diameter Hex Washer Head 412-24 Strong -Dr ve XM Medium -Head Metal Self -Drilling, O 13 LCB44, LC566 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties I SDW22300; SDW22338, SOW2243$,SDW224581 SDW22500 SDW22600, SOW22638, Strong -Drive SOW EWP PLY;and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDM2634 4 X0114$12241 XQ1 14B1224 2.5K, X114SI224, X0112S1224, XQ1 12BI 224-2K #12-24 Strong -Drive X.Metal Self -Drilling, Tapping Screws with #6 Drill Point 15 MP6447, MPB66Z MPB88Z Moment Post Base 2 SDWCI5450. SDWC15800 Strong -Drive SOWC TRUSS Screw 16 P644, PB44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWHI930OD6 SDWH1040OD8. SDWH106OOD8, SDWH19800DB, SUWH101000DB Strong -Drive SDWH TIMBER-HEXScrew 6 XU3481016, XU3481018 6K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS65 Embedded Post Base 4 SDWH2740OG SDWH275OOG, SDWH27800G, SDWH2710DOG, SDWH27120GG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, Pi Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS104DO SDWS22400,SDWS225OO,SDWS22512, SDWS22500: Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw Grade) O 19 PC44-15. PC46-15, PC48-16, PC64-16, PC65-16, EPC44-16, EPC46-16, EPC48-16, Post Cap 1 SB518x24, SB718x24, S81x30 SB Anchor Bolts 8 SDWS19800, SDWS19712, -Drive (Interior EPC84-16, EPC66-18 2 SSTB16, SSTB20, SST624, SST628, SSTB34, SSTB36, SSTBI6L, SST620L, S8TB24L, SSTB Anchor Botts SOWS22800, SOWS22900; SDWS221000, SOWS221100, SDWS221200; SOWS221500 FL#M320-RO L 20 PC4Z; PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC5RZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230ODB, SDWS2240CDB, SOWS225000B, SOWS2260008, SOWS2280ODG, Strong -Drive SOWS TIMBER Screw (Exterior Grade) 0- EPC8RZ SDWS221000DB Sao # Product Model, Numberor Name Product Description 21 PPB44.4Z; PPB44-6Z Post Base 8 SDW522312DB8, SDWS2251209B Outdoor Accents Structural Wood Screw 1 DSSCB43-51 DSSC648, OSSC848, DSHS Bypass Framing Drift Strut Connector A 1 V'^J 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SOWS27400SS, SDWS2750OSS, SDWS276OOSS, SDWS278OOSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45 5, FCB47 5. FC649.5, FC6411.5 Bypass Framing Foxed -Clip Connector SDWS271 OOOSS, SDWS2712OOSS 3 FPHSD34Srl FPHSD34B1015, FPHSD34B1016-5K, FPHSD3451214, #10-18 and ##12-14 Strong -Drive FPHSD Framing-to-CFS Self- V, FL#10866-RS ,gag # 1 Product Model. Number or Name. CMST12, CMST14, CMSTC16 CS14, CS16, CSiB, CS20, CS22 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 FPHSD3481214, FPHSD34B1214.5K LSFC2.25, LSFC4 25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Drilling, Tapping Screws Steel Framing Connector V IM 2 HRS6, HRSB; HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, II MSTI26 MSTI36; Straps 97 mil (12:ga) 6 LSSC425, LSSC6.25, SSC2 26 SSC4.25, SSC6.25. MSSC2 25, MSSC4 25 MSSC6.25, Steel Stud Connectors Sea # Product Model, NumberorName Product Description MSTI48, MSTI60 MSTI72,S/MST27, S1MST37, SIMST46 MSSC425KW MSSC6,25KW .,/ �`I 1 FJA, FSA Foundation Anchor 3 HT816, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twat Straps FL#1.6363-R3 S RCKW3, RCKW5.5, RCKW7.5 RCKW3S, RCKW5.5S Rigid Knee Wall Connector � 2 FRFP Flat Retrofit Foundation Prate 4 LSTA30, LSTA30, LSTI49, LSTI73; MSTA9, MSTA12, MSTA15, MSTAIB, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB435, SCB45,5, 80647 5, SCB49.5, SC13411.5, MSC845.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Seal Product Model, Number or Name Product Descrintion 8 SCS325197, SCS62.6M7, SCS82-5/118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUSH3.25, SUSH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1885, AS 18SO 16 ga. Truss Plates 9 SCW3.25, SCW5 5 Head -of -Wall Slide -Clip Connector 4 GLB5A, 01-656. GL65C, GL85D. GLB7A, GL876, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate /0 SJC825, SJC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors 5 OLST512, 013LT612, GLBT518, G21-T616, GLST520, GBLT620 Glulam Bearing Plata 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS133.518 Bypass Framing Slide -Clip Strut Connector O 6 HGLBA, HGLBB, HGLBC, HGLBO Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST5215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (15 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HOT-2, HOT-3, HGT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws LLJ 8 UFP10-SDS3 Universa I Foundation Plate 11 MTS12, MTSI6, MTS18. MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQIS1018, X0161016-4K, XQ1 S1214. X01BI214-3 5K, X078S1224, X078B1224-3K, #10-1 & 412-14. and Al2-24Strong-Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S181.56, SJ61.81, S1B2.W, S1132.37, $152.56, 5182.68, S1B3.12, SIG3Z(3, SIB3.62, S1B4.06, Top Flange Joist Hangers FL#15730-R4 X0114SI224, XQ11401224.2.5K, XQ112$1224, XQ11291224-2K, X3461016-5K XiS1016, X181016-4K, XlS1214, XIS1214.3.5K Tapping Screws Q S/64,12, SI13428, SO4.75, 5185.50 Z 13 SMA212M, SIBA2.12110, SIBA2.12112, SIBA2.12/14, SJBA4.1818, S1BA4.18MO0 Top Flange Joist Hangers Sea # Product Model. Number or Name Product Descrintion S/BA4,18/12, S1BA4,18114 1 ET -HP Adhesive. Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC GDP GDPM 50, GDPM-75, GDPM-100, COPS, GW-50 GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HDOS, S/HD813, S/HD1OS. SIP DIOB, S/HD1SS, SIHD152 Holdowns 3 PDPA PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, PINWP PINWP-W PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies J 16 S/HDU4, SJHDU6 SlHDU9, S/HDU11 Holdowns,PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, P7RHA3, PTRHA4 17 S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete Q" SHEET NO. August 10, 2022 PA 1.3 FIMIAMI, C_ X11JW-DAW_C0UWW a PGT Izidustries, Inc, PGT1;ndvstries,1uc. -Fu (1) >= 0 PRODUCTCONTROL SICTION CD_ 0- o 2 11805 SW 26 Sree� Foinn 202 NOTICE. OF ACCEPTANCE: EVIDENCE SITBAMTED NOTICE OF ACCEPT.4-NCE- EVIDENCE SUMM'TED N = ca a - DErARTMEIXT OF REGULATORY AND ECONOWC RESOURCES MER) Mimk MoT�- 33175-1474 BOARD AND. CODE ADMUMTRATIONDI'MION T -C, 96) 315-251% , F NO TICE OF ACCEPTANCE: EVIDENCE SUMMED (7W 5J15-22599 NOTICE, OF ACCEPTANCE 1. Evidence submitted under previous D. QUALMASSUIR.A.NCE C/) -cu Cn (N-OA) A. DRAN%TNrGS B. TESTS (continued) L Miami Dade Department ofRrgulatory and Economic Resotirces (R1R)_ W -0 ­0 _a -= PGT Industriese Ijic� 1070 Technologr Drh�-t. 1. Manufactwds&edrawingsand sections. 5� Testrepodon 1) Air Infiltrati Test, per FBC, TAS 21012-94 = 2 a) 0 EL 0 51: North Venice, FL 3*275 (SribmiIiied underAWA.-NI& 11-0107 #4) 2) Uniform Static.4jr Press= Test, per FBC,TAS 202-94 1. MATERMLCERTIFICATIONS = LL- SCOPE: 2- Drawing No 50-5570.0, titled -Tinyl Slidkg Glass; Door NOA (iAl)"', sheets 1 3), Water -Resistance Test- per FBC, TAS 202-94- 1 - Notice of Acceptance No. 15-05,28,14 issued to Vision Extrusion 1;mifted for their = .0 — M C:> �+- ,- M This INOA is beingissued under thE applicable rules andmgulafiomgp-vemii3gthe-u-.,e ofconstructiommaiterial-S-11* through 21 of 21 � prepared by manufacturer, dated IM51-15, with revision Adated 4) Lwge Missile Impact Test per FBC, TAS 201-94 ­181iite R*W PVC Exterim, Extrusions forWmdows and Doors"', dated 0813/15. (n 0 > _0 E 0 documentationsubtnittedhas beenreviewed and accepted-byNfiami-Dade CcuntyRER -Product Control sectionto G*D_51 17, signed and sealed by A. Lynn Miller P -E. 5) Cychc Wind Pressure Loading per FBC, TAS 203-94 expirim on 09/3W I 9� a) L_ En a) C�L bc wed in 34ami Dade Couay- md. Qthex utas Y&= allumd by the Audioily Hav, iug JuziWktim (AHI). 5) Foxed Entry Te&t, pff FBC, TAS 202-94 2. '-Notice of Acceptance No- 16-020M issued to Vision Emnision Lignited for their -NE (n 40— M 4-4 TILis NOA sballnot, be valid after the expirationdate statedbelmr- The Miami _Dade County Product Contml Section. B. TESTS - -u mgs along With marked p draw and installation diagram of vmyl sliding glass door, prepared 1000 Tan 202 a ' nd lighter Shades Non-'"'hite) Rigid PVC Exterior Extry slows for U) (In MiamiDade County) andlordie AIU (ia areasoffier than Miami Dade. County).res erve the right to have this L Test report on 1) Uniform Static Air Press= Test, per FBC TAS 2 0-1-04 by Fenestration Tm-ting Lab, Inc., Test Rqmd No- FIL &54-9, dated 11)06115, signed and Wmdowsand Dooi s"_ dated IMS[l 61. expzmg on IM%21 product of material te-4edfcwquahtyammiancepurpmes. 1f 1hisproduct ormatexialfails to pedormin the acce ted p Large Missile bWact Tea per FBC- TAS20l -94 sealed by Idahmis Ortega, R E, (Test report revised on 1104115 and 011116) 3. Notice of Acceptance No. 1-5-0528.15 isstted to Vision F_xtrusion Livrdted forth& -Brown ummer� the manufactwer will incurthe expense of such teesting, andthe Al-Umay modif� 1) Cyclic Wind Pressme Loadingper FBC, TAS M-94 6 Test report on 1) Air Irif Rration Tmt, per FBC, TAS 202-94 (Painted oi . d ated Coated - Law, n � ) White Rigid PVC Extertior Extrusions for suspend fhe use of such product or materW within theirjuzis&cuori. RER reserves the right to revoke this along With trixted -UP drawings and inst-Alation diagram of vinyl sliding glass dom prepared 1) Unifom Static Air Pressure Test- per FBC. TAS 202-94 Windows and Doors". dated MIMS. expiring on 09/30/19. acceptance, or mak%ial fails, to if it is determined byMiami-Dade County Pmduct Control Section that this product meet the requinments of the applicable budding code. by Fenestration Testing Lab, Inc., Test Rrport No. FTL 9717, dated 1 M74 5, signed and 3) Water R esistance Test, per FBCJAS 202-94. 4- Notice of Acceptance No- 16-0712.02 issu, ed to ENERGI Fenestration Solutions USA, L1rA_N This product is apprGvedas describedhemin and has been designed to comply with ihe Flarida Building Code- sealed by Idalmis Ortega, R E_ (lest repart revised on 0145116 and 02124116) 4) Large Missile Inqxict Test per FBC, T-AS 201-94 Inc. for their 3040 =d Lighter Shades (Non -White) Rigid PVC Exterior mcluding the High Velocity HunicaneZoie- 2, Test report on 1) Air Infilftation Test,pef FBC- TAS 202-94 5)Cyclic'aTind Pre_ss=LoadingperFBC_TAS 203-94 dow Extmsions for Win -s and Doors" dated 09,45116- expiring on 01U4/211 DESCIUPTION: Series"45,57VI 170 "Vinyl Sliding Gla-ss Door (Reinforced) w1wo 9011 & 10 corners-L-M.L 2) Uniform Static Air Pftssure Test- per FBC, T AS 202-94, along with marked -up drawitigs and iW21lation diagram of vinyl sliding glass400r.prepared 5. Notice of Acceptance No- 1"114244 issued to ENERGI FenestraitRm Solutions USA, "Br �kFPROVAL DO C LAELN-T. Drawing No. . MD-557710.0 RevB, titled"Vinyt Sliding Glass Door NOA (TIM". zheez 3) Water Resistance Test, per FBC_1 IAS 2(2-94- by Fenestration Testing Lab- Inc., Tcst Rtport No FTL 8-5.52- dated 12,104/15, signed and Inc- for their - -onze and Lighter Shades of Cap CoatA-d Rigid PVC Exterior I through 21 of 2.1, preparedbrvmam&cturez�, dated 10�105A, 5 and last remsed on OMIrl- sig aned and sealed by 4) Large Missile Impact. Test per FBC. TAS 201-% sealed by Idalmis OTtega, P. E_ (Test report revised on 01245�21,016) fxwusions for W Indows and Doors" dated 09,'1546, expiring on 04/l&-20. 5) Cyclic Wind Pre&g= Loading rFBC,TAS203-_94 7. Test f eport on 1) Uniform St atic Air Pressure Test- 102-94 per FBC TAS 6. Notice ofAcceptance No- 1"712.0,; issued to ENERGI Fenestration Solutions USA, A- Lm.Miller. P-E.. bearing the Nliami-Dade CountyPiroduct Control Revision stamp withtheNotice of -Mianu-Dade _Pe� 6) Forced Entry Test, per FBC, TAS 202-94 sile , 2) Large Mis ImpactTest per FBC, TAS �01-94 Inc for their "White Rigid PVC Exterior Extrusions for 11 indows and Doors- dated Acceptance number and expiration date by the County Product Control Section-, along withmaiked-up drawings and installation, diagram of vinyl slidiag glass door. prepared 3) Cyclic Wind, Loadingper FBC_ TAS 293-94 0$A04,71 expiring on 0128118. .N,IISSMX LMIPACT RATLNG. Large and Impact Resistant by Fenestration TestingLab, Inc., Test Report No- FTL 8W_ dated 1 Ml 5� signed and along with marked -up drawings and installatwin diagrmn of vinyl. slidingglass door, prepared per Tum 7. Test reports N*). l0-W2-79.2tA), M�M052T 535753-09. -AS -94, L See table, I (sheet2) and table 2 (sheet D for applicable SGD unit Pi;� desigu pressuzx%� reinfmcluents. types. walf d by Idalmis Ortega, R E - (Test report revised on 0 IM4/1 6 and 02/11 �220 16.) by Fenestration Testing Lab- Inc., Test Rq)on No. FIL 663-9 (sample-s- A-1 thru A-22). dated ASTAM1929 and ASMID-635. issued by EXOVA toV-mon Extrusion for cellidosic ghms,types, sill riser(see tables B-1 &B-2.,sheets 7-8) and amhorlayoutsheetsrequirements in llthrul,6_ 3, Testreport on. 1).4jr Infiltration Test, per FBC, TAS 202-94 111,19/10, signed and scaled by-Jbrge A- Causo, P. E_ fSubmiwd underjV0.4 Ala 11- con4msite malerial 2. Rigid Vlhite P%7C, Tau (Non -white) Rigid PVC audBroim coated (Ppitted ortwnwated) white Rigid FVCto be 2) Uniform Static Air Pressure Test. per FBC, TAS 202744 6107 04� (Submhied under.VOAX9. 11-0107 04� z labeledperref &encedN0A7sreqiiremeats_ 3) Water Res�e Test- per FBC, TAS 202-94 8 Test report on. 1) Air Infiltration Test. . per FBC_ TAS 202-94 S. Nlotice of Acceptance No. 14-0916.11 issued to Kurmy Inc. f , America.- or their 3- E-gre s s operab le do = must czmply with min clear width or h eight per FBC re quirenunt a a applic ab le 4) Large Nfissile InV2ct Test perFBC, TAS 201-94 2) Uniform Static Air Preswre, Test, FBC . TAS 2.02-0-4 per. --sentryGla'SC (Clear and White) Interlaver, expifing on 07M/1 S. 4. Po&et walls undet separateapprovat to be revieiwd by Building offirial 5) Cyclic Wind Pres%ur Loading per F3C_ TAS 203,94 3) Water Resistance Test, per FBC, TAS 2072-94- 9. Notice of Acceptance No- 16-1117. 01 is� to KwaskyAmeric a. Inc- fdr their LABEIJN.G: Each unit shall bear a permanent label with the nw=ThchM!es name or lo go� city, state --and series and 6) Forced Entry Test, per FBC, TAS 2024A 4) Large AS-stle Impact Test perFBC, TAS 201-94 "Trasifoll, 111track-ar, Clear and Color PVB Interlaven-, expiring on OT08, W '19, faWwing statement '14=m-Dade County h o duct Co atralAppro%ed", no ted hereim al(Mg with marked -up draA ings and inst;t1lation diagram of vinyl sliding ghs-s door, prepmd 5) Cyclic Vmd Pressure Loadingpet FBC, TAS 203-94 W REN_7Ew_kL of this -No.A sba be considered after a renerwal application has been filed and there has beenno by Fenestration Testing Lab, hit., Test Report No- FTL 8547- dated 12/04115, signed and 6) Forced Entry Test, per FBC_ TAS 202-94 F. STATIE-NEENTS chaugein the applicablebuilding codenegati-imly affecting -the pedormance offlus product- se*d by Idah-tis Ortega, P. E. f Test report rev. *d on M27A 5/16) 'Test along withmaiked-updrawings and �istallation diagram. of vinyl sliding ghm door,. prepared 1- Statement letter ofconformance with FBC--.-,tl Edition (2014) and FBC-6&1didou TERA-UNAITO'N of this NOAwill. occur afler theexpiraticat date or if thiem has been a reirision or change in the 4.. report on I)Air Infiltration Test � per FBC_ TAS 2iP2-94 by Fenestration Testing Lab, Inc., Test Report No-FTL 6337 (=nples; A- I thin A-5�,, dated dat -d0VIV17 signed & sealed by Lynn Mille P�E_ (2017� imied by manufacturer e matefials, use.. andlor manufacture ofthe product orprocew. Misuse of thisNOA as an endorsement of anyproduct, 2) Uniform Static Air Pressure Test- per FBC_ TAS 202-94 11106flO, signed and sealed by Jorge A� Cmzo- P. E. (Submiffed under AVA IN16. 11- 2- Statement letter ofto financial interest dated 04/1 &17 issued by matrafkturer- signed for'sales. a dveltising CW mi), otherp. urposes shag, autornatic allyternnna* this NOA. Fail, ure W Comply wwi any 3) Water Rriistance Test, per FBC, TAS 202-94 0 10 /-. aq) sealed , by Lynn Miller, ?_F, section of dLL- NOA -shall be cause fortmninationan-drenwvaloMA. 4) Lafge Msgflelmpad Ted pff FBC, TAS 201-94 3- Leftef,of lab comph2nce� part of the above test reports. _4LD'*T_RTISF_A11E_\-T, The NOAnunober ptecededby the words IvEard-Dade County. Florida, and f b1lowed by the 5) Cyclic Wind Presswe Loading per FBC, TAS'203-94 T C. CALCELATIONS 4. RER_ Test Proposal No. 17-0387, dated 05,fflM 7, samed. by Ish2q CImuda, P.E_ expiration date portion ofthe NOAis displayed- then it shall be -maybedisphyEld in advertising literstuxe.. If any 6) Forced Entry Test- per FBC, TAS 202-94 n wffhFBC-2014, L Ancliorverificatioft calculations, and stmctuml analysis, conply- done in its entiretv- along wdh marked -up &awings and mstn1lation diagram of -vinyl sliding glass door- prepared � prepared by P GT_ dated 110911 5and lag revised on 0 7, signed and sealed by G. OTHER PN SPE CTI 0'-\-: A c o py o f d Lis eatir e NOA shall b e p ro m, de d to th a usm T by -the manufliclumT or its di;5WIM tc rs a nd by Fenestration Testing Lab.