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Home My WebLink About6688 Back Forty Loop0 Cr O 0 4 cp rn le V V a E v_ E 0 92 i is 0 0 V v 'V n a 0 i 13 D V N n r D 1) z g 0 n INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 7 ROOF FRAMING PLAN LINTEL PLAN & DETAILS ABBREVIATIONS -- — — SN SN1 STRUCTURAL NOTES DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius -- - -- - -- - -- --- - - - - AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. AFF or A.F.F. Adjustable Above Finished Floor FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT Recessed Receptacle S4 DETAILS - - - - - AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator S5 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing - S6M -__ - - - -- DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round - - - - BLK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening SS RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, RISH or R&S Rod and Shelf D1 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core - --- - -- - -- --- BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WP WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower - PA1.1 -- _ PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height SLor S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir n 0 - PA -- PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) S r� o��oa�oo _ _ _ - _ . COFF orCoff. COL or Col. Coffered or Tray Ceiling Column ILO In Lieu Of INSUL or Insul. Insulation SQ orSq. STO Square Storage 1 1 u 1 I u SH SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL _ - HURRICANE SHUTTER PRODUCT APPROVAL COMM orComm. Community INTorInt. Interior SW or S.W. Shear Wall El a000000 COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. CONTorCont. Connection Continuous KS or K.S. Knee Space LAUNorlaun. Laundry TB TEMP or Temp. Towel Bar Tempered El E:11:1E] El El El SH13 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken 0 101 - - SH1.4 —_ - _ - - __--._ - - HURRICANE SHUTTER PRODUCT APPROVAL CTorC.T. Ceramic Tile LForL.F. Linear Ft. TOBorT.O.B. Top of Block D or D. Dryer ILL Lintel Length TOM or T.O.M. Top of Masonry SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas, Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window - -- -- --- - - -- DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) - - - - DS or D.S. Drawer Stack' MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam - - - - - - DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof I Exterior DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/ or w/ With FOR SINGLE STORY HOMES ELECorElec, Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Etev. Elevation FED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WDorWd Wood MEAN ROOF 30 FT. HIGH TYPICAL EWorE.W. Each Way PKTorPkt. Pocket (Door) WDWHDRorWDW.HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLTHTorPit. Ht, Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Fir. Finished Floor PW)R or Pwd. Powder Room REV, 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors is the intent listed in the of these 08/23/ 12 1. 00 NEW BASE PLAN d that documents that these documents be accurate, rovidin Licensed ,providing Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 07/30/ 1 5 1.1 2015 NEW CODE UPDATE 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 05/09/18 2.0 FBC 2017 CODE UPDATES 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 12/19/20 3.0 FBC 2020 CODE UPDATES Office at(407)880-2333immediately. Nobackchargeswill 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 2074 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. C1*2 o dL O W L L Q C eoyN m Vf to O L •y 'fl C'V � 4 C'4 d d� ova 3 m .d v d L CD 8 E ,� c+7 a � � cv w H-u cV 11 Z L/ ]-u 7 M N O CV N O LO y9s s" v F� r• E. 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 bearing Engineer's signature and seal. N W TE O M 3 N CV O 0" ni 0 N N co co WNQ� 4 C M V J w J w n. (� _ w a wao 0 Co N O 0 W rn m w Z IL IL � M Z Q ZN OU W 0❑ V M � z N o o z ID � o J N N z a--+ t p N w V // v J Cl- N U E 9 = w Q N �1� � J< W M J Z ¢ O Z LL (U ¢ wo O >N < N oQ E oa P r--- (d x o w 0 o U D o 0 E a� wo &< ww � w L r6 WC ¢ o z z< W 0 m O O� <W 8 Z 0� aZ W O ~ 0 o ° zl< a 3 'M O ui rn 12 C7 ^, W L 00 CID LO N C- Ln Q YCN °o N n 1i l/Cr c / T m �--+ LO ILL 0CID c� O m O oC14 L) CN Q 00 N r— E c 00 � LO Z �a C v; Z E r (n `m d E U 0 Qj Q p c J JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. C S VARIES, 2" LESS THAN CABINETS BELOW MIRROR � VARIES 11 w / EO a / MEDICINE CABINET `r rr � rr Owz Oa a O > N y> M co M 0 M 0 <V of c KITCHEN MIRROR 0 00 Li a O. BATH IO 0 I7MI, III��L_ i 1 KITCHEN 0 0 Cl) BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR SHWR. SHWR. CURTAIN HEAD ROD 0- TOWEL BAR ON WALL ABOVE TUB OR SHV TOILET TOWEL BAR ON BATHROOM WALL SHWR. 0'- I VALVESo TOILET O SOAP PAPER O DISH I HOLDER 4 o m N TUB DOUBLE RODS u I 12" FOR PANTRY SINGLE ROD Is 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHAN GS THAT EXCEED 12" MAY REQUIRE A SUPPORT 0 BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE q 60 CABINETS - io Emc� w 41, O 2x n h °p FRAMINGo .a 1/2" GYP r `r �? BOARD - r 0 N o 80 4 W BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING VvISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE -� TO SECOND FLOOR DRYER VTE HANSON BOX @----' 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z w PAD OUT nz¢. U < Q O� � U LL U ao W > W A 00 o 12'-0" 13'-0" 8'-3" AC PAD OHIS 35-SH ■ �; . - - - - I I � - It -- NOOK - F-I K LANAI - _ „ 8' 8 FLAT CLG. II 8'-0" FLAT CLG. I AFF I� b TILE - - " 12'-4„ I -I 6068 SGD -- I I I I I i I 'cj r IN - I -- -- -- - j j - II II IL T rn I W- - - l - IR T ---- , O j z- 00 FAMILY r-- o 8'-8" FLAT CLG. I CARPET -_ 2'-11„ _- I j II TT C H E r 2468 - - _ ! N 1' 0" TILE �. -- FLOOR G.T.--- - 6 t _� ILI CV - - 5'-74" - 3 (3) 2x4 #2 SPF 2 (�� DININGin - STUDS w/ (3) 16d GG -- 1 NAILS @ BASE 8'-8" FLAT CLG. - S3 0 CARPET - - 3' 3" 42" H 1/2 WALL OR RAILING PER - _ _ - SPECS -FLOOR G.T. - - - O U (3) 2x4 #2 SPF f I O N STUDS w/ (3) 16d ,0 u- NAILS @ BASE - - 1 - 4068 ARCH -- \ /� / D R - - - - -- GG - D.-- -- S3 1 `L4'rO YY - -�,�- 8'-8" FLAT CLG.--�- ! s� -- 3 2x4 # - O 2 SPF - - :I TILE - - -- STUDS w/ HTT16 - I m 00 - - TP- --- PE INK --, q !I AT BASE • CO FOYER =-- - LAU N Q 8 -8 FLAT CLG. - - - 8'-8" FLAT CLG - --_ _- S4 TILE _ I _... H 1 i , _ r I I I. i. I _I ...Ix -.I I I I I I I I I I_ SW I TI f TILE -- - -o -- - a 4 0" W.H. 4 �- r ----I--- - 1T-10„ 10 { -- TO 35 PROVIDE APPLIANCE EDGE SLAB FWALLL 2 �- D1 BEYOND - - - PROTECTION WHENBUILDER REQUIRED PER FBC NOTE: FINISHED WALLS -- 0 _= TO BE FLUSH. FIELD = o 8'-8' CLG. A.F.F. G.T. VERIFY. - I --- --- - --- --- -------- I I 1 - -t - 8'-0" CLG. A.F.F. W W JENTRY z o f _ _ _ -54,��-1 '-0" FLAT CLG. AFF ° m�--_;,ATTIC I +,. GARAGE ------ Q =1 ACQU I. v �- L - _ _ _ _ _ J >O3 8'-0" CLG. A. F.F. o TYP. @ SINGLECN STORY 4'-4" 1' 4" A (SEE AA/S3 FOR S3 STEM OPT.) r------------------- I I i --------------I I I I I I I I I K I I I I 1 S4 TYP. @ I GARAGE I i O I 16070 OVERHEAD DOOR 16'-0" 5'-8" 19'-4" 25'-0" 1'-4"X1'-4" "L" `SHAPE CMU / COLUMN (V co J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL m LO Cl) O CO r 1,-4"X1'-4" "L„ SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E 50 H6 (2) - 1 3/4" X 9 1/4" (2) 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 © +28.3 / -37.0 �E +26.6 / -29.1 �- +26.6 / -33.5 SEE SIN SHEET O SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182'X253 S.H. 13 20 X 381 181 X 37 4 S.H. 14 20 X 50" 18' X 50 S.H. 15 20 X 63 181 X 621 S.H. 16 20X72 181X71' S.H. 11112 271/4X26 26X25 S.H. iH3 27 1/4 X 38 s 26 x 37 4 S.H. 11-14 27 a X 50 g 26 x 50 S.H. 11115 274X63 26X621/2 S.H. 11-16 27 1 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 361 X 25 112 S.H. 23 37 4 X 38 e 36 z X 37 3/4 S.H. 24 374X50$ 36�X50 S.H. 25 373 X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 z X 25 1 S.H. 33 54 X 38 $ 52 1 X 37 4 S.H. 34 54 X 50 $ 521 X 50 S.H. 35 54 X 63 52 1 X 62 S.H. 36 54 X 72 52 i X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-A SCALE: 1/4'= V-0" ne R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" 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. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) JR-11/R-13 KRAFT FACED r�_ o =� r o -v a cc LA_ N M O � 4 ACID N 3% Q-� c c - 6f r CC 3 � N tC as S1 a .3; a� CM fn G- a � 0 C"M CV 0 CV GV 0 o f: 7G' _ jz e ) i. NJ rya To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v11- E 0 N CV 6 o - W N C9 N +`� n J /N Q a) M V' 25 LL C -! 2 LL w J LLB 55 n. m � a en W P o oZ,n� oYy W - °' �' m w J LO = N O U < c00i W 0❑ C7 Z N M o z � N z � � J - a N N z C0 0 c LU o '1� • U owo t/t � U _ E 8 I = I' s U o CD o z w M y ¢ Z a w O zz z o E uz zp o U �Q �� °o Do Oz zO F L ¢ � U m O OF � � m �' 2 <z O <� o zZ Z O CA')'' T ; > az N W W (]O < �� - �J o Z wa = F Mill C".1v 10 ao o3 N O J O �- C rn CU CU a�s.. 00 (D Ln 'r N C- Ln Q Cr e _ N {-+ o _ LL�i--+ CM m O L.f � N Q 00 N r W � 00 (0 LO o z z E T- V L`a a E 0 � Q o � JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH /- CAP &CASING OR 36 36" RAILING � CONT. HANDRAIL GRASPABLE RETURN TO 3/4" PLYWOOD GRASPABLEABLE DECKING RAILING -=16! *yStE.L LDETAIL - - �� _ 15 NTS 13 PRE-ENG FLOOR 12 TRUSS 101 1x TREAD (TYP.) 3/4" PLYWOOD DECKING g 1 Mir 6-7" 2x6 LANDING-----,,,7 \ r 1x RISERS (TYP.) 2x4 THRUST _ BLOCK 00 = 2x4 FRAMING = - i `r (3) 2x12 o0 5 L 42" KNEE WALL WITH F- STRINGERS 1 4 1x8 CAP & CASING OR 3 36" RAILING 3/4" PLYWOOD D2 DECKING H1 ( p ) TYP. @ �� 6 2 I B 40CKRUST 2x6 LANDING r� CORNERS (2) 25-SH D2 1 2x4 FRAMING I EGRESS TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 1 U-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: Enclosed 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 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 n n, A n 0(a) 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 1/2 33 SH D2 EXTERIOR WALLS TEMP in 4-SH 1668 0 CC) I! BP I I--- ISPECS. 14„ o j - 24 O BATH 1 1� o TEMP. GL. D2 _ f 8 0 FLAT Cl G 1 1 q ENCL. ON 42" Sim. w/(1) C' T o R/SH T(LI - - HIGH KNWL. MSTAM36 - ._. _ _ _ _ _ _ _ __ _ - 48x42 � @ BASE l RECESS 3, 2„ _01 TB 12'-10" `* T-0'"SH,OWE 3 D2 N TILE TO Sim. w/(1) \ TA.F.F.`., MSTAM36 �/ N OWNER�S 36"x22" ---�=� ATTIC I C I I= �__-_..' I� - _ @BASE - SUITE ;n ACCESS 8' 0" FL T CLG I N r, N CAR T 8 -0 FLAT CLG 2468 ( TP CARPET -' ----- -- ---- --- " L 1T-6" L 2'-11" L Z-10" L 2-10" 19'-4" J, 25'-0" I I I I I r I I I I I I I I I I I I I L---------------------------------------i F_ 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 Wl 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 HS (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 OD +28.3 / -37.0 t +26.6 / -29.1 0 +26.6 / -33.5 �G SEE SN SHEET Q SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X38 182X374 S.H. 14 20X50g 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 114 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 a 26 x 37 2 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1 ht6 2714 X 72 26 X 71 1 /2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 $ 36 2 X 37 314 S.H. 24 374X505 362X50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 374X72 361X711/2 S.H. DOUBLE2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 3 52 2 X 37 4 S.H. 34 54 X 50 ' 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-A SCALE: 4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab-,e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" 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 Op p op g control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) i tau e-� o > W a _ � a C <O t, N c® ►- •W (C O to rn y o Q .r. Cv Y d E c cc io y m CD c o E o a � ,F. CM O N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W a v E 0 CID o rJ 1-1 CD cc):.8 �Lr) 0? to F-r- N CD u Q 0a N V J LL L.L L, LLI - -o a Y Z _ MCA mo o �/ IY W N (O o� yW� i IL 05 co M Z Q /n N O U 0 Z U) W El El cN M Z N o =o z O Q ^' N M Z a ( c VJ 2 V V Or.,., o � N �INI^/ v ' CU r- _ e zip.. s L Qj c Y Ila N 00 r o J w M M Z O Z Z < �M LL c, E a p � V zo O of wz z < N z® oa F� M _ O O E 1,¢° Z Z� 10 d a z Q O o 1 z �w =¢°Z VC <. OU m0 Z m J v m ZF a w 15 C3 Z r� 02 oa ¢ ao �W m 0 a ¢ w =r o aF �o M v w °0 0 H o3 O Nt E E2 O ^, W L 00 co LO T_ :3 N LO Q °o N ^ 'it^ U) o m �' CN LLIB I� O LL co N 00 O L.n N Q 00 N ,- E (.0O z M i, z E r E (n ui ca � Cj JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. 1.2 a I 0 FIBERGLASS SHINGLE INSTALLED AS PER -. MANUFACTURER SPECIFICATIONS = L� 12 5 12 T.O.M. @ GAR. — / ENTRY , HDR. HGT_ IN SCORED STUCCO BANDS -- --- -- ----------A9------------------ nor nooonv E] 1=1 El El = D 1:1 16070 OVERHEAD DOOR - o � TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO BANDS 101101 FRONT ELEVATION — A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 (�12 5I/ 5 SCORED STUCCO BANDS ri SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCO' BAN DE DECO SHUTTER SCALE: 3/4" = 1'-0" I. FLR. r—FLASHING — — — — — — — — — — -- — — — — — — — — — — - T.O.M. ------------ ------------- ---- ---- ----------------------- .O.M. @GAR_ _ ENTRY , HDR. HGT. SCORED STUCCO BANDS FIN_FLR.---1----------------------L---I-- 35 SH ------------ CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU --T------ RIGHT ELEVATION — A 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 M cv co N ti Z `A.' �vC-4 Mnox 6L O- N �Q Q d N Y °i CL : c L �- •= T 8 N 0 co N O GV 0 CD 0 ti ` " 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 W Q E co 8 N O N O C n O a cc M S 3 R In ,_13 �aNic C r W W M LL �L Lu — d Y r �_R� a' (oN_ o �5 ��O' m w Z� ILW0 IL 0 N Z Q J N Z O U W ❑❑ z N M o g z o a a to z � 0 _o �) [6 cj LL., O U0 Li, o G Mes �C/) W � IRSLL J E I v o In - ID , 0 Q 0 � N o Z w c J Z ¢ Z < L L L, mE a p CJ z❑ oo<a z zo z® o a H (p zo 00 C 0� 0 � L aZ¢U< irZto e COdn C zQ �a 'O oLL Z N m J wo >z ¢w <� o� �z Z ao n T> > o LL w a o W W m <0 aZ F J 'D5 o 5 ;o °` 2� � M J Orn m m 0 L 00 (� Ln r- N Q- LO Q Cf J N I— O _�e I� a N m O N Q 00 N r E 0 0 o z Z E S y co C ca o a 15 a) ILQ p _J JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. 2.1 cc 1710= fll ACICI CLJIAI/lI C IAICITAI I Cr% ACC MCM EXTERIOF PLASTER FRAME TEXTUREE CEMENTITI FINISH ON FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VENT 5� 12 �5 (2) 25 SH EXTERIOR PLASTER ON FRAME FLR_---1------------------------1------------------------1------ CJ / WEEP 35 SH FLR_---1--L----- REAR ELEVATION - A SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1 /4" = V-0" T.O.M. T.O.M. @ IJ ENTRYc DR. HGT. 00 o 00 W co FLR. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Coverina 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 ti 0 Z 9 W CDW C2 n O Co CV --om� C,_ 'n a N N O R9 Cu az 3 � Co ss CD E m o v `o C'7 CV O c.t CV C=) ,a I �Y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W ,H V aE o00 8 �fpJ N r 0 t 00 rnF-II N # W Q N V C J LL W JW a en zo smC,LL W W LL Z 7 mw NZ d J � G aN .Z O U 0 W W 110 N M 0 S z z o N 0 z C7 0 4.1 (CS O— D-*Lnto C11> W � W p c ampW U J— E — L 8 w Q n rn o m 0 Z Z _ E E wog w� z oa '- td oE CO H <� <`&_ z <o ?o pU Z �Z <o Z cn m J ¢ 00 . mZ m� off a Z U o ggZ Q O U T co�o < �W I� o� =0 o c� w ;o a 1 zIa 0U O J a >M ai rn 0 l.. 00 (0 Ln T_ N Q- LO Q � Y °o J N 0— � in >' �--+ LO O LL L I� t° N m N Q O 00 N r E M ? W CO � o Z Z E T_ Ef CU a) JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 0 #12 to appliances and GFI 150 AMP/ 200AMP 10 #10 to WH 10 #8 to Range 1110 #6 to HVAC MAIN -. 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING 44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 1-01 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION OD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 19 ELECTRIC METER P ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR III 3" VTR III I I I I I I I I � \I I � 3" VTR II PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ITCH FOR POSAL DEDICATED RECEPTACLE FOR MICROWAVE RANG HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4"=1'-0" A/C PAD DISC. WID GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS X = W W W_j Z -t Om �UI=— >O� 9 r FIM "T_DB & GFI TO ------- I BE ALIGNED VERTICALLY I I I COACH LIGHTS "COACH LIGHTS OR PREWIRE AS / OR PREWIRE AS PER SPECS / PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L-----------------------------------------� SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-A ELEV-A r� Q iV s o Z > W o C f0 V N ®x N C 6L d R o yCV U p� t1 L C67 �j Cu d ' ca a� �E �® CJ M N CD N N C 0 f, .. �J ad , d l��ilY 14 J��y' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E SO N N ci N N CM C:)C 1100 ik � Q •� ;n m N u u. � N» a a�CD 0 Z L V � 0 � y�� C) 5 lt5 (Q m W rLLI °2 Cq m 6jO' Jb W of w O Z U F— N c) Z Z oOff❑ W N M z Nco a o Z W N � Q � a J C1 N U) ^, _ MAssam a !h C �-1 W �_/ 4-1 O N w o Ly N �V) rJ „ ,alto � g = w z C) o �C� _ o Q 0 D7 N � r o Z w M M Z ¢ o S} Z rL N Z 0 O `cm_a � } N z O Q N 41 � (j wz ❑a I— _ o Z O U 00 � U Zo f '0 wZ <omo �� a ¢ O m � S .m ¢ ¢ w �zo 3 H0 W 02 g T 3 2 N H a W co ' O �W 3 _ o w< ;o ch d Z ¢ a O- U O >M Oo> m 00 i0 If) r D CV CL CT 0 N m N E-- o LO �i O Li- Y `° N En 0) N N Q 00 r Lf) Z M E "' S rN N c a ib a U _j Q p _ter JOB NO : 23-04905 SCALE : AS NOTED SHEET N0. 3 w 0- 0 J U7 N L6 4'-0" ROOF VENT I 5:1� 2 SLOPE 5:12 SLOPE H Z ZONE-2 0 ATTIC SPACE 9 0 O 1170 SQ. FT. I 5:1�__2 SLOPE i W w > LL o 9 I I I w Q 0- O J 7 Uj a- N 5:12 Lei SLOP�k 5:12 SLOPE�I i---� -u� \ w o ti�A U '9 i i i i 5:12 SLOPE, v I ZONE-1 I ATTIC SPACE' 316 SQ. FT. I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 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 - A SCALE: YW=V-0" �s N ti o n» O O Cc C..., M 6J- i H C a. CO O Q d eq 3 = d m y CL 1= c c a3 ® 3 3 tO aU CU a ' W CD m c a cc • c E eo 0 Cj- t, 0 co tV O CV fV O Ln O r TE � �Ma `R 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 W a 0 F $ '+ V 0 o W N N N 0 a M/ M \ o U_ a � Z 13 W mac: a N m 0 � o0 �' SCL.. 7 t6 cV t0 5 o� o U) Z ILW IL LO MZ ¢ r- Z C14 O U U O W ❑ CD Z N M O z 00 z o J a f` 1U) U111 M v ( c W 0 m U O � w o C �N in U LL, J r— — E I Y Q � N Of o c0 J to w M M J z 0 � Z G � U- c ca O w� �O Z } N Z <N z O Co Co @ _ o O &� &a z;= rp ¢0 wz in az 3¢°z mO z o12 � z go W C/D O0 � w CO �o 1 �- J o w w� 5 �o 0 ° y p J >M O 0 rn m Q 00 co LO T :3 N Q L0 Q Cr 00 N � J ~ 0 Ln oILL m o -� c) N Q N r 00 (O O Z W Z T N c E U a -1 Q p JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. 4 -I 1 I I IlAP #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 }z O0 �z O� O 1 9,-III illdwou 11 3'-5" 5'-2" 1 T-5" 1'-4" lie 1 2'-6" x 2-6" x AC PAD V-0" w/ (3) L TYP. @ #5's E.W. S3 PORCH I �INDICAT S FILLED CELL I W I w/3000 PSI CONC. GROUT 1 0 r I o FROM FTR. TO BEAM w/ (1) #5 I _5 � -? •- I REBAR ERT. ABOVE SLAB. ■ UI I o 4" I TYPICAL @ ALL PLACES I 6'-10" 5'-10" 00 00 1 SHOWN. HOOKED FTG I DOWELr w/ 17" EMBEDMENT _ w/ 25" E T. ABOVE SLAB. I i _ j�-�—GRADE 40 STEEL C.J. C I HVAC CHASE f BASED ON 3L1" — — — ■ I LOCATION PROVIDE 1 1/2" M RECESS FOR SGD I I S3 REFER TO MASONS ■ I 1 1 o "o�0 r SCOPE FOR WIDTH.I c> � I I III ■ rj 0 LEJ I IN T!IT-C.J. S6 TYP. @ 00 TWO b' � I 10 STORY 4'-1" I T-8%" 3%z' MIN. 3000psi CONC. SLAB FOR HERNANDO �j COUNTY ONLY. V2" MIN. 2500psi CONC, SLAB II ■ ■ OVER 6 MIL VISQUEEN I VAPOR BARRIER �J I �r I I GG TYP C5�I S3 ■ I L — C.J. — — I1 I o I II io I I I I I I 1 N III `O ■ III � I L� I ■ 0 I 1 7,_31• � � I 10 PLUMBING STACK I GG S3 o C.J. 10 _ 13'-1" C° 3'-0" STUB UP TO 2ND 1 2'-6" x 2'-6" x FLOOR I I V-0" w/ (3) FOR A/C — — — _ — — — — — #5's E.W. 1 l l I I I I i l l l l l l l l 1 - / C -3 1/2" K N— o U, S3 S3 co W z 0w I 1 I N I 17,911 911 ■■ ■ ■ V- W w 0� z w 12" 3" I 3'-11" 1'-6�' > J Ca10 z PROVIDE 1/2"X9 1 `� ■ a Q a 1/2" RECESS FOR ■ d_ co VO Q FRONT DOOR _ -4"� I J� W9011 I ar LL U M ( TOP OF CONC./ 00 I PAVER TO BE 4" > w ■ I BELOW FIN. FLR. I ■ � T [>5t4'-4" t2'-6" 1'-4" x 2'-6" x V-0" w/ (3) o TYP. @ I I �t L #5's E.W. o SINGLE S3 I ( STORY 1 ■ 1 1 ■1. TYP. @ W ENTRY I A O I rr S3 � I h I J i o I g I (2) #5 VERTS w/in S3 (2) #5 VERTS w/in 1 CELL FILLED CELL — —FILLED — — --- — -� ix ■ NJ ■ 16'-0" V-8" lo 19'-4" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-A SCALE: Y4"=V-0" � c "a T W i a n o C.i C CO C..) N O co YC N O Q +d+ CV � Co 3 cm i9 3 0.- C7 (y N C1'C C E is c a Q ) M CV O CV CV 0 jf 0 r r_ 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. N W a o �E o 0 0 0 N N m 0 m-rn tlJ CArn12 1 di a ,n V N O W sj cn v � C J LL W LL LL 0 W �C?_ o @ N W 3 O i0 Y, IL LO m Lu ZO jA N o0 ZCIL W ❑❑ V M z z N M O � N z o r` Ln z C9 M Q) 0 4-J C6 W Ow (n S N ) U W J zS U o • N O z W M N Z z U_ Q wo Z E 0 Vz W° z© oa co _ t0 <0 0o 0 E &a oZ O co ITTo Qz rz wZ r� cn 3¢ OU M0 01 z s -I ' a] Q W <W o�d z go O �� 2 i J W 01 0 W F m V zla aF O0 3 > C e) Q ai rn m N L co � T_ N Q- LO Q Cr o 0 N m 0 CN _ LL d' c0 Ci O m o LO N Q 00 N r E 00z (0 ; o CU z E T N E c U a Q p JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. 5 N 12'-0" 13'4' 2 1 TYP. @ D2 p2 CORNERS FT3GE 0 00 --ni N O A @ 24" O.C. MIN. O j J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 N.. 1 TYP.. 1 L1 O RG. WALL a O 0 on FT8G FT13GE r FT11 r -rl T r. . . . . . TYP. @ 2 STORY. SEE JJ/S6 @ STEM WALL (2) A 35 ED 22 D1 FT9 (2) A FG3 C 7NJ D1 _ CJ3B co Lo CAB 9 D1 7 y✓s� D1 I" -v r 0_� TYP. U.N.O. L L 5'-0" W A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) t34(3 F- 5'-8" GINEERED RSH ENCLADD CLADDING WIND ROOF PRESSURES ANDROOF SUUCTIONDESIGN S FOR MEAN ROOFHEIGHTCOMPONENTS ftAND VND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r, HIP -35,94 49.57 49.57 -49.57 / 10 lfvq GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 1 -78.58 1 -T ----7— / 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD i ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: j (D SHINGLE: Y16" EXP. 1 C%6) Or 1% ' EXP. 1 0/16) TILE: %2' EXP. 1 (3�116) i I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t + 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7V32", SHEATHING SHALL BE FASTENED 1 A 1 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 RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-/ -ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL 4 JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ 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 - 1 Od 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 - 1Od x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1Od 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 "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 1 10-10d SPT22 735 8-10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-1Od x 1 1/2" HHCP2 680 570 (20)1Od 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 (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD w EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O = (A) 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. OR co CONT LEDGER W 5. = rLu co i _Eco � CD 0 1:1 LO �i SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: f4"=1'-0" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD w EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O = (A) 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. OR co CONT LEDGER W 5. = rLu co i _Eco � CD 0 1:1 LO �i SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: f4"=1'-0" � o 0 3 W G c t0 f� N y y O J —I� 0 N 25' -0i 19'-qII � 5�,L2II (2) TYP. ENCLADD CLADDING W NDFPR PRESSURES ANDOSUUCTIONIS FOR MEAN ROOFOHEIGHT <-T 5 ftND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 1 -49.57 -49.57 -49.57� 10 GABLE -38.22 1 -38.22 -60.99 -60.99 -60.99--- G) . ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � 0v� \� ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I I � ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I 0 1 0 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 I I SHINGLE: Y16" EXP. 1 ( %) or 1V32' EXP. 1 e316) I I I TILE: 15/32' EXP. 1 0�1' Is) I Ir NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I + I I 13r 3r 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 13" x 120"1 NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" 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 ** 1 b05/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8-10d P HUS26 1320/3235 ** 1335/2820 " 20 - 16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w 6D 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 SINKER & (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 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ,ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: X"=V-0" c o Z 9 W v C2. a A 6J N m x r cu. a s M o y y 0 IC +cam a� y c s 3 w Cc N A c m a M CV O N N 0 i 0 7 _z _ �b 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 engineedng portions of the drawing pages bearing Engineer's signature and seal. I- a C)E 0 V O W O Cl 0 r 00 — !:> H �C1 N # fnN0 x=5 ej co V W J U 33 W D. Z m c L m o W W MN� 0 O � W o Z, � rn Co Lu Z 00 J 00 N Z coJ0 ZN Q tY O O U c W c¢i vvi ❑ ❑ V M z N M O O O z o � Q - n U)Ln c+Ni z II U o 4-1 U OLIJ w o Ln U E m O N O cv °'00 W N - C CDfl c J W M z z U_ zo �O 'za QN Q p M U sLL ? z© ❑a 1. 03 ? O CL oE 1< cs> t L a = w z ro VJ C �� < O z¢ 'L i m 00 =z z m J � O Q a Q W z v �< d W m ¢o �W �k d= o w¢ 01 �o z¢ a � oU �i O co Ifi5 m 0 AA a) L 00 L0 IT—,=; N a LO Q Cr Y °o J N ^ L.L U � m O �.1 / _4-1 ILL ca m CD LO N Q N .— (D c (D LO 0 W Z E r U) a c a U Q p JOB NO: 23-04905 SCALE : AS NOTED SHEET N0. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 \_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS RMIA RWA JIHIJIHIJI�El .I 8F441B/1T81`401B/1T8RF400B/1T 817321B/1T FORM k GROUT SOLID o �LU � J U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. IN 0 I p EMEN 0 MM M 1 Im 00-0 MW TYPE DESIG�IATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8F 16- B/1 T U ¢ 00 tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c� prf` ecastT ntels = 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 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL - ° e = 0 e a e d .M.U. #5 REBAR AT TOP 2 e' MIN. (1) REQ'D 1-1/2"CLEAR a e e d e �a Z GROUT e 5 REBAR AT U < = U) U) r j C.M.U. - a O BOTTOM OF Z O m v w o LINTEL CAVITY o W -BOTTOM REINFORCING PROVIDED IN o tj F C ¢ C7 Z LL d w a _ 7-5/8"ACTUAL LINTEL cNo #5 REBAR AT BOTTC 8" NOMINAL WIDTH (VARIES) r~n � ¢ 0- n AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4'x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN ;1 T/VVALL IW 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" 0 O 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL O 4'-6" LL B MIN. 5'-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-O" N Q N ti cu LU� Lu e~; e ci CL c Cc V N �msc N C U. o d CN ems' E 03 'm w i N C C= E � U M CV c� CV 0 0 a /^ a. f r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W H/ c E O M 8 j \ U N N m p 0 (� N r-r ir1 J � Q rNi v � # `L 3?r C LL LL �- W 9 �13 Z � C � wa yi O Z O j �i W 2 .� 1 y r w- O ' J co Z' 0 m w C) J ht� Z <= N O U c¢i Z N � z z o J U � z U o 4-1Q u, U O^ (/ ! LLJ �y N tlls6 U c E _® N U o m c U) ®® N 0 I� w c cMl> 0 3 0 E z a .J LL N zo }M Q N C>p t> of z z© ❑a H ro �g 0o C O �z o � d aZ w p .Z W ao a mo oNo Z Z CY] J ¢w 15 �� s< �z z Qo 6 a oLL a z mw W m � � �3 � aLL Jw =0 J o w iz _ v zla ° 3 'M O d' m M 0 N L 00 (o LO r LO J ° 0 U m �' N O LO O LL `° N m d7 O O Q Q 00 r E MM cca 0 ca _ W E T- N a, E U a � Q p � JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. 7 rn v 0 J r` Cl C) `I 0 0 L0 ILD rn 0 I M N ILD cV 0 v N 0 rv- CN 0 i 0 FE CD E 0 s J a 0 J t� N 0 L LO 0 0 a`- r14 0 LO v 0 d 0 Z 0 0 m v a� v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF R E S 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 OFTHE WATER'S EDGE. THIS SHALL APPLYTO 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 ISAN 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 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1, 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2,2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq, ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD P APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL OF 100 LF APPL E 2.3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3, ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS-10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5• DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2, SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3, 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y2' GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" 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 F R AN EXTERIOR APPLICATION. WOOD IN 0 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 718" 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4,8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- Toprovide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpowf and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state:'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 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 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 =o {� as > W C IC ! 1 N m "9 -o x C L1_ a N N, CV -C N a Q ydr C'V Y 3 = as fl-s m c r= . w = a 3 3 M m� o a z -22 >. aSO M N 0 N N 0 n 0 0. 4v. 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 a o 0 M U 0. N 0 3U� to a N S J SZ LL LL J d In V a_ w � CM �o z z IL ILW J Lo m Z a N O U U Z 0 ❑ ❑ M LL'J M zM .- N M - o o � N Q � a E3N Ln4-1 M z c �-1 o _ W U 0 toLn w o w U F- J E S 1 S = U o ¢ N O ICE 0 Z M _ O Z LL cE gK o Zp a C:)-0 o LL z H N� O 0o U 00 o E <z �z¢ z co t z cog a z J tI) M C a z Y m C)ro 0 m �mZ oio z�� J Qz a� o< �Z go tg LLa m �O WF a. 0 d 0I< 03 O >M J O m 0 L 00 (a LO z- =3 N fl Iln Q Y N �Cr V) m O Ln LL f° N m 0') O O Q 00 N r E c C Z zE ' T-' W Ca E 0 co U J Q J JOB NO: 23-04905 SCALE : AS NOTED SHEET NO, SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" ¢ - STUB -OUT FOR o ° o GAS METER 0 o U O 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. 'I T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'I T-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 7/8" 5000s 1.8/1.7 el wood panels Two 3/4" wood panels or 2 x 1-1l8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x — + 5/8" or 3!4" wood panel 902.0 2 x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap + FILL CELL STD. 90° HOOK BOND BEAM cn w j STD. 90° CONT. #5 CONBAR I HOOK ��r BAR SIMPSC w/ (22) NAILS 1 5/8" 0 #5 CONT, THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2' min. 2" max. nn 4 1max. V 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2° min. required when indicated or 4 max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1.1101h SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1J16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 OM nails at 6" o.c. QY/ Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over Iz blocking and wall or beam below.* Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. -- R►_ �'�- 6 A 1 2" ROUND HOLE MAY 6 6. DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 1y2' Any 1 6 ' joist 8 T-9' V-1" ,2,° V-2". 1'-3° 1'-3' 1 'I'-7" 1'-'f 1 2-4' 2 3 2" 3 T' 12 1'-0" 1'A" 1'-2' 1, 2" V, 3' V-9' 2. 4' 2-11" 3'-T' 4 2' 4-9' -4' T-W T-1" 1'-Z' 1"-2" 1-7' 2-�S 3-2" 3-40„ 4. . 9-7. 6-4' 7 -2' 20 1'-9' 1-1" i' " T "' 24Y' 3 C' 4--9' 41-10" 5-11�" 6' 11" 7'-111" 8' 11,. 1�-W 2-6 3' -Z" 4-9' 9-10'" 7,-2° 8-4" '-6' 10'g' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1y2" 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. Web Stiffener Fastener Schedule Joist B Bring Location Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 1 2-8d 5-8d 16" 1 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 13 minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I Inl I II II I it Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM ° a SEE PLAN FOR °. a .. a . FOUNDATION INFO ° °, STEM FOUNDATION GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. _ _ Install tight to to flange. I=� I I=III- 9 Pr—rir—iir—T 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/ METAI2TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. '�0 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PI HMRING I INF SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 °_ d 4 °O" ° °a IG i ��1=1 a a d a 11=1�1 III) a _I I II I II 1I— SEE FND. PLN. SIZE & REINF. M N 0 w ati o .� c eo c•a X R% G i -0 CN S y C V i �CR.T a� 2 E C)- U M N 0 N N 0 0 F Q. 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 W Il- a_ d E o 0 /� V 2 co N Co 0 in r J 0 Q r> v # u N J C J � W J L LL 6. _ aW Z ?5 99� W :3 m 04 � 0 ti o W LL Z ��°j6' m J N N Z Q ZN do °ate' o W 00 (D V M M N o g N z o � E3 WV) N z a i'1 C J o a--J fL5 W � U 0 c� UJ its E O m t t� •., _ U 'o y Of 'D m a w cc M 0O 3 z 4 U_ 0 zo � >N zo 14E CL O U z oa F- rp — o E g ��i 00 o oQ < Xz �� ITT C.0m o �� 2 c <om0 0Qo Y 0 z m J hm Qz Z2 8 0- -. a� �w �z =5 J o w �0 _�< Lo °< `` >M J O� rn m m W L 00 (0 L0 r N CL L0Q 6 -6 N -°oJ T C° +-+ Lid O LL Itt 0 L CIO I� tB N m O O Q 00 N r MM (0 LO o Z c�6 z E 00 E r iri CU a U Q p � JOB NO : 23-04905 SCALE : AS NOTED SHEET NO. S N 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM �I I I=I—I=III=I m p D I I I —III —I I I� I I I_I I �I I I_ �- III —III III I 4"1 D7158-CLASS G or H, or ASTM . I I=1 1=1 P • I=1' ' ° D3161-CLASS F, IN I- -III III-� - - -_ -I I ACCORDANCE w/ TABLE '-1 R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) I III —I I=I I III -I I I -I I -I CI 1111 I I I IIII i III- I �' 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0""i S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD FL 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 U) TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR FINISH 4 to 6 "FIBERMESH"DECO BELOW GRADE V r —IIHIf I' I D °D ► 00 D 00 6 MIL VAPOR �- BARRIER D 4 I I N - D: • I11= COMP. SOIL.I ° lit (COMPACTED TO 95% i l I II II MODIFIED PROCTOR l I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/114" (1 STORY) 0 NCHAIRS TYP. STD. 90 HOOK (SEE 4" V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETEPE SLAB 14 O.H.D. RECESS z � T TM d , ;. 