- hic-, Test Report No. FTL 85U_ dated, 11% 15, signed and AnthonyL Miller, P.E. (Submhled underi No. 15-1210.01). L Notice of Acceptance No. 15-1110.01- ismed to PGT Industries, for their Series shall be available fer-inspectioa at thejob site at 1he rexpu!st of the Building Official. sealed by Idalmis Ortega, P. E_ (Test report revised on OLO*4-6 mid 02/11116)- 2. Glazing complies, With ASTME-1300-09- x!5710127 7 0" V inyl Sliding Glass Door (Reinforced) -L. 111' expiring on 0414,21- This NOA revises & renews NOA if'20-0429.05 and censisft of this I and evidence pages E- 1. E-2- E-3. E-4. PaEe 7 1"", LL. 0. U C= C�A C E-5 & E-6 as well as approval &xunkent mectrute-d abo�v_ Thesmbinitteddocun utaticaxasrmiew-edbylsbaqLC%an&a.Pl. 14haq L clkanita"PE. Ishaq I cha0a, P.E. U24i,l ClaUlta, RE. C C Product Control U-mit 6upervisor Product Control Usit Sup"sor Product Control Unit Snptn-isar NNW. XaA, '-No. 2 1 -0 2 0 5.0 3 Nak N'G. ii-0205.03 �Expira timm Date i ,kprj11l4,ZG26 E�*rztfion Datet. Apri[14,2026 Expiration Daw April 14,,2026 Expiration Nte. April 14, 2026 Approval DAte.Nlarch 25.22021 Approvai 1 Date-. March 21-4, 1 Q! I .Apf�oj�al Date], X la,!r ch 1.4, 2,-421 Approva 1, Wte., Aharch 2.4, 2021 Pali I E -Z cr- FGT Industries, Inc. CGINVIndows, and Doors_, Inc. PGT Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCESUIBINff rTIED NOTICE OF ACCIPT.ME: EVIDENCE SUB M-ETTY-D NOTICE OF ACCMANCE: EVIDENCE SUBMUFFED 2. ITldence Submitted under pm-ioussubmittal E. XLXTERIAL CERTlY ICATIONS (continne) 3. New Evideuct Submitted 5. Quanex Part Sutwr S-pacer Standard complymg with ASTM, C518 Thermal Conductivity A. DRAMTNIGS 0-881 BTU-imf hr.44--F, ASB4 F JL�7,49MrM-Pass_ ASTM D-39850mygen-Rms, ASIM E A. DR A"INTINGS 1. Drawing No. MD-5570.0 RevB, titled "Vinyl Sliding Glass Door NOA sheets 2190 I.G_ Durability -No Tog -Pass. (Submille4 underpmiolls XV-41MO. 1"4-09.0$) 1. Drawing No-'NED-5-570.0 Rey B_ titled "Vinyl Shdikg Glass DoorNOA (LW, sheds I I through 21 of 2 1., prepared. by nimufacturefr dated I CX05/1 5 and last revised on through 21 -of 21, prepared by minufacturer, dated M05,115 and last-m-ised on 021011'21- 04122/20, signed and sealed by A- Lynn Miller, P�E_ 6'L QU2hfM Part. Duraseal comVIvirig with AS`IM C518 Thermal Conductivity- 2.22 B`IU-in/ signed and scaled by A_ LynnMiller, P E_ hr_-fF-�F, AST?vf F 1249 VtTM-Pass '. ASTM D 1.434 Argon Peravance-Pass_ ASW-E ' Note, 11its mritsion consuts replacement of same c3daW mstallation screw with flat head- B. TESTS 2189 1G_ Durability -No Flof, ASTM E 546 Dew Point Development -201F in 49 ks- 1. Test reports on-- 1) Air Infiltration Test, per FBC_ TAS 202-94 (&ibnt itted under IYO-41VA. 15-046-4.05). 2) Uniform Static Air Pressum Test, Loading per FBC, TAS 202-94 7- Vision Extrusions� Ltd. Parts comp4ring with PVC-AAMA 303-13, Vokulary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Poly%myl Chloritde (PVC) Exterior Profiles for Vision F-vtnisions, Ltd.-VEX-1 by 1. None- 4) Large Nhssile Impact Test per FBC, TAS 201-94 kA.�MAFeaestrat=FxtenorPro,fileCerbficatwuProgrAuf&ibnimedrinder.VO.4jVo 15- C. CALCULATTONS E 5) Cyclic Wind Plessure Loading per FBC, TAS 203-94 0409�05) L None. along with marked -up drawings and installation diagram of all PGT Industries, Inc. 8_ Vision Extimions., Ltd- Parts complying with PVC-AAN1A 3,03-13- representative imids listed below and tested to qualify Dowsfi 7791 and Dowsil 983 silicones, fSubw ftted under.VO-4 IV& 15-040. 95) prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9- PVC­AAN1A 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior D. QUALITY _kSSTTRMNCE- FTL-7897, PGT PW5520 PVC Fixed WindoW (Unit 6 in proposal), dated 0OW03/14 _S for ViSiM E by AAKk Fenestration Exter ior Proffle Profile XftUSk=, Ltd _,VEX_l A -Dade Department of Regulatory conmc andE 1. Manti Resoumn, (REK)-, FTL-20-21077.1, PGT SGD780 Alwiiimm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Progran 2107.2, PGT CX740 AlurtL Outswing Casement Window (unit 8 in proposal) FTM-20- 10. Notice of Acceptance No. 184217.14 issued to Energi Fenestration Solution, USA, Inc, for E. XL4,TERLAL CERTMCATIONS 2107.3, PGT PVv'7V-GA Ahtritirturn Fixed W. indow (unit 9 in proposal) and FTL-20-2167.4. their "Tan 3040 & light shade (rion-white) X%Thite Rigid PV C Extedor Extrusions for L Notice ofAcceptantre No. 1-0-0305.02 iss�, toKuraray America. inc. fortheir PGT n-7620A AluminumFixed Windom, j�� 10 iaproposal) dated GTBiM all signed Windows and Doors�`, mpiring on 021OW-21. "Tresffoll Ultravlear, Clear, and Color PVB Glass Interhyers-, cq)iring on07,080-4- CU 0 and sealed by Idalmis Ortega, P�E. k Inc or 11. NiDticeof.Accepta=No-19-0122.0'-?is�,dtoEncipFeneA-mtion�Sob-.ttionUSJ , J 2. Notice of AcceptanceNo. 17-080&02 issued to Kmray America, Ime. fbr their > CL their -se mis,111itt Rigid PVC Exterior Extrus6ns forMindoivs and Doors7� o*ing "Sentr­yGlast (Clear autl'"hite) Glass lnterhyet-sP_ expoing on 07U123- 0- C. CALCULATIONS 02,29/21 3- Notice- ofAcceptance No- 18-1106.10issued To Vision Extrusions, Limited for their'Srown 0 < 1 Anchor verification calculamm and structural am*sLs, complying with FBC 7& , ation. Solution, A� Inc. 11 Notice iof Accep, tance No..2,WJ3,03 issuedto FAwrgi Fenestratio US for Coated, (Painted or Laminated) White Rigid PVCExtmior Exti -usions; for Windows Ediflan (2020). dated W.M0. prepared by manufacturer- signed and seale d by their -Browe & hot shade cap coated White Rigid PVC Exterior Extrusions for and Doors7_ expiring on 0930L24 ' 4­0 0 AnthottyL)mnNMer. RE. lViadows and Doors-7 expiring on 04,46025- 4- Notice- ofAcceptance: No. 19-1.106.11. issued to Vision Extrusions Limited for their series =3 2- Glazing colnPlies with ASTM E 13,00-04, -N, -12 and -1 11E, 1000, Tan 202 and lighter -shades, (Nan-Ulko) Rigid Cellular PVC Exterior _0 D. QUI. k L r r Y A SS 1-7, FLA _N, C E F. STATEMENTS Extrusions for Windows and- Doors-- expiring on 1129.2 1. 0 Mami-Dade Departmetif of Regulatoryand Economic Rrsources. (REFL). L Statement letter of coffbanance to FBC 71' Edition �(2020), dated 04,22,120, Lw3ed by manufacturer, signed and sealed by Anthony Lynn Miller. P_E. F. STATE-NMENTS E. -3LkTERLAL CERTIRCATIONS, 2. Statiernent letter of no financial mterest and of independent, mued by marnifachirier, dated L Starenxnt letter of Conformance to IFBC 71 Edition (12020), dated 0101/2,21- mued by 1. Notice of AcceptanceNo. 19-0305.02 issued toKurm-avAmerica, Inc. fortheir 04/18120, signed and-me-aled by AnthonyLym Miller.,. P.F_ matinfachtrer, signed and: sealed by Anthony I�ynn Miller, P �E - Cf) "TrosifoW, Uttracke-ar Clear, and Color PIVB Glass Interlayers-_ expiring on 3. Private Labeling Agreement doctiment beMeen PGT. dated 03/30,115 and signed by all 2- Privmte Labeling Agreement dated 03%21 between PGT Indusuirs. Int. and CGI �, 07/08,?24� involved parties gued Wind"-s and Dom Inc.. si by Dean Nt RuaA-, P_`E_ V.P. Engineering, on behalf of M 1 Notice of Acceptance No. 17-0809.02 ismxd to Kuraray America. inc. for thei bothcompanies. < 4king on 07/04123. "SentqGlasl, (Ckar and U-Wre) Glass Interlavers". u G. OTHERS CL 3. Notice of Acceptance -,No. 18-1106.10 issued to Vision E-rm4ons Limited for their -Brown L This NOA revises NOA# 17-0420.06(PVTW)CGI) and uTdates toTRC2020 (77'*Editiou), OTHERS Coated (Painted or Laminated).RUe Rod PVC Extierior Exh-usious expiring M2L2.1_ I- !his NOAm-ises & renews -NO.A-#20-04-29.05 (PLA-w/CGI), expiring C41412C forlViudows and Doors7_ o:piir ing on 093004- 7. RER Test proposals #19-1155 -dated 0 V 1OP-0 approved b L expiting 1 ,yIshaql- Clanda-RE Me cunmt associated FL4 CGI file. #21-6-210-ic0L expiring 04441-226. co 4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions LftW,, ed for their "VE 04.114/2 1- series IM Tan 202, and lighter shades Rigid Cellular PVC ior for Windows Doors', 12j,49/2 1 Evet Extiusions; and expmng on I*aq L Clsaiada, PX. Z Ish2 q I CILInAm, PI.. P�roduet Control Unit SupeTwsor Product Couftul U-sir Supennisor ProdaCtConfrol Urkit SUp trrisor Nzol NO. 21-0205-.03 NOA'No� 214205.03 < X0A Nio� 214105,03 Eipirstion Date. 14,2016 Expiria tion Dade: April 14, 2'022� FrpirafiGaDate: April 14,2026 ApprovalDate.-Mircl 15,201 .1pprovid D2 te'. XfAfth 15, 2021 -Approval Daw March !;, 20 21 E -_9 E 4 SHEET NO. August 10, 2022 PA 1.4-- (D C/) Ca N -� U MIAM1^ MIAMI--DADE COUNTY � CL � 0 O PRODUCT CONTROL, SECTION Cast -Crete USA,. LLC Cast -Crete USA, LLC Cast -Crete. USA, LLC O C:. L- CU 'O DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C BOARD AND CODE ADMINISTRATION DIVISiON Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy L EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL �# 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 O -0 U .� = L_ .L (D6324 Cast -Crete USA, LLC County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS s� Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details `, sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of }, re aced Craig Parrino, P. dated March 2003 and throng Na. titled P p y g g 1, re red b Craig Parrino, P.E., dated March 24, 2003 tint Drawing 140. prepared y g g ' 1, dated 03124/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " � O ,- � > > -0 SCOPE: les , prepared "Cast -Crete 4 ", 6" & 12 "Lintel safe Load Tables'; sheets l through 3 of 3, prepared by t „ „ _ LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables"', sheets I „ Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all -- O O L N s- i This NOA is being issued under the applicable rules and regulations governing the use of construction materials. , si Craig Parrino. P.L. dated March 24 2003, last revision #1 dated April 28, 2003 both g _ p . . .to Craig Parrino P.E. dated March 24 2003 last through 3 of 3, preparedby g _ , prepared, signed and sealed by Crag Parrino, P. E,, on 08/11I4. -F-r -- tnJ O R5 . The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E.'F revision dated March ll, 2008, all signed and sealed by Craig Parrino, P.E^, on (a y_ Q � Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS .� — (AHJ). 1. Test report on flexural testing on 4" 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B• TESTS S C. CALCULATIONS Section In Miami Dade County)and/or the AHJ in areas other than Miami Dade Count reserve the right to have ( (. Y) g b y Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and J Fp P 1. None• 1. Calculations far Cast -Crete Lintels, dated 08119/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hannan, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCII?LATIONS 1. None° D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE D 1. 4 Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E„ signed and sealed by Craig Parrino, F.E. 1. By Miami -Dade County Department of -Permitting, Environment, and Regulatory Affairs. 2. Calcul`ations for Cast -Crete Lintels, dated 05f29(03, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. Naze. Zone of the Florida Building Code, 1, None. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared Y g g 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed .�" Ili r7' Parrino, P.E., certifyingcorn compliance with the Florida Building Cade, 2014 Edition. P� ,� Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002 by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4" 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by 1. Norte. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E, dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS �,. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. Norte, C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1, None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and.Ecanornic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. Norre. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1 None the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E F4c,4 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 oE-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. M.S. elm A. Makar, P.E. M.S. Y s elm A. Makar P.E. M.S. }� , � elmy A. Makar, P.E., M.S. d > "J o _ r� ' Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor ce- fl NOA No. 20-0630.15 MJa►^it E cotirin t Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.I5 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 `O m Approval Date: 08/20/2020 ! Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 o Pagel E-1 E-2 E-3 • °E" c cc W. ea 3 0 A O na Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None, 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department ref Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. Q F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P,E, Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. $. 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. C 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of > Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets .1 OLT4612, 0 Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -�--.+ revision dated ,Tune 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. =3 B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE �� � R5 � 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS Q 1. Nine. F. OTHER 1, Article of Conversion for a name change. O w e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. M Q Q} Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/1112023 Expiration Date: 09/11/2023 Q Approval. Date: 08/20/2020 Approval Date: 08120/2020 --i E-4 E-5 a SHEET NO. August 10, 2022 I PA 1.5 I n I �TI�- _ I - — -- - - _- - - --_T- N i fLi� 1 11 1 ill al 1c11.-7:-I i, -116 1 11-rt:.f aIli —F-7 I i Ir— I I A. TTLL1T._A,, ?I. /-________-_-_______*I / I I L1 ECO iNc\ ' TILLIT TESTING 9 ENGINEERING COMPANY PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 'Corn YL �Llt,C,Wxl 44147 Ft CA L�L_ T4, OM6719 PRODUCT CATEGORY: Shuttem PRODUCT SUB -CATEGORY- Storm Panels PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER, G 10ba I P Mtectil 0nP1*_dmgft " 4800 S.W. 51 Street Davie, Floricla33314 1. PU13POSE OF EVALUATTI N: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional RegulaUon. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT .E.D.)m Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thrill 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07i28/2020. This drawing Is an integral part IS "op""', Evaluation Report, �,%%k!,,�O h ,r,� �,�!�� . ............ /,'- -,,. __ -*'-'- ,.-"�,\CEN *`,.V," . ��-�-; �__?_.S�_ . 1211t, .'�, '11, ­ , - - T:=:±��_ . . __ ____ __-:� _,", , - *.1 No, 44167 _'� . - , ,, ,1�1 - , I I I - . , , , � - '. ,� t�l 1�v I * .. * -,,_,--- � � ­%D,� I,,-- - - , . ' "'L ". I Z 4 11 . ,--I",:,.- ,� OP. In N --,<� -4 � '�� `t� *' -,, ej S��` - - - I-- ,,�-, ,- w. , ,\ " � /, - - , , S, 6355 NX 36th Street ftte 305, Miami, Florida 33166 -Phone: (305) 871-1530 - ft�,,& �0�.,' ip'-RODU CLEY, 2 22-1W REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08109/1996, #9113-570 dated 091181199,6, #96-T80 dated 00/20/1996. all three signed and sealed by Hector M, Medina, P_E_ Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0611 998 witnesseld by Gilbert Diamond, P.E. and Report No. 021 9.01 -09, dated March 4, 2009, signed and sealed by Edmundo, Largeaspada, P.E. and Henry Hattern, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, ZI.STRUCTURAL ENG TKMB,- On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1610 of the Florida Building Code. Calculations prepared byTilteco, )M, dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE. Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol, 4..-WIND LOADSR��S�N E- 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8, 10,14, 15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15,17,18, 19,20 25 and 26 of 26, of Product Evaluation Document tP.E.D.), drawing No. 20-176, 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thrul 20,23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14,16, 26 and 26 of 26, of Product Evaluation Document (P. E.D,), drawing No. 20-176. ,%kk0t1IIIIN$J,M0. .,0,1�� N k4i o � . I I�I _� . - - - ­,.. .t. . &/`P. __ �_,g::�2...- ,y,EN1Te_*1_ . �-­ , , % S - - __ 9___4__ . IIG �,��_"!E_E_41�_�_Vy.-44167 ',� S �____ ______ , ji� . ­7 . !*= /, 'ry A � * .� = , / 11 qe- - ,/ � � STATE OF �`,qz_f �_ -,�� R, �, '1W , ,k 0 -, Z08113 .*,\.- .i� '. e', � - "' .,',I e, I I " '9101.i� I fi,,,,, N 0`1 IIIIHII00, I I nQDUCTXyALUA_"o Ttiamul _,40, 20-072S.01 3 6. MATERIAL CHARACTIERISTIC-3 AND,SPECIFICATIOW- , Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on Sheets 1, 7 and 21 of 26, of Product Evaluation DoCvment (P.E,D,). drawing No. 20-176. 