4" II' co f SEE A/S3 OR J/86—`I I I I I I I �l =11I I ,,, I 1 Fill —I,-- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 00 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7Vr -T/r - I I I I 7Vr 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH —` '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END WHEN PARALLEL (U.N.O.) (OR /" GYP. TYPE'X @ ( ) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S,B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" „a „„ „ @ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w! (10)10d NAILS 5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A F. F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" 4-3 1 Z 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH ELEV-0-31/2' O � D • A.F.F. p D U_ o "(min.)- 4" D °.: 1/2" min4 " 00 25 CV 1/2 � I- 31 /2"(min. - 4" I I 1=1 —� I 111=1(� 31 /2"(min.) - 4" =1 C(= =III 1�=1 r- "'' -1 I�ITII 1111i1 I I IT�fTI , I''" 17,�11T i.: II7Tf I TT�( 111T rr (2) #5 CONT. 411 '' �l I11'-� ' 8 (2) #5 CONT. 411 'Tf rt� rrr-r`gl U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (a STEP 0) SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" k C.0 7 SCALE:3/4"=V-0" ecs CC S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY \ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOCK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT L 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 1 PLATE WASHER TYPICAL �� (IF NO UP LIFT ON @ 24' O.C. VERT. OR 5/8 DIA. EXPANSION BOLT @24 WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP 24" MIN. LAP 3500#, MIN. TENSION 2600#) *SIMPSON SP1 2X PT PLATE [ #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR 2x P.T. PLATE u, END OF 2 x PLATE WWF OR FIBERMESH �, E �'P c PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BAR GRADE - - D . GRADE 40 MIN. F = 40ksi a ° N� D ° D _ _Z #3 & #4 LAP SPLICE y- _ {{lt-- FINISH GRADE °O [GRADE 60 MIN. F - 60ksi a m D D• r y- ] —I 11=1 I �I 11 MONO OR STEMWALL ? co — — — D D 25' MIN. LAP [30" MIN. LAP] �=1 I 1 I— I p I I I i TT —I I Ir FOOTING MONO SHOWN -�- =I - LU TI=1 I I 1= D - • I O0 6 MIL VAPOR BARRIER =1JT 1 D ° I -- I=11 =_ °� I I� ° - LU FOR CLARITY I ° R 1 7/8" _ III #5 REINFORCING BAR T — —III=T I i = zI—III r #5 LAP SPLICE —' I III T1=1 I —I I I I f= 5 — 11-1=1 11TI=i I 1 (2) # CONT. — I- IIII,,, REM I T.— NOTE: BEARING WALL COMP. SOIL. (COMPACTED TO I I I I=1 I=1 fi=l 1- I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS W/ UPLIFT ONLY _ t- 95% MODIFIED PROCTOR ASTM I I - I- �I �= _� -111 10„ (TYP.) 8" 1'-4" 8" D1557) -1 iT� �� 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK -_ #s LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 _ _ -(1) #5 REBAR w/ OPT. 11= I1=1 1111— 1=1 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N . a' f —T„III -1 I F=TI—TiT= , �F-�1-)I- -I I I=1 I f I I °° 4 LTII I ILI I •� +� . � I-1 I fl �I I I ,.,: � . , ,IIII..• SEE A/S3 0R J/S6 J -I lilt I I �I _1 I, ,IIII. FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. G SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. e. 20 1 HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAS ¢ INTERIOR P. a e a.. a. -3 1 e 2 n. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 1804 MIN. TENSION 120#) CONCRETE SLAB _ � a 00 •c E- N IT -I T= M 6 MIL VAPOR-41 ��-�� BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR WWF FRAME -DOWN FALSE BEAM w/ (3) - SEE ROOF PLAN S.G.D. (U.N.O.) pR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x " CONNECTION INFO - �IJ3 ° SEE PLAN FOR & LAYOUT DESIGN ° .. - - TOP OF BEAM ° a I I 1=1T(T HTS20 SEE ROOF PLAN FOR STRUCTURAL _ T -_ -_= °. ' M c ; I I I I �. d. (2) .- _, I m BEAM SIZE & III CONNECTION INFO a -7 M /--2x4 P.T. PLATE I I 2x4 #2 SYP P.T. FRAMING w! IIIi�; SEE A/S3/J/S6� � - � - � �- � 7ns�� MIN 7/16" O.S.B. SHEATHING �'��•�`- 8" o.s.a. ° Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE O a � SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o 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 AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 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 w SIZE VARIES PER PLAN M = Z - GRAD E CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E = > w FILLED SOLID (SEE PLAN FOR _ 6 x 6 W1.4 x W1.4 N ,,, SIZE AND REINFORCEMENT) 0 _j _ • WWF OR FIBERMESH r M w BRICK PAVERS or SLAB PER Z I=- w= Owv�� 00 = W �' - Z • •` • • _ z -_ a' ° ° COMMUNITY SPF " M o -- - - - - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" A`=_ --■�■I-�■--- BEYOND PADREINFORCEMENT CLEARANCE SEE FOUNDATION \\\\\\\\\c 1 \\(SEE SCHEDULE) ..4. .'i CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE ®TAPERED COLUMN FRAMING D1 PATIO COLUMNDETAIL 0 2 > W c� v o c -o CO CN � LL y LZ ca +� CV ca S+. 01 d X Cut o_ °D .. c o y d •� � , E M CV 0 CV 0 >n , _.. a t 3Lc - �b . �4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q vE o ° d Q (0 N p �O C . - __ C? N 5 I C/)C- Q N M V IJi. C LL W M ,L LL a Z 0 w — a LL Y W ' 0 m CV o �m w aW� G LL 0 NZ ¢ J Z < cr 0 N OU 0 W ❑ r_1 0 cMi r/ Z N p) o� � N z o a -o Cx- G � N z f6 W O,,, g r w. �N U U E L m j O t/ O N c U) w Q No �� a M �� w z 0 E =o E ° W z Lu Z © oa � 1— r0 go o< "o o� ¢z <o aZ Q m o� Z m J <w z a0 Ao¢ F- o y O 'M O d' E2 cts 0 L00 co LO :3 N LO Q g N >1 �"- m ' Y J O L• [� N coCD m d7 N Q 0�0 N r . 00 (0 LO o ca E r In (n m a U 16 _J Q p JOB NO : 23-04905 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 112" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE —i .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT wl (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vAi�IES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + +'i STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON Iq WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ 10d___1______A NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK EF KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN 4EXTERIOR WALL CLEAN -OUT q WALL SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUTNOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° ° d g" STD. 90`HOOK 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 IE _HL NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR so MOUNTING BASE DETAIL SCALE: N.T.S. ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� �FFp 00/2 �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP I iARAGE IOOR UVVjx 1IV1V f\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER �--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO OR } SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS [BLOCKING W/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD d. z � 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA, STUD I SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK _tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED O/STD,. •\10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+4 F= 2240 LBS •7 SIMPSON C C P.T. ATE orlvlrOUry 01-4 SP2 SIMPSON 10c ST �o J M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILEDix INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P AT SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" 4GGERED 30LTS @ 24" O.C. 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. & NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o BEYOND. �-PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L� PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY (0" R REV. 06.24.22 SCALE: N.T.S. N o c� W awo ` V cc C...' - '9 � co ' c 0 � d C= N aj Cie � � o ELI cc cm CL e a M CV 0 N N 0 LO 0 F,- vK T A, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W11- a v E p M U 5 (A CM N p N O m e r r N 4 ��0 zi; N/i � M V LL LL d w w Z013 o �S W N N Y, o W ILz m w Z C k co z N O U U O Item W ❑❑ V M N z N M o g W N (D z o � ¢ �s —1 rz � � z vQ)o �' '4'C• U oUn�,o c� allS s 8 oN _® o w 0! M J 2 Q U_ =o Zo Q 0 F V 0� z zp oa FT r6 0 ? 0 o oq EZ z 92 <� wZ a a o< mo z� z o, � �o ¢w z g oLL w a NW W m <0 o� �- =3 M W oI< a O °� > M O 00 (D Lo r N Lf� Q o U) >, N m 0 LO�--+ _ �--+ It -0 U �, C) o .00° CD Ln N << � N �- m � 00 Cfl L7 0 f0 Z E 1-- to z c a U Q p JOB NO : 23-04905 SCALE : AS NOTED SHEET NO. S4 01 -n W N J I Cl �I 0 U) I O WO 0 LO 0 C3 0 I M i M N N 0 0 v tn(7, O c a N N 0 a. f° rn N E 0 `v c J ri 0 v 0 L N O 0 0 LO N 0 v 0 d Z 0 0 z m a cn SIMPSON HGAM1( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (2 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/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 DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ 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 GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOODB OR ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS SHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / z 2x4 CROSS BRACE APPROX. 8" & (2)1 Od TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES „ @ 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 T ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7) 1 Odx1 1/2" NAILS AT 6' -0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" FA TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ r2"� WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ Y N r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ t 1 2 1l " (2)16d NAILS WOOD TRUSSES c° � 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE • TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 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 SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANELS L [ L BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS - SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 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/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" 0/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T,S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2 ) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. 55 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI0KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 314" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 a BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN LU C� W o ' 4 z O W m o c¢7 o , d O (J' w — — — — o o >� ¢ ---- o X Qg 1 o w a NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION era 0 cv m :o' � w E cc CV y g ro o V 'b tV t N Y a o.W a� 3 3 ce .d C co 0- Cf - e M O CV N 0 CZ r v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W �E 0 am o N m � 10 vN � - O � rl N 0 0 cn��-- 1 � di N O ay LL a m u u- w W Z ea Y2-9o�$ O t W 0-m�`_° �o �°'°' W m ILN M Z Q = OU Cn U W 0❑ U z � o� � N z o � Q `o J N � /1 M V I h��h �O O V U W A U O,,, o N ws U s— — E asJ w U o Q _® N m I� o 1 w CMO M U o3 Z z {,e E 2z ❑ Z o a . p E U _ oa N H r0 a w 0O 0U Z. �Z W. � �� ,u C< -o c , m 0 o° z m � � J "m ¢� �w �z 8 H<� U 3 m wLL ao �w �k 0 w zl< a0 L:v 0 3 N O >M .=_I 0 t 01 M m (7 ^ ` W L 00 M LO r N C- LO Q Y 0 N m +� O LO _ 4-, LL et' co co O ~O °° o LO N 00 Q N r E coo CO Lr) E 00Z o m � Z E T— W c d ECU ui U 15 Q p c JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. S5 01 3-- C:) Cl a cn 0 I LO LOI 0 I [`J LO cV 8 v Inn a im 0 i a v Cn 4) E 0 x L v i a 0 0 LZ N N N v 0 0 0- N N N LO 0 d z C) 0 0 z m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 t INSULATION — BAFFLE INSULATION PE•R- CHART ON FLOOR PLAN 518" 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/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE0*0 SPACE INTO APPROX, EQUAL 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 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c y, a CV ° °' .. . ...a . G' b ed II f-i . I-III-III=III II ° 6x6 W1.4xW1.4 WWF OR FIBERMESH-I I_Ll i I I I=1��(-_III-TiI I I;° I —I I —I I III ° a I�IIIIIIIIIIIIII1t1 II111 d a FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. /HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1- ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 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 LAYER 1/8" THICK. �w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co v 4"x4" INSPECTION PORT AT w (L EACH FILL CELL TYPICAL °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE INISH GRADE +I 5�I III"III„_ \—STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR —"'— 'II"III" (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- _ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 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 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED 00 FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN O0 SEE FRAMING WEEP SCREED o czc PLAN INSTALLED PER MANUF. T G ~ 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1— " " 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS" FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS LL WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=T-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/(10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. —� 2X P.T. PLATE � ° SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH IF da A 1I I'r'1I a k�-r I .'!I'r 11-�Jjl1''-(3) #5 CONT. ON 3" 8" 1 8' ) I I 8" Il CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. C ----rR 15/32" OSB EXPOSURE U—X il SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D ❑ SECTION X-X IF � NOT FULL HEIGHT SHEET /C m z G FLOOR SYST M r (2)- 2x TOP PLATE I BEYOND 15132" OSB EXPOSUREI F SHEATHING Lij w 2 SOLID 2x m C BLOCKING @ ALL C SHEATHING O m EDGES((SEE OPENING 11ZSECTION X-X w a0 C x Fyw x E H 2x STUDS w BEYOND. SEE PLAN ❑ O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM "S" = NAIL 3/8" SPACING ,CGS 3/4" S 1/2" 'I 'I 1I2" S vz° SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7116" FLITCH PLATE TO wl (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 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 %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN y". F QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. uz O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. ❑ w/ 8d COMMON NAIL J w u- 1 O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F > ¢ 1- O U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ [KI-000 z IO � LL F @(2) $d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL - N w p o MEMBER IF GABLE END NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 " X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", 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 (212x 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 wl SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON All @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `* WWF OR FIBERMESH d ° .° M -1 I —III—I—I— I ` , . ° a° ° IIII IIIII� IIIII .° ° I�I�_III °.. �Prl IIII II=� (3) # 5 REBAR ON 3" CHAIR 4" 1 "-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4' 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— 00 �I�II-1 oI� I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. en C CV 'a r W > W CL o ei a c cc m CN L+- c a- N -L7 !V t Q S7 N A � � m i 5d � d yam•`= >� C rg a d � 0 v- C`3 N 0 N CV O LC� h y ya 1, 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 W E f- o ,1- E 00 N IQ N 0 0 N tia N co C)LL a -r LL w J LL L d a. Z 0 13 ��°' =o wI 1 W o 3 'm N (fl rn � W m w ILWon[-- Z � mZ d k EL Z N OU U W ❑ ❑ allimililk N M o z z iE Q CD o W 4-, C LU 0^ w g L I [y N 3 YZM v LU f� J E oo 93 N O 11110 4410-1 o co J w Z _ J 0 3 � 4 � tD E OV z. O �z ZR `� N o" CU F- f00. g. �o a E 0< Q0 g w wz 'w C Qom U o ° Z in N .2 ¢ aZ zz 3�J 2 SS 2 wLL a0 mw W n �� aLL �L o Z w? = 0 >O v R 03 .� p J >M ai C7 L Oro (6 Li) : N CL LO Q 0 N LO 0LL Y co I� m No O LO Q 00 N r a .� ( c o Z z E r a v Q o JOB NO : 23-04905 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. V WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER �\ MAINTAIN BETWEEN 4" AND zit GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS >YP CUT TO FIT \RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP tCOMPONENTS DE MOISTURE CTION LZATTACHTS 2x4 SYP BLOCKING X AND NAILED TO FLOOR WITH GLUEFOR STRAP2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ " O.C.AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" OF SAtIR TO CONALL POC. WE4" XS NAI �/ \\ 24" TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER /! 'IEW "All SCALE: 1" = 1'-0" SECTION VIEW "Bit G. — SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER LT E 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) CTION VIEW "D". SCALE: 1" = 1'-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP 0 T BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED l.1 SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 61, 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H x8 SYP GLUED 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON14)1Od MTS12 w/ x 1 1!2" 2x4 DRAFT 2x12 NAILS)/ STOP TREAD 2x12 TREAD GLUED GLUED IL NAILED --\ i NAILED--\ SECTION VIEW "Eli 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLUE---*' NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT L4/GLUED AND NAILED TO STRINGER POINTS I1x4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING E FOR DRYWALL SPACING B VIEW H SECTIONESECTION VIEW H _ SCALE: 2' = 1'-0" _ SCALE:' = 1'-0" SCALE: 1" = V-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK C --I NOTE: 2x8 DRYWALL STOP NOTSHOWN ,- 1x4 GLUED AND NAILED TO STRINGER _2x4 DRAFT STOP ,-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G --2x4 BLOCKING FOR 2x12 SIMPSON A35 -{- 2x4 PT UNDER 2x12 OR LSC EACH l STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW licit SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS1 (2) LAYER!" EDGE GOLD OSB OR PLYWOOD OR 1 tX16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW _ SCALE:' STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO BRING WALL BELOW (WALL JOINT YWALL TO /ER JOISTS) . POST LET INTO -OCK DE ING ?X8 BLOCKING 'OR NEWEL POST -O ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES SECTION VIEW "Hit SCALE: 1" = 1'-0" M Cz CIQ Z y � e C. C f0 V N yCo C Q eq � _= Y �aza� w _ Cj 33;ro d d.= �� CL -fl C— M o Cj o` co N O N CV O L[i O t. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W �E a ° 0 05 = N -,on ov ac w 4 m LL � J � LL w a LLI y - 6 d Y CUM' i w o o Z CIO NZ ¢ k �n N O U U O Z W V M � N M 00 � o N M U) N Q) o 4--+ w O o +^ w v I Ly N fCi ) U LL, o ,. E wall L _s, N U O N c N Y N m 4 -D o J< w M M Z 4 o �S Z Q CE zo �oa� >� 14 o � " wLL _ Z® F M 20 °� 0o <a �� z ¢o wz 4p m� a C m �' H N m z� ¢ w j ¢� 0 2Z U W z �3 0 0 v w F zI< a o 'M O ai rn (9 L 00 CO V) r :3 CV Q- LO QCr ;� °0 N a w m a--+ LL m O LO CN Q 00 N T— E .? (O U-) c00z o (6 y E .. U a JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1k4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOORJAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION MAX. 8 ® DO NOT DO THIS ®i 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN, 1 X 4 �. r �`' x 1x4 P.T. FURRING #5 REBAR (TYP,) 01111110 3!4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"!?J X 3" LONG FURRING " 3-1/4" LONG X 3/16"Qi . FURRING (2) ROWS 3/16 x 3-1/2 #5 REBAR {TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONSTAPTAPCON @ 16 O.C. & 4 2X8 INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W! FACE NAIL 1Old PER MANUFACTURE MASONRY THROUGH _ �2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 0TD. 90° HOOK (TYP.) STD. 90^ @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O,C. FILL HOED HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2" DRYWALL 0// NOTE: EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONEl N. 2x8 P.T. w/ 2 ROWS 3/16' TO PRODUCT 2 EDGE DIST. O TAPCON 16" SHEATHING BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" @ 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRINGt ' ' TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. l 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ - +2, NOTC FIRST COURSE - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x P.T. ®® INTO BAND JOIST & (4) 1/4' 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL NOTCH WEB AT THE t 5A FIRST 2 COURSES TITEN INTO K.O. BLOCK 4FILLED - - BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL FOUNDATIONPER PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A _ 1600 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2,-0„ 8„ 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND +. SOLID WlGROUT 1 X 4 FURRING SOLID BLKG, AT TOP BTWN. 1/4" x 31/4" TAPCONS P IGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1SBELOW 01• ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7116" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE - ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 OR CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN 1-3/4 TRIM PAINTED FURTHER INSTRUCTIONS. SCRIBE NOTCH () BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACEOF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAILFCHANNEL, „ SS NAIL w/ 5/16 HEAD DIA. @ 24" O.C. OVERHANCONNECT °N.T.S. L W/ 8d NAILS BRACE/BLKG.FASTENED PER ,, NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU '�— 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ Y>" WOOD ) 3 () #6 X 4 ` NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM, INC. FL# 16544 R5 FL 11-0" 5'-011 SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE - @ �, a ° ' . EMBEDMENT INTO K.) B B PER NAILING SCHEDULE ALL ° �' �•• /4" MAX 2 0 8 SOFFIT A' ° #5 BAR � b '' 10" s P ° CENTERED W/ 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i &F,STRUCTURAL D' R ° ° ,1 °" IN TOP X4 FURRING BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) CALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS o ° o ' KNOCKOUT / c� 8d NAILS EV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER _ o s� . 8d NAILS @ 8" O.C. AT BUCK ✓ THE SOFFIT FL PA INSTALLATION CRITERIA e CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTINGPROVIDE Li 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY SIZE AND REINF. PER PLAN AND SECTION DETAILS - - LEAVE A CUT OUT IN70,9BN TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL •P e • ° 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT 6 Z TO BE INSTALLED 000y TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ?k OVF * ° STANDARD q -0" MAX SEE PLAN BUILT UP PLWD. BUCK- Ry DOUBLE 2x4 SCAB FOR Z-6" TO 4'4' O.H. °. 90 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + O4E + + NGT (2)10d NAILS @ 8" O,C. N q #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC � „ NOTE: IF TRUSSES USED) W/ (2) #6 X 4% WOOD + + TO TRUSS TOP CHORD FILLED CELL '- '- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _ • . . .. ., . , • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL () GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + PLYWOOD SHEATHING •: , '� ' ''' '� ° ' ' sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + PER INSTALLATION DETAILS B-g ARCH DETAIL K HIP. DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS TRUSS + + REQUIRED TO SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT 2X4 SYP . , s SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL 7 EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL si ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWERW.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION ��'H (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ROOF EXTENSIONrM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = V-0" 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °11� o SEE SHEET D2 AND SIMPSON HTT4 w/ (i8)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e t, ° ° w —I U) A REINFORCING AS FOLLOWS: SEALANTT—IT—T * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ ° ' I- ITI—I I I —I III- FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO g t'> `µ. g —rr — — —I I=I-��1- 5/8 DIA. ALL THREAD ROD #5x6 EMBEDDED INTO 0 * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ S s ,=T �_ — — — EPDXIED w/ SIMPSON SET v z M EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — — III �TI_ ° .: _ = r I IT I I EPDXY MIN. 6 EMBEDMENT & - ¢ - to N FILLED CELL SMOOTH. DO NO FURROW. b.e F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT o =�I— 3 MIN. EDGE DISTANCE `. DRILL 3/4"x5" MIN. HOLE GRADE o —I i T- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M REMAIN FREE OF MORTAR. NOTE: z . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ c (2) #5 REBAR. (1-STORY) ` ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING '0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" t0 � c 0 1 � d LU LU 0 a C.l R _O C CO V Cn o y Na c 3 3 �oo� � CD c � �o CLL C4 CV O CV CV 0 o Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w a �E 0 o +' U 0 0 c N m `° H �tiC� 4k a CLELL LL LL w a Z 0 —a 2-2v i� N � O W Z '0 — m w . N O Q �p istZ N OU v o W 00 M � N M O O O O QQN O Q Q 13 M 0- XLn Q lLL UJ9 w `� co U O w g Me& �V) U � w 9 E � � d U a o z w M M J z ¢ z Z 4 �_ CC C z o za Q N E O w z Z oa F� r6 y o 0 00 _ a E CO a,U _ °Q 1Z 1 <o 0 �z c <Q U° w� J ¢¢w �m 2 Z > > o< g0 CDo � az yw m <0 o� �- r3 W I >0 � II� 1< o 'c O ui �o cD L � 00 �1 M L ! r— N Q- L0 Q�' °oJ N Q,. -2 N O LO ate.+ O LL d' M O O CD Ltt� N Q 0 N �— N_ E c00 LO Z cc Z E T In c a_U -1 Q p �i JOB NO: 23-04905 SCALE : AS NOTED SHEET NO. SS I I I I I I I ( I I - - - - - - - - - - - - - - -J CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 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 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 `3 frw PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A I I ----/- WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" ' (2) #5's CONT. T&B w/ 41'I #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE ZZ 1'-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX, w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED V W/ (1) #5 EACH STEP 2" ' • W Z U) Q PORCH SLAB SEE -� FL c-4 FOUNDATION PLAN - Q LU U)2 Z W (2) #5's CONT. T&B W/ #3 STIRRUPS AT C, z 4'-0" WHEN DEPTH -_ EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN AL LARGE STEP DOWN 1 7 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 fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q w J W W W U) WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" - • (2) #5's CONT. T&B w/ 4 I`. #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 7 „ FOUNDATION PLAN _ - EXCEEDS 30 GRADE •. - CV ZZC 1 -4 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I I MASONRY KN COURSES w/ W/ (1) #5 CON ASONRY TO CMU BASE OR PER ELEVATION IF EE WALL MAX 3 TOP K.O. COURSE . FILLED CELL SPAN MAX 6'-8" Ak MAX 3 COURSE T WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO CMU BASE W/ (1) #5 VERTICAL EACH CORNER FILLED SOLID. SEE ELEV. FOR BASE SIZE (3) #5's EA. WAY--\ �SEE CUT CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS`WHEN DEPTH • T MIN 3" x 3" WEEP HOLE ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE BASE PLATE W/ r2X4 SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSONMTS12w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE —r INFO =+ -,kA- -SEE FLOOR PLAN FOR COLUMN SIZE & BASE — CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO SCHEDULE/PLANM COMMONBM.TO -POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 1Qd NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF JEAM SEE PLAN FOR CANT. IF INDICATED CORNER ° �SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS, ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BILK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" L.SEE PLAN FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. -- SCHEDULE/PLAN OPTION C BM, SPLICE OVER q CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER, NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. 2X8 #2 SYP CONT. LEDGER W/ VERIFY WITH PLAN FOR (4) 16d NAILS ATTACH NAILS LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" %2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO, IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP T° GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. CV Z T C COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WAL YSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & S PT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR %2' TITEN HD 2„ ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT e y .. o ^ V a d ° . ° ° ° ., ° MAIN HOUSE ° ° °' SLAB . . n, (2) #5's CONT. T&B ° ° w/ #3 STIRRUPS AT P 4 4'-0" WHEN DEPTH ° EXCEEDS 30" s a,. Le 8. ° 1'-4" GARAGE MONO/ 21 W 0 C-4 ..cmx y c LL ci. 3 � ev 3 3 +g An � � a a C14 CV 0 N �o -�s 3 H y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W Mor E 11- O 4 8 0 V N N m � o c 0 ro � _�Co a) �r�a Q co7r C J # LL LL _9u.� a _ _ -a m c °' 0 w a 4 Cn c. (0 � o W ��O_n? w Z N co Z m Q J w OU Z 6 0 W ❑❑ M Z N r) o� z z o � a in v1 z0. v0o 4-1 W ! V O w a CL N CC5 F- U r_r_r Rig i ti O z W M M N O Z Z Q E o Z ¢� 4 M_ p E 00 z© o0 F— f0 <_ �. �O o E Q .< oz CO (� m F- ao Z Wo � z W W 0 1 U:) 4 z m 0 O UZ 1, Z m � J m ¢� Q W �z 3 8a 5 0 W vRi a 3 LL a ow m o� �3 J o J w <� = 0 ;o M a 0 F �O s = ` CY) J O rn T c� 00 L^ ' / Ir- N a LO Q Cr Y N C0 Lt7 LL O � d' ch O -0 CN O o Ln N Q 00 00 �, T . CD C° LO 00 ° Z ° =3 i z E r `m cu E a 0 Q o JOB NO: 23-04905 SCALE: AS NOTED SHEET NO. D1 (MONO) EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMIPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). I SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS ' o•°a• 'a• u• o•o'o• .a•°'o o'o P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 1 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR rrj ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF SILL (MAX. OPENING EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��`; FLOOR DECK W/ 10d NAILS @ 8"o.c. �•`I� FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM r� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS () @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF -�—SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF \ ` FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------_NAILING \ SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @a 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ,* A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" � TAPCONS �' `. FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. a@ 2nd FLOOR [DOUBLE STRAP] �O� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL ---- (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER ;USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR COL. SIZE - I I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .__ MIN. 6" EMBEDMENT (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 112" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE #2 SPF STUDS 2 3 () x INSTALLED AT EA. END MIN @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O. 2xCONT. T&B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK 2 STORY COL. @GIRDER STUDS BELOW SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C N �r��82xgAl TOP SPLICE MAN A PROVIDE 2x4 ON J TOP OF 2x8 TO ° BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO — SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. R*a cw � o 0 N i H C ti. d E c O � 3 � w � E M CV 0 CV CV O O 1 0 L. L �. �s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W 0 m a s a d 0 �C' vi aj M V 252Sz LL Q C .J LL W LL 5 J LL 5 EL o (0 N O 05 n�pO'm Z N Z In N ILW O L!LW VZ O U v ❑❑ z N O z z o � Q J N � z Q) cr) o u- 4-1 w w ° U O LL, o wn► U C W e s L U li U O N 0 M O W Z < LL E E ZO os <>N a a- o E U W z z o a F— (0 20 00 co E p co �¢ o� W4 L <o wW ¢ o C 6Z p SY om W p oK Zw J co�$ ° 01 2' z ao }' ¢ Nr W m <o �Z I_ �� J Mj .0 p J >M O N m ca T c� 00 N a L0 Q C o N 4-+ LO d- c) O m C) C:) Ln N 00 N Q 00 N r E c 4-CO j 00 o z N z E T a)c E n• .. U 0 Q p (D JOB NO : 23-04905 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 BUU CK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK •: e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER `RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING /. DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o in below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN ^' ^ ' n WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01, UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING nee E AM 1 01 1'4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER a_ W U) Lu U w Lu 0 DOOR ROUGH OPENING 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 �- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 1� INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WI501) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS _ SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. 77 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 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. R703.7.3 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 QD paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERLM is 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 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 ` (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 READ ESIVEASSHOWNEASE PAPER TO OSE contraction, ASTMC.1281, 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: 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 Flashing door be installed in the shall comply with AAMA 712. at exterior window and openings shall accordance with one or more of v 2 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 in accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in autters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER {� 3-1/2" INCH FLANGE THIS I NATU DO N( DRIP ACCE SOFFIT/CANTILEVER a er esls an arr(er Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 41*4 14 W 7 o ae�+ -s Cl- m,c® E � u M CV 0 CV CV 0 LO 0 '4 hn�Nx rJ o 5 e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W v'OAK 0 E 8 ® U1 v 0 2 -� C '5 0? N LO rnF- I—� y a am�v w Cc J W J ti Z c6;7 Fa o a Y Fa 1 31 L c C? -� i� N co O o c� m Wy L LLf t . cc M Z Q < r 0 N Z U v W ❑❑ M � N M m ¢N¢ � o Q � V I V3 N M 2 0 � cry w � V O U111 w g w wa �V) LL! J qi , in gig, r - E s xi c..