7.,.LIMITATIONS AND CONUITION6 OF USE: 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thrU 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E. 0.), drawing No. 20-176 prepared by Tilteco, [no, and signed and sealed by Water A. Tillit, Jr, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section IB20.2 of the Florida Building Code. 7.3. Product she] I only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, ini (Florida CA-0006719). S"IIII1101101IN, ,%k N P',,"; �� I - I - .,. § _.... k ,\;,. .. - . 0 . 'o ��' . \�`_ . , - . " I,---- _Z ., — I I .., S _ii- - _=k - .4 1. _____ _11_�, - , — 7";-w- =--* — * I � - I , , n;ll,--*-'-.. STATE OF .,,-Eirf ' 11 _ . - - _&� ,�, I V.- n.%. F, .. I , 0� 40 1 .., , R1 _',O I, r'.. .1., , lo� 6 ........ Ni,, SIONA. I "ftionIiIIIIIIA10", WI Di� TILTECO ADMON RIECORDS I P. E. REPORT-20 Ii G08AL PROTECTION PRODUCTS, LLC � 20 CAGE GALVANIZE0 STEEL STORM PANEU DRM *2&17S�REPOFrr# 20-0728,01 1 1 /_ _\/ I I L I ECO if4c- TILLIT TESTING & ENGINEERING COM - ­______­----_ .__ 11 __ WAUTF RA TILLIT, a, RE. tilIBOOA-ZOLCOM , PRODUCT EYALVALION REPORT C,FLP.T' T�i,­No 4416' `_.A.Li.,=_.N..O0WIi � REPORT NO.: 20-0727.02 DATE: July 27, 202JO PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAll 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Pr*WJlonRtQduc%,LLG 4800 S.W. 51 Street Davie, Floirdla,33314 1. PURPOSE OF EVALUATION: � . This iss Product Evaluation Reportissued byWaltorA. T11111, Jr., P.E.(System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61G20-3, Method 1D 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 20.20 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 me of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z1 . PRO -DUCT EVALUATION DOCUMENT (P.E.0,L Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANIEL", , I sheets 1 thru 18 of 18 prepared by 111teco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte Evaluation Report. ,�,R�,'K�lr '1�1 lazz"10"fol"s, �, 4�2v —.1.". �, 11 I-- 4 ,�. - E �. V, . -f "V�, NS *--7 1 J - �, -­:7_`L- �1-�----Ni ', 7,;�A*�m�, , - * �, 1"�­ ­ . 6355N.W.,36th Street, Suite305,Miarni, Florida 33166 -Pbone: (�05) 871-�146116441340 -1531 PRODU f EVALLAXION REWRT NOL 104,727.02 2 . ­1 - Large missile Impact load tests were performed under SSTO 12-99 standard as per section 1600.1.2 ofthe Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.GI-01 dated 03111[02 Witnessed by William R. Mehner, P.E., Boriz Morciz, P.E. and Henry Hattem, P.E. and Report No. 021 9.01-09, dated February 25, 2009, signed and sealed 6y'Edrnundo LaTgaespada, P ' E� and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as pet section 1609.1 .2 ofthe Florida Building Code, Test Report prepared by American Testing Lab ofSouth Florida, Report No. 112191-il), dated November 23, 2010, signed and sealed by Jullo E. Gonzalez, P,E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, , signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QG Metallurgical Report No. I OKMA 318, dated December 1, 201 0 signed and sealed by Jerry Jacictfano, P.E. as per ASTM E-8. 1 2.3. STRUCTURAL ENGINEERINQ CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section i604 of the Florida Building Code, Calculations prepared by Tifteco, Inc,, dated 12/1 5110 and OW7/13 (for this revision), signed and sealed by Walter A. T11111, Jr,, P.E. 3. MIS61LE IMPACT RESISTA INM Large missife Impact under section itiog.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND!=QADfi RE61STANCE- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet0, 9, 10, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E,D.), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 51 9, 10, 1 1, 13 thru 16 and 18 of 18, of,Product Evaluation Document (P,E.D.). drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been veirriled for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard- ,W*�7-,.,.­­.,-, .f9.11'V\3ENI9'&1 ` � -,.==Z= —� _­ ,�� :�:__-Z�O��'� --4*467 Z 2,4*j * 1`40RO, ", - - �, -2. .PR0DIJCT2VA1,UkTIDX"P0RLNQ. GA. .. _L = 3 5A1N_$1A1JA1L(2N- Installation shall be performed strictly in accordance with details indicated on sheets 3 thrul 8, 12 thru 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 1 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. A. .MATERIA-L CHARACTERIS ,TICS AND SPECIFICATIQN5; , Shall bestrictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E.D,), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7_L1M1TAUQNS_AND_CONDlnONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 or Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E. 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16202 of the Florida Building Code. 7.3. Product shall only be Instalied into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. rillit, Jr., P,E, (Florida License No. 44167), President of TIfteco. Inc. (Florida CA-000671 9). 11 � '. �W'1!7.1�11141QPIII S; �!e I, - - ,,?��.,-', - ,�C E N,� - , Z I 1�� j'--!� *_ I - ­4 ff - __� > _�_ - I % 1�r*7 '-: ,_,�-:'- �1 �5-,-�_-- 1�,- - . I WATILL " 's . D_-I FILTECO ADMON RECORDS I, P, E. REPORT.20 k GLa6AL POCIT4 N , GALVANIZED STEEL STORM PANEL �DRWG # 20-175 � RFINORT#20-0727 Fk IE1110�� -%��e��_,_ORY. �-, � I -IIII a) a) r- Cn -0 a) -Fu > 2 a) = I- M 0 = -0 " C CM cu -I.- 0 -0 W — 0- Cn . 0 -= (D -0 0 0-0-0 III= = 0 = " CL -2 = 0 a) :-3: CU C 0 Mo -I-- M a: %I+_ 0 M > Cn m— Cn a) U) " M " CDL C_ �_ CU -0 -.0- C= m— 40-0 U) ca. < 14 . - __ � —COMEQNENTS FOR REGULAR & LIFE SAFETY STORM PANELS GENERAL ! 8 3) IN CASE THAT PPECAST SIDNE, OR PRECAST CONCRETE PANELS, STU= OR WOW 60"NOIT RE FUND ON THE (SCALE 1/2- 1 -) 1/4. 2/4, 3/4, 4/4, 5/5, 7/5, (I" an Em" EXISTING WALL, ANCHORS SHALL BE LONG ENOU04 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS IVII/I 0 " 290/10, 5W/10i, ,II 6/5 1 STORM PANEL SHOWN ON THM7PRODUCT EVALUATION OW,UMEWT OAVD) HAS BEEN VERIFIED FOR WkPLANCIII IN ANCHORAGE SHALL BE AS MENTIONED M 8,I) MO IN S.Z� - _-----­---­-_­_ ­­­­ - - ­­­­ - _15�19a' (TOM WIDI -----L--L, - - L- ---'- __­L__L -- -- -- _-_ + = ACCORDANCE WITH THE 2020 J 1. EDITION) OF THE FlORIDA SUkUlid CODE, M 1Q_Q=K_1l=_1Mft%1 - SPWPIFIC_0160__�1�115_AIAIJI � -L ------ ----'-- - - ­ - -­ ,-,- 12.SW (EirraTNE TPGTH�� ­_­,_­ -__­ _.__L_­__­- - ------,-. � � -'- _- -'--- ­­­___'__­ ' -'SL'W (TOTAL WMTH)'_ - - - -- ­ --- ­ --, SW/10, 6W/11 & 7W/11 " CD � 1= — . . i ANCHORS, FOR CC:RETTtE ZGE SKEM 9 & 9 r MAX DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION B20OF THE ABOVE MENTIONED CODE, - 1/4'9 TAPICON ANCHORS, AS MANVIOCTURE0 BY IT, W BUILDEX, INC � I— .- - L - 1 3: MAX I --- ­­ Fall W S ON SHEETS 10 & 11 _____­­____�F, MIN.- " .:3 �� FOR A WIND SPEED AS REOUIRED By THE 4URfMkCTIQN WHERE THEM SHUTTERS MIT BE JNS7ALLED AND - 014-10 PANELMATt FIDIMAILE 10 AND FANELVATIE PLUS ANCHORS. AS MANUFACTURED BY EECD CONSTRiCnON PRODUCTS � -__ ,----,------. 6 1/4. - ----­­..___ � . L -­­-&M ­ -- --- ---- L ­_ . : 1, � MIN,- " �_ 0 =DULE ON . FOR A ONTIFETIONAUTY FACTOR Kd-0�55. USING ASCE 7-15 AMID SHALL NOT EXCEED THE MMIMUM (A.S U) - 1/4 -0 LAC SCREWS PE N DS. I ,-1-31p, - f--I.3,50*- - "3r-L ; ' '­SDO. L � _S,D. : a) 101 I' � "L , , � I IL � 11 � I __�_ DESIGN PWMITE FAPNQS INDICATED ON SHEETS, 7 MRV 12, IC T!L 16, A & 20. - 7/76'. � 515' *000 BUSHING, AS DISTRIBUTED BY AU POINT SCREIN, DOLT 0, SPECIA-1Y CC 11 L , I L ,-f�. � : ' --I 3SE­ ­ O.Ow MA, THU , I Z60, - -�� " ,7 L i 1`­O� , / __ , ,P, ------ - L QML=E - �i;�",, +g r-4-+Ir — L 7 . . CD .= C=, t-4 (g L )! i ,--\\".- , l­ � �1_ - - --r-1--l- -,--I --- T__T____­1111 --- _T­ -_ - L--f l­ - IN ORDER TO VERIFY 14E ABONT CONDITION. UL71WVE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 @ - -,--r-- --T -r---,r---- 'T"7- 7­r --- i-T ­7 �i � � I I , , i " - V_ 4= _�_ - " _ rc,,,4e- e -, - - - _ , , ` I -�, ": � _ �;",' I " <, Cl� MINIMUM THRrADEO PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL BE 1 112- AND 2- FOR ELCO PANOMATE PLUS ,/,.A A) , I , 1 , I I SHALL BE FIRST REDUCED TO ASO DES14N WING LOADS BY MULTIPLYING THEM By 0 6 IN ORDER TO /, - BOW a" TN" - GRADE Do wmmu "10,1100 ,. - .1410 ­­ I I I I I . � , I � L L . 6 M C112 a AMID PANELMALE FEMALE D , � ) z6k7- "W-1 I F i _4 2'LS5_Ll* IF ./ N EDGE - I , (a)+ r, I 1 1 f I - ; . I I I . COMPARE THESE W1 VAX , '. ­JA, MM I G-60 GkV I I � ! I I . I I V-� -- I I � A I L" J ,1 , -71\1 1 (�)_(D @ - I . L = ca C-7 C-4 (ASD) DESIGN PRESSURE PAT%-,S INDICATED ON SHEETS 7 THRU 17. 14t 15, 1 . Ig & 20 I [_ - \ CALVARTZ STEEL 7IS-11 2. � - w , I - D,Itll . ; PENETRATION INTO STUCCO S"_ OF CONSIVACD AS PAPT W� THE REQUIRED, T EADED 011 , . � HEMMED Tyr, GRADE 50 MOM" Wait �T , -1 I T - I �,� I �, � i ! I I I - IN ORDER _-O VERIFY -THAI ANCHORS ON THIS P C,D AS TESTED WERE NOT OVER STRESSED, A 4n INCREASE W "OWASLE C,Z) MINIMUM THREADED PENETRATION Or LAG SCREW, INTO THE WOW FRAME UNA SHAl.L BE ; 1/2�� me rHREA= ASTO A-M , t E - .YP, OaAIL �T I I I I , . . I I S owe -0 CC :Pe. STRESS FaR WIND LOAM WAS W�L USED IN 714ER ANALYSIS FASTENERS SPACINc TO WOOD HAS REEN DETERMINED IN - \ I I M 'ED \ I _� ,I 1 41 1 ! ! I I �Iegc _.; CE LA- O_ ka ICTRATION !SW EDGE I i i I "I I i I L � 2: G-60 mv, I I, I ? i I I , . I ACCORDANCE WITH NIMS. 201S. '1� -fa-AIL A I I i I a; C4 = C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMQ L BE AS INDICATED IN THf-S DRAWING L A _% 48S � I I .�2 CC = I­ T�,E. EDGE L� \ I � , , I I i I RM - N ACCORDANCE WIT4 SECTION te;�6 OF _ _____ ____ I ­ - -- ; Al I i In -0 STO PANWS ADEOUACY FOR. IMPACT AND WIND RESSIAKE HAS GLEN VEW*D I 7" - - - - ___._ __ _ _ - L __ ­ 1, I , , � . � ------- ­ �', --e L7 - - /� ,=/ - THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING 4 TESMW ING, REPORTS 90-56a, Va-SYC Al, 96-T30 AND CA) MRAMUM PENETRATION OF WOOD BUSHING SHALL BE SIN, 1/0 *-20 SCAM USED SHALL BE t 1/2' LONG MINIMUM - ,.3�v _$1541" - _�_, I l � I 1 ­­ I , I . r , I U) I I --- i i , I J, I ­1 I _ �. I -- I ---. --- ED C= CC I LL- — ____1 L 1- L ­­__ - - ,I - I- ­ FOWSITIAMN TESTING VS No., REPO" #2032 & #2126 . As PROTOCOLS TAr-2gl. TAS-202 AND TAS_2133r� SHOULD ISTUCCO COST, AND I' MINIMUM FOR WALLS WTIR NO $IUCAU. �._ __1_1 - __ - - --8.2w ______._____1_­ Law- � C,,:: I ­ -_ - �� - ' ' L' 6 ", L - 1­1 -T-1-T-TO, "I'll -- ---- --- -.r 2 - :-:� � F_ _� — _V ,,, ­_­7�­ t L I - L'�,, -T-- I -1 i T � - _ , � , i I I ! I I i i 3; 2 0) " AS WELL AS AMERICAN TEST LAB OF BLUTH FLORIDA REPORT 0021S.01-09. AS PER TAS ZOI. TAS 207 AMID C S) 04 CASE THAT PRECAST StIONIE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING G) 51QRR_eAN" (A END -STORM PAN '4� � 1 I 4� ! ; i I , I I i 1 ­4 I == I, TAS 203 STANDARDS, F , I WAL4 AN04ORS SHALL BE LONG ENOUGH TO REACH THE MAIN STAGITTILRE BE4IND SUCH PANELS, I . , � � . , � ;_ - ! r I IN - i I ___ � - I . - - ____ __ ___ . . - 2 O" ALUMINUM EXTRUSIONS 1-0 BE 11063-16 ACLOY AND TEMPER, (UNLESS OTRE"SL NoTED) SEE SHEET 2 ANCHORAGE IOWULBE -,AS MENTIONED IN CA) C.2) & 1-4) I—- - --- 1- I 1 1 1=- c: 1 -A I ,-- ,.� I ; � a 15 -CC /-W � . ___ _ 1 1 1 1 1 L 3 ALI- ALUMINUM SHE_-T METAL USED AT C, USURES SHALL HAVE 1-11,11, i ! - ,� I I ,W I ::- 3105-HA4 ALLOY� (0) ANCHORS SH1,41 at INSTALLED FOLLOWING ALL OF THE REPOMMINDATIOTIS AND SPEZIFOAT)ONS OF THE ANCHOR'S MANUFACTURER . I Eiw. - 2,187' - I I 1 ,� ", I I I I 42 0 -5 . - - - - - - A ALL STEEL SHEET METAL PANELS SHALL HAVE ',TRUGTUNAL QUAHrr SYTI ASUA A-653 GRADE 50 MINIMUM, G­eU eAAEXS,§S,L?, ,--- ,1__` - , . F ---------- ­­___� . Hyo. 90. .125' 114�20, 1/4--20. I i I 1 - , I i - I I BOLTED PANELS W/ 1/0-2NI_ - - - � W M � GALVANIZEIT STEEL VES16NATION WM� "­5 I., �AFTEFT RUULW)� 8 PANELS WAY AM BE INSTALLED HORTZUNTAULY FOLLOWING tISTALLATION DETAILS B446W ON SECTON � THROUGH :0 (SHEETS 4 , , 1-1 - � - ,.2SU ,M. - - -� 7W _iL2�E I I "I "I ! rr, -4 I V"_ " 11 tl--.-- ik\� Bk" , - EWE I I � � I I I � I � 1 ILINHOLTED PAN­L­ r i- - _� 1 1 3: W .0 W/ WMAPED EWE - , .,�� T � Aw , ­ JUM SERIES �, 7w- I i I 1 ; �I THROUGH 6) EXCEPT THAI HEADERS (2 6 0 � - Zi RACTIP I_ � � j �5 hLS. BOLT W/ 7/0* . 3/32- ", SHALL NOT BE USED 11�1` 3 �_ — ! - I I I (SEE .SECTIONS As , -1 I I t I .2! 0 W , � 71 -------]I I - ' �S S' GOO � l 40 � , ' to ARGUE a APPLICABLE) L I I I NUTS 0 EA. OVERLAP :W c: I= 5 ALL SCREWS TO BE STAINUMS STEEL X4 OF -110 ASI SERIES OR COMMON RESISTANT GOATEE CARBON StCCL AS PER r� I I 12 1/2' Z I I i, i SEE SECTIONS AS APPLCABUE) i DIN 50018 W/ 50 lo� YELD STRENCT" AND 90 k� TENSILE STRENGTH & SHALL' COMPLY W/ FLOWDA BUILDING CODE 9 I Si� BE THE RE UTILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Or 'ME ' NITIUCTURE WHERE 94UM * TO BE '-- - R-02W : ' '� I'2 , f I ,. 1 4 i . . I-, moll- � $' 1 i 2 1. S ��A7 !;�� I ,--A-] I , ". _E I (S L 40 CC ::, SEC�HC. 7.1"X3.. ATTACHED TO NSURES=POP AlICHORIlIGE THIS SHUTTR SHALL III BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 4__,__ - ,,�, 493 ! : ; . i i � ; . � - 3�75- 01�_ , :�Q,v I S. 2,000. I- 1 1.5007 1 1 I ,_ .1 I I I �l � ,-I - �;-_ - __ __i___ _L_ --i -_ _ ______ - i 11 =- M I' ELD `�--�� ----,�,-:�,, , I I ­ - - ­ I ..... I "­­.'', __L_F­,_­_­-r_, UOIUDINGS� _ - __J_ - __ 5 fIOLIS TO BE ASTM A-M? GALVANIZED SrEEI� ON AISI .304 SEWF1 SIAJNLM STEEL WITH .% 6,d WNIWU �r -,�, , " L . 2.12 � aill 9W L SIM - i " , I -_ - _ , --- - 111, _i , Ll I § .= STREW H 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 87-8 7WAUIGR 12'-4*, AS PER SECTIONS 6, 9. 9 & 10 AND ALTERNATIVES ETW, � - - , , . f I T - R a 375- � OEY I 1 ; I , " I � __ -'- - - 7_ __ I 1 1 CC 0 , .��__ � rM3 i I AL, GONE I � T_ IV - -1 1, -, -i -i- — I I t 9W & ON ON SHEETS 5. 6 A 12 RESPECTIVELY: SHALL AWE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR ,�650 ----Z�— - � 5, i j!2§�E: i - L L ­'i T I I I 1 I � 1 I ED i = S � TENANIT SOCURE PANELS WTTh APPLICABLE REINFORCEMENT CUTTING PERIODS OF HIURRICANE WARNING /,e , , � �= .-I [ I I � i ; . I [ i 7 ANCHORS TO WALL SHALL BE AS l`CUO*S- / Nl"� - - - __I I - , II I.. L � I I I I , L I ; I � I � L, ,�' !_ "-- _L 1 ___ I i I I I . I ! I I - (A) �0_090_V_IVAYP�t�WQWE is THE INSTALLARON CONTPACTON IS 10 SM,ICAULk ALL 94VMR COMPONENT EDGE, WH04 REMAIN 114 CONTINUOUS C'LNFACT I 0, -, "' - � 77 / j;,� ­ -1 ­1­5� M-1 I— "I .11. ­_ --I.Wo' ­ I ­t � I I I . � 1 ; I 1 1 1 ! 1 . i 0 I I I i l f ' 1 1 , � * , . ,5w-, 1 � - 11 M I, - � :!Oi - - I / ,� I I I I ! I - I 0 TAPCON ANCHO AS MANU NCTUROD 3� ?.TW GUILDEX. WE (M- C-3192 "i) THE BUILDING TO PQTVCNT WINDI INTRUSION L. k IV, � -1 _:W�, 1 I __ 1 /4' A , 1/8" CALK-1,11"Al-CHOPS, AS MAHU'ACTURE'� By IEWALT INC (". I'F-.. P..,.) ISOMETRIC VIEW, DMIL A 'J/ T.--2.00* - ,W. _ ! � , " , I I i L I i I - __ L I I i ' - .,. . 3/4, SOUG-Sr ANC�IORS AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY GO 12� STORM PANEL INSTALLATION SHALL COMPLY WMN SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ZONING REGULATTONS ROUNDED CORNER 0 ENDS OF PANEL'S O. II @, @ -1 ___ 1i__1___ __1___111 I I I - - � PROVOEV BY THE JURISDICTION WHERE PERMIT IS APPLIED TO 0 1 i i -i- I/ R. &- (R I I -I , , a ­ ­ - ­ 0 �k [ 9 - I j-- L - - I - 1 ll,40.. F.-30% P.. I.) END UP III KOAMED EOGE- I L� I� ! I 1 � I - #14-10 PANELMIATEFFEMALE 10 & PANTELMA7, PLUS ANCHORS. AS MANUFACTURED VY ELCO CONSTRUCTION PRODUCTS I 3, (0) THIS PRODUCT [EVILUATION DOCUMENT (P E O.) PREPARED By THIS ENGINEER IS GENERIC AND cars NOT PROVIDE INFORMATION (N,T,S) (�) !h!_ffA= (�) *ULAEAW (�) ANGLE (4 ANGLE WITH STUD @ ANGLE WM 04 -(�)tl,j)-1,4y, kV.F, r MAX ' (Wil F-3350 P...) RMRSE STUD _� __3 FOR A SITE SPEOFIG, PROJECT, � * WHERE THE SITE COMMONS DEVIATE FROM 714E P ED - I: MAX - 1/4"O cV TAP-CRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPURAWN V-3600 P,�J) I ____ - __I LARAS " 'AN. �1/4, 2/4, 3/4, 4/4, 5/5� 7/5, - MIN - &I) MINIMUM EMBEDMENT Of TAMON ANC40RS �NTO POURED CONCRETE SHALL BE $ ,�/O': 2' ION PANEH,AAW FELAKE (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND OViTA"AWN INGLOONK; LIFE SAFE. OF THIS FRMUCT I , GET DET, W/10, 21V/10� 31W/10� 4W/10� � 6/5 BASED ON THIS PED PROVIDED HC15HE DOES W DEVIATE FROM THE CONOUTOOS DETAILED ON THIS DcCUMEW I — = - F__l III I & 2/14 P-144" �374* � iW/10, ISW/11 & 7W/1 I ID AM PANDUAILTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SNFETY AT SITE 19 THE CONTRACTOR'S RESPONSIS111W 4 ---. - r Top EDGE .1 W 7­ 006' �_, -a", -n.750* -- I i T F- � i '31 I � . ; '__� -'-' PANEL __ os ' - I 15 1/.-�20. W. sools ! _-, ANCHORS FOR CONCRETE SEE SCHEDULE ON SRDETS 8 & ll� f ' - _____ - I �' --- ____ i_ * I I -_ - - :-t S Stull RA-M To FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 ANGLE 0 12 1/2' 0 -20 SCREWS USED SHAU_ BE 1 1/2' LONG MINIMUM SHOULD 5GMCO DIMI, ! i . - 75 1. - , 4 . � -_ - NO I� VINIMVM FOR WALLS WITH NO "TUCCO. AND MAY RE HEADED SCREWS OR ALI THREADED SCREWS W/o HEAD, HH) SITE SPIB:riC PROJECTS SHALL Lw- PREPARED ON A FLORT� RIEGISTET i 0 r- -IR : -,--. : ____ - . , -, - , _,__ __ &7) CAUK-IN & SOUD-Sr, ANCHORS SHALL BE EMBEDDED 7 S' KrO THE POURED MAC � ­ 'L _J I i _�, i i __ __ I RETE NOEMOEDMEN) INTO It) THIS PRODUCT! EVALUATION DOCUMENT Will BE CONSIDERED NVALO IF MODIFIED. i I I- . ______1 -_ - ' , . STUCCO SHALL OF PERMiTT95- 1/4' 0 1.407*i, �� / j T - � V _41*,45 I . ,40 '62S.-I --- �_ LJ_ I -_ " 4! RED ENGINCER OR ARCHITECT WHICH WILL BECOME Hit � I - I— -19 � rf, ? )` 1.571, i W 1,01. \ I I __�M - I_, . L343* 9.46 90 WITS "K NUTS ENGINEER OF RECORD (E,QA.3 FOR THE PROJECT AND WIM WILL BE RESPONSIBLE FOR THE : . I_ ­ - - - 0 - , � : - . E I R L 4 . - I i 760 IT Q=1 __r�_ L_JI__.1 a. L I- ­­­­_­r D PROP" USE OF THE fl� 0. ENGINEER Of RECORD. ACHNG AS A OELEG P U �; S . I A-13 IN CIISE THAT PRECAST SIM, FRECA.7 CONCKT, PT V StTUCCO OR WOW BOARDS BE FOUND ON TIW� PEO� ENGTNEER� SHALL SUBMIT TO THIS LACTFR THE SITE SPECIFIC DR ATED ENGINEER TO THE - � � .. . ___AT ,2r� r . 1015 PANEU (1) A 9 ELEVATION , AVONGS FOR R"CW� � , 4% 'ib � I I A� ON - _ _F��____4 U �A EXISTING WALL OR ,FLOOR, ANC.CRS SHAU_ Of. I-' T�P& 4 EVERY PANEL OVERLAP - J - - MVT- ANO THE MAIN STRUCTURE aFyNa suCH HALL i I - ASK. W, I—-- ) __ 2 . _ _ � __ -084* WLS. PANELS ANCHORAGE $KAU RE AS ,TONED IN A 1) MO IN A.2) HIT THIS PTO, S SEAT THE DATE AND ORIGINAL SEA AND SGft*1URE OF ME PROFESSIONAL : �Dao (a) LnMilf_,;��QQ6 ENGINEER OF RECORD IHAI PREPARED IT I - e-.,\ KEY HOLE WASHER �k�� ".) 10- . _%U_A5A_C_ 7.OW ka) _1� __99L .- 1/4' V lAPQ*N ANCHORS AS WhUFACIURED BY I I * StALOPX, INC 14. S'N'RER MANUFACTURER'S LABEL SKAILL HE LOCATED ON 4 READILY VISIBLE LOCATION AT STORM /_ I/4" UP.. GAP PANEL SHUTTER IN ACCORDANCE WITH SECTION 1109.1-3 OF flaRI BUILDING CODE, ONE LABEL I ,�- 1063: (9 UIC *E' TRA" T SALPLAM 2'ar L I - 1/4' 1 � 7/8' CA.-N ANCHORS. AS MANUFACTIMED ITT DEWALT INC (NAN. f'-15DO P-) SHALL BE PLACED FOR EVERY OPENINC� LABELING tj COMPLY WITH SECTION 1709,9-2 OF THE 1 Oxas. rrut.) .... ­OB4 r------ UD ATH STU 6ft OVERLAP -1 - I A � L- _' I '-,\ , LWHW VAUAYJ /4'o � 3JA' souo-srr ANCHORS, As DIEvUBUTED BY ALL Pow SCREW, SOL, & spEcALry co, I - �, . 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OR ;MMUM I ly , 1/2' O.CU ; �,� 0 CHOR& . -D. � I � 1. ,04 �) Z .O� CONCRETE ANCHORS ,,, 15 .11 CONORM ANCHORS ,-�, 1-11, -111� =ML.I.M MM1.11111.U.: 1) , SHEETS 8 THROUG. 9) : O�� � , : , IN T tW , Vx - ISM SQ=Lu DR— ,�,, �� N4�1.145VCI I �l; - "a. -ANA . , L__ I 1-t ' - , J FEMALE To MO AN ­* 40- i 1 �j " � � 1/4- WA, Go, PUAS on OF TAP W& - .1 . - - - ' . L_S�: '91� ii EDAlk 11 .... ,'���'-,,,�� I I I i -1 �'�� �'- - ­ - I' -1 , CONCRETE ANCHORS I 111� W= -1-0�- 1AM"r-1, � � I LE :4 1 " \ - - (SCE SCHEDULE OP - -, (�) J L___t t I 50D 1 , , ( ON � ., ­­gqp� L /4� __-' -�20WZ/4' S.S. BOLT , 1 2.67* S SHVICTS 6 ITHROUGH 9) I � I L_r I "*. � I i . __L , -1 WHOLE VALLEY) qagaa, -_ 2 � 11 Mill ALTERNATE BUI ri 00 MQUNTIN9 , WA" too (p.m.) BUILD QUT Nnrl : �4 7;� ­11 �,� ; (MIN. OVETIAP M a- -Mowffw MpliNT , - " I _2Z'4 _\,-iD / '- ' '- <t) . S I � W/ 27/9 "" SrCTM,; 'J " I_IIA, : � , 1:7=7i 1�21/f;�WINO NUT i �� UGIR? W.0m -4 I _oAA. "A"a &A" 111,00- I I - I I *I ! OTINCI ANO-M � SCALE 3/8- I' SCALE 3/8-1- SCALE 3're- I - SCALE 3". I- 09.4 WMI ; Waimuir ON _­r__X_2_*__�­,�_­_� �� SCALE 3/8. 4 URENW ... .. SL7/7-1- N,_4 1_i�/ _=y1=""`* 2) I It - a) ,-'- L - " - I- _ - _­ _'__­__ AT DRITE .. "Aaar" I CONCRETE ANCHORS /., MALA. T - C =NG I ED. - EDGE OISTANCE _WPIPPPPA� _17STUD (SM SDSLOULE ON - (M SCREGI ON i a 0 ! ED. - EWE DISTANCE mwry a AV I' WIDE . VARRS . 1,1:- - I - I ; ( I'll 0, -0 I SHEET 9) i I M%m 1 __01 it SEE SCHEOUL ON (SEE SCHEDULE ON I L ' ,� Lielm SHIMID 9) - ,Q� A -A (LU.) U) ­ - 4 - _. TRICK kUW, TUBE 09 I' A , I - OW On usim ON . =TKN - , J'F I � , _-EXISTING STUCCO/ P I WOOD PLATE SPACER If - - SHEETS a & S) I—- 3/16-1- , ____!!� V BLD, � OR -I' _i SHEETS 8 9) , I - _19= C= OR M - ll� SCALIE 3/n, - , Ficaum I TO I 6 � " WOOD BAND �,/ L : - (-D caln, REOI*o " M � i � - , I I a NEW I' WIDE . VARMS , 1/8' , " I =IONS ATUOUTITED All 11-1-- i-II—L I � i I I i ALUI TUBE OR I*. VARIES I , ,� : _ I "I'll, M I , AV& Win MR =SINbWS_M_%0Dn I = : PJL WOW PLATE SPACER , I TOP & BOTTOM MOUNTINICS CAN BE "I'll, I'll - U-An _­_ NEW110 " i - EVET, SRO R BEHIND INACK �� I I 1%�A DIC, ;� 9 '0,0110"I'llf TOP A, 90TIOM MOUNTINCS CAN BE 6 - I COMBINED IN ANY WAY TO SUIT ANY C%yp.�N) � Lf, ,,- .,. * � COMI ANCIIDRS :"/, :fm,p - .tA111, ANY . is" S _� ON 11, INSTALLATION. i _ COMSMED IN ANY WAY TO SUIT � , WALE 3/8-i- I I - �' 11-1 SCIU_Xhl;�o W L,r-V�W­. , i SHEM%%UOH 4 1 ' K C-C - � 50, & INSTALLATIM I '' I lik".1-1 ff ­9 ­% , , C r t . 'r , <1*1.- 1 ICJ ,ecj�V, A Tiji ii,_,k___111L__ 11 I _*�..._ ... I... I - - = -, ,, i " ,,�,', _0 t __ _ -0 �: .. - .­­. " - C_ � �,�"\�­ -� , '. OcEkV. I i " ��17% . - !Illi M , '3,:"`._,�,�__ I � L I P ­11 'Lt, 1* - (High Veloe!� JIM cone zono)l .- C FLORIDA BUILDING CODE Lfth Velocity Nu cone Z..0)l - \'�i m I a III ,lAlcal ,0_ It V. . ,.- C - - ,,, �, FLORIDA BUILDING CODE . . 'lly '.. . . 1-5-Na Poug ,�� , A Aii - F -1 I " - - _E'D_ __ - "N"' ) 1. - PPP,lP'_ ,-= M -9-:iig t.. � i I- � I _�� � i 11 \ 0 7-, I' 11 11 111_.�, J_\ - I I I I " I __ * I , 4 , , , , M, - - ", . I rw, -, " , " F I Qlact- , - � � - , ,� ,_,� , I11 - ,,, - , = , 11 , I , _____ 7 , I , ­ I I ` - I I � ` I - � - I I - _ -I im � .1I I- l - 1-Z ILL , ­ , �h"'!1111 t 7-i'll: l"'l I _,", """. I I I I I 'I I I , WING CODE (Ifigh V61001ty HU"ICand Zone) _QoI4OBTTANPTot$_­­ CONCRETE 11 I I . - 1-1111-1-- �', FLORIDA Out aG Na . IMP)_ ; EXISTING POURED, '' Z_ � - . -_ *: __ ,=� , V=X * .� --V-, PP. .. . � NJFU� "IC, -./ �, I _ 1 .1, - 16-1 . 0, 'M 10 % ) < CONCRETE � �� :�___ .1 .44 -1, -- (PIE 1 3112� � CONCRETE BLOCK I I . 0=0 %=� 0K, 20 GAGE GALVANIZED STEEL STORM PANEL __ % 20 GAGE GALVANIZED STEEL STORM PANEL 0 "I" RE:WRED- - PD-_ __4; - . = -M 111,TM, W. 20 GAGE GALVANIZED STEEL STORM PANEL I.P., 0, M­ REOUTRED. I:` tw_.Nl Hoal`� "" I . W-_­-­"_1­ . : , = 2 �* No44167 *- s BRANN or -_ : No44167 % RA" ft. . * . of." . = Z vwmm mvim ,,_; B :*f S�M�= = *' _: - — = * `� - - I ED. - CDOE DISTANCE = *: ;5� __; . �= �__. - - .. - * "" ­ . -_ - - 5 OF, ' %,'. EO ­ - - -:N CLOBAL PROTECTION PRODUCTS, ILLC. II �e ? S ,�.. s 1:,,-!��, .. 1:r -�! *. ,I,- ­­­ 11 SHEET 9) . _ ;;-,\ SHEETS e I.ROJO. 9) ` - � 'Pl. 11 __ — __ - --fiD", +77!�___�:`�> CLOBAL PROTECTION PROOUl (SEE SCHEDU F oil TOP & BOTTOM MOLINTINGS CA Tsm sclemu ON = -a'. T, " — OLOBAL PROTECTION PRODUCTS. U.C. X� � I - ; rc - LLC ,�'" �r � - �_- - / .. . Mo. \ . .nl ­ COMBINED IN AW WAY TO SUIT "' _. '0* �.. - /TL - / IILIEC01117� BY - - A= S.W, 5 SOW - ___ - Al - 'I :A- ] -Z-0-40I 11LIECO. Z COUNG AWL MAX, S.. 5I STAGE! QUAIL FOR ., .9 - COWI ~ Srx 51 .Tft INSTALLATION. - �W-� tl��,.Vr A gtW=gorry ZJX,R�KUM �r ROMM MM im . A WI Fl- 1z,,I -III st, - �� MA"14 Fl. 31". __ Na . ENGIKV�N - FIL W31 ,� _ IN � / � TAUT TESTING & VNIINED"D COWANY PMONC D,,.1 O"W - __ ,7 20- I 76 - 20-176 a AWACEE TO, = / I&X­�. `__ Oie,l--,,,Y I P"M (954)68I F0, Floi" - .. - .LkrI - 1. &P, W.W-' W4)NI FAX (eH)WT­M1 - I a - —1-01 �. Ar " - _11.. _ ;�� *pTuic/lArt W - ,:= '1111;117C , offe CA-0001010 ; - -%,CAL - - _,01. . --V.01., I , - L .;- W", �, 57P < . � Z - ago --pall-'. SCALE 1/8-1 _IN OftPONO .; 4sk __J DIM'I'IN; Al. 10 U,�B�*.'k�IlEqlln - C,40GI DANIKKI W _J �E_ OK-MO719 � onamr/oATE WICTER A. P ,,, Ps. ­10"NiOP SEAL it4c P", Le# -I — WALTER - 110-W 44�1 VP f .AIRR I 1111, �_ F.0 . I - P I . I - I - I# Hill __ W Ilt I _ 500, U_ 4 WiftlTo .21 a- - DglR& W,, 9 40E - - ZMI W" 1 OM21 2117 1 1 __ ______ - ___ - I I . I SHEET NO. SH 1.0 WS'.91roS 11 3A4 �SIM ONCtflE FFIO,M6 So SCHEWLE ON SHOUTS A 0) E . Ik Y �`w ) I r / { J 2' 1 l EDGE RAP ss#sue`- e 4`nC I I E1AR M E1tK> TAfr4TT zI5 S.cFx, I I I I WA LL AND FLOOR MOUNTI,NQ INSTALLATION EOR F'�D a SPLIT PANELS °F35° g° ' _. 9,E �E 9C®ALa 1 � - sMATaeG t t Will. Rats {- j YJ4•rl/+'rD-a' _ 3`aE'«'J{'.N-a• { 9 A.... s c.,' - iwa'_. t �-m.a, t, (Tm LOP i eollvMz Y1• trm. tm a umteN) s. ! ...,; . i._ ,.i..:.:-s,,-_ __._.....1 .,_.�.,.� . =• v� Af _..42) W"UPCM, ItL }- ,' I �. _'f.. Lr.x. RLaDax W/ 2 iJ+• � ' Nw. ((j aoo T4Pr�N � 1 .4 PO[TRorott rJ+a4 At. a) 1 -1•- �1 II .� -_ {•_.r_-... (� a[I,CR[K aR QWI �' k'. 61ROIX W(2 11{• I I } � •�,: W ED. % /RNtp M.00c �' ,p;MD RIaR 4AA"F/t _� -. . i_�� i 3 _f.... tit 1 ' If I -IT SC.T4"A 1" L OAl£ 1 4"sT IDETAIL I MMLP Omit,'-{1' iMrr. PANEL W PE RATRM pt3., -TSL• As.l, 1# >oen, 4 S k to YF�r ••-- SCALE t/4'-I' Ow It LML = MULLION SCHEDULE ILLIMMS 1.1 A. SIRCI 4 0 114R1 Ti&W &At Wt 00Tm 6 TAPE. - YET/45:a•-a• - N,x+a AATRF (TES A:LDvi (ia iCei k aDTTaO Mox. NULUDN REQUIRED Mtn. SPAT{ (Ft) ` TUBE MULLION -1 ` 2' . S x I/B' > V-6' T4 S,-e` 2' x 4` x 1/e- TO a<14" 2'x5'x IJB`, Yx b"r t b' > W-1D' m W-01 2' x 6' x I/B- ' � V NOR A,S.D. DES9G,N PRESSURE RATEHO PAMILEL TO STORM PAtJEI'S ILEaGiN. SECTION T ORIEKIM SCALE 3/8-1• NOTE: MULLION CAN AM R7 INSTALLED W/o STORM PANELS ON TOP OR BOTTOM SO THAT IT IS LOCATED AT TOP OR TIOMM OF OPENING. (ON[ PANEL OPENING WJ TUBE TOP & BOTTOM) -, T77 Urt xlu_I a4vAk.<T Ar Rds aweeTi 1,m4NIT Pole. - t I II �I 1 I a'{,n I t 1 NTT N F � f � i ti I ( RI i 3Et TION v-v WHALE -- M WM SPIN •. DRE vuuuc+ 7 a W SPLIT CAL E t' '-L ATlf3 ! Ay SJe1' INSTAL.tATION DETAI15 FOR REGULAR PANELS & (A INTO EXISTING- WOOD STRUCTURES _ _ I IY ,4a TeETR,➢ - - 1 i (M,01WR _ �;,i (IpRI-ro M3Y.1 _ _ __ _ _ ? N Va OLEO! at . Y a�Talua ./ mM rax ITan NR ww {run I.I ., �pha/1/I• W asaae. W !• Ra // t. , F^. NPR • r ac. ' K1" ' i {y. SY.. to 9nW 1 a 4 SN f •••'• :: ,w OOiRNF V e46 Ifi,�R. �tan+F Fa[FRR� N t To GM9C..1NgA ,LEER- -� .:. _ {'.x•xVr lNt*1 :ERR-Te x��Ja R', wm AO•,. .' :. h W iWM1 is �MRa M wN 3c a I'. 1 S, TR4na1 ox T 1, +aF Lxanla ww 1 /a r 1 ' r; M' TU,. S� RCR. 9t , T , r. Jr I# Y AY . I II I � Tmo w ,T,T,n • f+' aC KAWp 9law.. • N 1r ac I I , r ' +d 24ad{� i I It500 d C teNSle raum R ^�-.,ram k Ito SF4PIIId I 1 - { F� ` SIR '" "� 4 � m"a� ' � 1�-� Pt 5 I � INU Ml(yjj„ 3i0UNTtNG ALLATION - ALTMATIYE 3Wrmn i � ,� • j I $ Au = r a i `I" ,_•- -; SCALE. 1/4' - I•It P + ,n ac 4 BUILD --OUT ,MOUNTING IRMLLATION ; ALTERNATIVE I A 4 11 An n4rlaOi _..,_. SE'ALE. f 4" - 1' iI A4 {WAI9R! V ai/JE - .----- CEILING FOR MOUNTING WALL MOUNTING WALLMOUNTING INSTALLATION - ALTERNATIVE 1W INSTALLATIONS - ALTERNATIVE (SECTION AT TOP IS UNITED 70 +55.5-67.0 MAX. SCAE: 1/4' - I' (SECTION INSTAU - �LTERNATiYE gyy A.S.D. N RATING DESIGN PRESSURE ) SCALE: 1/4• - 1' SCALE: 1/4- - 1' rir Harm AEC% aan6-Ir9.OrT xa PIaPI 4+P9r9 > _ - n/nRalmT rw TxisTA{x real. ♦a♦,O�{it1Lpk. b FLQ0 MOUNTING INSTALLATION - SECTION LAIN t. rNSTALLAi10N5 ARE ONLY VALID FOR BUILDINGS WITH A.S,D. DESIGN LOADS �`' -': • -"'' UP TO +55.5• -72,0 P.9.t. AND PANEL'S LENGTH UP TO 8'-8": - ,�'�Qr•' �}CENxv ",,',Q FLORIDA BUILDING CODE High Velocity Hurrtcan. Zona) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO DE SOUTHERN PINE NO. 2, Wj SPECIFIC DENSITY OF 0.55 OR EOUAazGaa EQUAL- No. 4167 : s e E a. RC, 20 GAGE GALVANIZED STEEL STORM PANEL r * C/��� DR- er: ��i NDT� TOR CDMeit _Si LT"r+orv�: ; ,a . ST oft �+�_�. GLOBAL PROTECTION PRODUCTS. LLC. :1i 1IMe. TOP & BOTTOM MOUNTINGS CAN BE 4600 aW. 5T s7�T '•*''. F P / '. G .. C RID T,LLC nsn.Ra k O1F9M� AWE. h =14 'A{t` '^ 20- 7 76 COMBINED IN ANY WAY TO SUIT ANY ... y {j CS a 5"!D 61, .s xw TVA. M. N. m 1FNa{{{ 4.Aoaa n mFE PIOrA:. (954Raro-n{s, Fia: iauir-as9i w.» 4>s-tan m-twt , Lami ra : mw1 INSTALLATION. Are AL TE ThFIF _ rA»alTOAr19 W'XnV & TUR v.E va:nM x - - . NNiLASOFY .k., 4.. e7 _ iaSi A.S.Q. Mighl !�AYIM PRESSURE RONG s #t) AN12 08RESE01 M P N L tENM o U LE (VALD ONLY EGIS FANIBsa & ItSmuLTam AS m BECKONS T TNRU 10, ON SHEET6 4, 5 & k) • MUM Wj Tj!`IT-2NI_ SS V.S. k WINNC'41F AT OVERLAP A AL AENCRT OF PA4€'e.... INTO EXi T N9 ON RFT NCRETE 8L4CK STRUCTURES (VAUD ONLY FOR PANELS 1@& 0 INSTALLATIOONS. AS PER SECTIONS I THRU 7. ON SHEETS 4 & 6)M"XAKE 10 Au'f17F +♦'ti'Tg' 11EN :"9 ww3�: s FLORIDA BUILDING CODE (High Velocity Hurrlcons Zann _ No. 4167 3 YFT Ar 20 GAGE GALVANIZED STEEL STORY PANEL rD ST Oi " 'Q - GLOBAL PROTECTION PRODUCTS{ LLC. j/p - O "a'A''�a are !• %i TLLMT TCSTB{4 I - NT:. Sf1SEi +AaiDIN€€RING 6{41E. R SLIM - L-n •. ... •, ♦� k DDNPANY Fa{" 0 c'(� ♦ TA NP. t i , {T:txwx S{,ARtn A Mtn F (lts+)tR9-r645. rAt {ea4j®S-a74) $,AlAIlN4 r{ Fw:. �GA^-oamn, 20- S %6 , Dmi .:w,-,uY M 14 04 j,. E _ 4bslw W,q WILLRW A TSAR ar., P,E. 4{0 tr,icT a aRMVBx1 Na &WIT 0 Df 2R NFWIMTJM ALB DESI,N NAYRNG LEST.) e,d.... LENQT'w - T�� IS£O � COONS) A - Or 7i8(AI a55A, =73A T'-7" OR LESS i1NiBaLTFy' i s 1HRU 9 k 7 ?3'-5• TO C-6` NOx. . 3/<' UN(iQ},SED , 1 7rSa! 9 k 7 r55.0, -73.G 56'-8' TO tt'-2' Mar.. _' i(2' ' �� I 6 s+3.8, -4E.a 12'-4` OR 1E56 3 ff2' RDATTED A T 9, 9 k 1D ANA%NNUM AB.O: OEBttR: PRESSURE MT9G (PM 1) {NA0111)M FNDIGR6 SPA£VNO FOR E9. - 3 i/Y " & {dVt48JM PANEL ANY TIO51 � LENGM 1' {±L) ` :n n,TT.T TRPCON CF ±rSa'»GRIP G118_IX PANEWAIE FA{N.E 4 P f,ELNTE PLUS m FE cDReAETE m DrA�et1E i r � 10 eoRrerF.TE m GDNEPENe m iro LblICRLTC $' xA N/A NA d R^ NA f a' N% e' A F4d SEE SHEETS TD a tT MR AK 5�i TYPE k vAC14D FOR NRSiAiATNiNs Nno WOOD FR/441E MiFNIN1 ANCFGA SPAONN� ANa Y14NUM E04 DISTANCE ME R$�F,eD ON RR5 5{SKdAE FOR E1A LESS THIN WDIOOTEO ON Sf4iE.'SIL�. R�lAg AFIDjld1 SPACING !N LRA1�LYrNa SPACING SHOWN ON SCxPJY� $Y ;rE FatDRwc FACTORS, FAT TR55 aPERUION ro Is PDRgLE A TxtFralxN G®FtN'I® FUTTdF S,ULi. NOT RE �4 THAN MINONI9A SF ACWD IXLACAIED F,%N EACH ANCHOR TYPE AT ANCHORS !F#N'J. FEIC71511 7'QE , 1J4•. _ i/41 1JA*. Fd4S 1/<Y �..p ids+ INI)IONTW SPNWNR (�:} 5 3 O 3 2 ^/2 A �'RNwbMi{tNa rnRtrN (I.I 3 # S 3 3 5 xdi a,LOa) ,LLWNP $n*{Axt ] 5 9TJt >t/t lxya. 1fA1R.IELL � BROMDFJ FWO®R {.ao As - 1 1/4' NA. r 5/6' 1" SIUSS BLT_-sWaG W/ FOR 2m2"s MB,. a ,AN INSTALLAIM DETAILS FOR REGULAR PANELS CJ7 A tt ...C. FANEL cP 6 t/r D:e. PAMEL INTO EXISTING WOOD STRUCTURES NGTHSi5 0 -e. A ... . ` FOR LAVE Ci AU 1 6 -6` as 01s-Ta _ ... T NEL 12 ll ATE fEMN,E ID O1 PA ART. TH PINS a _ I(_ /2 ,j2' O. E HE 1 1/2' Irv,. I.ENCINS - REACED PF3[E7FATpN T6 HEADER FQIX ALL LET�'itF LW a' --a` Mal_ / •T via W a• D W 1 i L { 1 YI m Eri5,V5"a YYDOG TNEN%rt t T t a k, i f r1r I 1 I t t 4q yyYI 4 r•5• RYI, r 1 t i as "W 7 x5 • tYtli4 aa� `I �. � , � ! I , T f' { I �! �1 1 Nei , {{ i. f- En , E i i I N 1 I I" l: 13 rI EQ + it - 1 ED` ER s :1. rot N j NEVDrA I a 1TXNLNk'a 1 l� - i,Wa?rF I F 1 vrADLR. qT I j} I F:Dttk RrAOTFN I YMa HOW y^; - Imaww I ALTERN A31'(YE" 1 WSEE 1 3` faN 9FI$T I ^^ FOR MSEPARATITI,EVERY TO MASS I a N 3 i..xt R MIT,AE DN SHEESEPARATION - FOR IIW,. SFa•ARAtIW1 TO fiLA4S. t i T1M1x5 . EMD NUUff a T{IP I Q Ell I Ly , t i f E4 EQ i i 1 I ` i - _- JR EQ ,. { Ea :; TO 11-- ED EOpw� Toy - �I �ti i JI L-{• wa-J {j MsEp 1 4' IA. x $ e' LOW OMSS RUSWtW J d Wj tj4'r-zEM S.S 0 a 1/4' OC 4-•-T/x'k- <• 5g 91XT3 W y.y/yy WANES q�a 4 O,E Noap PTAT[ %k aoueEo il'; P T a • FDA PAa2. LflRm{5 lM TO .Q. Dau.. TO a* OR D,C FOR 1.EA@TTK LP TO I. Mar. Y44•`PLA1E OR la.L @. I PAPlp.MATE PUE //00 WON t RE"m ! I ( �" _._ /{! LAR ST'RfYES a 0' a C T _._'r , Jz R CREWS a P a Re (o jj)] AI_ R A TF N�. TiYE 3W ALTF.EINATIYE tW 1/'4` Asa T{NRrA9Eb PENk`IR.ARON At MIDWRYFH fJF ENJ6Ttl+a WOPD PLATE Ftlfi ! Au LENGTH$ LP TO W-e' Ntn 3 x1k' aAAYE 4r 4DYIsnN a PtATT, R DU-RE9 gCA,,E' g/R-t•. SCALE 3/R.-1- i �S III DIRECT NOTE SHUTTER TRIM NOT SHOWNSCLAAr !NATIVE 6W SCALE 3/1 1' bt{TiI3fIATiYI`7'�' SCN.E SJH=+' NOUS AA4{YFOSNMtNdMrNF I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S& DESIGN LOADS ♦� \.!`` :N • `,;. ' E 'E UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B` 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF D,55 OR EQUAL ?µ;' - - , �. O = _ ND. --... ea�a "'�°°''' FLORIDA BUILDING CODE (High Valoc(T Hurrlc+sne 20 GAGE GALVANIZED STEEL STORM PANELCNINK Zone �,. 0 NATION OF SECT*ANS: Z *E:� ST Of`> j 111L„ GLOBAL PROTECTION PRODUCTS, LLC. <&w S-W. 5t STRUT DA`' TOP & BOTTtlM MOUNTINGS CAN BE ., TLLUT rEenRa atmiDi Na CDMPRTNY mw. n_ =11 COMBINED IN ANY WAY TO SUIT ANY ,c +r t�S* ♦+` IAjA $I A Nan xa. a, mt. P>A -umr okOitM. A nlq �N nt_,Rn.r« ism -tail 1"O (esx}aq_ss+s, rAR: (vsa}wP-RJ9i axr >w�. wr e..w xexw ,t +w 20-176 DRxWAC Its. INSTALN-A'DON... _ L , tNFI 101NYY :.E SEALfSIDNA NA. .as•:. P.E. t iT-t + - - , M 20 SMING SCHEDULE FOR REGULAR RM EANELS CIA I INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES 1 I NS - PER 1 THRU 10 Olt # 5 & 6 (VALID ONLY FOR PANELS (�& �J NSTAU,AtiO AS BECKONS SHEETS , ) Ammkows F•/ha aft♦♦'{4,�+:, � w'x � FLORIDA U. h r L4 IOA BUILDING CODE HI VRID01 Hu rlDann Zane ;a' NO. " 4167 ote2D A EW, s. 20 GAGE GALVANIZED STEEL STORY PANEL y * : ORION IX -/ f GLOBAL PROTECTION PRODUCTS, I.I.C. � npi''�'�i 'i�'C\' •"4 Ite�,' ^J y� i{ i%Lli iWi'RIe k INDNi FMQ x&la iM. 51 SFFB:Q tfi6 CONP4NY L 33314 ,••,•AA. ��. !!! � sTn 8. a R4, wow Psa. W. M1 wtY ,41dNE (45+�1F-LINE, FAT: (1194)aE9-aKT 20-776 (, -� AAAF4FFII rtR.. Cnn ON_Hn «. i,-tvl 4n r ,o;.w Owww. 4a CfiAWOYG OU E�SEAL/SIOrMTUREA9i:TL WALIER AOWa7tdr. P.E.. . 