� o m ri,C 2 N ti o M _ Z O W Z Q U_ Q E zo zo N Q zo ❑a 1- !O 20 00 o E o o� `o�� z Yz fu <o ¢ m� 0 z m N oo <� 'aw ZZ : z �° 8Q f� a C)<o �+ a Y �Q .0 >� v oQ a o NO J >M 0 N m 2 (0 LO T_ :3 N a- LO Q °o N 0� '^ ) U) m J N 4-+ o LO _ U 0 m o N <C 00 N T M (0M o Z t6 � _0 ul Z E 1_ in 2 m E JOB NO : 23-04905 SCALE : AS NOTED SHEET NO. WP1 E�: Lru8Li11L� Mounting) Brackets (10 Gauge! m +112yx4-1,12"x2-12- a 1�F Back Cross Support Way bi? ,CU tUT ) Sege Airl Schedule Right Bracket ( 16 Gauge) Bolts 112r Dia. A32S Cdaiv. ll ITyp.) p - - #14 Self -Drilling scrtws pp• p 1Ck5l8" � g A/C Unit Bra am Edge as HurricareStrap (iylricak 3 it) froint) 1 Washers Front Cross Support Self -Locking louts (May be cut tow) Left Bracket (16 Gauge) 414Self-DrilinLg StrtmsThru Brackets Sack Cross Support Into AIC Unit "tom Side (Typical: 3 each side for hurricane use) 'r nss: tic errauli.rbu arestru a-, etc pnsr_•tl ail xrar)s -4., Haxr raua aOur R.- armed EtaisaI Sigel i7tatar rag eiveAsWr upon rvestuest (a ta" fir arm ap*t Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft s fen 612021 t�sr-«:0�' ,. f `k+ta �' � `� vi" r.. fey �tY`•i(.. n�S Y"1 �., r''`1"`'S u.., 6:.Pi,. ,-.. : .t i�'� -... «:.. :va. -.:.: .s'T'� ,a,:!r„9n h :;. :�� n[tY., ,�. Code Entity or Deto Del@ .Date Ponalno ,Date 1 t�9 version Manufacturer Contact Enalneer& loons. Vaatlated BY validated submitted FBC Approval Appnove0 tatus Affirmation 2020 Smen Vent Produce: Inc. Michael Graham Hermes F. N— P.E. Lake Bowdon P.E. 12118J2020 12162020 122821320 Approved Category: Structural Compprtents (077) 441-8368. PE-73770 (334) 300-1600 Subcategory: Products. htroducedas a Result of Infoasmart"ritoom N-T-h-logy Compilanee Method; Eveluelien Report Imm a Florida Registered Architect ore Licensed Florida Proie'sIcnal Engineer products - ft#5822.R8 QualityAssurance Aporevedfor Use Approved for Use Impact Design .Sep# Product Model. Numher nr. Name. Product oascdotrgn Canlrad Exolratlan Date In HVHZ. outside HVN2. ResrstaM Pressure. 1 emanvent Motlet #154D51a Dual Fuectlw Flood and Ventilation Vent 12/312023 Yas Yes 'NIA a10D6100 2: SmertWnt Mods #1540-511 Duel Funetlon Flood and Ventilation Vent iV 2023 Year Yee 141A +100F100 3 SmadVent Mode!#1540520 Insulated Flood Vent 121312023 Y.Yes NIA +t001100 4 Smarrvarm Model#1540-521 Insulated Flood Vent 1WV2023 Yes Yes NIA +100110o 5 SmartVent Mgdel #1540.524 164,diud; Garage Door Ftocd Vent 12/312923 Yes Yes NIA ruA 6 SmertVsm Mode101540�570 Wood Wall Insulated Flood Vent 1W12023 Yes Yea NIA +100f100 -. SmartVent Modal#154Q574 14.5&qud: Garage Door Flood Vent 12/312023 Yes Yes NIA N1A Florida Department of Business & Professional Regulation Pagel 91 Building Codes and Standards 1n412021 Product Approval Application Detail Ss9e Eo011ry or pfrtg mate. Date Pending Date MM varailtan honorable- Contact Enbid-,&License Validated av validated Submitted FBC Auer -I Aooroved Status Revision 2020 Drexel Metals. [no, Jason Shumate Zachary R. Pleat Lgoke Bovden P.E.. 0610/2020 08/09/2020 Off/202020 10/1312020 Approved Category: Roofing f5021 303-1511 PE-74021 (3341 3GO.1800 Subcalegory: Metal Rousing . Iseumetep orexmin— Compliance Method: Evaluation Repoa from a Florida steel stered ArchK of .r a Licen sad Flerlda Professional Engineer FL#17fi7$.N YYfi oducts Quality Assurance Anproyad for Use Approved for Use Ion et Casten Sea#. ProtltrctModel. Number or Name. Product Desorleilon CortlfaCl. F�iolrarlon Date I1� HVHZ Waldo HVHZ WOW( Pressure 1 Drexel Metal Ra oOng Systems on 100N&. DMC 150SS, OMC 1T55, OMC.2005 12l312025 'Yes No NIA +tv-180 ONO 8V Florida Department of Business & Professional Regulation Page2d4 Building Codes and Standards Product Approval Application Detail , .p ^�.' I 'Lv*�.,, ,,'i lea 7f` l-rJ;..: � : � "}., 4 n �� 3, Ma r., t prs>4, m ... .: �,.' J:.. ,.;-, ... ` 's .... J „•1s' 'F ";�, ,; r',.: ..F "�_� ..<. �.<�:•»tw�:._:�.� ,_ .F .,;:. .,, u.0 vN s, ry.� ,- ::; rm 'x.,._..;.i-;rJ^,,, . _. - ;��,'. .-.. ,:. .,�`".,,,,;�. t sit - ��"'�,.._ ....,: �-��T'r _,� � s.. 7-..:-..»�-€m; &ode. Entity a Data Dag Date Pending Date TSej_i Version Manufacturer Canted Erminaar&Lomi lss y Validated Ely IYa ldatad Submitted FBC Approval Appart- t Ws ReOilen 2020 Therma-Tru Corporation Steve Jasperson Lyndon F.80 Not. P.E Ryan J. King. P.E. D41152OZ 12R72020 04=021 Dwad2oz1 Approved ColExterior Doors (8001P 843-7628 PE-43409 48131'7ST-6555 Subcategory: Winging Exterior Door Assemblies s)aspemon@thermalm.c Compliance Method: Evaluation Repon from a om Florida. Registered Architect Or a Licensed Florida Professional Engineer FulIze 81PR8 Rod W# QualilvAssuram Aooroved for Use Approved fur Use Impact Design sap# Rodud Model Number or Name Product Descripllon Cuntrael Exnlratirin Date in HVHZ outside HVHZ eR.9islaM Pressure 1 e. Therma-mu Flher-Cksslcentl Smooth -Stir Nominal 64#39:66quot:lmpact8quo); Opaque 12/31l2026 No Y. Yes NIA Composlte Edge Fiberglass Single Door (InswingfOutswing: X configuration) 2 b, Therma-Tru Fiber-Glesamand 5mooth-Slar Naminal SM39;88wtrt, lmpect&qual; Opaque 12131R028 No Yas Yes N/A Composite Edge Fbarglass Single Door -Ath Sidelitere).8nswmgroutsxing: XO. OXor oxo configuraborts) 3 c. Therma-Ton Fiber-Gasslc and Smooth -Star Nominal6& nt gquo;lmpad8quor, Opaque 121312026 No Yes Yes NIA Composite Edge Flaergless Double Doorwith or without 81det t 5 lnswing+0ulswm . Xx or OXXO configuiellots) 4 d. Themla-Tru Fleer-Ci-w Rod Smooth -Stir Nanlnal8&#3fl0 &quit;lmped&quota opaque i2 ln(126 No Yes Yes WA Conposho Edge Fiberglass 911igle.Door (InswingrWiving;Xcmfigu hoot 5 a. Theme -TN Filb -Classic and Smodh-Star Nanlnal 8'0 "lmpact&poet: Opaque 121312026 No Yes Yes NIA Composite Edge Ftbarg7assSingle D-rwgh sdalnala) I /outsdn9 XO,OX.OX0 Flgurell ) con9 6 If Therme-Tru Flber-Classic and Smooth -Star Nominal 6'0 k-Opectkud,Opaque 121012026 No Yes Yes WA Co mp.h. Edge. F bergiass Double Doer with or wlth cut Seats- (Inswing/Out-Ing; XX.ar OXXO ccnfiguratibnsi 7 6Th-7ru Flher-Cl2ssiq and Smooth -Star Nominal 6'89Wit:Irpact&quot Glazed 12/51/2026 No Yes Yas WA Composite Etlge Fiberglass Single Door (hsNingrOutsclrg; X cmfigurahon) 8 In. Therma-Tru Fiber-Classle antl Smooth -Star Nominal 6&#39.8&qud:Mgact&Wot.Glued 1W312(rM No. Yes Yes MIA Composite Edge Fiberglass Single Door with Sldelin(s) IlneNinglDaNWing, XO, OX V OXO configu"I"a) 9 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39A"ot;ImPeV&quot: Glazed 12r312026 No Yes Yes MIA Composite Edge Flbergla Double Dovvrith or sun Out Sldeldes lln-m D tsyen XX or OXXO 9/ 9. configurations) 10 J. Themme-Tru Flber-Classb and Smooth -Star Naminol 8&#39,0 &quit;Mpe t&Wot Glued 12/312026 No Yas Yes NIA Cempositc Edge. Fiberglass Single Door (InewlriglOutewIng: X ccnflguraden) 11 k. Tnerma$ru Flber-Classle and8mooth-star Homing 8&#3910&quot:l msd&quit; Glued IM12026 No Yes Yea N/A Composite Edge Fiberglass Single Door with Sidelte(s) I I -A gJOuSs'drg: XO, OX or oxo conngvratiata) 12 I. Trrermo-Tru Fiber -Classic. end Smooth -Star rleminal 88#38:0 &quoq#r)pac!&gJot Glazed 12+312026 Nio Yes Yos N/A C-1poide Edge Fiberglass Double.Dowwrin or without 61dolkes (In9Ning1Outs#Ir1g; %X or OXXO ocnfigurstimal 13 Th Inca-Tru Filb -Classle and Smodh-Star Nominal 8$#3988 d;lm t8 d'Glezetl qa p W 1213112026 Me Yes Yes NIA Molded Op. composite Ede Fiberglass Single P P 9 g a D rims (Out �X -ton rig. ) 9 ig 14 n. Themia-Tru Filer -Class c antl Smoob Star Nominel:6&#3988,Wd;m4a tiro of Glazed 12/312026 No Yes Yes N!0. Molded Open Composite Edg,. Fiberglass Single Door wlih Glazed Molded open S'delhara) (InswingfOut g., XO, OX or OXO gmggurati-) 15 o- Themla-Tru Flber-Classic and Smooth -Star nominal 60388 aquat3irripact&quot Glazed 12012026 No Yes Yes MIA Molded Open Composite Edge Fiberglass Double Door With prvnnod Glazed Molded Open sidentes (InW hgfOutsaing: XX or OXXO cdtfigureffena) 16 p. Themta-Tru Fiber -Classic and Smodh-Star Nominal 69#39;88gUd;hnpsd&qu Dt Opaque 12/312025 No Yes Yes N/A Canposlte Edge Fiberglass Single Door w ith Molded Gain Sldelite(s) Ilnauingl0utswing: XO. OX or OXO eonfigum cons) 17 q-Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,&&Wdllmpad&quot,Opaque 1213112026 No Yes Yes MIA Composite Edge Fiberglass Double Dow%1th or without Glazed Mooed Open Sidelines (hswingrOuisBing: XX or OXXO eonfigundions) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget lift 115r1021 Code MORY- r matte Date Dale Fending Data SYc. Version Manufacturer Contact Fine- & Licarse validated ay Validated submitted FBC Aooraysl Arlpr-ol Slams Revision 2020 PGTlndustrles Jong Rosow.ski Mlar*Dade BCCO-CER Mraml-Dado BCCO-VAL 11n92020 1WEno2o 112442020 Approved Caaa,9 ry: Exrerlar Doors. (041) 486-0100 (766) 315-2590 subcategory: Sliding Exterior Door Assemblles )rOBowaki�pdtlntlUstlles.e Compliance Method! Certification Mirk or I -Ming am PL#351-RS§:Produpts Quality Assurance Apoomd for Use Approved for Use lO1P-S._ Design see # Pro11,11 ModaI Number or Name Product Desarlptiat Expiration Da coMrad ta m HVKZ outside NVN2 Resisted Pressure 9 9G6-55io(L. rgo Missile lmpadf Vinyl gilding Glass Door OAM42021 Yes Yea Yes N/A March 6, 2023 PRODUCT APSPECIFICATION SHEET(2023) Florida Administrative Code 98-72 lease provide the information ' As re tnred b Florida Statute 553,842 and ride� r h nformati n and approval numbers on the building components listed below if � yp p pp � Po they will be utilized on the construction project for which you are applying for a Carte >o /Subcategory; Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date TtRIOR DOORS ITherm A. SWINGING aTru Fiber -Classic andSmooth-Star (NON -IMPACT) FL204 1,1 + 7.QJ-67.0 psf 12/31/2026 The rsmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20 4 8 +67.0/-67,0 psf 1 /31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLICKING MI Windows and Doors Series 420 FL15 32„1 - FL15332.5 +40.0140..0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,71-36,7 psf 4/14/2026 Pella Corporation FL2646 C. S C IONAL Wayne -Dalton Series 800018100/8200 #1105 (8 7) FL8248.3 +31.0I-35,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL824S> 10 + 0,0f-33,5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16 r) FL8248.11 +34.41-38.3 psf 12/31/2023 D. ML AL LOUVERED DRS Curries division ofAADGf Inc 607f707,727,7471and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. W OWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/0 FL11206 +35,0/-35.0 psf 6/17/2027 Pella Corporation rp Pella 10 Series FL16603 +60.0/-60.0 psf /22/20 3 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 FL12 11 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60..0/-60.0 psf 4/3/2023 PGT Series 5520 FL243,5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL1535312 MIA 12/31/2024 PGT Series 5500 FL261.1 MIA 5/2612026 E. OTHER 3. PANEL WALL A, SIDING James Hardie Building Prod. Clemplank Lap Siding and HardiePlank Lip Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75,0/-75.0 psf 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54,2/-54,2 psf 7/30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N/A 6/29/2023 Pl;ygwF lass USA, Inc, (for Tile Roof) I POLYSTICi� TU MAX FL5259 N/A 12/2312023 C, ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/3112024 Lomancof Inc DA=4 Exahust Vent FL17202.1 +97.5/-97,5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/3112025 Sorel Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS1 DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679A +0/-180 12/31/2025 5. SHUTTERS S PANELS A. STORM PA E Global Protection Products o Galvanized Steel Storm Panels FL15076A - FL15 76,2 0 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869,1 NIA 12/31/2023 6e STRUCTURAL COMPONENTS k '!,MOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components aJ !- Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2024 C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -(Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/'11/2023 Commercial Concrete Productsf Inc High Strength Concrete Lintels FL1774 MIA 5/25/2024 listed below did o demonstrate product approval at Ilan review, I understand that at the time of inspection of theseproducts.follo info ati ust be The products sled b w not m r rthe � information m p P Pp p P rig available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 1252022 Product Approval Application Detail Code Entity or Date Date Date Pendma 2lik Twe Version Manufacturer o c Enalneer &.License Validated ev Validated Submitted FBC Approval Approved Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. RyanJ. King, P.E. OP23020 OP1212020 07129/2020 10M312020 Approved Category: Exterior Doors (8D0j 843-7628. PE-43409 (813) 767-65H ing Subcategory: SWr Exterior Door Assemblies agsperson@theraretru.on Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer FW=416-R3 Producbi Quality Assurance Aobrovedfnr Use Aporovedfor Use Ion Di^s1 n Sao x Product Motlet: Number or Name Product Description ContraUExpiratlon Date In HVHZ Dulsltle HVHZ Resl !' P enure 1 a. Therma-Tw Fiber -Classic and Smooth -Star Nominal 6'8 &quct;lmpact&quat Opaque 1213112022 Yes Yes Yr1C Composite Edge Fiberglass Single Door {� (InsvAnglOut.Wng; X mnfigurertion). 2 b.Therma-Ton Fiber -Classic and Smooth -Star Nominal8&#39,8 Aquotimpact&quot Opaque 12131/2022 Yes Yes VW. NI Composite Edge Fiberglass Single . Door Wth _-_.- SidelRe(s) (InswinglOutswing XO, OX or OXO 't7a.. L.LU conrig orations) o t 3 c. Thermra-Tru Flber-Classic and Smooth -Star Nominal 5'68quotlmpact&quo1 Opaque 12J312022 Yes Yes -Y2s NIAi t� �• Composite Edge Fiberglass Double Dcoe with or n O C2 Wthout Sidebtas (ImAng/Outswing; XX or OXXO = C-)C9 configurations) � N 4 d.Therma•TruFlber•Classicand Smooth -Star Nominal 8&#39,0&gUotlmpact&quotOpaque 1213112022 Yes Yes as :1AC ry d Composite Edge Fiberglass Single Door y � ® ti 5 e.Tharma-Tru Fiber,Classic and Smooth -Star (I nswrigfOulswing, X;confguration) Nominzl8&#390&quogimpact&quot Opaque -121312022 Yes Yes is - �?)UA0 O Composite Edge Fiberglass Single Door with Q ��„ GV Side)&e(s) (IrtsWing(Outswtng: XO, OX or OXO configurations) 6 f.Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39,0&quctlmpact&quat Opaque 12J312022 Yes Yes es �3a ,�I/A� rS.y C Composite Edge Fiberglass Double Doorweth or : t C wthout Sidelites (Inswing/Outsvving; XX or OXXO m V B configurations) 2" 7 g.Therma-Tru Fber-Classle and Smooth -Star Nominal 6&#398&quottmpact&quo)Glazed 12131f21322 Yes. Yes es lA3 a. Composite Edge Fiberglass Single Door _ •67 tj d (Inswing70utswlrg; XConfguralion) = CMa-Tru 8 h.ThermFiber-Classicand Smootli-Star Nominal8&#39, 8"mPact&quat; Glazed 1213112022 Yes Yes es A �! 9v Composite Edge Fiberglass Single Do x-& adefibe(s) (InsvnngtOutswing; XO, OX or OXO C= •� configurations) C E 9 L Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&09.8 &quotimpact&quot, Glazed 1 PJ3112022 Yes Yes Yes NIA A C,d Composite Edge Fiberglass Double Door With or +MthouY SIDGIItes (InenAngJOutswtng; XX or OXXO y� configurations) p 10 J: Therma-Tru Fiber-Claselc and Smooth -Star Nominal 8'0 "Impact&quot, Glazed 12J31 M22 Yos Yes Yea NIA '"- Composite Edge Fiberglass Single Door (Ins,jnglOutsvnng-X confgu t-) 11 k Therme-Tm Fiber -Classic and Smooth -Star Nominal a&it39;0 8quotlmpact&quot Glazed I?J312022 Yes Yes Yes NfA Composite. D Edge Fiberglass Singleoorpnth Sidelde(e) Onsvoingl0utsvdng'. XO, AXor CXO configurations] 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal ea"S.0 " mead" Glazed 1=112022 Yes Yes Yes NIA Composite Edge. Fiberglass Double Door with or without Sidelites (Insvding/OrtsWng; XX or0)XO configurations) 13 m, Therma-Tru Fiber-Classc and Smooth -Star Nomin2l6'6 &quotlmpact&quotOpaque 12J312022 Yes Yes Yes NIA Composite Edge Flbsrglass Single Door+Mth &qud;Non Impact&quot 9Wellte(s) (liisvnngloutswiing; AO; OX or OXO configurations) 14 n.Therma-Tru Fiber -Classic and Smooth -Star Ndminal 6&#398"Impact&quo1, Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with &quotNon-Impad&quot: Sidelites(InumnWOutswnng; OXXO configuration) 15 a. Therma-Tru Flier -Classic and Smooth -Star Nominal 8&939,0 &quotlmpac duet Opaque 12131720PP Yes Yes Yes WA Composite Edge Fiberglass Single Door with "Non-Impact" Sidelite(s) paw n 1Outswl XO, OX or O O eonfi urati X ens 18 .The ma -Tr Ftoar•C ass) and Smooth -Star p r U. I c r Nominal 8 9 & potion ct& u Opaque I I &#3 •0 q pa q oi, Opaq 12J31/2022 Ye s Yes Y s a t. N A Composite Edge Fiberglass DOUble Door with &quotNon-hineaci&quot Skdeldes (I rimmngfOutsvii ng; OXXO configuration) 17 q. Them»-Tru Fiber-Classicand Smooth -Star Nominal 8&439;8 &quohNon-Impacd&quot, Opaque 12/312022 Yes Yes No NIA Composite Edge Flberglass Single Door 0"SwirglOutswing; Xconfiguration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#89 8 &quotNon-Impact&quit; Opaque 1213112022 Yes Yes Na NIA Composite Edge Fiberglass Single Door with Sidelite(s) (Irm+MngtOtltev4ng, XO, OX or OXO configurations) 19 s.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'6&quot Non-Impact"Opaque 12J31/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or without SIdelites (lmes vnq/Outswing; XX or OXXO configurations) 20 t.. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#3SO "Non-Impao&quot, Opaque 12131/2022 Yes Yes No NIA Composite. Edge Fiberglass Single Door 11ri-Ang/Opfts"ing;.X configuretionl. 