4m NT-Tf4 A. � ONCE! P OF � NN14LxlM MAI(OAt%If.. SPICING /Txi E.D. +..? t/2` «. -..._ AS-D. DESON TPpEON t'F TAP-£R& TEN P1NEeMkTi FEs1AE:E @ PAtkiMAlE PADS '-. YQUD SE'I ---.-... �tE n' � F k ' MAXIMUM PAWL pR6BURE wYnNc (p.4 d.} �, QaNa LIE eIOCK Tos:� CONCRETE BLOCI TD GONaRETE caNcroRxrE tYSiGK T4 WnORErE40�1sEIE � RLM.M Ta cnP«:RErE -.•-...-. sar �LrE [I,DEAt ro CONCRETE wwc4r�T€ BLOCK ANY ESN aF�F ENuil LENDIiI 1' R.. ( ) 6" N/A NJA N/A 6" S N/A 6' t N/A fi" j N/A N/A N/A T (TOP) 6` A' N/A NfA B` N/A N/A 1 {BOTTOM) B' { N/A N/A F �N/A $" N/A 6' , N/A 6" NIA N/A N/A a (TOP} $` N/A N/A t NIA fr` I N/A 5" i. N/A 5' I N/A NfA N/A 2 {BOTTOM) r55.5, -72.0 6' NfA NJA Nj��N.fA OR LESS 6" q• w NjA NjA 6' N/A N/A 3 (BOTTOM) VA N/A $` N/A B" N/A 6' N/A N/A H/A T (TOP) 6" 4" NjA NfA 6' 6' 6' N/A N/A 4 & 7 (BOTTOM) N/A N/A t 1/2- 1 6 1/4- 2 � 1 1/2- 6 1 b" 2 J 6 1/4- 6 1/4' 6 1/4. b' 6 T f N/A N/A 5 (TOP/BO7TOM) 50.0, -53,3 N/A N/A 1 1/2- 6 T 2 /4 12 1/2- 6 1/4- 1 8 4 J tf-'_ - 6 < 8 1/4- 6 1/4- � N/A N/A 6 TTOPfBDiTOM) '-B' TO 9T'-3' 55.0, -T2.D FAfA N/A a' A 6 Tf Rf 6 1/4 N/A 6 4' if �. 6 4` #f 6 1/4- 8 t 4' % N/A � N/A 6 (TOP/BOTTOM) '_ �.. x6 8 TT) t1 2 NIA N/A N/A 4 NIA N/A � NfX N/A N/A 6 i'.f4' 8 F/4' S 1J6" 6 T/#" B, 9, tO (70P) 4J.B. -4B.D 8° 4" N/A N/A N/A i N/A N/A N/A 6' 6 !f4" 6 lf4` 8 (BOTTOM) OR OR LESS - fi.. q^ N/A N/A NfA N/A N/A N/A 6' S' 6 1/4" I 6 (/<" 9 (6O1TOM) 12' _4* 1isS NfA NJA N/A -I N/A N/A t N}A N/A N/A 8 I/4' 18 tJi` 6 T/b' 6 #/4' i0 (BOITON) $€€ ^75 iD, TT AND 12 F'.#i AIRO{DRS T1WE k SPACING FOR NS7#kLATTOTYs INTO WOW FRAME 8(%ADI1B. {9F4FANN ANCHOR SPACANG3 AND MMAMUM E97.`f DISTANCE ARE NDIOAIE4 Ofv TN+.ei. SCHEDULE. FOR ED. tcaS T9iNN WURATED ON SCHEDULE. REDUCE ANCHOR SPACING BY MW,TE LY,RG SPACING STNYNN DN SLT#DU[f BV 195E FOi1.pWENG FACTORS. FOR TFS� 0?EHATWN TO RE PDSStd1,C. REDUCED SPAL'NG 08TNNED USING =AdTNt Sk41. NOT � LESS THAN LE}ANN)LT SRALAtO MIOMJITED FOR EACH ANCHOR TYPE AT ATN:110F15 LEA.. TYPE 9J4"0 Tim j{I'a 151IP-DIP 4J4"R 1%4"A p 1/4'r `CHIT'-kf ,/4'W 3aU6-'#T AWRtOR S>AC9W OMi F : ti#'WEaN'fA,� Crwlot4M (Fa:) .-•- 5� .i _ 3 'r ] --. 3 1/Y 14n.T,S*# taw.alx iaNt (4♦) __ a. _«.5_5tJa a Tj•i 4 -.T sJz !i9tL11. CD. dQa[ Dg9R106i i A•C T 0 R i Tp- _ r a ,Ja' jet TO EXISTING_WO�STRUCTURES -- ' - `,%'.. i--•' TES; : 96--.i0 PANE1kAtE PLUS- 14 T B �a 4. G J f - EXIS PENEPRAGES TO EADEo I NEAG'eR EXISTING WOW WAGES ( 4 I `. - -,•" !' '.. hi PANE1wTE Pr.US L r t //. PQFETRATI4N T4 T74REAO.ED N 4 EX9571NG. WOOD HEADER r" I �. -�_ .•�. WIND REOUIP •• �T1 Ib-1 P O PAN0AN,1E LUS 7 J f f8 F+ENETRA N T THRFApEO 110 4 E%ISTRAQ WOOD HEADER < r. 3` 3. I, j r 1 I I L # 7 NUf .+aJ1r• ...:^t e MIT o �5 la J»' sRRt tM s I b -_SMi 1 nTR'Y sne k � I• OIFRI' 9110 P rMln. ' -.. LM6M STW a 1 a' d WOOD HEADER -' I a T/ C REOUiR£T :..' 1t - { r a DC WOOD HEADER ,� t I `- REQUIRED 4 T r a.c I � srE sLREaixE � SrtEEI B :. "( - arE sr,I,:,twlE aR SMELT e i I 'SEPARAT%M ( SEE se9R,DUN.c aN SrNEF e i FOR NH. j m tub Man, PANEL LENGTH i 1/4'r-2mit' S5 i (SLR NOTE 1) 5/13' WO$ NUT ._.- - i #4R ODrt. 1 FIX5 NH. SCPARA1KIi ro cleat, `, e _I ( w Dusr. ...- "-' M9x. PANEL LENGTH -_- iJ4'P-aa911' S8 ! (Sit NOTE 1) IJ4'a-�zt' S.Lc D/R• A1TA1 NUF r--.. ____ _..: , }JSY TRNp NUT Y . a ,. _}. NOx PAMEL LE16111 T (SEE NOTE T) W kYER'f tWERUnP i. 3 --Q E� P.. 6tF E SOW OF i° ! WAX, Sox _ Of MAY, 3 i I C 3 , 1R 't" ..,{ ! { ld 'ROES 3S' - {a amtt' .L_. S4 MS WJ -- NUI f6•A t x3 &GM a }y- ERR 51De ( s: • It t/a-ac E0. I TP 1'70.C. 1 ! .:; __Ol -I PeATA ''.„} 2'zt` WOOD PUTS( Ir 6^ D-C'-t'. aJYif2' D 2'44` WQOit} PLAT£ T#-10 PANELMA7"G PLUS REWNR0.3 .S _.ae f 3;1.4` WQOQ T {, R€AIRED ' T. R€LkRREB li'.. 1 7 (, {•; 6 Tf4` D,C, W/ / ` fa THREADED PENETRATxYN W !f, ',c I r i - f T. MONKI.H OF PLATE i ! _T MID WIDTH OF PLATE ) , T. Gt SCRENS 6 f LAG _ A D. BrAcaEREa W/ . o; - :, I :' :. '- j 1 'MIN si i DIRECT MOUNTING IN &I.MN THREADED PENETRATION _ AT MOWIOIH OF PLATE , - ALTERNAjIYE BWDIRECT SCALE 3/11.1' W10 NJ_ WA*, DIRECT MOMT_j WALLM SCALE 3/8-4• SCALE 3/8-9` 1, INSTALLATIONS. FOR ALTERNATIVES 8W, DW & IOW ONLY VALID FOR 1T)t BUILDINGS WITH A.S.O. DESIGN 14ADS UP 10 +43.8, -4&0 G.s,r..ANT) VO Q`OA ! a y, ♦JNO *3. PANEL'S LENGTH UP TO 12'-4• ,� L...•'•,,•., . •"M, y, 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS T0. BE SOUTHERN Pi SPECIFIC D F R UAL. N€ N0. 2" W/ EC. C EN°..4'M 0 0,55 0 EQUAL, , OEN ._.. • �. '� s FLORIDA BUILDING CODE (High Velocity urrlcone ( h H Zone UB WMRINAMON OF cFCTMS $ 410 _ : k = 0 20 GAGE GALVANIZED STEEL STORY PANEL F T TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUR Aril" = * : - '�, TE f 'y�J'p GLOBAL IL E C O 3 c_ Z PROTECTION PRODUCTS, I.I.C. EST/a/tam DA E IR'STALLATION. _ 'It Fto, . L _- ,lei'••• -i �*'�'-'} • R M � - Will .M. � S Aitl�Ox 4M Si 5T STREET FT_ Situ FL. = 20-176 !!le{!7P!tEMbt iRa at R .N....: Ta arl_I®p FEE <qat m- ml PADRE {ns47�'amei (Rs4)eeD-asos N°'. t TZ H. SGNjs(aNATVFEjmA CA-Wa61te Sat. WA. A JY tal£ t am �irArw,t sc to rtano V1-iu { - '. SHEET 14 NW 2a N U OL Q ca w O �L ja C 0 2 s� 0 O U- O •W W -� N O Co O L IL .= v/ ca. Y • r N O C rJ CV O N O !C 3 t W yws�•+ Q 4.. o c5 133 c a A T A LOLL N C E r0 T.3 L Mom-% CDNGMETL ANCHORS CONME ARCNOF4 FOR CONCRETE ANCKO"m SEE SCHO1,I A ON SHEET I.; (SEE SCHEDULE DN (SEE XH OWE ON F10, WOOD SCREW: SEE SECTION m SIw {$ ALTERNATE ALTERNATE S,BE'T 14)� 94a, 14) >:. r-'s-'•: .��) t. zeE.iwjis 1 1 8. LocAnDN 8 1 1�-`!� �! /`-{ AT EN`D°PA'N74EL' 8 1 jNSTALLATION DEIAA,I, FOROPTION A 1 FOR LIFE SAFETY ��,Rlt+l PANEL SYSTEM _r- 4 -t PAD coFGTTEFE ; _i ,• 1/4t 2/1. 24/1 3j4 OR 4/4 t, (g 1Wj15 .. _ V-0 1/2' --------yAT END PANEL tJ4. NAG SCRLWS • Nr mc. Wl .li TI Y ti .�` },25D' AN(nt i ; D INTO XI WOOD STRUCTURES .250• • -, �n I SRJOs A EVERY , I _ , 1J1 {Rx. T+IXEAOFA PEFETRA,FNt Naa t �$ I F I I I OVERLAP I I m E%1S1aiG WOPD ItFADEP POURiO CbiKRETE ! I. ! I (112 1f2. 0. C.) PANEL HOLD � -.) A , r. 0 ] i "T" f :ti: __: .- .. _ �_. � STUDS A EVERY _...._ _.�. !! 11f < r - .._.._ _....,1. �} .• '': {T f 7 a I r TQ PANEL , „, 3 SEE SCNED 4- ON F-� rSFI 8I>SLDVLE � {END PARR) QHIERIpf PAN (MFFFDW PINp.) IATERIN7 I END pANil jfT `� '7(F :. 'y { s :TAT iWmn. SEPARATION I OI FOR wad. SEPARATION ( ` j I f� I ', 1 1 ( I )1 ; F i i IJJ"�5, .. (( 1 j i I f I TO GLASS I I ( I 1 1 'iJ� ° '-� lv. -•t 1 I } 5 I _ €O� (D T/MIN/3z- 7/B'OtF'J/32- a - - I'.i NpNC NUF o EYES' R7NO kUf is EYFR/ t t I t I , I 1• (NTs1 i._.. , F I {+ I OR E V SWO a tt 1/2' G.C. 511R7 a 12 .1r D.C. I i I i. t - - - / 1 I 1 t 1J<` SEE .._ T - - -.. r .. { L SEE INTERIOR PANfi END PANEL ( ?;� (i , ! j '-INTERIOR PANEL. EM PANEL i -1_J � ED EO - I�,NplMC I/4`nT' YMONi I t. - SCHEDULE %1 SCHEDULE # A J4` SEE SEE I. Wd �EEDNU95 5J4. 41n. (CJS,f ,) W/ $RF�AN4n5 I { I CRi !A i7R B ; �REIYr.E SOHELULE ' 4 NOOq HEALER 1 1 1/8' MITT 3 ) ' ro a 9_ 1j2^ D;C. ' ,_ j( -.., { .. ._;_. I .. �_ .-1..L._ _ x. ._ .. ! [,. til \.`..J 3-.....,,,:. FOAM. FOR Idwe: s• - -% ,«._- T E� FOR ,, ._ (2 FOR �._.3• .. i RERLRrt[n r. 1 7D 41 ti )/i D.D. )` IAn. (CASE ,t + 1.- 1. i . C. _� 1 , S 1 .t, 3'.-+- IS" DEL. TJI{)„ Fy DE7. 2/N) I F.t ANCHOR ANCHOR , R (SEE p jj`-�- .t.� _ _ _ OR DIRECT MOUNT SPACING SPACING me, ANCHOR LOTS. ANCHOR I- 'Ip 9 i �~ T. _ F :� i ! ? -.. BPAQrtrO sRAw'1NG 4 I (A.TNa41TElDCATtaN { : ,_..._._..... i'_Y Ion ...� _.. ..-...... ..__._....-.SPACN1"-5` NllSPACI-°-------•�. '>1 HE sA WOOD 9+E:9R R { � •.; I � ][E � � � " � � ! � � o ,�'asETjuWALL INST CHEDULE 1) ' FN -� s�Rroo/:1s" � RswwTca O € I N k z/14) f+LnDAnroN SCALE, SILL' =9' 7" NYNc NJr o EiIIrr L� k SM a 12 1/2" O.G. I ( i6(>� DVA&"�1/1{ MAXIMUM A.S.D. DES PRESSURE RATING 73 #) AND C0RREQ � �I TERNATIVE 1 ALTERNATIVE m CONCRETE3 MAXIMUM A,S O. DESIGN PRESSURE BEING (p.s.f,S� AND -I�T11 T R Mnn�LF ONDIN _ /4bxi' IMCW E pou�n _axcaOE� I i I I�� I# � I -{ I i � I s a/1{) W I jEPONDING I UM NC i0 PACING SUS. AT C8 TOR MAXIMUM P`ll-L iNF.�ITH-�`L" SCHEDULETOY.N ` 1j4 2j4 ZV4 3j4 OR 4j4 lx 2,A �7Wj15 1, & TWjTS LAPPurAmc OAa t Ns t & oc )11s¢ i2 , a' me 5'Y>rffE1 ON S)ser I31 I 1 } AI LIFE £ LOCATION {{NO{AflF A.S:D. L7£MatN. Mat. PAYEL IflRFR+ {IUAWUT 9EPNk10N AMI6 i NEE 5c1ET I. { 4N LIFE SAFETY PANEL i,_. �E(allr,.:? % ' 7R%kLf...119' IA,.NOUNi Of%4L�,-,,4N5 TOP & BOiF'R-9jli..X3e...�,I%.._'Wxl._7.%%`.._' hr-) is aAS! :GkaeklN ON A9'£T 9< ° 1 C AREA W/NO LIFE SAFETY PANELS (P+t.T. lsa6' #1M11Dtr+7. --- FDR WF.-....-- '�,? - '. € I Cone _.,:__.._.w. L. REGULAR PANELS W/ OR -.. __... „__y" LOCATION Of , (SEE NOTE )BELOW) .. - g „_ r,.: '^ SAF£5Y PANEL MOMMUN AID.. TOWN a TAP -NIP CAA-w PARMSPoE FEMA9E 0 PINGU Are PUTS AFMI4CAB{E o $g sEPNRATrt - I L ! C}`+) Y +Sdtu -T2.a b'-a` E S/4' I M r4A56- € ) 1}1§ ." 1 L fy .. _,_ -_ W/0 REGULAR TRACKS (SEE N�O,,Ty�E i - Ds".IONN.YtaNS { k W4Wa1UM 2M ¢ OaNCRETE ANCHQ45 ,-! - . i ., ::%` :_� BELuxeN Y UIST PANEL ((Y�� TO BE MYSTAJ,.LPD AS PRESSURE Ta x wit 70 :.CORPREM TO CO To TO ,E CDHCREf£. CGNCI,ETE T NMTfoN LENGTH "i" LPG) 1 E{f (Su WHEli ON { DF LIFE SN£En' STORM PANEL OPENING SFWL M -CONCRETEDOMESTIC - .....-...,.....,.n... j A.f-I R1DCN R1ACI DLGCK FILOCTt REDtti( SEE SHEET 15. FOR ANCHICA3 TYPE k Slit Mgt Hsa'TALLtRONS MOD WOOD TWA* JARUP a, I 4 I E. SMEEi ,4, , ._.''"' { ! ) O IO R I S E OR lOWF4CaJTATE StiS'tA�WT1WN MTIX{OmH"Noff 6` NfA N/A NJA 8' fA 8' N/A 6` NjA I & 2 (TOP) E.D, LESS_ TNAN. MCAT fl ON •,PjIEDAr RWUCE,AAC :OR SPACM RY MULTIPUTNa SPnGN4 't I EOj l { EQ Cat_AM {/ 4. y TO BE INSTALLED OR REMOVED FROM, INSIDE -REDUCED - i 9 Be COW( SC ANCH DN- - •� - PANEL(J) & f of STRUCTURE 55.D. -72.4 9' 7' 5' 9' 9' D« 9` - 9` D' 1 B' 1 (BOTTOM) 5•-O' RR LESS 4NDN:t DN SGF�M[f BY DIE FUI.unYNa FACTORS, cat flNs F%tERtflDN To POS AtC- t-..`. 1 t f O ---E.D C'�'Lt kE - - PNpGiED itstANGiGR TYPE ANCFMIR3 3EL-flIO. LE45 THAN N9WWtN SPACOIO _ - I I i_) MXfia. PLATE SHEET T4) �7 TA ION 6' N/A N/A N/A 6' N/A 5" N/A 5' N/A 1 & 2 (TOP) _ WALL MOUNTING CNSTAi LOTION A6�. �J���,QOR #IQI}N�G INSiALLATtON SCALE 3 as =T` +55-0 -72.0 5'-a` to � s' / 9" 5` 9' B" 9^ 7 1f2` B` 9` B^ 9" 1 (BOTdON) -. ANCHORTYPE 'f�•°--..._'J{ _ _PAN,rYttTF` 1PNA`�L ui[ of<'+__ F_.'_ • I `t LTE. ,} FE '•• �"Ei,. TI SCAT.[; 1f6" _' ,' - SECTION 2 SCALE: SEE" '- S° T..'.4" MtP:. SNIP. C7 tl37� 7 r 1 r Fj4. B` N/A NJA. N/A 8` N/A 6' NfA. 8 NfA 1 !N 2 (TOP} .. , TtsCA7rt iz tAw-aan t^ -y» +55.Q -72:0 7 -6 TO.S -$ � DAP i B` 4' B„ 8• g• B,.... B` 8• B• , 8" i (BOTTOM) un NKaTOP RVAWrc iTrv) 1:'...A:i.-REF.,:TY_""ctI'_.PWF'.11' II3wa,�'fA7fON . : I, IeTE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) 1 (! }�` lMIPAfHITAA`r (ka) ] : .5 5 � 5 ,� __ aAAWS sTn 51 _ �)Dott. ALTERN�TI E TERNATIVE 4 0 CU OR AS AN INTERIOR PANEL.. (ANY PANEL LOCATION IN BETWEEN END PANELS). 8 ((AAi OiTERARt PANELS. g (N,TERwTE WCARDN • 71Ci P7CFOR I 3'x45 PiATE I - '^ LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADSACENT TO REGULAR PANELS SEE NDIE iD AT EVD PArKTS. SfdtE::. 2__�tCLIIQQB MOIhSt CONtMFNX:6 AT BOT70p! Ws,n ». 3 a/2_! t x �, TM�JN;t }talRFl&ED PfNkTU9Gg OR f (W/ OR W/O REGULAR TRACKS.) SEE Rat[ I) Ir LONG �5lL9ND'xf �+ r� /� p MAXIMUM AID. - (SRO • 5ja• AT. Nmf TIP OF NDA CAE F DTIO a r Wi .MAN Tat Or ANDLE) APPLICABLE TO ? tJY T j+Y-=.ZWY 5.9. NS a a' D.C. OR `v a. LIFE SAFFIY STORM PANEL cONSSTs OF OD39' GALVANIZED ST EL 5TORM PANEL AS SECTION 8-8 DEIGN - _ _ SECTIONS ;I & WXMUM PANEL p ... tm - /W - L.N)D as .. ij4's-m FNNEiwTE nxuE ID DR �TERNATIVE WOOD FRAME CONDITIONS do ANCHOR LOCATIONS PER COT SHEET 2 OF DRAWING: SCALE 3/32'-.1° PRESSURE TAPCOI! - m m TD COTA8INAT:iT LENGTH "L" YL) �S"'InInN{„P{F 3�,lz• _._..- ._ _ -- _ ._ I.fb '_ ±no -- PATMLOMTE PUS a a' O.L *uGNE 3/Y. 1' THIS PANEL STRUCTURE, -LOWS ITSELF 70 BE REMOVED OR INSTALLED FROM 1,#E INSIDE OF RATITE. F.a.T.' "� } , - of THEM A Tf!(r T Er�ED PENamATION 1a ExsT9 avian J. L9FE SAFETY PAN REQUIRES TLW TRACK TO BE COMP NEW &BOTTOM tRACN TO ♦♦r"'tMIFN100101 , +49.2 -81.5 3` 3" 4 TIES" 4 7 2' 2 (80mmj T'-5" OR LESS .w, .'Y+," EN ✓.f W.i#E : MtiN1EER TR/,CKs NOT SISQAN FDR cum1T LA/tL� 2,�/± {�,IA! q iiMHMNN 8E C001PONE AS PER SHEET a OF THiO ORAWIMG, \t'♦tO+A TI(,l/%. J h +52,6 -68:0. J' 3" 4° 4' 2 MOMM) Y-6' OR LESS ,g ,,'� F SL�a6eie.. M0. NTIF.S'�'..-1I.Sa,'SS*'St'"�'�10,�!I .T♦,� W ���}}��,##.. , <, .,.,,, ,p _ . .. ALTERNATIVE 1 W ,. 4 , ...,,,.,, {/, COMPORikSF %kAY RE WSTALLEO WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I & � N' ''•,}L �.. .y.+35.0 •-72.0. a 1/2" 2 rj2" 4` 7. t/2' a (Rs3TTOMj 7'-S" t)R LESS � N{,T, +�Idi1 �l7 2 ON THIS SHEET, AS WELT. AS DETAILS T. & 2 ON SHEET ,4. ♦{••,• tiCENS�• ,. �°i` +SB,Q -72:5 2 T/2" z 1/2' N/A NJA 2 (BEsrrOMY 7'._B" TO W-O" 's * * s` FLORIDABUTL73,DVG CODE (High _ FOR COMPONENT �} S 15'. a FLORIDA BUILDING CODE (High Velocity Hurrtcon9 Zone A ®h Velocity Hurrcom Zone IyO T FLORIDA BUILD CEDE Hi h. VatosNY tiurrlaane Zane M.F. AHCrxKt SPACING FOR COMPONENT ANCHORAGE AT eOttOM LS GIVEN ON " = as3m R{e +56.0 -72.4 NfA tafA - '. '�' 2 (BOTTOM) 7'-6' TO B.-8' - •; ,. eSRM TiL1gtD. rs. _ F.P. FP. _ " a2iltD ANEW, INC. F8. SONEGUHUS & 2. SHEET I4. *:. '�E .a 2D GAGE GALVANIZED STEEL STORY PANEL DPAwS Irr: - tJ ••. GDFi1S}4,:���`` 2D GAGE GALVANIZED STEEL STORY PANEL _GRATIN er:... * : �;- 20 GAGE GALVANIZED STEEL STIxtY PAIfEL. �, Z Ct)L4PDNEt4i MAY BE PER64UNiIN'C OR REMWA61F -- c' -�- pT nyAa +y SS. `• -- eS12a/tDTo 1. INSTN TaTMt ARE ONLY VALID MR BlALMOS WITH AS..o. OESGN LOADS L� To ♦ T /► GLOBAL PROTECTION PRODUCTST LI C. �9 F A :`-+ y� GLOBAL PROTECTION PRODUCTS LLC, a e 'd • "- j e a L +535. -72-0 Pal AND PANEL`S LENGTH !IP TO a'-8'. - '� IINP INN _ z s SEE DLlbIS FOR INSTALLATION INTO WOOD FRAME HOLDINGS 4R SHEET ,5. '• 9 ., P : r __. � jf GLOBAL PROTECTION PRODUCTS. LOG. m11E An I! � p L Al �-'��----'-� F w/25Jamo -��, EfF DII ■ea-■ C O INC. 4aW S.W. 51 STREET E SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF 'E [�y31 ♦4 TLLFF 1'E3TING k EFXRNCE117N6 COANPANY D4#'. n_ 11715 4igO sW. 51 STREET 2 FOR NEW WORD FRAME CTR4 NSITY OF W4Xe6 NELBERS f0 BE SOUDTERN s�J, �`[+ •+ ••,` 4&F S.W. 51 STREET rt- $ QNAi• • % R i MMP-ra45. FAx (sSFD-6ma f r�^iLi"'FiNo k - aDLR ANr £a54 i54F`a, F"'ALc:'(Rab)�D-M70i -. - _.. ttN aY*` f !P ro SPACERS: AT TRACKS IN57ALLED AD4ACENT AND BEYOND TO STL'CCO/WOOD BANDS, rlt{N' d • rw OnnlTm {FTp. Fes., °`5,na34w tRsit� +RgNE: 9sA 20-775 ,- .. HA - Q N IMM NW. 4+, «• an �nerN a,®W, .xrlr r 20-176 Ni W sPEc9r0 DENSITY OF D.as oa EauAL rerr 24-7 76 2 J $t AL TN }r(Neo�avG RaAea.rAA>.r S vista P"'Au' dR54)eaa aroar tFwt "m.tna rw :1A:bT arr_TSF1 fA-GAO®ITT toFamal my e,u a §aI IX,AritND Na. {wp rx TxM14',1-Awl 4M A< Aran{t a•{a law. mtr NOTE f{11 OYIl ^'m"" ,Inn TUN.ixN aRitON6 qa. WALTEA A ., tt-tb 4 _ - k47FR A dt P.E 0r, {5A tr-,Na. t P.E SEALfSCGNATiPNE/DA?E G-W7o14T9D xa. w: oamnr wrt ax W wR 8„E. SEA.J9CNATDfiMTi tA-DpGa'14A f4mUF04SY : i P'C - - stw a M' 2d 1MY _ y- y. s _... YRFi fx 99 :W Px. S£•1JSIDNATUp;jDATE WALTER A Tw1IT r 4r»1'- « _ >. AiR:,Y t5 or 2e J SHEET N0. SH 1,1I i END CO RS DEIAM FOR SA TON IN POURED CONQRETE. CONCRETE BLOCK OR WOQD STRUCTURES' VAUD FOR REGULAR LIFE SAFETY E—Z HAND• STORM PANEL �Z�YSTEM� _.`_-1� 1 i4 � $ -��j \ _. ', �/7�y �/7 OR , .LNG cave,^�S'J+ c, p-:.1_1 fETi ,rV_f BL❑Ctlf 2^x 9" a S3` 3906 4V^#d. 1; p9RvAR Es z`x4° MOW FNAA ET ";'.;+� & REgUWEOaOau a ALLOT i>7NT, A3/-5' Alwl. kY d" wRPi. 1't`6 x t GLE 314 �11AN p-9 APC1'Bt} w ,, L 2 2 z_o>PgURED `.^d%y'�3 I CONafEiE. mNCR€7E Z` i,,_, p 1 4:'w A 1 3 4' TA'CON ,T aLocx 9R 2'M' wOC1 FRA41E'-. POORSD p ! i-P",.'. LONCIETE _ ,,fy ANCHOR W 72' ❑:C. Y lJ2i ";_.,A.. REO,AfED - / p--nh i p urn- L. �' flR® i $¢ 2'k4' wOW TT4AUE _ p 'fR N NIlf P+LMEF. . RFDU REO' . i i -f_ 3: 4 1 �'r 3 • d„ - 1. GiIF A� i i3 -T LIFO ANCIt6R Y A6n T fi. (tiAy TEBHATE LOU IACAi IaN f i� 112" .G p 2'. 2" a LOESS• TO x> - y ,' 2' 2' s' r, .ass cad: +' d) p r : 1 Aatt s ,. tB.TS L 41.$ At,ad, 1115.E DR MA i. +».tea ....,�«r� 7 Lava- AUA. EN SNE7:S POURD Cif£ Ct#14,"RE1F w^a t < 7 .- ...., �[ p Oat OR H WOOD nM4E. " ii+ YRN.:. MEFAE. BY?1T P ff ALaid LA .. 4 _ a1 2 O K 2 X 4 - 1Y5 7 __ 11 >-'s .TIP➢ aEalRm 1 _ z r 1 i1 p t d' COHf ALUM. 01Na.E M / J/ /f ®a'�.�: �.a� ��®.s ,..� Mos. GAP e 1/1 + BOLT •' 4". 072' e 12' O.C.-J1d3-N 1, OR eoS M �o" wJ.Ntiiv,. `t Cent. ANGLEwn ANE C P C: D fPLAN1 A .FLAN B (ELANs E LAND ASE LAN) 'mi. E 1 4'=1W. 4`® , � SCALE t 4"<T" SCALE 5''°.CAtE SCALE 1 / 1 j 71, _- - SAID -SET OR CALK -IN ` _ W E1.00 PANDMATE _ p_. ._j''�"' �j\ � POUM C❑NCI$(f _. ��EXXIS ,1tlM - 'fEWJ.E I1 Nd1 �1 i,$X ; _- POURED cONC "t 1 `1 I(„ a) ,10 OR W."r BIDCK - `N?�aOROM OR ' PANEtA4QE PLUS SEE � (ON, PANCL CONCaESE &OCK aR VARIES p �' pj OR 21.4* WOOD sm PRN[E REOUIIEDAS Ap� OPENING : 10. `DVL€ CN THEFTS 0. 2 x4 Nv^OO FRAME '- 5 Mai �g ® i' 3 ) OVERL4P $E1'OND OPENING WIDTH)U,ED COhN;RLTE, DaIIGRETE RFgtrlRED _', p ,,,- 1,- [ - K OR CONCRETE. E. CO FREIE 1, w .,. TILL, ;� ; p ''�'(/L�j f/+ ;�yy ....:1 VARIES v ' „�., s 1�;i §``�,.,, / "�, ^f auT �'IO&F�.S P-AIZLE6L 10 �� 9, Mn. I p '"•.•'—i Wtl twvEa CUT END ,,Ma, f � a . B.4- DISTANCE p . - / ,I •--~' ,. r o �• /.w. 6s srAn N1TN rM,4itrA CASE G (PLAN) LAN 1 ;) >> O-.96 /%''.,3 SCALE t/a`.t• \``., f wo �aA`� ...A:.... \�Efu$ •,.V�ry VALID FOR DIRECT MOUNT INSTALLATION 4kLY & .$+�.• . E" CERTIF[fQ PANEL INSTALLATION AT WA1AS Wf E ND. 44167 SURFACE LEVE7.. VARIATIONS WITHIN 3/a" * ; * W = FLORIDA BUILDING CODE Non Nth VelocityNo cone Zone - EASEL P N 9 A9 F (PLANS F o�2a T ism A,G Fr. sue''. { 24 GAGE GALVANIZED STEEL STORM PANEL SCALE 1/4-1 SCALE 1/4.1^ �I�ScLDR10p,-,,, I •, ` ' - ==-� /° (L C. f�J t N c. PROTECTION PRODUCTS, LLC. aeE I""I' ..IOW _ f 4ea0 S W. 61 STTmv 'F,1� "AIL �'A�•fi,t mt TESnNq �MRO cOMPANT' NNE. FL. 333t4 >k. n - - wan41 aM0[gL w m+>a. < Fw .Pam eit-,ir° . r.. S.wU mi_±AAi T+f011E t034i669-/546, fAX' (96)NE9-81a'/ 20-175 f U 0006 wx W ., w_- ek r Iw4.c ORMWYA N< w P,E SEALf'KUN' .1TSERE/rNTE OILTM A TUIT P_ Pi as tY_ i Mt6 9NFC1 8 W it }MAXIMUM A.M. DESIGN PRESSUSE ING Ira a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING H�D_4t1M1 FOR REGU(�LR STORM Pl{ME,i,e I INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. AS.D. MAXIMUM ANCHORS SPACING FOR E.). = AS SHOWN ON SH ETS 6 ai 7. - APPLICABLE MAXIMUM :. DESIGN To PANEL TAPCON LAG SCRLIV PAIRELMATE PANELMATE WOW BUSHING PRESSURE RATING CU0 rX}N LENGTH V(p.3.i.) FEMALE 0 OF THEM (nj 7a 13' IF 13' S3' tW {SUIT - t 3 1 3 13 13 3 ' vu OM BOri ( ) 67 / 2 e7 2 ! S 2 8 I /2 6 /2 W (aP) 6 4 1 / i 1 2 2 a 4 t sait'• 5`-O' B" 5 6 - B '_, DP C ) ��8fJilitM OR LEA 6 v .. e B e ___ 3W ( ) } s 3 S.-45 T3" i3 i3 3 - - tS" W (BOT TOM) M)H OR LESS 1 3 71' S3' 73' 8 1 x" / w D0P) - _ 3' 3 Iw earm ( ) - 1 _ 1 ! _ 6 7 r —_ _ b t 2' 6 5 Y __..__ ._ 6 } 4• ! ...-- i ` 12 2 ! 6 i +' ! �• C 1 >S-O" D 4 Y /z a 6 ? 'J 8 2 / (TOP) 1s. -4' ! J I 1 " a j2 ..Q 1..2_. 1 a2' z ' 4_.. 4W OP (TOP) 131 23' IF 13, a Ilr +W (BOTTOM) ' SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS & MAY. PANEL LENGTHS WHEN SPACER 0IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.P. DESIGN PRESSURE RAT (p.e.r.) MAXIMUM ANCHORS SPACING FOR E.D. n AS SHOWN ON SHEET$ B, & 7 APPLrAKE 745rk i } ANY Oc EHk1.F THEM. VAMUM P4NE1 LENGTH (it-) TAPGON LAG SCREW PANELMATE FEMALE 10 PANELMATE PLUS. , WOOD BUSHING I 13, 13' 1r 13. ,N (TOP) 13 i1' t 3 73' 8 I* 1 W BpTTCXN { 6 1 - /2 6 1 " f z 6 1 2' / s"7 6 1 2 ` 8➢ 2 / (TOP) w OP _ - _„ 7' ,3 11 /Z - 7t P x __ ... 8 6 T ! { a _._ B 1 72 2 a _ 9' 6 1 4 f _.._ _ T"iF (i -,A ) dT❑Pj _ 3W __ (f%7TIDM} S'-O' DR LESS _ 7 ` 3 � i3 � i 3 7�" 3 9S" (W) TO + -7 75, 5 73• _ 1 ' J _ _ 13" , ' 3 'A. 13• { OM . 1T 73` i 3 1 Y 7O' W O (TOP) 13' 13• 13' 13' 93' t4' j tw (BOitOM) B 1/2" a 1/Y S 1/2' 8 1/2' 6 1/1 _ (TOP) - 6 i 4 - 12 T ! 2' 6 1 f 2YT BOTT,' >V-a" 1 2" 3` 2 7 1 "V;3,; 1 2 -- �~ 3W TOP t } TO S t 2' 3w EAT {eart ) _j_ 4W OP IF 13" 73'~_ to, {w (Qp'fiOid). + SEE TABLE #1 FOR MAX. A.S.D. DMON LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 i5 USED, CORRESPONDING ONLY TO ALMdQATE 2W ON SHEET 6 TABLE III A AS.D. DESM LOAD M) 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF 1'-2- > 50 PSF TO 60 PSF 1 5 -10` A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS & W/ 9@S?,%MIFNF12. 1/2 O.C,. MAXIMUM A.S.D. DESIGN PRESSURE VIDNO Wadi) AND ORRERMING MAXIMUM ANCHOR SMNG SCHEDULE EQR REGULAR STORAd PANEL (1) INSTALLATIONS INTO ONCRETE A CONCRETE BLOCK S7BLICTU ES (VALID ONLY FOR PANEL(j) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX. A.S.O. DESIGN PR€55U RE N RATING (P-e.(,) MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEWIE BELOW APPLICABLE, p &ANY M 6Niq PANTO, LEND I" "L" (N.} :MIX. AS.D. DESIGN PRE'€8 UR£ ITADNc {p,9,t) MAXIMU4 AtMRS SPACING FOR WIN E,D. PER SCHEDULE. BELOWTO r PA' � 1 Ea ANx w,$7tXN. t7F T1dFJM MAXIMUM PANEL. LEN LENGTH "L' (R) TAPWN £(KILT -SET PAI4EtiAATE FEMALE t n PANELMATE PT3r B -N 2AMAC AUN GA(3t -(N TAPOiN9 SOUP -SET PAJNEEtNATE : VEMAIE PAN T F'LU S 2AMAC-t+AUN . CAUL -IN ..tvm n 16 to '. t NOR 11 tXNN: 40 COAaR1NA71E)CT,seEtir ELF THEM TO CONOW E. v gGSAE'7e ro + _{5 i5, OR LESS 13" TIT t5' 13` IF 7.3, Ir 1T 13` 13" TIT 1 (70f") S '-8' TM IE5:11 +a d 5 S, ,i3O +85, IF . TIT T3• TIT IF Ir IF 13, IF IF IF 11 1/Z I (top) 5'-8' OR LLs6 73' 13' 13' 7J` -_ ,3• 13' iJ` 13" ]3' 73 1T € 73' t (tTrOA) }3" i TT 13' 13' 13` ? 13` tJ` 13' 13" 13' 71' 11 1J2 } ('+QTTga) 13' 73' F3' t5' t}^ i ' J ] 3" 13' t3' 13' fTDP. Z 7 t}' 13" 13 13' i3' i3' 13' 13' IF t3' 13 I /2 2 'T� ( } 13' t3" S 3' 13' 13 i 3 Y 11' 3 t } t3• T:° iT 3 2 (BOTTOM) ( ) ]3' - i 1T , 7 • 3 7 • 3 -- i3' 3 . 73` I Y 2 ( 9017DM) 3' t ' 3 i3` 1 3 tT iT 1J ` 1 1 ]' • S3 3 3 (1DU') 13` 7 3' 1T 1 :13 3 S3' 1 ' IF } 13' iJ" 73' 1 ` 13' 3 13 15' +1 i 2 / 3 C ) _ _ 1 T Y /2' / 1 2d x I 1.4 ' I 6 1 +' ! Y ""t 9 2 i Y 2 2 I c J _ - � _ B t 4' E 9 ;' ! 3 aDTTaN1 ) 4 72 4 " ,f2 i 1$ 2 / 6 1 4' ! 8 i /. i 2' 2 / 12 t Y' / - t - 6/ / 6 4 / 3 ( atrl'T- $' _ -8• ,..- B" B' 8' 8"_ B• b B' 8" a°- 7 if2': ' 4 (TOP) 8" 5 tj^« e' 8' e` E 1f$' 8' 7 ✓2 8" 9-. 6' b" 4�• (7�) _1 _ t 3' t ' �� 3 i _ _ __.. i ' 3 _Ir.--._�....,____ 73' -�t _ _ �_ tT 13' �'I' B 1/4' _ _ TT � 73`3 6 1/<' a' _.. i}' 5 ' _13*_ 6 1/a' _... 13" 7 ' _�_- 1 S 1/a' _ s-'T - _ _..__, t' t3' 3 T --} - 1T 71' t _ W_ t 3• 13, __._ 13" _ t3 iT �.._. i}' _ s - _._ ° # ' i3` 3 IF s 14, .,.m t' T3° 3 {'� t s' 6 1J. b / s 9_0n0M)' _.._._._. 5 OP (T } 6 (BOTTOM) _...____._ 6 (TOP) 6 (BDTT.•`) r -__._ # " 3 13' .r._ f3 {� - -,- i I 3• p( i}' �._. 1 [ - a' ..-_-_ : T3 11" - I: J Ile 6 I __ _ 7 ' 3 tJ' �_ 3 6 t 4`.8 / - s» a ' 5 13" .-.- 3 i d' / - _ _ Y ". 3 T3• : 3 B 4' t/ B" .__. 73" 13' 5 t _ �- iJ" 1J" _T-__ 13° - a' 1T 'n T3 13" 11' _ J_..__. 3 3 - i - e` _ :73 t3` .__�. 13 6 t / $ _ tl t Y5 / S7 i/7 _._... / 6 1 +" I a (eDTTa+i (TO*) 5 {flOtTt3N).. CFQP): 6 BDT'F: : { 'aj 13' S' 13' t 1 - !2 T t ' � J t 3 1 /2 { - t T 2 / t OP (TOP) T 0 ___ji3' 13' 8° 13° 13` }3' i ` a 2 l 13' t 6 2 / 1 6 1 9 Y / J2 iT 5 I Y / I .J (t0e TO 13' T 13' 13' t3' 9 ,/2 tY . $ i/2 SO i/2 7 t/2 }3" 1 8' 1 (BOTTOM) 1T 17 1/Y 13' 73' ,3" 1O' 13' 1ff" il' '. fl` 15" 6 1/2' d (�rtOM) i3` 3' 13' iD 1/ t3' 7' Ir 7- 7 1-/'22 5 112 IF A 112' 2 (TOP) 13" K T3' 13' 13' 8 I/2` 1}' B 1/2" 9 1/Y 6 f/2"_ t3` S 1/2' 2 (TEc+) T 3`_- 7' 73'-} 13' 13` 8 1/x 13° R 3!2 '�,'`»8� 10 1/: 7 tfx ,3' 6 ifx' 2 (807TOM)' L3" ? 1/Y _ 13' -IS' - 13" 1n, IF SaI* 11• � Er 13, 6 1/2, 2 (BOTTOM) YJ' 7` 13' ,3' t3` 9 1 1 I i-.- Y 13 t I 1_ t 2 O f 1 2 / 13' 6 1 /2 {rDPi {3 !_ 13 15 3 ta" 3 T t i1/2'{TOP} - ±2 , 2' f 12 1 2: r a 1 {^ I a 1 4 I ±+ T2 7 2 6 I J �,.._ _ _ f:d i 4' 6 6 I I BO 3 (BOTTOM) t ) tx I /2 T2 , 2. r 6 1 4' / b o 6 4 / t? 1 2'.'i2 I 7 2 I - �." a l 4 I .8 1 4' / 3 (BOittl1N : 7` 5" 8' S 7!2':. 7' J 1/2` _ - a" ( 4" {if2" 3" a Tfr 3�' 'a.(TOP)_.. a 1I2 _ g" a' - n° 04.8._.-. 6" __- -' 7` .`6:. a' _ n" r 4' - - 4 I/2 3 uo S Yj2•� _'-" B I/ 7 1'/2' 3 �- 4 [TOP) 4.(BOTTOM) e' - 6' - a' - e' ' 3 1/2" - 7 7J2";,� 4 (BOTTOM) ',3' r 13" 73" i3' 9 7/2' 5j' 9 if2' 1a t/2' 7 1/x" 5}" 6` 6 (TOP) B If2' 13 13' i3" tD` Y3y TO' ti b" 13" 6 1/2' S (FfiW) 73` _ I 13' 13" B i/2' 13' f8 t/2' 7D tl2• T if2` 13' 6 1/2` 5 (BOTTOM) 13` 6 tfY" 13` 12V IF 10` IF to, 51' Ir 13' B 1/2` 5 (Burma) /T _ 1 3' t3` tO I/2 t3' 7' 13• i 7' 7 7f2" 5 1/Y IT i4.. t/2" a (TOP) IT 8' 13' 13' 13' a 1/2' ,3• 5 i/Y 9 1/2')6 1/2` 13' S i/2• B (TEP) - - B I/4' S 1/4. 6 1/4' 6 1/4' - - - - a 1/4" 6 ,/4' a (BOTT.-) - s 1/4`'a 1 a' 6 1j4• E 1J4" - - - 1 _ a 1/i• 6 1/4' 6 (Bart.•"} SE SLMET 1 f Soo ANCHORS TYPE k SPAC44 fM OWA LATIMS 400 WOW FINE RRUMGS. w 10"110 AN eilt SPACRRis AND MNOAN EDGE owma ARE INWATEO ON THIS SCHMAE. FUR ED, LESS 11" INDICATED ON SCiH.D U REDUCE ANCHOR SPk= W WA14PLWC SFACWO SRO" ON 5cHEDOLE BY THE FOLLOONG FACTORS_ FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACINO OVAXED L7SNd rACrM VWX NOT S LESS THAN AWAUM SPACM INDICATED FOR EACH ANCHOR WK on ne6 SC,KOIAL 1/4'4 / W. 1/4•A i/I'- I/,' 1/4Y ANCHOR ii'PE wow _ saac Rm _ IAMk-NMUN G _1k ummuM ANCHOR SPACING Oe.) 1 3 3 1 2 in- 2 In AMNImumt66C IAL) 3 3 3 If9' 3 DWANIX 0 1�] 3 1n' J ,,`3" 3 W 3 ,/r 4 ACTUAL SIM MSW" JE:U FACTOR , In G - p /y a6, Ii. D5a r Y1sb an .m _7 - a6s _ LEAD_._ ____, TW v.__-3'Ir ___ .0a fA0 ^` SPACINGS ONLY VAUO WHEN SPACER@ IS 7 USED. #1 FOR MA)(, A.S.D.t1E5(GHl LOADS & M1IX. PANEL t..ENGTFIS WHEN SPACERSEE USED. A.S.D. DESIGN LOAD MAXIMUM PANM t.F31{itN 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF S'-10• A MAX. PANEL LENGTHS ARE Y ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. _ ,...__. _..... ___ ...-I, ,___ ....._...._. _ __ ---ANCHORS (SEE SECTIONS & ALT'IO NATIVES ON SHEETS 13,, 14, 15 &T6t_ ....-...--_- _.:-«_.,___....-_..__... ..._..-_,,._. 13" vm. R-IA/13, R-2A/13, R-3A/14. R-111/13. R-28/13. R--,' /14. 3 wac D.M.,(�), �• u- R-TAW/15, R-2AW/15, R-3AW/16. R-•I9W/75. R-2BW/15, R-3ak/16. r 3 Qr 4 ------ - - --- `------------- .--------� — --------.��_ C� C © a O v 0 c 1, 1 I i I i i II I `' . i i i I i I ; ! I 1 I i i i I 1. i LJ2 1/4"0-20X7" S.S, BOLTS W,(s I c : v . � (USE ,OR PANEL LENGTH - MAX. '_ O OVER 7'-a') (i) .3 PANEL U° -. / i i •-8' 0 +40., r. `:REGUUR STORM PANEL REGULAR S*I M PANfI P,a• 7 I P PA NEL AN£t BOLT) W CIVER/A (ENETFI i {j iDil I i - _ ,a R�M P 7' s" a +SD. sa .N,f. L�/ t;APETY sTG AN71. 0. c. I E O OX'RRLAP MID PANEL LENGTH BOLT T) ) 41, - 4 A ' A.:-- 115E 2•-8• AMA. P. LENGTH PANEL 4 w Dxi' Z tt _ 'L�l AT ALL MOUNTINGS - ' i $.s. BDU.lS W t AT VE A 0 I , -- L. 1 I ,Y-� ---' - - ._ I I i 1 r I ) __._..,. _..._ _.w. .__... _-1 _. ., _.. ," ...__ ., ._.._.�_ _ _ 1 ,__.__.__1_ _:____,- _ __ _ ;.____ _. .i_ _.:,__-_._. _ _____... _ I ___ ___ 1__--- ___i- __.---:.___a ..e. a' • I .,, ', i ((?) NDfiCHES AT STUD ' I. /�{ "'...LbCaTYON Q LIFE S4fEiY -...=- i - PAN ' COTTON CORNERS F 0 I E) % ± , t __.._,. 1LIERLAP-- t�yfTuap. _, .__ ---.. ' _ _ of WXNO NUT Al �.tf RIOT4IIK WINO NUT AT -3•'MAX. LEFT PANEL _._._.RIGHT PANEL 3 zkE t INSTALLATIONS ONLY VAt70 FQR WIND 1 WN, R-TA/13, R-2A/13, R-3A/14, R-1$/13, R-29/73, R 3H/T4 1 NUN: SPEED UPTO t0 Tn.P�h. R-tAw/15. R-2AW/15, R-3AW/Ic R'-IBW/t5, R-2BW/15 R 3RW/16. _._.__...-.._..._.__.._._,._ . - . ,,,..._.,..ANCHORS (SEE SECTIONS do ALTERHATNes ON SHEETS. 11 14. 15 &16) , _.._ ,_.-'_ . .. ...-. 5/4 MAR, OAP LIFE SAFETY STORM PANEL Cf) E(r, VATtON (t) 41 2 bar SQA„F j4 , 11' - REGULAR REGULAR .:, H 00004" STOMA PANEL - r - > . STORM PANEL (ON 04 AP 1 WIDLE VAL LEI0 ,,,� p ` r ,&, _ _-____ _ __ ___- r Fy AAAx. GAPI �, _ ., : awTs.APi • 1.1G. , , �L 3 LJFE sAFetY PANEL ="9''. * tk ` FLORIDA BUtLOtNG CODE Non High VelocityHurricane Zone) rE'' niDpIDA-` °" 24 GAGE GALVANIZED STEEL STORM PANEL FP. s •.,, 4„ w- DRAMA iW� S'/ N`+-�! GLOBAL PROTECTION PRODUCTS.. LLC. p7n�1S0J4 SCION A —A I�E C 0 INN . DATE / 1=1 & ERISROM MNO COMPANY 41100 S.W. 91 STREET xM Ter i,. w xa 1 +YOaR, ttRYX. eL =114 SCALE 1f4"si' � Naa.(2e11 m1_ts N..H�1 m-rnv1r PHtYE:("4)50P-7s.a KAX: l+ru)�9-eT9i' 20-175 cr. :L ,. #at mcwme., PPA'&iN0 W: Pr BEN./HOHA1m/4ASE CA-00C5fi9 -.1aw • AM wN.TEw A iR.tiT 11, P.E ^ _ :1F^ ' m,EET ,P. a' td 41 PSTRUCTURES (VALID ONLY FOR PANELOINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHETTS 4 & 5) MAX. AS,D, I DESIGN PBESSU RE RATING a.N) MAXIMUM ANCHORS SPACING FOR MIN EA, PER LE Below APPUGASL£ SECTIONS' MAXIMUM PANEL : (£Nn7 H 1' (f(,) IAAIL A.S.O. DES Opt PRESSURE RATING {PrO,f) MAXIMUM ANCHORS SPACING FOR MIN CIL PER SCHEDULE BELOW ��"�LE l � ANY COA�RA770N OF THEM iM1GMUM PANEL LENGTH 'L' fn.} TRViCON I - SOLO Sf( PAtlf1.A1A FEMALE 10 P iE AN Pi "•NA IAMIaG LII _79 4"A33i -TIN & - TAPCON SOL1O-SE't PANiDA6ATf FEMALE 1 0 PA2NEL4lATE PLUS IAMAC-N4LIi CAAX -N TD- OfBTE Tq ODNFA€ 10 '� a#I RTH CgBhTJ:NATXXNTo # xM£M TO 7Fz in T4 ,�y� a]I �iL No(P OTF. >.+65, -65 ro +75. -T5 t}^ 13' 13` IF 13` ,3" T3' i2' S3' ia' t-(TOP) 5'-e" OR L.E'Ri '. 5+75a-76 +ii -tT&a & 13• 13, 10 1/2' 13"B,�-,: 13' s. i/2" J t/z' S 7/2' }3" 4 1/2' i (TOP OR 6OR LESS 53' TY` IF 13' 13• # 13- ,3` t3' 137 IV 13• Io, .i {BOTTOM) ,}' E 1/x` T3' IT 13" t3" 0' to' 7 1j2' TIT 6' i (BOTTOM) 4} i}• 3 !3 ' ! t.' 1O` 2 (TOP- 1' 3 I }ff li iT /2 IJ' t' 6 2 3 7 1 2' / S i /2 - i 3 4 1 " / 2 2COP) 3 • 1 } I t3' i3` T' } 13' 1 Y , ' 3 t• 2 1° } tD 2 (BDTCIW) i3 7' 13' 1}• 1 }"13 a i 2' / t -7 0 2 / 1" /x 1 3 6 1 2' / (BOfT ) 2 DAI t 11' 3 13' t]` t3" i3' 11' 3 i 7 s 13' 7' t } 13' T 9 t Y / 9 t x }} f n fx 7 2 /. T s {SOP) _ 1 ' 2 1 2 1 , 2 2 , I' 6 4 fr t 4" i F ' 2 12 1 6 1 d" ! a' d t 3 i7o'T1OM ( ( ) i 't 1 2 7 2 /2 /2 B 1 +' / 8 1 4' / F 4` 1 +• 2 8 / / — a 1 a€ / 1 4' / 3 BtYSiOM ) a^ 5" I _ ,¥ i 1 T" , 3 #}' i' _ 43' 1 it' - -� B` -. e " 5 ' 3 TS _i_3 6 1/4' 9" _ i 3` i3� t3' 6 1/{` . W a TS" i3 i3' {t-`i3' 6 }/A`j6 S" .w_ _ T3' [ i3"_ 1/+' a" d }3' t}- 1T - B ,IY a 3 1Y -�J}3 a" ....-,.__--_ •• 8 j^- T8' 53" 3" _ 5' I - : 1 , 2 i ,2" 12' 6' ,Y _ a t., 3 13 IF E Ili' { 1f2° 4 {TOO) ..,.. - (BDT'sOM} ' *� - {TOP 1 70 7 r . 6 OM iD i�t ) to' s (TOP) d fJ#".. € (BOTT-") Y -�._ 3' af° 5 ,/2" .� - 7 3 t/x• __ d" a' ... __ 4 1-- .- z }• - a ,/2' 2 ,/Y 4 (TOP) - 6 53 • i i 3 I - 8 i / 2 7• a 1 - J2 i i ' } 3 1T i • 3 B 1 3 73 _ R' s, I 2 8 " - 13' 9' r3 s i z / 5 t ! 2 t0' +o i 2 / - T i /2 7i /Y r , 3 a3` - 6' E" t-- + BOTTOM (BOTTOM) 3 DP C ) s �oTIDM) _ IF - 5• _-' 13• 0 1/2 6 1Js" 6 }f4' 13' B 1/4' 6 1/2• S LIES' IF 75 1/2" € 1fd' E 1/a' 7 1/2. - 5 1/2` - IS' 6 ,j4"B {�i/.2_• if+• 6 (TOP) d (B07T.") - 17 t 15" /2 1T t3` ,1" 7O• 13' SO` , ' i e" TS' 8 t 2' 1 ' (TOP) f _E- TO W--(r tT S' ` 9 t 1 4 2 } / tS d Y / 13` .6 /2 7 1 2• / 5} 2' ! 13' 4, ', / 2 TIP C ) SO 7_5• 13` t7 1/2' TS' T3• 1J' '10 1/2 13" }tO ]J2 1s 1f2" S' 13' t T 1 (BOTTON) 13' E i/2' ]3' S3' t3' I' i3• _ B' 10• 7 Ilr 13• 1 6• 1 (BOTTOM) 13' '7 T/2" j T3'- t}' iT I 1❑" tT i ,O` „' B' i}' e6 if1'. 2 (T(,} t3' 9' f5" ti4 tf2 I}' fi iJ2' }3" b i/2" 7 t/Y 3 1J2` i}• 4 1/2' 2 (TOP) mom'-"-'" 13 ,? iJ2 t3 9T t0 1/2` ,}' i❑ 4f2 T1 }J2". 6 ]1" Y` S (BOTTOM) ]" } Y k 13 ,}' 13 , 9 2 f 1. ` 4 1 2 ` 3 f i } 0 2 / 7 T /2' }: } 6 2 /_ 2 BOiT ( Gin ' 7 7 • 3 / Z t3'd, t}. � T. #0 2 J>$-6>6 15 " 10 1 0 2 J 1 ," t j2a 13" 3 7* (TOP) i 3 7' -__ T" ,3" 3 _, t" 3 9 1 /2 t t3° 9 2 ( / t t '1- O 2 /9 7 1 J2. - iWT ] 6' 3 (' _ 7's` 2`_,. d'I- T..,^ T2 ifx'T2 B" tJ2"'6 Fr - 7 . �1/2_ 8` B Tf4 .. 4' _.- t2 i/2` 8` 8�--...-- a. Ija' 4,i Y" - S" 8" - 3 7 2" , - _ 6 1j+":8 7" E L_ S {BOl'TDM) 3" 4_0111) - (BOTTOM) __. -�}2 7' r IJ2��1/.2 tf2' d' `5 1/2' B }J4" - 7` E L. ] 1/2' 2 ]J3' 6 t/+' @' t A' _ 4 1/2` _ 3' 6 tja' 8 if2'S2 6 1/+' 1/Y 3 (�T1tM) A (TOP) e' �/ - 6 1/2" - D` - - Y 9 - 5 t/2' Y - 4 (80nOM) 93` F�1,51�_. , ' .} 1}'.. fT •]0 t !2 13 `] ,0 TIP / 1 f2 a' ...._3 T3 . inP Y ) L f 6 1 2' 13" ( 13' 13' _ 9' IT - i 0 7 / 2' I " 3 fi' 5 OP IT ) 13' TS' t3' 73` -t6 t/2' IF 10 1/2 , ±j2`7 B' 13" 7- S (BOTT00) ,1- 7' ,3• 13• 13' 91/,- 13' 9 /Y 10 7 t/2'MJ13' } 13` i 13` 13` t6 if2 73' -10 tJ2 fT ± 8" t3" 7' 8 {ff3P) IF 5' 13' t3' fi i/2' 13" 6 1/Y' 7 ,/2' I S 1/2' :3' + i/2' (rDPJ 6 t/,. B 1 4°'- - I - s t/ris I/A' 6 1/4' 6 I/4' - - - - a'14,16 1/4• B (Bonn SE ST T tI FOR ANCHORS TYPE N 94.046 T"OR WSMLLATIOkS INTO WINO INANE BUIUARM N WI MUM McHDR SPACOOS AND WW,*t EWE r4 ROKIE ARE INDICATED ON THE 301=1L FOR EmR L''SS TAW 0WATED ON se"m .E RIAcE AHf:NOR SPACING e1 MULTI' im SYAf3MO. Ema" ON SCHE71[+L€ BY THE foilam" MTDM SIR THIS OPERATION 70 BE fYYsmC WOU'm SPACING OBTAINED USING FACTOR SHALL NOT RE USS THAN AINNNM SPACIND 0010100 " IAM ANCHOR WIE a. 1T4 SC'k£DME if{'4_ 1/4'a 7/r. T/4'x 1/4 ,_ __ 1/4.9 ANCHOR ,TIW 90]G-,4cT _0441TYPC4R m" A, W pLUg THING-HM.N WK-el Me2etUM ANMM IWAa74G (h) 3 3 3 3 2 1/2• 20 MNW1AN410 E ,EFT) 3 3 12. 3• x t ,,V b NATANEA W.tj wLX2T hf- S,/Y 3 if2' A to 39fa` - 4 -. *mw_ EBBE�Eb.) - FACTOR __ T a36 " - _ _ _ ,ew - _ _ III ___ -._ O.E't -_ —. _-. - _._ 05tl -.- aT6 90 ._ - Net _. .. ._ .. ._3 � _a9a _ ta0- Lm i-Ad ;'&a - 5oACINGS ONLY VAUD WHEN SPACER IS USED, SEE �r f T FOR 1AAX. A5.0. DESIGN LOADS & MAX. PANEL W WHEN SPACER L"Y IS USED. 1/4'0 TAPCON_ a,. _ ,_ W=POURED JAML11 a A.S.D. DESIGN LOAD MAMMUM PANEL. LENGTH 40 PSF OR LESS V-8" > 40 PSF TO SD PSF 6'-2' > 50 PSF TO 60 PSF 51-10• A MAX. PANEL LENCTNS ARE ONKY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & Wj Qq SPACER AT 12 I/2" O.C. - - I T ION DEIAJLS, FOR PANEL (1, INTO PCIURED COOO�h CRETE OR t'QN�RETE BOCK STRUCTURES 1/4•• TAPCON_ EXISTING POURED 1/4'C TAPCON_ PDURm 1/4'0 TAPCON. E105i7NE POURED ,,, _._- ANCHOR • 9 O.0 TMNCR£TE OR _._ - __._]O511NO ANCHOR 0 B D.C.CONCRETE OR -- ANCHOR 0 9 OC. CONCRETE OR >_ CONCRETE H!WK REWFREO. ,' GON.