21 u. Therma-Tru Fiber-Classio and Smooth -Star Nominal8&#39:0 "Non-Impact". Opaque 12012022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelbai (Ima'ainglo-tswing: XO, OX a OXO configurations) 22 v.Therma-Tire Fiber-Clas.icand Smooth -Star Nominal8'0"N-;mpad&quot,Opaqua 12J312022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelines (inswing/Outswing; XX or OXXO configurations) 23 w Therma-Tim Fiber -Classic and SrnoothStar Nominal 6'8 "NQn-Imps t8,quvlyGlazed 121311204 Yes Yes No NIA Composite Edge Fiberglass Single Door (Insvnngloutswing; X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#391,8 &quothbn-Irnpact&quat Glazed 12J3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelke(s) (Inswing/Outswdng; XO, OXa OXO .Configurations) 25 y-Therma-Tru Fiber -Classic One Smooth-Ster Nom1n2l6'6&quct;Norti Imptid&quot Glazed 1X312022 Yea Yes No MIA Composite Edge Fiberglass Double DoorwAth or W hout Sldelites (Inswing/Outswing; XX or OXXO configurations) 26 z.Therma-Tru Fiber-Classle antl Smooth-SYar Nominal 8'0&quotNon-Impact&quo); Glazed 12131=22 Yes Yes No NIA Composite Edge Fiberglass Single Door (InswingfOutswing;. X configuration) 27 za. Therma-Tru Filow-Classic and Smooth -Star Nominal 88#39:0&quotNar-Impad"Glazed 12131/2022 Yes Yes No NIA Compost. Edge Fiberglass Sngle Door with Sidel ke(s) (I naW ng/OutsW ng XO, OX or OXO configurations) - 28 A.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0&quotNon-Impact" Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or vabtout Sidelites Qrsving/Outswing; X)(or OXXO configurations) Florida Department of Business & Professional Regulation Paga1 are Building Codes and Standards IFx WI Product Approval Application Detail :> �. code Ende, or Data Data Date Pending pig 7vo. Yarslon Manuradurar Corded EnoinaarB License yaadataa Bb Validated 5ubmittod FBCAaorhyal Aooroved status Revshon 2029 MI WIredan) and DoorsWent 2 Luis Roberto Lamas Steven MUOch PE 7N6l2020 10f52020 10119229 1212020 FwpTbaetl CMegary: Exterior Doors f717i 365-3300 PE-62514 (717) 317b454 Subcategory: Slidng Exterior Door Assemblies bsblinger�mMld.com Compliance Method Evaluation Report term a Florida Registered Architect ore Licensed Florida Prdesslonel Engineer FL#15352-RBProducta guallty Assurance Approved for use Approved for Use Impen I;'_e3-gn Sea# Protluet Model. Numb or or Name Product Description Contractt Exnpnlgn Date r HVHZWOW. HVHZ assistant Pressure 1 3ERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312024 No Yes No NIA 145314&quotX80&quot NON-PEINFORCEO 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUMSGD OX. XO, XX 12/312024 No Yea No N/A 969quoYx80&quot1 NON -REINFORCED. 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUMSGO REINFORCED DXD lZ312024 No Yes No MIA. 145314&qud;x96&pool; 4 SERIE8 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED DX 12f312024 No Yos No NJA XO, XX 966quotx9%quot: 5 SERIES 420ALUMINUMSGORB FORCED SERIES 420 ALUMINUM. SGD REINFORCED= 12G12024 No Yes No WA 143&qud:r9 &quit; Code 111 pig Yerston manufacturer Revision 2020 Way-0.1ton;'a dMilon of Overrud Door Corporation Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblle CornplianesWamotl• Evaluation Report from a Florida RegisteiredArchitect or a Licensed Florida Proreaslonel Enalneer F L118248-82D Product. sea # Product Model- Number or Name 3 8D00/81000200:#1105 1D 8000/8100/8200#1123 11 60001610016200 #1124 Florida Department of Business & Professional Regulation Pe9e 1 ar2 Building Codes and Standards 119J2D21 Product Approval Application Detail y- Entity ur Dart. oaajg Veto Pandno net - Contact Enalneer S License Validated W Validated ubSz minted PBC Anemval Approved SratUe Dwayne Konrsh John E. Bcates Jeffrey P. Am.... P,E, 101122l)20 D9292020 102312020. 12/1612020 Approved (33DY763.8121 PE-51737 (904)821-5200 dkomIshQwayne-dadgn.c om Quality Assurance Aooroved for Use Approvild for use Impact Design Product Deserlotlon Connact EXdratlon ease HVHZ In H HZ Outside HVitinerant Pressure 9' Max width. 14' Mex height. Muing 121312023 No Yes Ye 9 +31.001-35.00 available in lop or intermediate section. 10#39: Maxwidth. 14' Max height, Glazna 12Yu7312023 No YYea +30.g0l-35.50 available In top or intermediate section. 18' Mu width: 149#39: Max height. Glazing 12/312023 No Yea Yes +34-4004.30 avallable In top or nteRnediate section, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application De tail Pus.1 01 1 r32021 `v-,;�xan r = :�„ n"f'm. C c y � w, 2:: �x r T-�;',� c ,<. � r, 2 ��..«,r�,i• ,.-xcT �7 . Co: a Entity Ad, Data Data Pending pAiQ Tvoe. Yersibn Manufacurer cotdad Enomear&License validated 8v Valiqlatarl Submitted FRCAparo-I Approved glass s Revision 2020 Comes Division of AADG. Inc. Tom Randy UL LLC Troy &shop; P-E. 12110J2020 121012020 1221202o Approved Ca gigory: Extent. Door. (841) 494-2813 N54) 947-0880 Subcategory: Extend Door Components Ien.retlsy@esseablay.co Compliance Method: Certification Mack a Listing m FL#11637-541 Products coal Assurance Approved for use Approved for Use IMDIL41 Design Sao# Prodlmcf Modal Nmnherar Name Product Description Contract Exoiratlon Date In HVHZ outside �7 Resistant Pressure 1 607,?O7 72?, T47 ?57 777, and 847 Sngle antl Pairs d Flush. Glazed and Louvered single and pales or 12GI12M Yes Yes Yes IVA Doors hollow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d2 11Sr2021 Coda Erdlly oY Data Date Date Pandlrro Date Iyg, Version manufacturer Contact Engineer & Lo-al Vandated Sal Validated Submitted FBC Aoomvar Agar oved Status Revision 2020 MI WIndm's and Doors Brent atlinger American Architectural Steven M. Unit: PE 11117/2020 11111,2020 112712020 Approved CMegory: Windovts (?17)365-3300 Manufacturers ASSadietion (717)317-8454 Subcategory:. Single Hung hsitiingerCMI•-ad.com Compliance Method: Cen Fite lon Mark: a Liating QualrN Assurance Apgroyed far use Aoor-dipr Use know Desist 5-9 Product Model. Number or Name Product DerCrID110n Contract Explratlon Date In HVHZ Outside HVHZ Resistant sure 2 1656H 52x72 FInJFlange, Frame IG/SG Single Hung 10/082023 No Yes No +60f-60 Laminated Glass N Lo 2 Q� Q O CU U U 4�-� `v-coU) O O 0 ^O^ 21 O W CO I'^ o� O L'�- L O cu V IVJ V Al y^U O w L Y^i C- CU -0 iup W Q Z Z W J E N z W _ M O 0 0- U 0 L- 0— W U M H O yr_ l.lcc..i W Z Z Q J a. SHEET NO. PA 1.0. -6-0 (1) (1) C__ I - CO (3) 1"'- Florida Department of Business & ProfeSSiDnal Regulation Page 6 of 8 Flonde Department of Business & Professions[ Regulation Paget oil Florida Department of Business & Professional Regiulartion page 1 01 Florida Department of Business& Professional Regulaticin page 1 or2 -0 > c- 0 Building Codes and Standards 1125,2D22 BuIlding Codes and Standards i&'D21 Building Codes and Standards 1 WA21 Building Codes and Standards I U2D21 -P,-' = Product Approval Application Detail I I � Product Approval Application Detail __ ___ ProductApproval Application Detail Product Approval Application Detail 2 2 _0 C�_ = (2) 0 0 0 L_ (1) - -1 - - _.' - - -� ��'��'.r-� _� -, . " 7 " A'M-:�F -W �' _� ." - �.-'�.'._�'_ �'_� -5 I - � �� -.-I-- 15�' ,xv,"R4,� 1-1 I'll - " Em � , M , I'-, _ ;1 . _'� I" '�L` i 11" � 1- __ I I'� �' �'4�"�-' - , " , �.g�' ;'� '' i ,. , , � � wl' . I �- p 11�"4" '�&,-'��'.'�'-'�'Iwffi'�Z " ' I" Of 0000 _� , Entity 9 ", Date 2W1 Date Pending Date 11 11 A 99A Entity or , �'r"U "I'l""I'll""I'l-�,�--�-�'.��""I'l"""""'�,,� " "I -, Rft Date cars Pending �' 11- I -1 � Date = M -0 n Tvise Version Manufactu contact Frainear&LIcense Validated E. Validated Submitted FSC Apigroval OEM 8=21 '10113F2021 Approved 1211512021 staty Appr-.d Cod. TV*- version ManufaiTurer Entity , 21111 -Oda Oat, Pongina 2d, contact Inalneor a License, Validated submitted FSC Approve Approved Slow$ code 211011 Vilodus, Inlitir " Cato gall Date pending 199 Licarao Velithatod ft V.fidahaj Submitted FBC Amprowl A,-,d suslus MM 11-1- Margrf,clumar Cum,ict - __ - �.. MR. Vand'dold! Ell V.4datod a.b.m..1 FBC A-val §6 L-1 — _4J` (1) M C) a) (13 -ia Rovisaicm 2020 Thlarma-Tr. C-locratinn, Category: E.t.ri.r Do- Sbove J-pons- Lyndon F. Schmidt: P E Ryan J. King, P. (8DO) U3-7628 PE-43409 (813) 787-6555 10)0712021 Aflamallot 2D20 PGt Industries done R--,dd MI.A.Diade WOO - CER Mismi-Dad. 8000 -VAL 1110512020 1110512020 Ilti i12020 Appro,eed Reavialon 2020 Ml Windov,il,and Doors Brent 8ftlintrer Amedcan Architectural Steven 14 Una. PE lausno2o iQ/0612020 loils"2020 Approved Revision 202a MI vVinday,s and 13� CmagW. Wndoers, BrortStlinger American, Nchl actual Steven % Won RE 1717)365-3300 Manufacturers A...i.b.r fllir)317�8454 11122i'2020 11122/2M - Appi ovad -1., = CZ -CV . - Subcategory: SWriging ExWjw Door Assemblies sjaspersori@thermatruco Category: Wnd-5 (941)486-0100 (7,36) 315-2590 Category: Windows SubCalegorF. Horizontal (71?� 355-awo Manufacturers Asscclsdop U17)3ITZ454 bsIfflng.0_n,1_ Subcategory: fixed bsitlingi.agirrowd.o.in = CD -0 0 ch Compliance Method: Evaluation Reporthome in Siltioahlip.,y: single Hung Listing frosowsKiltp9tinclustneal, .. Slider compliance Method: Coriffloolim Mark a Listing C� ... prance Method ; Carlifiolf,on Mark ol- Listing -0 Florida Registered Architect or a Umnsed Florida Professional Engineer Co,hpilim.. Method: Ctettlicillion Mork or I I � I 11 I I I I I I 11 I � I I I I I I I � I I FL011214941 4 I I = 2 0 -= -0 � FL#2442811pr � I I - I I I I I I I I ft'i5it-R3 Products I I I 1 lainakludg = W FL#2U6l,R7 Products Quick, A-unmes Auctioned for Use Apano I ved to Use Impoct pood- Quality Assurance A,broveol for Us. Appartered for Use Impact polo, 8-00 Frodmt Model, Numberor 2LWUL=ULI= Product Deacriptla Contract alienation D,Rtit A-,v,d for Us, In HVHZ outside HVHZ 1, -t Major, t.n 11M 0 3_ = -2 = 5g. Soo 9 Product Model, Numberor Name Quality ASSU-tre Product Description Contract Expiration ApprovadforUse Date In HVHZ AD0RrVO4fQrUIa0 outside HVHZ Impact Resistant Dwon Pressure am# Flounder MAkfal, Number or t4amis 2 SH5560 tLorg. Misail. Impact) Product thills.ret.ri Contract Expirldlort Date In HVHZ Outside HVH Resistant Pressure Vinyl Single Aurg Wrvl� 076=025 Yes yas Yes MIA a-- A! P-ductittedol.Num"i"Na - i HS leg Fin and Fares From. product D,ao,],H,n Contract Eximnitlan Date 1, HWZ Outside HVHZ R.sitand P.... 7342 I raul.ted Glass OVIW024 No Yes No -55f-415 Wall I lag PW 73 � 72 Insulated Glass 0410S12023 No V" � No --t-0 0 LL = - - — CD M -6-0 4- M 1 a. Thermis-Tru FibenClassic and Smooth -Star Nominal 88ap39:8 "Non-Impact&quot: Opaque 12t3l/2022 Composite Edge Fiberg Islas Single Door No yes NO MIA " -C ll- _= . CL - = CIO 0 > (InsyAnglOutswing; X configuration) :Z1 CJ CL C=) = to M U) 2 b. Ther-Tru r1ber-Classi. and Snnss.th-Stil, Nominal 6&W3G,,8 li,cluckNon-Impactilqual; Opaque j 2,'3112022 No yes, No NJA -") C' C�4 -= ilm a) L_ " Composite Edge Fiberglass Single Door with adelibe(s) XO, OX OXO � _.; >-C = LA_ U) , 0 OnevonglOutswmg; or configurations) w1i CL .� CU C= (7- 'n co - 0- 3 c. Thar-7nu Fib-Cessciand Smooth-st., Nomma(S&*39:8 "Norl-Jmpaot&quot Opaque 12t3l/2022 Fiberglass Camposits Edge Double Owr ,Mth or No Yes No NJA ;� - W -= CIA .= 40-2 M -4.- 1-- = U) < -C 2 C24 _S -0 . - withoutSidelites (Inswrigi0utisving: XX-C))= configurations,) -, al: .T Cu, �'c - rn!� - . 4 d. Thanns-Tru Fiber -Classic and Smooth -Star Nominal 78#%ti) j%quot;Non,ImPau;I6quot; Opaque 12131/=2 No Yes No MIA ' S: E - = = Composite Edge �Ilbarglssa Single Door 5 a Therm-Tru Ficer-Classic and Smocth-Star (InswingfOutswing; X cohfiguration) Nominal 7&#M,D &qubt:Ndn-Imoact" Opaque 12,`3112022 Composite Edge Fiberglass Single Door with No yes No MIA cu '= _= j= cio ;= -Cc -;a :I: al: M I Sole1W.) 0mawnplOutsWng: XO. OX or OXO . " > = QJ '= 6 f. Thermia-Tru Rber-Classic and Smoth-Star configurations) Nominal 8&#3S;0&quotNorl-Lmpact" Opaque 12131 f2022 No Yes No N/A Florida Doparlinent of Business & Professional Regulation Pagel at Florida Department of Business & Professional Regulation Peg. I .f 1 Florida Department of Business & Professional Regulation, .T Cj Z.- ral a- CL, = at a Composite Edge Fiberglass Single Door Building Codes and Standards V5021 Building Codes and Standards I IN2021 Building Codes arid Standards j;: ,= .!! A2021 onswinglOutswing; X configuration) ,,, -a _= 7 g. Tharnme-Tiry Fiber -Classic and Smooth -Star Nominal sa#39;0"No�ImpacI,&quoI; Opaque 12131/2022 Composite Edge Fiberglass Single Dwr %vith No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail S a h Therma-7ru Filber-Claam and SMDath-star Sidelile(s) (I nswingilOunwing; XC�. OX or OX0 configurations) Nominal S&#3g;O&q.ot;N.p-I.p.ct" Opsiqu. 12t$112022 NO Yes No MIA _N - I 11 . I I � � �� I �� - t.'ImN 111. 11 -14 I 11 I � - - I'll, iil�"%' gagg %pip"', s�� a ",g"R"nagg v ;�-" "my "p ot'e',' '�� , � _. -t � g � % �� 'g 41�5� �� " 11 I 'EliiPo," �','� , p _ g " � �' �Z' 7:,- '��R'M= I-. "I - _--i"' Cornposite Edge Rbergim& Double Door Wth or vAthout Sidalites (Inswing/Outswing- XX.r OXXO C-& Eniltv or asitis 211111 Data Ismidino 2ag coda Data Date Data Pend- 2" QRg1a Dat. Data Date Fandma Validated Submitted FOC Approval not. - Aporovad status 4 configuration.) . T version Malrufatu- claact Engineer & W. �_ Validated By VaIld,it" -submitted I'SCAperoyal A -sod staft's MM Wall M-Fact.. Contact Emilh-6 Litanse Validated 1), vallidated Submitted FBCApproW A,m ALta Tv!). Version Manufacturer contact . at Validated By 9 i. TharnMa-Tru Fiber -Classic and Smooth-Staf Nominal Wn:8 "Non-Imp@d8quof, Glazed 113112022 No Yes No NfA Afiffirredl.ri ZD20 PG`rtnd�stri.4 Jars R-.01 Misinni-Dalk, ScCO - CER Miam-Delde RCCO - VAL ilM/2020 4110512020 11114/2020 Approved Revision 2020 Ml Wrdwa and D Ront,91trnger Luis R L-, PE Eleven M. Mon. PE 10JO012020 1pfoe?2020 IOAWD20 12115)2020 Approved Affirmation 2020 PGTIrdusInkss Jon. R-Al Mi.ria-D.de SCCO - CER Mbmi�D.de EICCO -VAL I I IVIM 20 IV05J2020 1111 i/2Q20 App-ed Composite Edge Fiberglass Single Door Category-- Wndms (941) 466-0100 (786) 315-25N category: Windows (717) 365-3300 PE-6261 4 (717)317-8454 CahagoW. Writtours (94i),186-010 (7alii) 315-2590 (InswriglOuts,ming; X configuration) Subcategory! F-d jskI@pgtpdvame.c subcategory! Wgion. bsIdln5br@mnvd.om SubCztogoFy: Mullions, jrwoosk1@pgthndu9qesc 10 J. Thernna�Tpu Fiber-Classicand Smonth-Star Nominal 6&#39,8&quotNor_Impa&&quot Gl 12151 f2022 No Yes No NfA Cconp,11-114.1hod: Cartif.11- Mark or Listing on, Compliance Ifielhod: Evaluation Repon tom a compliance Method! Cartliciition Mark or Listing .in Cotvipostas Edge Fiberglass Single Door with I I Floid. Registered Archilost- U-seed Florida Sidelfte(s) (InsWing/Outnaving; XG, OX a 0X0 FI.4243424ft.dtiot I-- I I I Professional Engineer Products I � 11 k Therma-Tru Fiber -Classic and Smooth -Star configurations) N-i-I 6&#39:88q�N.n-Impact&q.ct; Gisuzed 12r3l i2O22 No Yes No NIA Seek P,od,ot Model, Number or Norris, Quark, A.-rano, Aura-41-1), Aparovad for Use Impact -ntmm prod.ot Dogriptl- Contrapt S.,iration Us in HVHZ Wend, jVj Resistant presouro I I I �FLJ1115SSAAS PnodW I I 11 I � I ! I I I I I I �'� 11 I I I I I I I I , � I � I I I I '' '' I � , I I I I' � I , Un a Product Modlel. Number or Name Quality Assurance, Product Descried oil Contract Eildr.11- Owe Approved for Us, ftilt-dfil,11%, In HVHZ Outside HVHZ Wood Die.lon Resistant Pressure Z Compo5its Edge Fiberglass Double Door ,vith or without SkIslites (I nevilng/06tswing; XX or OAXO 5 PVV-5820 ti-argle Missile Imp,di I VIn,l Food Wnd 04364025 Yes Yes Yes N,A QW[tvAirs,trairica "innowd for Us, Avirraysul for Us% modest Deraics, I Mull ons for Alt Doors an it Win doen, Aluminum Mullions 05126M26 Yes Yes Yes NA 12 L Therma-Tru Fiber-Oassic and Smooth-Sta r configurations) Nominal 7&#M;O "Non-Impact8quat, Glazed 12131 r2O22 No Yes No MIA S-4 Product Moriel. Number or Nam 2 67G4 product Daeorlintion Contrast Extidinstion Date In HVHZ 0.1ald, HVHZ R.alismot Promr, venlicial Aiinrin.. M.19- 12131=4 No yos Yes WA Com posite Edg a Fiberglass Sing Is Door linswrigtOutswng; X configuration) 13 - Themnsi.T. rib-Clostai. and Smc.th-% r N.min.1 7&ft39;0Aqt;N.n-ImpacMq.ck. GI--d 12131)2022 No Yes No N/A Clomposite E dge Fiberglass Sing Is Door with Sidelfte(s) Q nswing/Outs,ving; XO, OX or OX0 configurabons) 14 n. Therma�Tru Fiber -Classic and Smwth.Shr Nominal 8'0 &quotlMon-I rrposd&quc� Glazed 125112022 No Yes No NlA Z Composite Edge Fiberglass Single Door (Inswing=ng; X configuration) 15 o. Thermal-Tru Fiber-Cfasso and Smooth -Star Nominal Q &quotNon-I mpact&q^ Glazed 1213V2022 NO Yes No NA Composite Edge Fiberglass Single Door with Sidislita(s) (I nswrtg/Outsviing; XO, OX a CX0 Florida Department of Business & Professional Regulation Pop I pit Florlda DepartmenA of Business & Professional Regulation Fn.2d2 Florida Department of Business & Professional Regulation Fage3ur,l 16 p. Tharma-7ru Flber-Clasalc and Smooth -Star configurations) Nominal 8'0 &quot,Non-Impact" Glazed 12Y3112022 No Yes No NJA Building Codes and Standards I 1&2D21 Building Codes and Standards lW2D2l Building Codes and Standards 31612-023 Cornposito Edge Fiberglass Double Door Wth or without Sidalks OnswinQ10utswing; XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W configurations) 17 q. Thernints-Tinu Fiber-Clossic and Smooth -Star Norninual @&#39:8&quotNLmpact&quat: Opaque 12/31i2= Composite Edge Fiberglass. Sing le Door with NO Yes No NIA - ,-,,,,, '," Z_�j_�_� .,'�' � ___-:� '_ � �&�':"_��-- , _'-__ .- I 1x__ - '� r�a-"'--.�g- - ,," __;j V' - , '� '' __p �;' __�': �lp '� L I "'m r1W t - I 11 .��i ,��' Transom (InswingiOurtsvving; OIXconfiguration) ; �. � _-, � ,- It-IN100 18 r, Therma-Tru Pitoer-Classic and Srrooth�Star Nominal $9#39;8"Non-Imp@ot" Opaclue 12.13112022 No Yes No NIA code Inlayer Pat$ Date Done Pending polo gift r;ptlty or OMO Date 10go Bonding Data Cod- EntrInt Data Ose Cate pondl Data C-p-it. Edge Fibsuglas. Sing 1. D-With Sidelint(.),and Transom �J-Ing/O.riavvngl: OfXO. Ofox or OlOXG o.nfigurations) . TV- V-1mr, Manufacturer Rovisi.. 2020 James Hands Building Predicts. his, C,me,t Enaln,,r& License Wildshad By Validated! .Submitted F5C Approval A-pn,,di ,status Chad Dicroke V. Andrev., Tan John akruth.4 RE. OV0512021 12/i42020 olmo2i carp FBC Anon 7v.. Version Manurfiaotur., Revision 2020 Aisid. Contact Validated By voldibul submitted FRC Anom.al Ppw,,md star,, hll�k Thompson Lyndon F. Schmkft� P.S. Rys. J King, P.E. 02?l5F2)2l 02n5rA21 OM212021 04M=021 Approved TV- version Marl,flactorer R.v.l- 2020 OAF Contact E-Mottfilig .... Validated Eh, Michael Stith Rot,ort Nomill.n John VV, Kricufth. PE Validated 0,tormatod FECAP,psvig i 2JI 9�022 12117M22 12r-WG22 A,prossni a" a2M7/2023 Appl-d yes NO NA cm.por. P-1 Wells �909) 545-83U PE-61682 (352)3497-2528 Casgw. panel Vhlla i330) 922-2389 PE43409 ia13) 7(37-8555 Category: Roping (800)7M-3411 PE-59160 CM45 M-8224 19 9. Thermal-Tru F tow -Classic and Sincuth-Star Nominal W39:S&quotNor-IrrlpaGt9quot; Opaque 1=112022 Composite Edge Fiberglass Shgle Door with No Subcategory: Siting ch.d.dl.ck.@jh.dt s.loc.t.garr Soft nth-p@taWd 8.11oCabititurr- Asphalt Emilio. insti.50g.t.-m mi Sidelibels) (I h.vAng1OutsWpX.. XO, OX or OXO Compliance Method.* Evaluation Repon frorn a - Complonos Method: Evoluatch Report from a Gompflanee Method: Evaluation Report from a Continuous Head and Sill ConfigUrstons) Florida Registered Architect or. Liourlsed FtWd. F1.6d. Registered Architect or a I-loo-d Florida Florida R.giI.t.pa,IA,.hft.dt ar . Lloarsed Flordis 20 t.Thomr,o.TruFIbar_C1os"l AndSmooth-Stor Nominal 8&039:0 11quotillon-ImpacAquot Opaque 12J3112022 NO yes No MIA Professional Engineer P,.f-I..l Engul- Prof ... I-st Engineer Composite Edge Fiberg law Single Door with I I I I I I'll I I - I FL*1101244N Produces Siddite(s) 0 mawnplOutswing; XO, OX or OXO -FLA1301ARPhoduct. I - FIM52n-115 Produms, I Continuous Head and Sill configurations) Quality Assurance Approved for Use Approved for Use IMMI lootaill, Quallh, Assurance Approved for Us. 4-oved For U., Impact 22dw Quality Aesuranoo Approved for Use Approved for Use IMDM Dealer, 21 u. Thernina-T. 5ber-Classic and Smooth -Star Nominal SUS" Riquot, Nor-] mpact&quot Glazed I 213112M No Yes No NA $0,110 Product Modd. Number or No- Product Dosarlittio Contract Expiration Date In HVHZ oulislot HVHZ Resistant Pressure sag A Product Model, Nunribar ., Ms.. Product Description Contract E.01.1j." bad. I., HVHZ Oiduld. HVHX R.Wount pra.a.l. son A, Product Model, Number or Name Product Description connect Expiration Cato In HVHZ Outside HVH Resistant Pressure Go mposilts Edge Fberg lase Singl a Door v;fth Sidelito(s) (I ns,MngiOuts,v1ng; XO, OX or OXO I C..pi,nk Liap Siding illb-oarnimt Isip eidng IMIJ20n yes Yes MIA NiA I a. aquoti2l'Outt sont VemorSdIdVinyiSoffit 12131r2023 No yes NO NIA I GAFAsphaft RoetShinglas for .. In FRC n.-HVHZ Fboigaseralmlorooil 34.1b, larrinst,c], 5-t.b.nd 121%2025 No yes N(A NIA Continuous Head and Sill configurations) 2 H.d,,Pl.nk L.P Sding lbe-n-ant I.p.Whg iMlt= Yes Yes MIA MIA 2 b. &AuctAIII-a T4&quot7 Saint VentorSdidVirryl SWIR i21312023 N. Yes No WA junsdictons hilpflidgm .�ph.ft shingles I 22 v. Themns-7r, Filber-Classi-rd Smooth-Ster Nominal 8039:0 &quotNon-Imjoac6quct Glazed 1213112022 No yes No MIA S C.A.quot;Gnsentular Vintage Boaded&#39: Soria Vent or Sold vinyl Sort; 12)3112023 No Yes N. NJA GDnipositt, Edge Fiberglass Single Door with 4 IL &qu.t;05&q1ol; Senn Vent or Sold Vinyl split 12r3lJ2023 No Yes No MIA Sidetile(s) Q ii-AnglOutsvAng. XO, OX or OXO 5 a. JuquotCharter 03101,quot, Soft Vent or solid Viny) Song 12.,al=3 No To No NYA Continuous Head and S11 configurations) 6 f. &qu.t.'S.p.r Spol" S.WR V-1, .' Solid Vi.yl S.ffit 1213V2025 No ys� No NYA 20 W. 7harma-Tru Fiber-Claselo and Smooth -Star Nominal U939,6, gv:uotNon-Jmp*cAquct Opaque 1 PJ$112022 No Yes No NJA Composite Edge Filbarg ass Door Pa nets with Vented Eidaide(s) (I nsv,An WOult5wing; Xy, M or XXKX ceenfig,irsti.n.) 24 x. Therma-Tru Filow-ressic and Smooth -Star Nom inal 811M, 0 tiquot; Non -I mpact&q uot; Opaque 12131f2022 No Yes No WA Composite Edge Rbe rg lase Doc r Pane Is with Vented Sidelita(s) (InswinglOutawing; XX XXXor)O= oolpfigursti.n.) 26 y. Therm-Tru F her -Chl ssic and Smooth -Sot r Nominal 6&9_N;8 &quct,Non-Irnpac!&quot-, Glazed 12J3112022 No Yes No NJA Composite Edge Fiberglass, Door Panels vAth Vented Sidelite(s) OnswriplOuteiving: XX XXX or )OM Florida Department of Business & Professional Regulattlon Pagel oil Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation Page 1 of 1 configurations) Building Codes and Standards 10&2D21 Building Codes and Standards I 02021 Building Codes and Stardards 1AY2021 20 z. Therme-Tru Fiber-Classit; and Smooth -Star Nominal 8W3D:D&quctNon-ImpaG19quot Glazed 12,13112022 No Yes No NIA Composite Edge FIbergloss Door Panels vAth Vented Sideliba(g) (I nsWrigiOutswinig. XY, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) I I I - I � ' & ��,' -��'�� , i� � , - N i , ____ _. , , �' � I " 27 za. Therma-Tru Filblgj-Class'� and Smooth -Star Nominal 6&#39:8&qucKNon-Impaot&quot Glazed IM112022 No yes No N/A Composite Edge FiberglagsSirple Doorwith 38#39;O Sidclke(s) 0n5wirg1OutsWnQ. XC, OX or OXO Cod. I 21- ' I ritifir er We Dot. Dot, laindiou Date code .. I splay or Date Date one Pending Dot- Cod. Entity o Data also Date Pordina �41'1`14 �' �' bats, 28 zb. Therma-Tru Foer-Claselk; and Smooth -Star ocmiligur0ons) Nomma I 6MS:S Squot; Non -I mipuicdiilquot� Glazed 12131/2022 No yes NO WA TV 0 - version MAnuftowner C,,d,d Emil...' a u0smit Validated W Validated Sub.Itted FaCA-moval A ... �,d status lual. version Menagradure, Contact Eddins.& U - - - Void" a, Validated Sumnaltiod FSC Atemirtal A."-d seltus Type V-1on Nisnufact .... canted Engin-&LIcans. Validated By V211d.lod S.b.fttad F&C Appr000l Approve Slatut C,omposite Edge Fiberglass Double Door with R..sash 2020 TAMKO Building products LLC Kent Edo Robert Nionnincin John W. Knevevich, PE 10,0412020 09U912020 ICA212ON 12MSr2020 Approved Revision 2020 I.M. Thompson, Inc Los Thompstin Architectural Tony Christman Zachary R. Priest Steven M. Urch, RE 09117=0 0911612020 o9j=920 12n5=20 AM-d R.usi.h 2020 Flood. Metal Products Inc. Clark Jm.s James L. Rucker. RE-C Steven M, Urldr. PE GDJ2712020 09125rA20 10,04,2020 17116M20 App-d 3030:0 Sicelites 0 newnglOutsvving. O)O(0 category: Rooling (417i 824-6844 PE-51illiS f954)772-6224 Metals Company (TAMCO) (813) 248�306 PE-74021 t717)317�8454 category: Rooting k9D4)783-8400 CBUCK Engineering (71?) 317-8454 configuration) Subcategory: Unclen.yrnorls kard .d-@t.mk..t.n Category: Roaling toryCparneWroofing.corn Subcategory; Routine A�oeeita that are an darkipflame-tim PE-31242 20 zc. Themna-Tfu Fiber-Clast'sqand Stripoth-Star Nominal O&AWO Siquo�Non-ImparidAcluot; Glazed 1213112022 No Yes No WA Couniollann Method: Evaluation Report tom a Subcategory: Roolng Accessories that are an Integral Pan .fine Fouling System Composite Edge Fiberg lase Single Door with 39MG;0 R.dda Ragle.ped Ar&ft.ot ar a Licensed Fond. Integral Poll ofthe Fooling System C..pll-.. Method: 2volu,tion Report from . Sidelito(s) (I ruawnglOutswing; XO, OX or OXO Professional Engineer Complianm Memod, Evaluation Report from a Florida RegkitarodArchitest .. U.r,.d Floid. 30 zd. Thorma-Trul Fiber-ClassiG and Smooth -Star occifigurations) Nonhhad BU39:09quot.Non-Impactill,quot. Glazed 12iS112022 Kb Yes No MIA I" R,*h Registered Architect or a Licensed Flo -Ida Professional Engineer Profession,$ Engreer Composite Edge Fiberglass Double Door with Flu*12379-Millfirdituda I 11 � - I 11 I I -1 I FL%jLjW2 laradyi,is I 1 I 3=39;0 Sidelines (mgWr%l/0utsWng; OXXO configuratIon) 0sialtLyAmiur-, Aborovaal fur US, Agatromig! for Uka, Impact Deskin � � 11 I I I - I , I'll I .... "I I I I '' I � , I I 11 I I -� I I I I I I � � I : I I , I I I I ,� I I I 1, I I �, � ,� I I 11- I I I .� I I , I I I 11 I I I Quality Ass I urance I I Anproveg for Use Aoprovod for I Use I � I Im-01, Rift 31 ze. Thermai.Tru Fbar-Cessio and Smooth-Slor Nominal 7&939;0 &quotNon-Impao1ugquot; Shaker 12131/2022 No Yes No N/A 0-0 Prodwit Model, Number or Name pi-od"'t PA.�rhitkt Contract rxvirallorl Delta kwi Outside HVIIZ Resistant pre.- Quality Assurance Acitiroliodfortis, Alcoloyed for USA [MONT coal= &A-9 P,.du.t Model- Ish.l.b., product Destitution contract F'roicutdo oat, I,, HVSZ outside KVWZ , Ro.ilet."t Pressure Sario, Comp..ReEdg.Gi.-dFibo,gla---AngW - ' I TAMKO Root Undarlayments (HVHZ) Root uncisdayments for use In FSC HVI-a 06MM23 Yes No MIA NA a--# Producl: Model, N-b- or Name ' product Description Countract E�Wnaflorn Got, 1, HVKZ Outside WMZ R-tallact Prioarpus, 3 3- FLAMCO &qwt:RV 10 Ridge Verk8cuot: Aluminum RldgeVenu. for pitched roob, labroated 12/31M24 No Yes NO WA Doo-ith ot- without 1&#39:2 scolite(s) jursdotiors. I TAMCO, Fla Top Off -Ridge Vent 41th Bark for no 26 go. statio,00f,nantilat-Ith baffle omlia(ctlil yes Yes NIA WA fr.. 0.02YA-invin OnsivonglOutsaming. X, OX, XO orOX0 configurations) 2 TAMKO Root Undeney-M. (NOM-HVla) Root undedilyments for .a. In F BC n.-HVI42 06,09=23 N . Yes MIA WA 2 TAMCO GoosonscIt'Vont 26 ga. WIOS12M No Yes MIA -Oi-52.5 joisdations. 3 TAMCO Off -Ridge Rod Venv.-Jth sells 26 gA. static rool'"MIlator with initgrated battle 0910812026 Yes Yes MIA N/A 4 TAMCO Roun it Top Off-Ridile Vent with Baft for Tile 26 g& static root ventilator ,vith baffle 09108f2026 yen Yes NA WA Florida Department of Business & Professional Regulation page i of 1 Florida Department of Business & Professional Regulation P.,al d3 Florida Department of Business & Professional Regulation psual dl Florida Department of Business and Professional Regulation Building Codes and Standards 1012021 Building Codes and Standards 11F72021 Building Codes and Standards 1WO23 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) w "T.1 , -C � BEER' � �= �T'- �3t��'v. ��'�""��'�'�""'-" ", - 10 L. Cod. Ettft Date 20 Date Pandl, us 9"ll Ejilitv or oat- Oad. Data Pandinor Oda Code Putty or Data Date Ode Pundits calls FL#6259-R31 Type Version blamonict- Revision 2020 Loman.. Cortata Enatmeen-&Ljoense Validated N Validated submitted FBC Alimm,vg A -mad satits Katrina J.1loy James L Buckner, P.E. Steven M. Qriah, PE immo2a 1 If2a12020 11�2W(320 ding FBC App, Tv_ Versinn Iffianurrattu- Rovision ZD20 Boost Roofing contest Endkeo, 8 1.1- val'Atiol:1 51 Validated submitted W Approval Av-d 261a Anderson Robin IAPMO uniform Evel.lifinn Gary VV. W.11,11 IIIOMD20 11102020 IIM6/2020 Aplor-d TY.N14 Voinalon Mmu-fmtur" Revision 2020 Global Protection Products, LLC_ contact limil-or & Osseo. Vaijoced Sy rim Robinson Waker A 1`11111, Jr., PE, John W. aniseevich. PE Yold,loO Submitted FOCAporovel 0910a)2020 D9/08/2020 1I)MInG20 Approve status 12JI512020 Approved (D code =dY-Ql Date Date Date Date Status t.t.2.ry: no.fing (601� 983,6163 PE-31242 (717) 317-$454 1 C.tas-ic Roofing (601) 380-6091 SsNIces LLC. (205) 054-0160 clatogarry! Shutters JR54) 689754�5 P"167 (954i 772-5224 Rp e Revision Version Manufacturer Contact 2020 POLYGLASS USA Maury,ftert, Engineer & Validated By License John W Validated Submitted Pending. Approved Approved 1012612020 10;'22i'2020 FBC 1211512020 SkmCaloyerr. Rooffing A.-ofies that are an IntegialPailofth.RoofintiSystarn Campli-Mattolid:Eval..Honthapont same kifelleyokimancocom S.bC.1.9-ry`_ R-rmg'mes c"ll-Malln.dt 2�.Iuwi_ Report film. Product Evaluation Entily RoloriAnderawililboreloo in subcategory! St.h. Panels Compollame,es Method: Evaluation Report "m a tini.robingonglippent- in Category: Roofing S954233133OSmalpertopolygia�.00m Robert Nieminen Knezevich, PE — 11proval Florida RegaterodArchItect ore Licensed Florida I I 11 ' - "446411"'Im"41 �� 11 I 1 I I 11 - I I I Ponds R.gl l.redArehitast .. U,ero� Florida Professional Engineer subcategory: Underlayments Compliance Method: PE-59168 (954) 772-6224 11f01/2020 Pr.l.sso , ral Engine*, I FIAMIZ112-thl japadu ,I, 11 : I 1. 11 � : I I , - I 11 I - � I , I I , , , - I I :1�1'1 � , , �' , : I I I � I 11 ' I I - I 11 - � , "I I QaxlmrAssurarKa Approved for Use Approved for Use Impact Deshm , , I I 1� - I I - Product Model. Number or Nam I B S.-y - Snake, SI.t.t Coun try Sets, Spit Old English I I � "I � __ 11 I I I ''I 1, I I I I 'C I I �� I I I " 11 I I" . I Ouality Assurance Anitroyetifortulsea Approved for use Impact 999M Product Cia-latloa, Comril�� Date h,HVHZ 0,10d, HVHZ R"aisdin't P--, Flat Progle - Convert, CO Np Yes MfA MIA � ,,, I - I 11, I I 11 F"16-RAlarodue; -,- , 1, I I 11 I I I I I I I I .1 " 11 Gluality A,,-- 11 I I � I I � A- ... df, U, Approved for Us, I I I I I I impact D-1- E Evaluation Report from S" Product Itinalial. Number or Nama PooduartDoscrusikin Contrast Expiration Data in HVIJZ outsida MVHZ Resistant lar- Thatch &amp: Impect alisgult Product 1fickdol. Number oi- Name Prodoot D,,,I,tl,, Contract Exwmton Gala In HVHZ Outside HVHZ R.I.11.1d P,,- a Florida Registered I Do.k-Airl DAr4 or TRI-B.ilt D,ok-Ai, DA-4 L- Profile, P.1yippopylell. R.ati�, R.ofVort 1211MO25 No Yes No -97.5�57.5 17 Skywy 600 - SW& Shak: A:mp� Split Sheik Flat Profile - St.skt.. CA 1221,2020 No Yes MIA WA 1 20 Gilds G.N.nimst Sted Storm P'nals4Nliz Corrugated Galvanized Steel Storm Panels retained 12131f2023 Yes Yes Yes MIA Aaaaaj Architect or a Licensed WohanicallyAt(ached to Plywood D.ck. , a Suory 80D - Slat.: Sheik 4. mp: SPIA Shak: I 5 Emory 700 - shake, State & Split Shake Fiat Pro,'* - Null., CA i 2A3112021) No Y�a MIA MIA Flat Pro% - Slooki., CA i2131t2020 No Yes 14 [A NIA 2 24 Gage Galvanized Sea! Storm P.nd.1NHVHZ or mt by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 1MM2023 No Yes Yes MIA (D Florida Professional 20 Sairany TOC- Sh.k.� S.sAinnip; Split Shake 27 To!. Esp.n. f P.-Ion. Flat P,ofilt - Ri.t., CA 12TR02 No Yes N(A WA Hgh Rolle - Katy, TX I 2M r2o2o No Yes NrA MJA orm bytracks to provide hurricane prcle�tl =3 a) Engineer FLA52WR31 Products 28 Mile L-Pnato. - Katy. TK 12131=20 No yes NIA NJA _c_- OUR] Assurance &pprovsd for Use roved for Use IMPOLt assig U) Lew# Product Model, Nurnber arNa Product Description Contract E2pirallon In 14VHZ outside HVH Resistant Pressure Dot. I Polyglass Roof Underlayments Racing underlayments 10121/20= No Yes NIA 4NIAI-M,5 M 1 2 Polyglass Roof Underlayments (HVI-� Poygila5s Roof Undertayments (norl Polyglass roof underlayments for use in FBC 12123r2M Yes HVIHZiuri.didlons. Pollyglass roof underlayments, for Use in 12f2312= No No Yes NIA NJA Nil) -NIAR225 � I M > 0 FBC n.n-HVHZ jurlsill.torras. Florida Department of Business & PFGfeSSiDrlal Regulation Page I C41 Florida Department of Business & Professional Regulation P.go I �1 Florida Department of Business & Professional Regulation Fogel dl L_ 1 Polyiplass, Roof Undertayments (HVHZ) Polyglais roof underlayments for use In FBCl2J23r2023 Yes HVHZ junisdictions. No NIA NIA Building Codes and Standards 1/2512022 Building Codes and Standards Wi2021 Building Codes and Standards lW2021 > 0- 2 Polyglass Roof Undertsyments (roin-HVHZ�) 1`01y9lass roof uncellayrnerits,for use in l2j23=23 No FBC non-HVIAZjurisdidlons. Yes N)A -NIAI-622LB Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- I Plodyglairs Roof Undertayments (HVHZ) Polyglass roof underlayments for use in FBO12123r4M Yes HVHZ jurisdiction.. No VA NIA 0 < 41 � uggg, % .- - _�� 1311' 2 Polyglass Root Underlayments (non-HVHZp Polytilass roof underlayments, for use In 1212312023 No FBC nmn-HVHZjurisdkdJorrs. Yes NIA -WAI-622.5 Code Ent ty 20 2WA Date Pondin 2wa Contact Engineer & I-Joernae, Validated Validated Submitted FMC Approval Approv status Code ball Version M ... fattimar Entity or _PM pal e onto Ponglita Date coabiot E-lin ... & License Validated 13, Vaildated Submittsid FSC Approval Armareved Status Code TY." version Manurfatt,rer 9"Mv 0 Contact Enciftlear & License Validated Ely Dal. oat- Data Pending Validated Submitted FUC Atimer,ag Data A-ed Status L. -*-a I Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use In FBO I 2/2a= Yes No NA NIA T- Version Manufacturer ' Revision 2020 All Aimed can Shutters and Glass Mks Barbieri Frank L. Bell nard.. P. E Troy Bishop. P. E. 1012812020 1011512020 1 1 M50120 12115=20 Approved Revision 2020 APIn. Stuart L-la ICC Pvslu.fi- Service. LLC Write. M. Romer!, PE 1013112020 1 W2212020 1 Vwx2l) ilM/2020 Approved Revision 2020 Commercial consists ProdudzInt. Rdt>ert 01019 SannuelA. Greenberg John Hoy lWfif2D20 1211612020 `12129f2020 ofi,g FBC App,, 0 2 Polyglass Roof Underlayments (nort-HVHZ) liVHZ jurisdictions. Polygess, roof underlayments, for use In IV23/20M No Yes NIA -MJAJ�6225 Cartago ry. Shutters SuloCategfory Storm Panels (561) 712-9882 PE-0046549 (954) 947-0850 mikeb@allannericanshutte Category: strustsua; Components *ubGd.g.ryq Tnus. Rates (321) 710-3377 (4071) 661-1917 MeaftlEalpineft.t.in Caiig.