^RErE BLOCK 11 BLOCK /✓� I •'G,Z�. CONCRETE BLOCK REQUIRED. �02 gg �p,�r�)y,� V. � - �1/131 _ ^,N] GL ASS AT ESL (1 I 1'MA. PANEL LENGTH - (SEE ELEVATION - ON SHEET 12 ( ) W2 1 _{ i 4 .�.,. 1w rs 1pY _1 _ ___r, _-I :W_ s` &C. RED CONCRETE OR =9 REWRED. 3$A;4 ( - lk .A: e .A A rA _--I Cll N _0 Cu > O Cll " U _0 L (1) 0—O L_ .� ca U N U) C W = C:) CIO O •L - O L O CIO 0 0 -+.- W LL ,L— p — Co > .— L O +-+ CIO O L =CIO C �--A ca. MS C%-j crm �f:. .. _ __..... --' T - I __.T ;fin;1.' - I ) Cd 1 _ E,D♦ � c o f I EDo ( i I f� ` i ;'_t; 7 Cep 0) :0 i � " 1 , �f_1 F .:mil %,� 1 7 7J.1 '• '3 r>. I - 4.' / -:, lrrjj"' ; 1�, t/ f,.,,, r.. i - i cr_ ca t" �Nli r ,= ca Mtn i 1 1• Afin r li n I 7 N c. I 1 V i','/9 1 n If-^SEPAP#I'n,7N'- r-SEPAAA ON- n EO f 49-saai• I ea4 - { ]a" f0 / N 1 '`TidC+•il r tC t rD Cuss. _. x --..: b c2Ass .-r 5�6assw / ass w . GEABS - Y.s. ,ap.>s W ITS f1I5'b { N$� ii R oL a4nA4� 'Ci -N'" fit Pal.��_.. T 0 ! E _ t . a r IAss ti. a. x_ .� wR taea 7 67IE r C 1 LI I tl c� 1 r 7 U)wu, uo t6 ti a I 4{ 1 u I N n i R r ) - __. 'a n 1' U I 4A3 It MAX. 1, I¢ I 1' 1 1` MAX. MAX ...+ 61 N P Q P H PANEL LENGTH PANEL LEknt 6 PANEL LENGTH � 8 a L. d A -_.. ~.. � T. '.._ � :-: _..-_. __- ELEV TiON 47 d I SEE CLEYA ON (5£E )i I SEE ELEVATION { { 'F t g 'p W � 3 It I t ON SHEET t2 II I L I .t ---.-_ . ,I UN SINGES 2) ri t• ". I 1 : ) II _- _T_ - _- -__I Ok SHEET t2) ,- >0- y C 11 1 1(-SEPARAIbN - ! II i 1= G TO I 'a L 11 LASS i ff' T Y I 11 n f'" G.1 •�• 16 i � i � i' 3 7 I T I lr' a'" i' A'. It f s 1 2 1 .t: '/ � LJ , l f - ! l , v . j[tj Q3 1 1 _ ..._. , � i R4 r ,t`Y,,.. �_ i ot2+12'Dc. _-!-. 1 1 . 7 1 '= I: ..s I %v4+ I up T_ i i_ _-'_.--')_----_-I EOi -- i Imo_ 4 N. TE 1. 't --- J4 ws. 6 I- 'f 1 �'1, r axis W, f .. r1a1.i5 'r O _'+..! �'` 0 17 ,n 0A `>):; 4 t0 ,n OG .A..• _. ),j4"9 TAPCDN 4'6 rAPQON ' �! w 1/4'6 TAPCON t_. ANCHOR o 9' O.C. ANS>NOR 0 a• O.C, ANCHOR 0 9" o,c. „ EXISTING POURED CONCRETE OR EVSTING POURED CONCRETE ON ERSS"T,tsG F'OUTtED CONCRETE OR TONCRETE BLOCK REQU,'REC. "_'CONCREIE BLOCK REOUrRED. _-t kdCRETE BLOCK REOWREn. 9- N€L Q EGULLAR F LS -0 L FEC SAFETY PANEL WAIL MOUNTINGS .. XvA'NI,T1TN7rH SCALE 3/8-1` SEE SKIM 15 & t6 FOR AMPHORS ANCHOR 11P6 w _1L/C!5r ...ON TYPE. k 9PAC7N0. FOR INSTALLATIONS INTO FRALt�L1nDNNGS. MIiBNUM ANCsigR BPACtIHiE ANp MaiRMMEDGE KINA Wl NACNa71 sPmga sNlWAeIWm4i ;Ltx,°ri4A(W o w"oi -t tC4mWM97 z STANCE ARE ,NDKIATED OT+ THIS SONtpuLF FOR CIL LESS THIN xNOK:Ax£D aN SCHMIRE. REDUCE ANCHOR VACM B1 NIaPLYBNG BPA _ BI'IWM - SCHEDULE 01 THE FOLLOWING FACTORS, AMft VDK 06010M OW /a- —'— _ - _ �..._ 3 112• a]6 - _ 0.d1 - FOR INS CfOWIDIN TO S PDSSISIL. REXCE0 SPACING OBTAINED USRII PA"SWU NOT' aE LESS TH N k,IwARIM SPACNO INDVUEO FOR r.ACH NotHOR T'n ON THIS SCHMIAC. y -------. - .. ______ q98 _..,..... -----­---­-----1-- ____ INSTALLATION DETAILS FOR UFE SAFETYPANELCI) INT�LLATlOI DETAILS F000�ATTY PANEL Ih1 T T N N INTO WOOD �T fLCLU^RES INTO PR R CO NCR T B INTO WOOD STRUCTURES _ __. __ -_ _ — - 1 4'M TAPCDNL. 'i - T ! _, ..... QtiSTINO POURED 1/4'P TAPCQN,„_. EXISTING POURED 19. I 41 : _ _ ___ ANCHOR O 9' O,C. CONCRETE OR ANCHOR O 9' GC CONCRETE OR WOOD HEADER .�_ II I WOOD HEADER � Vi D NEA R HEADER II011 . f`,,•:' COONCRRE BLOCK f# CONCRETED. BLOCK ' REOUIREO 9UI— - EOUIREO !'O11RED ,. _ R .RE -`.k i7. Wppb #tEADE'I W000 HEADER .,... r (y ... £OINKED OUIRDS jI 1 i i i. .F I Ii d .}� Y a s TAPCDN , I t. 4`N raPCDN .. r A"w rA1>coN i/aro TAPGQ>a ! t r c. ` /"`' ,...._ .� q 1 J p , , ,. ; r: i " -_ jaCkOR +9 a` G.C. . 1. 1 `; tl ¢( � /CHOR p 9" O.C. ^' � F ANCPfOR +O $ Q,C:. ,'.I. i ai0 SAPCON 1 � 7 A"9 CABCOM : --'T' r-`(2 1 ,� � - i - 1 � CIN4M W 9 O.C, I , �� Ab. .: AN ., y 0. � � // // 1 t` 1 '-' �` `'/ ` „' V I k £ ;r <i t 3 'Tity� AAiro(DR iY 9' 0. ANCHOR o 8` O,C. (//II, `) I (D tr. t 2` jl/4` L„.,..__ ..•:. 1 2' 11/4• =:I ,f a,.... , Ji ' It.. 4f I'I - W / ii i } _ 1 stlfr 1 Y . , y a � .�' -t I I i=y '+_"' -�= I ' %;. I .':. ,. - t/2' } ..t/a' ::)' :, /z" `,,� 1 lit• _ , 2' , ._k I 1.->.i f a _ TJ2' . / LINO. t E,. / itJa. MAX. .. , _`_ . .r. I .h I I ) ., i -`- _._..-'--- .n r' II' MAX_._.-- - AICX------ ji '.{ 1/2 'I/4' tf2'' tla. :i - ----- — I I MAX Jf x 1 1 z ` I' z` 6' a' l � ._._--_------- r' ' cf .',. f,t-', - I ._. �il a'! ., 1 T. ; M 11'i ! - MI , i jj MIt t$I_ 1 ,{j { ( ; 2 1 _.1 1 ' ) . I : 1 I I T I r MITI. t ^�1 :. 'f ,. 1 i _ i '' ter I 'I! i I 14, I 4 TIC) .. {7 ,/4i.-Nan' ' � .' i . i "t + t. I i • EXIBriNT,, jp ,.t_.... ...EFL. e1M.T.5 w a . J l : '- 3:S. B`A3S N I { 11 i -, R i R I R - 1. / ,s GLASS a -,, . ._ r L-:::::: j At TA a -=. +�`' r ^'", ' 7 aT Ea MEWW' n I TILL _, Y �. , 80.1s b t 11 I .. :i. IIII # n t '� N I I n i. 4'4-2pt• 3A+1' F I , `iF.iOei• b Du i I j ...1 S 1 j ` V u' 1 - In, ma I < i, �. . _ A EA F3LiST1 GXI IASSp .- 7- _ ` 99{.s5 w 1y- y/'-..?-.= 7 A9a15 w 'I. 0 - i •C Maz. R .. 'L' MAX. _..._ { O2IGiH GEASY X _- t - t n .._ .t __ -.I. : I _, Y _ . IRO _. e . r__ EX ie t t- y${ c nss , u L 11 PANEL LENGTH "- - - i s 6• PANEL LENGTH I 1 R ,,, I 1-.. 'a' VAX. 11 I n I l.- MPX. � "� ' - - ��� Cif { - --_.-� n I @ (SEE ELEVATION I I p Q c .i+. _._...i..-_ PANEL LENGTH 11 .i -.. a _ _ .._ _L_.J 1 LauN WGF r-e'7 n i , .: ,7.­-­- -y -i - - (SEE FLEi+am1N I I 1 A6n - i ON SHEET Iz) P �_. r _ ._..___..I ON SHEET }2) i f __- ; _______7 'I, MOH. N .. __: _ _ - —T-. 6' (SEE ELEVATION 1i - ; -_ ._ _..-) PANEL LENGTH R - C (SEE ELEVATION -.__ _ _ -.... L' MAX, ___ .. _r-_ - 6` II I a ,� I P `E" MAX. CDL 17- +EPaji,4130.Y 1 I !PANEL LEMON ti I ON SHEET 12Y _ p ( ON SHEET 1x II I P PANEL !LENGTH E = 4 3: g• PANEL LENGTH I R I yj5' .-_- :-_— _-1.__.,,i I(SEE ELEva71DN _.__. _._._. I _ _-,- -_ - -J (SEC ELEVATION d __._i- 1 i I j� iJ ( ELEVATION N TO CLASS. I t ..._.m, _,.-_l.-_t B.-. __ -r- ON SNF.EP 73} p I 1 I T I - ON itlEfi 12) A I � .�,_.i a�. t _4 SEE ELEVATION n i _-__�_ ON SHEET 12) II n --.. - -.. 1.._ 11 L1 )`" t - - - ON SHEET i2) j - a , __ __.5.._.k..u-e„-< 11 Y M'u�. 4 � a_� ->. _ _1 __i TJ:._._z_— ...T^_. it "__T-_ (n fI it I I m --5'�- _.. ..__`T I R-._._.&EPAIatuO ___ 1 i _._...�.. '-m.. 11 I it f /f•l : - i �>. : s �,ci; T7 7 Min 1 » I' Min. n TO GLASS. 1 I I -t- I- 1 .. } `` a .3- s: jY , w. i r a-SEPARAnD - s i I ! + 1 1 9 Mn. �` B 1' Mah:. I � ' SEPA{?AT1@N-._ { s, To CLASS. I : L/2 i it 70 A�LASSN-_' d l;„,l €i q f3 r { f C f-. f _..,.(1 s 1 x ,: it + L 1 R`"'--3E#Pd?AifON - ; B»-- I o.' 1 4f _....1" :, f ._::.# 1, +}� "` :1 't,✓ I b' �`-7 tl::t'-� I e ,.. 6" : r' u. : ' I - a TO: GLASS 1 p.�iJ 4" It 70 iPLASS, ' i tl-- _SEPARAITON --- i �.+, -) E.D 4 f I s- p • ,r ' _. [ I---= 1 ! - .._ > � .„ { 1 u2 p I f u 4 4 '0 GLASS. s P i�.1 1 'j Ekia?n1E PO(D URCDj s ` i i FXSTINC POURED_ T ....�.} X' ...' %* i t1 5 L/2 CONCRETE OR i�_ i_ .. _. , C!)NCREFE Oft I __ __ I- • _ "' I o ,21/2" A. .-., ; i 4 w ,11I2 F _ i @ Y -`I _ � 1 �---1 1 - y �� CONCRETE BLOCK -' = 4 44, CO.NC7tElE RLOCk f;_� E`b� '.....' ,. ..'. I pc i{O. -� ��` "•r , g nc. I EC, __ _ t .__-.a I ,.�� ;._. ..L ill, _ 1 9 A REQUIRED. `" 1 e ,a ,/F ns PEOURFD - ,tlr,/ /7 (eLVOAo) 1 I _ _ t , t I _- _ .. -1 - . _ --1 1 ; -.. _._. 1 _ i EO f 1 I. ti %v oc ', �.I! e Si Vt Oc E }}� pp.�� l_.... 1 _.. .. _.- s_-.. __. N I ._._ t_.—.. _.. 4 f.. _%+.(yD,6 ;�:' ' I: I� 0-121w�L� j __._._--.i-_...._.__f ''r '.( _. f_—___ i.f- ttII _ _ _ _`-: .y'?'; . E ] �T , - ?34' WOOD 7 - �iif wsI� tli^. . - i 4 1 'v-' P7ATE :; �i� - I Bolts i, -. ..,.r .',: ,' ;I I ,'". ' ;: , REOUWE+S �... , t :i �t. t2 00.€ Z`x4' WOJS, 1. i z-a4' WOOQ_ ; SECTION R 3A T" i/a W rAPC[aN N 4 o TAPCON I d•M TAPCO g 1/49 PArtEuagrE ems___.._.;t 1/4 M PANOMA E-s___..; :I _. 1 O REGULAR PANELS wcr�R BETDND 9` o.c. ": XxGHDR a e' b.c. PUTS ANCHHOR O 12 1/2 CC_ ( ) ': ! .; . i , r 1 f • AN(:HGR $ 4" O.0 PLATE ..' p°.• ,.. ._.I14•P TAPGtiN't REQUIRED I 1 4'o PANE,.MATE. PCC REGYtm I �� ;. i I SIAO(i.AE33 W/ SYOD .` u , 'i S1RC+O€REO WJ 5TUQ , . REOV4RE$ _ I _ ,,. _,/ . , 7 f9`P PANFLMATE PLUS ANCHOR o 9' D.c. __ v +a° W0t%7 _ , 1° ='•. l '" 'I t a ANCHOR dA IS ifx" G,C.( ANCFIYSR t2 1/2 b.C. ^^ 11 WALL MOUNTINGS I i _ I _pl " TxoD ',` ... :! " W ALE s/a.}. . - rE * P:nTE �- SEE slim 15 & id FOR mc}+m TYPE & SPAONO FOR _a __ _ REWIRED U - .__... tf - REQUREb i SN;, ATK7W5 INTO NOW now BUBOIAS. ` I MRRMWN ANCHOR SPACINGS AND M NUM EDGE DISTANCE ... -._ I' . '; _ _- L ARE 11,00 En ON THIS Scia'AL MR E.D. LESS THAN _. 11 _. ,_-. _ NpCATED ON SCHEDULE RENAX ANCHOR SPAONG BY •{r +I' �* Ma:rx±LYNO SPAcm SHOWN ON SGIEbULE BT THE AI d.G13I'Il3,kIYi ■ PTX&DwNG iAct❑as Iva THIS nPEPAitCW it tE P❑Bs+elE. AL FOUDWI sPACITO I- TOJI T S O FAL-TOR SHML NOT O AaERNATIVE R-17 A%PAS[IVE R-10 L/�TERNATiYE R-may( R 2RW 'R-SAW ALTEE SAFE FARE cn LED now ACAXM sPACND SING JA'o MR HAUL ANCHOR lA ON]HT'Ik1,rr Ai � REGULAR PANELS e IFIEFN SAFETY PANEL RE � �GULAR PANELS &1 N„ p�1JFE SAFETY PANEL UMTOE THAN THE 6Y:NYEQULE. AAN +, � -- 9�!{ (TITS. EAN I£L 0MON, 4 R a+sl"+'� A:.r,� M 16_.Ipl U TlNGS MNNIR+N,Af WALL MOUNTINGS WALL . INGS 4�GR:.TI�(!'� AAL`HOR M - _ w ,!Ak r *r.CEN r a scAn 3/IS A. TIL � SCALE 3/8-I" sDALe 3JB t" Rs' ENS W pum,,, .. ✓ 9 NBiMAI ANCHOR ffilcNa !w-) 3 3 "' ;• `. FLORIDA BUILDING CODE Non Hi h Vetoci HUTr)cone Zane $' : CAS "•9 '. FLORtlDA BUILDING. CODE (Wan Nt h V•lac :. NuFTlcone 2artl T - nvTAra axi CarxA,M f1beR - ` _ - i b`% - 24 GAIN GALVANIZED STEEL STORM PANEL - {Non High Y61nCt NUFiinlTle Zone) Q tAUWMleita6E Cunn.,W GmY - 7 a OTT S In - so mTF�o' 24 GAGE GALVANIZED STEEL STORY PANEL `'"- ` ' ° - D. - NEST ?UILDING CODE DP0'N! T6ttY;O. 31C.. F.P. iaMtewas 2 TM ' * o29M MIECO, NC. FJ. AraIE ORDAQQ:D,) _ iamaR ;-q'. STATE0 - = vr t. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 2 * . :. y, �, .•� S _ FLORIDAD DA 24 GAGE GALVANIZED STEEL STORM PANEL. ...�•» 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. i.Q STATE OF �'2 _ ®i1WN en 3T - - 1n/»/iv2e PRESSURE PAPNOS {R•s.P) AND PANEL i£itGfNS AS t' * i,---.+ yr/»/mm y•' Z _+'!� __---_-°"------ %pr'' `LDR14P • - IL ECOIwc. GLOBAL PROTECTION PRODUCTS, LLC. a1Te PER ELEVATION ON SHEET 7z 's o',. gTATEDs�-�s'r- � - ( Arc. GLOBAL PROTECTION PRODUCTS, LLC. D.E DESIGN PRESSURE RATINGS [P,a.r) AND PANEL %,oi :�lpR ��ASE.C.-07-Z, GLOBAL PROTECTION PRODUCTS, LLC.1 9s� - i - - '+ - _ LENGTHS AS PER f1E1SAl7ON ON SHEET 12. -- - (v TIWT resawa . sNw«EdINo c f4P 4Ig0 L si STT.rT _._ .__.__ j'Y _...____. _. �.._-._ _.-__. _. \ �� , ( �. V NYty G 2. FOR NEWWOOD FRAME CONSTRUCTION WEX)Q gs • +mv Sw, b, STREET '+ ' "zwiy /ONAI `•, `� "NN"1tlb9''°"�'"�,W0i-7 n. 31354 20-1.75 D -' i tdsA TEsnl , v WMr.1 i..� t,4Dgi sw. 5/ sriR11o.9n i.tm r Nn„„ mf_rma, m_im1 PHtaE1 644 -76M• FAX: ttt3<t -d7e7 MEMBERS i0 EcE SOUTHERN PINE Nv 2. W/ SPECIFIC : :,�Q,fi'. ,.!'( Rlfl ,.• -+ , MX£, W FAX, 2. FOR NEW WOOD FRAME Ct3NSTRUGitON: WOOD A l -ti%lN:lCOME, n. 31314 44t 151 AM 3M. N. 1w YA6 wA4Ew, wlI(xA. M A,N ! D19A1• 3 N,,;,� ,P„w,�,,tAOt) tP R' DENSITY OF 0;55 9R EQUAL. a •.' 1 •'' l ,.,w+ w.;+m. _.,_,. MEMBERS TO BE SOUTHERN PINE No 2, Wj SPECIFIC eNi14fv4H " I'b" a r A+a waw . a MIL, AIMNI +x.... im7 ftAa ,g. i&PH m±_iu, R1CXfL (9SAj6e9-751q FAX (1u4J�9-6T97 2D-775 )t NNI !/ 1Mar 7a6L isl.w¢. Fw: PMt mf<,ni i+H6tlE tsb4),10-75+6, ,Ae deb+ -e'mT 2D-t75 3 1l2• - P£ sm'- NAT73Kim—. LA-0006719 nv.,1e I+mek+ aal -. w>wKn w 9aA+W0 f! s�'� .„.Aja. _„_,,,:. W&5P1 A. TktIT Jf,. PL an S<.iw w f NL 4„'�F'""^ m/oATL.•••.,�-••,••,••-,••m•• P• am .... { } Nx +r AaweAax u7F w°r owlW'wr YM GNwINC A°: DA-aD 7a, i , 9NEn is ,d. DENSITY r3F O.SS OR E9UkL, wAXek min a� u.L eW i,-,u w i yHN¢r 19 aF 1e J RHLEt 14 W 1a T/NM'r Ai WMTER A n l A de., PE , au sa-,N a Pl. 9fJif9CNAtUgFIDA[E OA-ti00dTiR wa• ,r°,w°w wM fauw Nm+wr rN CaAWa1I No-. .. .. a - SHEET NO, SH 1.4 FFT » _.Ii a: p u. A EZI /18, EZ1Wi ANCHORS (SEE SECTION ED B ALTERNATIVE E21W ON SHEET Is) --El +•'-- MIn. /,., ?(SEC NOTE 2)-->IW'e "11 NOTE 2) tl 4X 1 F�CH ENO -- tL I-,-�_r-T./Sfi'p 4LUMRaJu _ - -__- '-!�'-T POP R4'iE: LAST PANEi TO OE IN57ALLGD AT EACH OPENING SHALL ALWAYS RE OI-t- -- � pROV10E0 W/ REAft tiANGLi 7CF EAGLliATE INSTALLATION I( INiENDfD TO BE INSTTd1_� FROM LNe1JE OF STRUCTURE 1/2 O O O O I I O O7�L, NTs�-,E5•-,. s4z jj 1 ___-r T,'>._.v_, 71 { .T-T_-- , t ',. ,--r , •._T __.r., . �.-_.T.. _ T._f OF -L' (I) PLF)Nj1tOB. OE cFR§ g zDoa: E-3 HANG STORM PANEL SYSTEM I (ENL. PANEi} 1 { t (WrEli, PANEL) (INTERIOP PANEL, (INTERIOR PANEL) (END PANEIj j j MAXCONStSl1NGGcx+t.. TRACKS TOP & ET}?TOM. ICE NOTE. 2, J, 4 ( i � I ( i � I SIEE NOTES 2i1 3. A (.2)ENO PANELSSHALL ALWYS<BE CONNECTED 10 BOTTOM TRACK I I ' OTHERWISE A STO+R L BE P'ROV40E-U AT TOP OF SUCH i d PANE!. tENGni PANC.LS. i N id aD.G �ak PA.r •`�/ IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4 d-20x9i'4" M.S. W/ 'V/8°R><•3{32" WING oL cD PANELS W/ 1/44-;xpya' + NUT OR T/d SxD/4" Trier, THUMBSCREW INTO TAPPED BOTTOM S.S. BUTS W/@ # CA g.AP ' �. TRAGIC. LOCATION OF FAS:ELN`ER$ MAY BE AT OTI4ER OF TWO -FLANGES (SEE SECTIONS AS APPLICABLE) EXTERIOR .AT Of END PANEL 1 L.-i_.�__! I__! y_., �)._l.__.,S =Q ! _- - i ,... !�_.....:,- 1 _i _._t_t - __-__ -. NNECTED T BOTTOM OF( 4)END PANELS O TRACKS(i.a NUSED OAT -. -... I--T I k.-__ I .r___-,_.I AT BAR IS ONLY TOP) AT LEASTTWO I j I i- i I! 'r! I I I PANELS SHALL RE CONNECTED TO BOTTOM TRACK USING SPECS ABLJE. CASE, CONNECTION OF rI-1-----7-oj-(-r--}-('-'--;--E-�-(---'#----{-,--j-f--{----�--f��'--j-j?�Y+ INDICATED ON NOTE ii IN SUCH i11 1J_LL-1_,.!_LI-JJ1_L_j J_L4LJJILL.J ..1. "'LAL..t_J.- $i_,l_-1_ L.L. J.J111, L J J_L_L J J1S. PANELS TO 90?-ION TRACK MAY OCCUR A; ANY PANEL LOCATION. �.. 1 uax a SEE NOTE 4 @ M,- I. -SEE :_r� /( ,SEE t' sL'n t INSTALLATIONS ONLY VA.Ur? FOR VANA NOTE i W kart 2 : SPEED UP 10. 170 AA CNORS .-(SLE SECTION E21 & ALTERRUTNE E2rW ON 3eFf Ta) tit/LB, EZ14y/18 TYPICAL -ELEYAIION FOR C E-Z HANG MEM PANEL 9 S STE (t) • 2.Ba7'(MN rNERLAF I./A" wale GAP -1 Wi VAU. Y) Cr% MAX. GAP SECTION SCALE 3 32"=' yyQ',:•'• EFLORIDA BUILDING CODE Non High Velocity Hurchcanb Zane 0. 44167 omw rKrrm, 24 GAGE GALVANIZED STEEL STORM PANEL I�G G ONE GLOBAL PROTECTION PRODUCTS, LLC. STATE U "-` ,sac S W st s+raFT 'p " TttLrzp rcmw.. f P wA xX W c' mxo. a° ura DAL IL sa �c 7 ..... fig Mom. rxe X t .n.tk., wwne Rs was-rs s .gX. rAs ama-X,s x0- t as 1U„FOE+u/LI+IE pcn-oaac7tc r.�w".r renew onAWaroere... a �. W.TER A Mtn T', ETP.E TIP ax-,ax a'ah@lltaHLi H9ENrET tF DF rig ENG1(-dt_EPiiING EN131NEERiNC3 EXPRESS-0 PRODUCT EVALUATION REPORT September 15, 2020 Application NunIba.I,78..6_%_1.- R 2 EX Project Number 20.31543 Product Manutacturar. All Ainartcan Shutters and Glass ManufachlrerAddiess 1540 Donna Road itVest Palm Beach, FL 33409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requ-cements of The Flows 1 and Professional Flo r DepartmentD eusineasa dRegulation (Florida ComlNssion RuleCha e ag ( 9 ) pt 8 G-3.005. F.A.CG. tot statewide acceptance per Method t d The product noted above has been 1 20 ) R P ( tested and/or evaluated as sulmnanzed herein to show compliance with the Florida Building Code Seventh Edition (2020) and Is, for thepurpose intended,. at least equivalent k1 thatrequired by the Code. Ro-evaluallon of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data. PRODUCT EVALUATION DOCUMENTS EX drawing #20315430tted'24ga Galvanized Steel Storm Panels (li & Non-HVHZ)", sheets 1.5, prepared by Engineering Express..". signed & seated by Frank Bernardo, P.E, is an integral part of this Evaluation Report. It TEST REPORTS Uniform static structural performance has been tested in accordance with AS 202last standards r test n TAB pe repoi #BT-ASG-17-009 by Testing, Inc, Large mosile impact resistance and cyclic loath performance has been tested in accordance with TAS 9 nap cY n9 201 and TAS 203 leststanclards per test repon(s) #8T-ASG-17-001 by Blackwater Testing- Inc. . STRUCTURAL ENGINEERING CALCULAMNS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or raillowl analysis to quality the following design cntaria: 1: MaxlmUm Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation C Anchor Spacing 160 SW 121" AVENU€ SUITE 106, DEERFIELD BEACH, FLORIDA. 33442 (954) 354-0660 1(866) 396-9999 TEAM@ENGINEERSNGEx PRE56,COH ENGINEERINGExPNE55.COM ENGINEERING Page 2 of 2 All American ShutterS and Glass - 24ga Galvanized Steel Storm Paneis No 33% increase in allowable stress has been used In the design of this. product. Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resstanchas been demonstrated as evidenced !r previously listed test rePrt(s} and is accounted rot in the engineering design of this product. Mod Load Resistance This product has been designed to resist wind loads as indicated in the Span schedules) on the respective Product Evaluation Document (i,e.. engineering drawing). Installation This product shall be Installed In strict compliance with its respective Product Evaluation Document (t.e enginearing drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (1,eengineering drawing). Limitations & Conditions of Use: Useof lhs product shall in scaccordance with the respective Product Evaluation Document Le. engineering drawing). as noted herein Ail Supporting host structures shall be designed to reti oil superimposed loads and shall be of a material ksted in#his product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. is which a installed shall b e protected against Corrosion. contamination. and Aliwm an WITI re permanently n h o rt a «as Port pa N R 9 other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, f Frank Bernardo. PE ENGINEERING ExPRESSN I PEO(Li 1 C'en Auth. 9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (1 354-0660 1 (866) 396-9999 TEAM @ENGINEERING Ex?REss.cOM ENGINE£RINGExPRE55,COM r I/A n-f Na�Sli¢�nf I,�ry _old =f 4@tl D r °1 4 H C 3 xl V--iJ+1.s11 p x"- )1 n FI : TypL ZFi�`¢l uF - ' - .rnerrw >4R rxrnse vnF ^'" yga t34thY'F 1Y12 - I+LL 1 N.Cl at "� l ri47 AX�� T'F O U C _. O Nie RdM ,_. Yap xF ;L W � n wt e H w u_ r>. R Y< s Q_ 4W 3 - p T a_I LL' ih y.ten. ])JZ - x' :ww I I w r 3 - Gn W t. h C IF .+:iLLLL K..iut , w rryV:=n;; - L` s r r U fD I r F` �tl a- H - _ 1 - f t , fi L_ .,per i.aco- 1C .- . ,xu rEv f _ I _ r Y / HouNnrTi.Exrn .11-st❑rvs :..N±nuvn, _ r T_ �� 1F t.f1 F �r C p h rr, �ii r i $x F -.. I. @u- i4 F e it. still n'.: T -�z - Ji ppp tr 1 r`1 rt. ,. -fi rr 21 fCIL11X;/RDORNPUNT SEiTtDN .. J,q LU J L :'I 'IM,nI m w ,1 - �3iTIIN.[ ( HALL kv I c1 al ll`Lr IL11 'LI J:_IfN. 0:11Lp C �.l TV; _•,T! O F T _ WAIL MDUI S_CTiOH ..tt -.f^.• - Ui a Ant +, -. v r - IY' �, < U • v__JJv , tl rw�'. r'.� :� L_ tTi n "-• ff ,.Pf - £ F., IT T N. • ^r :R 1M O m rnrnN ';^rstr_-r.-rrr'� 1ruL mnr vnAv F'"` _ITC L1N , W &TE E2 I C .n 3. II ryL kJt I Yt T"'hi� a J g L1In.nl..^nir B 9 to L L• f (l t E� e g 1V-J 4 i 1.1 Y ` ) FNM1 a L:- yR5 11. 1 r}n i • � ip rEli:.•:I�I;iiE d� xi 'y gg -t,.0 e.xJ S re = R A T fl 5 r1" XNNra@MAIW PE 1PX. N J911P1NRF T .DIG�u. •I[F_ 20-3I543 �.nry .vEXi - - t`- .:`r. PAea PPICREPTEAX• t"Z 'r 1' Lv,� EH C �'Q,L y'' „ 1 _ CCU a !�l OFTIONALTOP/BOTTOM C10SURE ❑=rAtt i' . • eF^ 1 X BCF F p? ,•I r r'Ar. NINi /l lit xrMn@xlcl,fufu P/K K/J@UNS=# x[AItlI iH.l I[fW E:l INSTALLATION L 1NTO POUIRE"ONCRETE. CONCRETESTRUCTURES $ d t „EXiETING Pouri }`�C@NCRE-I OR ' -1/4'e TAPCON CONCRETE BLOCK f ANCHOR @ 12D.C.. { i J T '_ t,@X i" HEX 1EK YK)OD FIEADE?_ i' i _�54x1' HEX HELD TEK _ ___- - 9 12 _,__ / - -._v 4- F I': SCREW @ 4" FROM ANCHOR O 12 A.C.. _ SCREW Q /4' FROM REr3UiRE0 ANCHOR EDGE OF a� t _ LODE OF 7 �y F I_- C ' 1 a/4Y B Y II i N sE. ak.T9 a t oat/4' d.G .: t' Al' R CM?a i( { 1/2" A9 Par Al. B ,.. _ I I 1/2, T' Min, ^^gD Y 7 a t" NTn, I ...I FXISTRJG 6 AI r OP GLASS j i A1],IB.d Exts*iwc (flPARATiOHl. 3/1D'9 'TI 'NUM POP TO S �r POP I OVSS GLASS 1 I ,°'^ -UMINUN qq I { ) RNLI - ){j(y Va'.-Nk.t A # R Ga0LT5 W t IT..... ..__. --.. T PANEL LENGTH A R N 1 i 1# _. _ ..... .... .( PANEL LENGTHIT- ...._--., a , B 1' Mi 1 E R-SEPARAITLFi ! D 1 Min i _..a•0_'20x2• h TO GLASS. ill_- E RAIO i : THUMBSCREW DSOX 0 t SOt R I OF TNUMaBCR£W' It It ED 1/2 jtvi ' '.. ,r)". TAPCON ANCHOR 12" O,C. /a's TAPCON 2'ra° WOAD 1 €ATSTTNG P+iUSED -PLACE ANCHOR 012` O.C,. -"CONCRETE OR ITT ' _:. -x/",✓'r' CONCRETE BLOCK � t 7 REDUIRtD IWOUIRED, WALL i101i WAIa,Ot�NTINr SECTION EZI ALTEBHATII+E E21W SCALE 3/8='' SCALE 3/8=1" t :;Nit- d � �y r c FLORIDA BUILDING CODE (Non High Velocity Hur'rtlsona zono} NOTES: ?,TENT PANEL LENGFH . 44I = .2m feTrx.'o. rs. 1. INSTALLATION ARE ONLY VALID FOR MAX. A_S.D, DESIGN StHAl.t HE 2'-6" •k • TE' •: *'s 2d GAGE GALVANIZED STEEL STORM PANE! PRESSURE RATING i/- 4OA p.s.f. AND 8'-0' MAX a �'•. -�, PANEL LENGTH. x STATE is _ ____ / �. IN. \ GLOBAL PROTECTION PRODUCTS, LLC. -. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Lip@: , �i QI'Tt1� �1,"y,G,s w'4TtsTINo ENerNCERIiP6 CJ#NtPANY twAx- n., ssJ1< �. ae,. a s.. ax .wm+v uroNFL Ter« `rM.,F , 20-175 MEMBERS TO BE SOUTHERN ONE No 2, WJ SPECIFIC 'I'Ar S/ ' �'Ri Av,`( . ±aa1 in ,s,,e - pmY AT'.-,a1r PrmF,E, t9mF)eh-xsa6, aAx, ta.41r4a..aTAy �' / DENSITY OF 0.55 OR EQUAL. 9aNNnNlka ,YGpMtIHTC/dATE a ,, +misrasrawrr P.E. ,a f><e,r m s AfaE[4 1B ar +s. ♦4 B2 z f ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS HVHZ & NON-HVHZ WIDTH UNLIMITED IFERP, TO PANELSPA,N) TOPOU' N N M NT CON Yp T . TYPE AS '© P.Y<4 ) 5 'TIo s 1;4 N 6-- [CONH7Y.,. AS REQ'D) LmaX {SPAN ABOVE 57RUC1TON) BOTTOM J _ w .Nr (CONTYPE ASRE4'D) z E b o -oEs~:-tR cn N ��x�0 (LOCATION MAY VARY) maf`q� 2°-� n TOP MOU NT L ItE /CONN TYPE AS REO'11) YTrdr(I MOUNT (OONN Lena% (SPAN BELOW TYPE AS REq'[3'j OBSTRUCTION) PANELS MAY BE RIOTCHED A5 RE12UIRED OPTTONALl4,-2DSTITCH BOLTS WITH WASHERED PROVIDED THAI DCJNNEDTIONs AND ANCHORS ARE USED WHICH $Xr SFY WING NUTS FASTENED 9 SPAN$ ABOVE a SELDW065TRLICTION, - OVERLAPS G MIDi LOSE APPROPRIATESPAN TABLE) VERTICAL MOUNT ELEVATION / 2 NOTCHED PANELS 1 N:TS, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: EP C 24 GAUGE PANELS MINIMUM STORM PANEL IEFARATIONFR M GLASS F !1F 4 I XIM iHNru WIND ZONE & ESSENriAI AG i E- -}MAUM . ' DESIGN I ALLOWABLE 1NSTAUAfbH5 EE5ti JNSTAtIAiIO/S'RPAT R . NRES.cti RE .. i iRSr) iSPAN ilmax7 MAN31PABOVIEGAADE iHANttJASOVZGAACf 7 t: Oadrl :kB a 3 l >1-35 f 9A1f Y1 ,n KY9W x, '_*.Yk 4n 406 m t6 Li R so6 Ih 3.161n - _. 6081n -...- 735 A .... �JWAN �>i:HtUULt NU i tb: L ENTER SPAN SCHEDULES W nH NEGATIVE DESIGN ECxaO t PAt4EL FASTENER SPACING TO DETERMINEA STORM PANEL SP,S RULE 155 ALLOW ALE M SPAN, SCHEDULE 1S ACCEPTABLE FOR USE WRH POSTTIYE LOADS. LESS THAN 0R EQUAL TO NEGATIVE DESIGN LOADS, Z 'PANEL FASTENERS' ARE STUDS USED IN CON1UNTMON WITH ALL MOUNTING EXTRUSIONS (°Fv"TRACK. STUDDED ANGLE, ETC.) USE 6,25' O C, PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- ARID "U'•HEAOERS (INCLUDING BUILD OUT CONDITIONS) 3 WEAR INTERPOLAT9ONaE7WP_EN LOADS 15 L ACCEPTABLE, 07NERWISE USE Nk"XT HIGHER WAD. GLASS SEPARATION NOTES: i, BNT Lt SPAN. SCHEDULE POSITIVE DESIGN LOAD TO DETERMINE E MiNIMOMALWWAaLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2- SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE WADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. TNT 1 TION IDS F THE HVHZ AND O OF ESSENTIAL 3. FOR S ST S ZONES O OUTSIDE FACILITIES IN RS'TM WIND ZONES 1 THROUGH 3: THE'vtA55 SEPARATION SCHEDL1l - IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE' PROTECTED OPENMG IS R IRED. 14, mul^Z"'%"" rPN@KL+ErIN40.00 @E i Pe`te+TG 14 -A 9a85 MAXIMUM ALLOWABLE rnN6 `•'-f�"" Frame _ DESIGN PRESSURES:' iti Jl 7o-i a 3' AS NOTED IN DESIGN DESIGN NOTES: �AS SCHEDULES POSITIVEAND NNjEEyGATIVE DESIGN PRESSURES CALCULATED PER W.n oz. SQpAR4ZE EIVG, INrf NG TEN ACW AEMOCE 4MITHTNE y� p k Nr G NG CORE �Pi URE UI E E S RE M RNI I . E❑ E IN C RD WriH ME a. AN GHARi D T RM ED IN AC 4 ANL ER a L509 OF THE FL(8R(OA BUfEE I CODE$H LES6 THAN !rt 0 DESIGN OR EpVA.L 7O THEE VEORNEDHER DESIGN PRESSURE G1yPAC[iVM1ESI.IS7ED NEt1ETM1I:FORANY ? A' <1@�ffi ASSEMBLY AS SIiOWN GENERAL NOTES; Eq� ^� I. THUS SPECIFr<ATION HA4 BEEN DESIGNER AND SHALLBE FIARiCATEO 3N ACCORDANCE WITH THE no0FTHE FLORIDA BUILDING CODE i� a W SEVENTH EDITION (( Oi FDR LIEETN61dE AND OUT6LOE OF7HE NVH 2, PER p iAS 201,203,ArlD 2D3TEST PROTOC4 L5. CVRTRACrOR SHALL INVESTIGATE AND CONFOR M TO ALL IA<AL.011I CODE Are' E MOMENTS WNICH MAY APPLY pESIGN ORITERlA 9EYDN6 AS STATED HEREIN MAV REQUIRE. ADDITIONAL SIT'P-SPEC.IC SEALED ENGINEERING. 2, N033-tj3i INCREASE III ALLOWABLE SIRES$ HAS BEEN USED I N THE lesli OF THISSYSTEM. 3. THE ARCH1- T/ENGINEER OF RECORD FOR ME PROJECT 2UPERStVCfURE WITH rT1HiCH THIS dESi$N IS USED $HALL BE RESPONSIBLE =OR THE 3NTE60.ITr 9FA1.L5UPPDRTIHG SURFALE$TO THIS DESIGN WHICH a ' HALL BE COORDINATED SYTHE P"IMI 111114g=.1TOR, 9 SEPARATE'StTE-6PECIFIC' SEALE0 ENGTN EERntG SHALL BE Rp IRPD N! R TE OM LO -� DEFLECTION e 0 - PA S Cc ER Ito pRdE Ta DEV1A FT A 1 . R$ N Ak IEREIN.<OtiTA.CT'T SPANCALCULATIONSAs iSEHGIREERFORALTERNATE 4A BE B uIi Y R _ S. TM AILED H E IF Etl R[t J Does'JOT P@ vine N. �.' Y 0 J I INFORMATION FOR A aFEGIFIG E. FOR'51TEGON DITIDNS DL4EREHT FROM E CO WI OHIS DETAILED HERE1N"A LICENSED ENGINEER O REGISTERED M In R AOFJU €CT $H ALLRR' LTE.SPECIEIC DOCUMENTS FpR USE IN :I OI. ;C {W� THIS 6, DESIGN PRESSURES ruarEri HEREIN AREi ON.MAXIM UM TESTED 61 NC -'Tali L't3Try AES NOTED HER ata i MAY BE INTERCHANGED'AS FIPLn E MOUNTED VERTICALLY OR EIN SHALL 9E EMBF_DPFD TO fLL ALL CONCRETE ANCHORS TER LETO INSULATE ORP qUi ALL LA R PREVENT]ELECTROLYSIS, D9 D 7 VA LIDATE STRUCTURAL DESIGN AS iEN NtERCONTRACTOR,FALLCt al . GIN U FOR A COST & DA iAGES 5N5TRREUS iONl PRFACTICESRRY HD THAT ri & FEDERAL COOES 6 FROM 1 HEREIN, NO ADDrr10NAL iEWE DEC. THFR MART TO THIS DOCUMENT THIS CERTIFICATION LABELEdYVSTFI A,j1iN]MUM OF (L) LABEL VISIT ECALC.tbmfiii 8 o '$fr.1 n]Rw- .Frc A T •-3 d fH1 IJ ,A>- MXl3J-YI waT larelNEenN❑EXPir>�s calrvsro� � J-I R❑RAW IONnI.flRN9:1 fDRisbtIE9JLRC1� yul MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 'B 'gg3j tr x B � Bu8doul'U' MaAdar 0" TV (P' 23" 2r 2a 7 21' 24" It'' 2a" 2r IT 2MB a "U" ender N r3 d^ 28" 2r Tr Ir' 24" 27 2a' 21@Sb Sul. 24" 3 24" 2T" Ii" 3D" S 4" T t" 3e' 1Y 33' Q aVl ul" b Mo P'T rt 2a" 2 4" ZA' 3tY WB" b+i ill' 49" ? 4" 4' dB^ AW _ -N' b3" " Tr eck 2S : 25" iB' 31" Sr ;tIX' 2Y` SIY 31 S C' Stud M1NAII Ala 22" 22" .� iT' 26' 30' i" i. 33 22' 2B ti' 31' 0 Mount 2A" kt' 30` de SD" I ' Z4" 4B` 3tl 53' III' H4adw D" a'T' ?3"' 4" 25° 22" 24" D' 24 23' 2@' "F' A T-1,2W^ Z4" 2 4" lrr 48" SD^ 2S" aa" 24" 48 5D' S3" tl 1 aW Rn BI PAn w :3' 2 3' 2B" 1 i". 3IP 34" # ,• } 3D" 28 ' 3i' 7 33" O"Task 14" 28" 26" ONO t'@r¢Ns AT TOP 'r? WIT- Ai LI.I ii LESS 1IMI 11i h YlIP SN T#" iii aFS ITT Z NOt51AA4Y ivA,i l'A NE .I U XN PANEL iENtai1+S fa"£R'HiAN'1'+1hF rti!PP3J WR iNeA1t0N NY luB Yen ruP 4E">�ECRYE N@UNnfft"a DOHBTN+ti1DH naDVP.. 3 'SIB£ CJz,E IneE Rf^UTAfi. FDH n11 t i+Y},fl MnWYr3 CN TAa3' f 4'"".F. X"I@RE 4INF C[GSL•R. 5 49 k4't �L r r A•i i'.' � 1 A f nn PA TI fR aTr SPT M 90TN �n rrN TN G W'rr4[iuT ?`(LTG+<,.dQLii A+JD 2R$s tS,LS 91) ww !Tw PIANf[ fi ii tn5 x' I, A EN 4 S aw r, ❑51 r riT TTIPtx,... a'u r- ASP Y< %AMP-5 `aP 35' MtNIMU NC RNE 11 O THE CRMr b3TT AN Qr$N'fR'.0 6TA1L'K- USTt'K Nur xbtRmMN c;.,MemaNsJ+rrx EN XUV�DPAK41ki.S. f; 1OPTIONAL INTERIOR FASTENING DETAIL N,T.S, nNEL <N6TA _ u�°• ikrEruoP . l`! x L-MALY NE,nrPEVY SI TUU Wlw 5 ER€D wf rrnerur o I.K (LLTNrrC"[T}BPi157N HdtJNT Y e'r. L,sIDN ro AmA6Y'NT PANni 4 ecrTaM Ter Nt I t.JNN'rYT'F A; G�Hh TT£45 E'C 1 4? 1. - � EN<WR ANf Y.PS n: t'XRAv�rrnilACEEVI4EePE -M. . f?15nNG Eno@CeETE. SPAOHw O: tUL: TWc H+aww moD�. oR - 4ALU{v'@Ycr+,Nalk�itkr 20-31543 rnroD rnMxrN>i sANEL Ri AtOI aANEt aDrA2.EM T4 I:,n4S4 PANEtx OPTIONAL EGRESS PANEL DETAIL M ;>S INTERIOR FASTENING L ARoo.PP 7.990" r2.zsD,,, o 054 4O.DSo" ypy Yl ayslr,u x Na., h., - 4" 0,750" �,Q94i, E 'ar 1bY'o. �0,625" -..0 D9o C N 0,125 �.L25° Q g d L" " O'hj �.oY .a4 0:094. w TYP, is3 GA ;i.Y .t19�' 12D" iv u'; TYP m B -03 G.tl44'.e N '[Yo-2" ` ,D94 mH r+ ij i� M � 0 0S2 7 rtl0.662 �- �� � �c N 81 I d 12s• a 9 1.. 3 5. �.f. 02 7 D6a 2 dAo U O asz YP S 3.DOO 4 --I 2.O0. S4 D" I- w 2Aza'I z Do LL77 _. ]:18a" �ANCIF� Lid-PAH CLOSURE /�5741p. ANGLE F rrw'D'Q.=jS .i2t" �'H" HEADER ...ER. WILD -OUT HEADER (d1 �!" - k a rat r 3.380" MAX 3¢ ". A.317" 0, 1 „ Na 16 55• D,37s^' gg $: 0,365"-I 555" 9,19 a-: D046�5"- 0.376"-I I- q3y16 r- 12.500" PANEL COVERAGE �I 0.175"--p�ryII- D•�5'�' D_350 L.oD7° y ' 0.250" n D-545„ tl.5 4" 0.A50" a cw _ 14,975" PANELLENGTH ��., ��4 LA PAiff��. ' 11 OfM1ELT1pN ��Y I ` I, �o;Dao° t-11-D.agD' Fla.00noD9�v`NaMwD o its Does`o.7Lo Ro13s '� (!) Ira TrP. 7y 0.700• r/L n ".0-01IT'A TRACK T CX O'F• ANIYfP- IRACX IT Dr�1�35L" D Imo. iI ' + `•b55" Z -P urr IDN T_ {1 ,Al2y r � fn LLL.II Q � - RL>✓E4tiED. 9 F aP,an ,yv,LL 4� f ANGLE TRACH tFa`'IENDEDt A. OVERLAP D R v.0 / i •+ 4' MAX f: , LDANE"LflSUAE DETAIL 25" MAX. -✓-' 0.189'1 '- 1 1 ov . ' _,�­25=MAY, Mi H ., rt•,n a ILD-OUT LL.I n r Ia- a - E - Ja ';I.cmlx I;11 DISTANCE r_v Wrut nxr R. F 1 r ur I r, 1 t b 1. x T _gat R0 air r-rrt 1,DDD' a ro JJ = I)21 d ,L. Lb EhxSED B _ S000° ' , uTI r :r Tex l.p ttr:s- r�L rs. S -c a.0 c�rsr- s .m 5 OVERLAP Dalll xlJu 3.520' K i MAX - ti E () I NpIR 1. n INr ❑r A .a aTui `.i zs^ Max. 1 ITS �F - MIN J MIN. J. 1i1❑F! F FT J ,� � L� J eW thLJ.1� 4❑Oa' -T Y l I. t ':1wL{L g tp ryj_LOhfIERGbStAkF DETNt EhlHk'D i.- -a`+: a,. N .I u N1 'N l,l TPARTiI]UHT CL96UREDEIWL -, n 4 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERi 12 5''O,C: P1° - ffirm . �NE3�S�1�aFSWIaNERIE RE�l�1r��. Yyy�alaaa.,�� �e Inn mm MIM r, /.mil/ : / /%� ' %01 INN /i it i///, //i l r/ �T9�i//✓�/./'�®ii/,i//ice%/-rv//% - e - ttai6'eLCL'LraWriE�EE E� VIM 1= ME = i • " •' m � ®®lima i"I mini pp ��I I . i. Mez DE4GN AaONQA PRESSeRE TYPE l5F P l l P 190=1 i:RNI IW IIf t-It' a:vnNNP li) IILF-.Ilr CatlN TYPE@ C ODNp T1TE C 2 4 GONN TYRE '3 ll'c 2• EM8® Sri 4t- F - 41 rqr R W q--�� 4B H---fwaa�l''vP 52 72 12, 5 i 0 S60' i09" 2. 1 S T 60' 16D 73 125' 16o iE 67' A TITS +8 0 S6.p' eB 1 .5" 2 1 6 p' Il b: li 1 ]3 S' a- 148 D❑" o D 12.5 1 0 1601, 7 $ 12.5, 160' 147' 6A 12,5- _ LBO 147 0" i2.5 12 +b p' ib 1 0 ]b 1 7 ❑ a' " 69 Bp TITS" 1 5" 2 160 1 ❑ b 1 6 -0 7 .❑ 147' b,❑ 32 S '124" SEn 147 1.1" 1A¢ 3417d' e 11x1 rI'MrIO U a3 OUDaC 4 W nEW 1 #a sz R 12,5' 1 BO 160' 10] 12 S" itr0 121' "...D ]2 i' 6.CI08 62:' I TITS 1 A 191" 81 125' 1 Bo 9 3-6 7 12 S' 1E0 97 Sfi" i.3 2,9 Is.g ji IS1L0" goal T" 4150s46 1 7 0 64 S.b ° 12'S" 12.5"15o 12:5" 160 16 0 96 36 R.s^ s.a 9.6" $A! ]2 4' 12 s" 12 51, la 9 S6" P 6' TAD 91 s.s'. ii5xi" 4" A I-Ve [Mertr 33 TAP 5' 41 CR1P'PFA 49 .0.41mosom SL 7z 1-1:5' ]rolllEroll 16,011' 12:91 SiloViloll 115" 12 5" ISO J0.2' 1 .,,5 Ifs 3 0 4 ,3 12: $ i6 0 B 2" 126` $.2": 1SrR ,WoAl 1IS 16D It,4' 12,5P 160 91^: 123 Y60 9,t.°. L2 51 12B 16.0 las' 1 41" 12.5" : aS"16o'9 1 0 9::1" " 2S" 1 ,3 360' 91 " b ¢ 41 714'x"6"= EEp / Ef1 .,? :I di All YIFin HtlttH" Fit W p tllG N5H rta 5 E "'^^"• 72 t5 2, 160 86" 7 3 12 z-5' 15S 6.0' S.1" 12 S' 1G® S8 a.5- >-2s 1so' To" ss xz.s" 12s 4 .a^ 4,1" 5.25' az4 ae 41" f2,5 154' -.91' S 5. 0. 6. 5'. 2 123' a.7" d: 0 6 .25' 123 a. " 4.0". iZ.S �' S " 1d2 .S 4T 2"1a3 6. 5 4 J a:❑' 6 26" 123 4.❑" 4F fi25' 12.3" A7" 9.❑ B:25' 123' a.T" 4.p' 625"' 123 4:' 4.p" ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES DES MAXIMUM ALLOWA LEAN LHat SFCI G. MAXIMUM ALL0 ASPANSA AND ESURES INDIC ATED IN SPAN SCHEDULE SHALL APPLY, ENTER ANCHOR SCHEDULE BASED ON. PANEL FASTENER SPACING THE EXISTING STRUCTURE z G MATERIAL, IS ANCHOR TYPE - 56-EC'f DESIGN LOAD GREATER THAN 9R EQUAL70 NEGATIVE DESIGN L ON SH ER AND SELECT SPAN GREATER THAN EQUAL TO SHUTTER SPANSELECT LOAD LTTT PA T N [7R R CONNECTION TYPE BARED ON APPROPRIATE MOUNTING CON�'6TTTOIV (SEE MOUNTING DEI'A1L5 ON SHEET 2 FOR.IDENITIFICATION OF CONNECT ION TYPE). 3. ' PANEL FAS7ENEP.5'ARE STUDS USED IN LON]UNCTION wrjH ALL MOUNTING EXTRUSIONS "' TRACK STUDDED ANGLE LTG USE5.73'OC PANEL FASTS ERSPACSNGTABLE VALUES FOR. tF N V ALL"H°-AN4 "U"-HEADLERS HN0.UOSNG t31IiLD0UT LaNbiTION$} 7 NINAU EMDEDMFJN GE 5T E Ex WE557UC ODFOAM BRICk AND TH WALL: l3NIENES mV'ALL FTN35H ES 5[:1ALL BE Ur41TC2?TCT LTA MA#OR SHRLL BE VERIF1Eb 8Y DINERS t0 N r AD TELY TRA SEER LOA[i570 HOS STRUCTURE 8, CONCRETE CRETE ANCHORS NOTED HkE1NS ALBE EM-BEOPT.O TO N�CCKCf. NGRETE ' LY I. WHERE EXISTING5TRL5 WOt7FRAMING,]EXISTING CONDITIONSMAY VARY, FIELD VERIFY THAT fiSTENERSAIEINTOAG ATE WOOD FRAMING MIEMBERS, NOT PLYwOQFASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 510E CLOSURE PIECE, 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMINGI,FASTENER SHALL BE LOCATED GCENTER OF NOMINAL T X 4" (MIN) WOOD STUD (t" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING), WOOD STU 1) SHALL BE"SOUTHERN PIN€°G=0:550R GREATER DENSITY. LAG SCREW SHALL HAVE PHI PAN HEAD OR HEY HEAD, 11 REMOVABLE ANCHORS ARE DE�ALT PANELMATE ALL -POINTS SCUD-S -ET a BRASS BUSHING RE A !3. F/1ACHLNE'S'J@EV5 SHALL HAVE 1 - " HSMUM ENGAGEMENT OF READS INTO E BABE v /2 MI THREADS THE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER MEAD (SIDEWALK BOLT) U.N.O. 13. MMIMVM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 1.4. � DESIGNATES ANCHOR L"ONDI ION5 91HICH ARE NOT ACCEPTABLE USES. 15. �C DLRECT MOUNTING GAND1710115_ 16 LINEAR INTERPOLATION IS NOr PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L35TEi THIS SHEET. I a --A N N Cn Ca 2 a --A U - Q- 0 ca (n (QiiiiiFn O 0 O O Cx O W O III U_ i CIO cTC O N � L- � I �AJ 4'1"�• .� '-4- vJ rQ1 Q Z Z W J N ciii CL) 'SJ C111,o W • 1S r' i O C.) C� 'G /n ill C LL p` EO C C CV L C cc CV Y aE y � O C cD •� m • V A1X C CM N r C � O a � Cn W v I �r V O L c- 0_ tU eO i 0- W W LE I c C z Z Q ^J SHEET NO. SH 1.5.