�W Structural Components SubCalegory: Products introduced as a Result of (6i �) M-5707 PE-'34245 �35Z 588-531 i onscastg.toresah-com = FBC mon�HVHZ jurisdiction.. Compliance Method; Evaluation Report from a Moom C-plion. Method: E,ol-tion Report *- . Product Evelueflon Entity No,rTechnology Compliance Method: Evaluation Report from _0 Florida Registered Architect or a Licensed Florida Professional Engineer I I � I I : I I I I I � I LLAIMS.R7 F'odumits - I I I I 1- I I I I I � � a Flodd.R.gWilrodArdhile�t.r. Uo-sed Fluids Professional Engineer 0 FL01780-ROPiroducts I I I I I - 1 1 1 1 - Quality A-, Approved tor Use Aper-dfarilso l.ract Design, FL41fiN.Ror " QuantirAssuran ApigrovedforUse ApprovedforUs Imbact Desion Sao# Product Model. Number or Nam Product Dosorloilon Contract Explingdon Date IM HVIRZ ou"dolly"Z Resistant Pressure I Seq 9 Prod u&t Made], Number or Nam a Product Description Contract Expiration Date in HVHZ outside Hvl1Z Resists n Pressure 1 17W BCGIAIPI. High., strength I H gramp: 8) Metal co,hro,tor plot. l2i3l/2024 Yes Yes 141A MIA Qualtv Assurance Approved fur Uan Approved fr, Us, brupea 00.1- a- 1 24ga Galvanized Steel Storm Panels 24gs, Galvanized Steel Storm Panels l2f3l/2O22 yes Yes yes NIA 2 17W EOG)Alpine Ming. Plate Metal Connector Plato 12f3lnQ24 Yes Yes NA NIA Still A Prodw Model, Number or Natns Product D"grIption Corgraot Expiration Date In HVHZ Outside JV Resistant ppeauht < 3 ITW SCO/Alow Truct Metal Connector Platt 121�1=4 yes Y. MIA MIA I Quality Precast or continental Concrete Products Precast and Prestressed Concrete Lintels 05125,2024 No Yes MIA MIA 0) 4 ITW 13CGIAO. Wave Metal Connector Plot. i2t3l/2G24 Yes Yes NIA NIA U) -*--a ICU 0 00 =) < -moss 0- Florida Department of Business & Professional Regulation Building Codes and Standards page 2 of 2 3W2023 Florida Departhriend of Business & Professional Regulation page I .1 I Building Codes and Standards $J1412021 Florida Department of Bus & Professional Regulation Page 1 o1`2 Building Codes and Standards 91211r021 -0 �- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall 0 L_ 1111 .... � - �� 11 I - . ; � "I'll, 0 .- 71 --- I -1 ��'��' � � 111 - - I � � ;; Coah, Enlitv or DO. Dal. Data Period- Data � � � ___ Code - Entity or Data 094 Date poinding Date -11 I - code Entity or P& Date CA, PandIna Date - _" - ' r . ' . " UJI a IVPa vsr.lu" M.-fiectur. C.ptai.t MIAN-1 & I'loonse, Validated By Validated submitted FIRC Approval Approved AL2M I'moo' V-1,r Manufacturer contact rralrear & Ut ... it Validated by Vralfidet'd submitted FEIC Apop-al Approved Status T-i" voral. M-1,oluror Contact Endin ... & Literse Validated FR Vialklated Submitted FSC Approval Appro"d stalt- => a Rom.f.n 2D2G Mnek In.- C.s.gory: Strusnual compor�snts, Erin Walden ICC Evaluation Service, LLC ICC Evaluation service, (952) BS&BMS LLC� 01=2023 112M022 oifom()2� Appl-d Revision 2020 Weyerhaeuser Category: Structural Com;ponmi,5 Rob Beldwin [CC Evaluation Service, LLC Ion Lehrer, RE. 02,D212021 10MM020 =312021 Approved f263) 924-5476 (606) 630-32U Reb.rL2aId-Ar@-y.h. Alienation 2020 Apha Aunninum, Inc. Category: Panel Vvells Joao Silve Luis R. Lomas ,sewn M� Ukh, PE 11AR12020 11116,202a llf2012020 Approa,ed NOT) 509-MOS PE-62514 t7l 7) 317-8454 < a) Subcategory, Tmm Platens d.n@mi... (2051599-gBM subcategory. Englroavd LuphlbeT Complilantallfieshod: Evaluation Ropertfrom a .... I- Subcategory: Saints .inhaalurfl.-In.41ty.h. 2: Compliance Method: Evaluation Report frorn a Product Evaluation Entity Product Evaluation Entity I I . I I I I I I -1 �' 11 " I 11 r Compliance Method; Evaluation Report tom a Fl.,id�FZ.gW-dAr.hit��t.,�U.��..dFl.dd. 0.0o. Z __j �Fwzl I I I " �'' � -11 - I st-Notlatodiurits _" : I � I i , I , I I 11, . � " �� I I I I I '�'-� I � I I 1�11 I I I I I I , 11 �' " I , � "'��" " - I : 1 I I _'� I , 1 I I , I I � -'� I I ,R14 laeuttgapt i : , " , � I I I . � I I '401W �' I I I I 1, I I I I- "'�'� I - _ '' ''I , '' , '�' I �� I I " I I I � I : I , I I I 11 1� , , ':1 - �'� � 11 , Professional Engineer I I . - -, < 0-lithrA,surnaaeg, A-seloruen, Acvad for Use Inniaile, pool- Quality Avaurano Approved for this Ancro"d for Use Impact D"Iml I'LAM W"S P-du,ts I � I I I I- So- la Pr,,Iv& M.d,L Nuanbu., Name lsp�dupt Desefliptim C,rdnaet Expiration M.- in HVtZ Ou"cle HVH Resistant Pressure gone Prodlyd Model. Number or Nam Prodw Ical,croft caph.ol E.31tation oat. in IiVRZ out.ids Hyliz Resistant pntessau re, - I QualbAssainancis Aciaroved for Us. Approved for Use Impact West - _j 1 M18AHS I 8 gal. h l9b strength truss connector plate J2,11024 Yes Yes NIA NIA 1 Mi.F.H.. LVL L-grutstIV-1--ber =31J2023 No Yes WA MIA San 0 Preduld M opal. Nuumbs, w Nam Produot Unwind- cardirmak Expiratioujaill In WH Outside H'VHZ Resistant Pressure a- 2 MIOSMS 16 ga. super NO strength truss connattorplate 12131,2024 Yes yes MIA NIA 2 Pion.110. p8L a 7imberStrand L$L Panelist Strand Lurriber 0313112023 No Yes M/A NIA Laminated Strand Lumber 0 No Yes MIA WA I Alpha Aluminum Solid ilamp:VenedAluminum Soffilif AJphaA�iminumaolid4.mp;Venttd,Numkium OrMP2023 No Yes No N/A 3 "I is 16 go ouss oompotit.rpl.t. 12131t2024 Yes Ya* N/A MIA 4 TJ Rim Board ,V3112023 Strudupol Composite Lumber or Oriented Strand OU3112023 No Yes NIA NIA CMU & Wood scffivcmu,samp�w� I - SHEET NO. 4 MT18HS 18 ga. high strength truss -connector plate j 2131 Q02 4 Yes Yes MIA NIA 5 MT2OHa 20 high strength In- -nector i V31=24 yes yes MIA N)A board Rim Board 6 Tue. MTls go plate 18 9., Was .orpostor pl.t. 1=lr2O24 Yes Yes NIA WA 5 Wayarthe auser Rina E.,d oriented Strand Board Rim Scard 03f3lJ2M No Yes KA WA I 7 TI-20. M720 2(3 ga. truse .onrector pl.to� 103V2024 Yes Yes MIA tVA 1 . I March 6, 2023 PA 1.1 Florida Department of Business & Professional Regulation rwai d'1 Florida Deparpnent of Business & Professional Regulation Px9.t oil Building Codes andStindardg Building Cads and Slan lards en§ta d PrOdYCt Approval Application De ai1 P 1adNCtAPpr�vaI Application De tad _ ,. - - , .E.111- , 211A Endbar 21$ DOWbob Peninn O DO. �S Dag.x :Doh Pend. n DA. Typh Vat.rdn Menubdturar combat Karns .f4liumee.yalkleted BY 'Vefidabd aebmine FBCA*wwal Appow d Stahts 110911 :Vired. Irseabet.r.r C.madt Enneo..rAtreerm. V IkiftwHr- Vilidabd lubmitaad FBCAppreV■I AllonwUtl sww AHrmatlsn 2G14 Pella Corporation Joo.HOYden.$ad Window and Dow JamesLBUCkher,:P_E,� C74 a.20. 0711,4..2020 O7f212a2a APpme Atlrmc.Ht 2a20 ReNa.Cdrporldhn Joe Hayden SeMl WntloVnd OOorT:E. Lunn, P, �LG a7 4.. 1_2.0M1 G711.4...2020 C71222a2-a. nppmxd CoNgor Wndows Robineon ManufaCAuerAmacleion CHUCK Engineering C.Ngorlr. Windgwo RoWneon MmuladturerAesoDlatlDn (MI)028-9455 - BubCotagary. Single Hung (641 i 821-8098 (eat) 4m14W f subUetmarr. Single Hung (641 } 521-Bann COMpliarbb MNhid: Cerdlical Mark Or Usting. odor oduallsp mwiiii1pe complisdao 111011WO: CerBWorh Mirk of U2ting penaproduclepProral�pe `FaY1 �14RY4trrnrlareb' ". `. ... -., . , •., �. �"' , ; dfiO3.IP4P"iY h',. Ile.eom Oudib Anlrr.» Aoomed 1W Us, Andrvvad for Ufa ... Imaam. P!JlH.lr. .. - f�l AeemVed for Usa A.nrnrrd PerUse ,)mp9gi .. ., pNIgB map Praduet Mpdd,NamMr er Nam.. Pmducto-datien Contract Erairsdoft rude in HVH2 G.Wdo HVH2: ReeiaMnl Prime ei ,�g;S. Prddum MiWeL Humber dr Now Product Cwwdmiin Camradk 6Srdimfion Ueb ni HVH2 Qubida flVH2 Rasirtant ,Presaoir 1 8¢6eb l(12D High Perlonnienoe$IMille Hung Mnyl Single HUMS Window x72•) 0E11702027 No Y. Nd +Ea�7D 1 Pella 10 Series SingleHungWindow 98'X 9a" MAONon4mleact Single Hung Window llii=2022 No Yee N. +41)1 2 Sed-IV20 High Parram nom Single:Hung Vinyl High Poriomunce Stngb:Hung Twin 000112027 No Yes No +6N,50 2 Pella 10 Series S IeHun Wndoer n9 9 -.64'XOW MAO-Norr-Im ct 8In le Hun Window ffg09Pl022 Pe g 9 No Yea NO +45WO Qmoo-lie(7+'^ x Us-117) S Palo lU%suss Single Hung Wndow 34'xBar Vinyl Non-IrnpactSngb Hung Werdow 07'100r2022 NO Ves Nj' +50f-m 8 1.. Ssd.s 0f20S no is Hurg VI ^in Sing Hums 7HpleCkrmpas16e C1as'x771 0Sf15f2a27 No Yee M1b a#Oh40 4 fedlalO Series Single Window 4 4Sx73'14nS.Norn•khpeOlSingk Hung Window Imas12022 No Ymc No + 50,r-50 4 Bed 10"20 S la NU ad rg rg H Triple 9 MrylSkgla ung ps Conipoeas( Os' sa51 06l2Sf2027 N 0 Y q N0 88u3S S PNla ha 9erles$Ingle Hung Winnow Yla2 38 x67 Vinyl NOMmpao(Singte Hung Window 0Er12 2 N D Y a "Nb + S5V+55. 5 "1 $odes 0'20 Single HUiB MAO Blrgle Hung Twin Comppslte lB6,3'x �:nry g8f13f2027 No yes W +3$+-95 a Polls 79 Sedaa$Ingy: H4rtg Window 80`x78`Vlnyl Nor4dmpaEl Single H4�wleWpu 07f08Y>!02 2 14 o yes No + B8'✓'-d7 8 Sees 1lV20 Slrgl¢HUrg Nrry491rg1¢HUJtg TWin 0Ompoille72'x 50S'1.. 08118f2027 No Yee- No +35I-35 7 Pegs TO Soria Single Hums Window .42Af8'x5D'Vlrtiyl N9tq-Impedt Single Hung Wlndak /0071,2 029 No 1Nt: No +a(µ6h 7 sales 100 SIrgIa HUng MHO Single Hung Triple Cdnposho(10g'x84.y1 0811802027 No Yes No +m-m S Sell 7020BI Ie HU M 81 Ie.Hu.: WIndOW4t7[72 06/1712027 No Yee. No +3'y3a tl 9 sexes: 100Sl'lellug re re M e1 le: Hung Window AS' 950.112"-. 19P27J7 9 1 a0( No. Yet:. Ni +asa36 Ui 10 Series rises SIngleHung Nrnyl Single Hung WltWpv(3S x5B 12} OB11S12027 WA No yes No +SSJa awl product Model. N"ebm arNena i�YMuecent Peodua D.ecddt dA' C■mnatEnaimtkn Dab Agam(�or Anareved InHVN2 4meida Mr Uaa FlVllt iDilMir Rewsfiat gwloD Mai goal 111 12 Series 10120 43In41. Hurl Sadm.10120Single Hurg Mlg4 Single Hugg Wlndm(48' x 111,4') C&II'V2027 MnO Singla Hung Window(WX 72-) 00118Y2027 No No Yes; yes No No 43", +351-$S 1 Pooch Serlea Sn NHun W,c- 0 S a8'x97 Vln NonImpem-Single Hu Window Da12211023 YI.. n9 No Yea- No +,IW40 1 Q Series 10120 Single Hung NnOtl Single Hung Twin Compaalte 172'x 5i5') 08t2Sf201'tt No Yes: N). *�� 2 POU 10 Serleo Single HUMS W "dew 84'xST Mnyl Non4mpaot Single Hung window GMW2023 No Y. No - +45M5 14 Series 10r20 Single Hung MW aingle Hung Twlnoempeal(o(088'x83.61) 08r IOW7 No Was. Ni +25 5 -a Poll. 10SarksSnom Hung Wndcir se. Vinyt Non-I�Snub W.0w iwker 080D91202a No Yoe. No +50y.m 15 Series l0'20 single Hung Nnylegle Hung twin Compoal(e(OSkxTF1lt W170027 N9 Yea No +95y-SS. 4 PHip tO eerlassingleHung Wndras : 3N5122l2020 S"xn2'M^11 uMmpast$ht9le Hung Window (r61 No Yeg: No +5y-55 10. SoI=a Single Hung .. Anion Slrgle Hung Bain Compoallx; 0*.7� VeiiW2027 No Vae No +4N+W S Pella 108Crlessingle Hung Window S2-ifS'x 6VMAl Non -Imp" Single Hung Window 10l17rl023 No Yea NP 17 Series.10126 Single Hung MAO Fixed Wb Single NUltg Flankers(1W x721 10092(121 No Yea No +3i,ag F.rUM1ai&kiSPreda¢b:; , liMW&Aurffit M A-.. frr ua. Aug jig: loft Balsa $ :Product Nadi Numbs et Name. PnIdwADeecddtidn CeretaatFAbickianam in HVH2 Outside HVHi kasifahf Prreum 1 190 SPrI4e 0rThormeelar or Encompase arAVsnd High Vinyl High Perfonmanss Single: Hung(4r x7T) 06n17i2027 N0 Yea Na +50,-5g Peietmenoe Sir& Hung 2 1n0 Bides PrTharringdarar Endompet wAwntl High MAO High PerbRnsnoa 8ingle HunATwin 05 iali27 No Yee. No'. +BNm PerermanoeSr air Hung. Conpashe Cl2':iGSS112'? $' 1a0.SOHN orThamte 'at Enwirm"a or Avant single MAI0Ingle Hdng THpk CompoSite(1W x72-) 06nS12027 NO 'Yee. No +4BIA0 Hung 4 1aaSoria orThormealarorEnmmpeaeWAVVIISIA& MOrryi0IgleHung TripleCohpasheinOrxSIV) 0214027 No Y. No +351,�s Hug. .... Ronda Department of Business & Professional Regulation Niel on Building Codes and Standsi Ns ono[= Pmduct:Approval Application Det,sfl Florida Deportment of Business & Professional Regulation P.O.I Uri Building Codes and Standards 11"W n2 Product Approval Application Detail God- 150b■S -0ft. Of Dab.Peminn Dots Code 6n41;{.Er :Dad Uaa: gala Psodn9 Oahu waftiox, n.nu4oture CoMam rearn..f&I.Joi9. Mildmod B7 Veda aahmitbd FROAemWei AePrdWd S Tf84;. Venkn 114nn11041" C4 ;g Emaimp,41i Ue M■ ValidHitl VOlidaled suhhdthe FHCAgaraaiv Amon ed stab" AHrmallon SOU P01b.C9rppre"ibn JeHP!WMt$andl Wrrlow and Door JamLBuckler, :PE g07l1.4r2a2 a714Y020 U71202020 AePPed Arrnraon 200 PeGenpormwh. JaHiYd.n Sad WPen W. Btlref,P..E. T.E.T;E. Win PIE, L.LC _ 07M.442021) 'b72M12a APpn2titl. owmai winches Robinson MmUteccurerAsmolatimn CBUCKEngineering +came"Windows Robinson PE-44186 (501)412S-0438 a.bCal"onr. Nartmntel side. (S41)821'S1193 (rk1)421-Wff AROW .gdrWHorteardal Slider M41}621-BtlgB 4"liuoca Iddhoi: Carton Mirk or Using: pelleproAuot i roval®pe CamPlianda Melheic EVRIUR%m HePod fMMa UdlloprpdnptalPproYalQ®pe. Ina dam Florida Rogimered.Architect or I-camsed Florida 119,00. PR(eaalptal Englnee 'Remared Fw Ili. AoamYad fs use Pnduat JModeL Number Or Nam Prndune0osodmitrt Gammon Erorrelkn Dan InHVH2 Qubede Hu112. Rmetwit Pnowasi "lih Aparxkob AOON"d far U.a. Abordvad Nr W. n : Oeaiw 1' Series 10170 slicIng.Winfd" VW SIlding Wnrralwr COX 9r7q,.78-112'x60 ? M1277292J No Yss Np... +30r,90 0!9r. Pmdaet Medal Nueder arN- PmdualrbaeHPllan CUTAmakHrelMkn oats In HVH2 BubMaHVHZ R.I.M.t weure $odes 10f20 $IldingWlnddw Mm/I SIWhg VA!adaw (CXorxC, T}-112'x38'1 03i8(2023 No yes Nl- +261�6. 1 1 0 Windo. SifHes aS NngW.ndcw 1. -. Flomfled Sachs awryl.Fb ssd Sliding Wlndow6 sari. 08i28i7.... No Yee Ne NIA a Soho 9at20 SI1dIng Window Merl slkllng Windom UKCX, 108'x 601 031270028 NO Yee No -aw30 4 Sexes 100 SIIcng Wlndo-w Mi Sliding .WnemixCX, 1105.all') 0n1mc23 No Yea "No +35195 Florida Department of Business & Professional Regulation pacel ol1 Building Codes andStaridards �+ Product Approval Application DOW ' ,.. -Cow E.R. Dab nowMbPsmsma ow.. llanaima '102"reatuPot 1�. � .' 6 . Comaef Eawoev 4am.nea WI■IAad er Wh b llu!!ceftQ FHCAeerdval A9prdvaJ Sta4em AHrmatlon. 2029 Re4a CorPaxMlan Joe.NayMensendl. WlnddwaM Door Jeme9 LButlkner,PE.G 07/14120200711412030 0T72012020 Approved Pi"i Windows R9pineon ManufarturvAsmoclellonn CBUCKEnglneering BubClikii e. Plead 0541)521411915 (Sdi)4111-9H27 Coaplionis MethW: C£0*19n:Markor usting. pelkprcduotapprowiQlm Ik:Mm egg Peadued Model, Mumbhr Or Non, PrmluatDomidadbi .. • e ca ft e u. 6�„� C tattErelmrkai A-+d kr ua. InIilNk Aaererd forsh... Oubdh HIM ihogj Rhaistaht 2990 Reseum 1. Soria 1011a Moll few eveow(WX7a'): 0711=122 - ND Yee Na- +21P-25. 2. Series 10ma mayl need window,('08' x 84'). 07n6f21122 No Yes No. +251-28 3 Series IC120 . ,,. Pmdmit' 'MrM Fixed Window x 50') _ ,, 07nSFi922 No - Yes No FASINIsCS-R1a . guanavAssumrace Aadrdrnd fer Use Aderovad F& Use looko-n JI4E Pr■dlmt Model. JR-barr6,Nance Prow"10aeddmfan CdttmecExaimk en0ab in HVHZ outside N4HL ft2ll"d :Bi"81� Sods 10/20 Mrry4 dnxc window (90'X7Sl 0711812024 No V¢s No +26.25 2 I 1 series 020 t4rryl n>bd wirtdour [708 X84`}. Or 115P2024 No Yes No + 25u27 3 Sereolmn: Hhgi Fixed window(8o'x80'} 07(1& 02a 'NO. Yea- No. +SI)i Florida DepaNnent of Business & Profesaional Regulation PIP 1412 Building Codes and Standards thw 2 Product Approval Application Detail Cade EntlNrar.: OPb: O4 Deb Paladlee DOU no i1N iii ,Romrreeturim - ' - eftc!" rai impose Valktftw Br *96 3.1m li ted FBCAiiaen l Audmwd 0gpre AMrnwtkn mm Pent Corporation Joe Hayden Bmtdl Wlndowem2Deor ,Iari Buckner, P.E. 6.. OVIV2020, 9T/1412020 07120moal APpro d camel Exterior no" Robinson ManUfexurerAeaoolaton CHUCK Engineering aubCowilary. Sliding EleriorDoor Aeeembilac' mlio2i-506S (a61}491-'8g27 Danluknea McHaod: Cr:rMk:atkn Marra: usling pelteprodrxiaPProvalggpe ia:0om RWO .Product Model. III atNera. LIB CowtmatSzoinclom Deb Aaermed its in NVH2 US, Aaoroxed ra.U-. outside HOZ IM= Remiauet pe minew 1 aerlee1072012a mine Ghee Door MffA 24%mal 1OX Slldirg Glass Door (W x Ill 11r4a=1 No Yes No +2%125 Sores 1DRW28 SD1IhgOlase Cbgr_ MAO Single Pletel Fixed" Om Door(SMaldo, 2412641a' f6asda27 No Yee NO +3Bi-g5. = Serve 1012201elcASQlalD9or: MAO 24in91' Dr$[WineGIMDoor07x:82-); 10MV2021 No. Yee, Nq. +3x3S 4 Senee I(A0121iSildingOlase [)car ,Mall Slrgle Panel Fixed'C' 000,lSidelde 4T-10It UQV2022 No. Yee No 'RSI48 ;0 im.) 0auefirl araee Aeemxad fa sae A9om w d Far Uxa Imam ➢e.bn' 4e Pmdui1If1uobr ofNwoo Prddealo.eedptim Ce dNwE Exo retkelleb 1.1111 Z Ouibi"HVNL ibafabet Primeval, 1 Se6iIM 0r Enompm orAvantiSll0lrg elm Door 'MAO24%nel.TX'SIWI% Olm Door(BE1r2',k: lB1R{i2031. No Yaa... NP..: sil 2 Setlealal or Ermcmin Me orAmandgilding Owas Door Vlrryl Sing le Panel Fixed'C'Doar(Sided dte,S&1?x 0206,2032 No Yoe. No +4W40. 81-1f2 8 Swiss 16D*15 wm.pmecrA9stidSidingGamDoor Mrg424%nol1OX'SWingcame Door (72'car) 081111 2022 No Yes NO +al 4 SeHas 1W a EIW, nipoa99rAVarlde IdIrg Gana War 'Midi Sbgio Panel Fixed 10' Door(Skloillb, 47AZx rgt14f7032 No Yes Nb +25'-29 Fl1ga16.R1+Firadibrr2ir' awliMAea Auer"W fa 0u Approved rew Uaa 10101123 Daft !s(Bj: Pealed Model. Wober at Name Pradraatil cedmkn.. CantfbetEreherion Dote 1" Outside HYML Reeii Peraum 1 Belles 18D or Em)mpice brA98n8dlidpg OkM Door Mrnyl2-lynel'Or 91101 Glim Door (W1W x I10124031 N. Yd.: Nd +25125 2 Sines I or Encompma orAvand Blldlrg Okm Door Mm4 Single Panty Fixed *0' Door (8Me1Ills, 3S1Tx 02fim032 No Vge. No +40V10 61-1r27 1 earn 15D or EneompMa orAvcinpglldlmg GLI=Door: Mnr !4 Pl nelTR' SWlrg 6isee Door(M 1A2') COQ40039 No . yes NO +31"0 4 Series 130 or EreoorPm aA9andSildlrg Glass Door MAO! Single Panel Flxad'O' Door(Skblib, 47-Ire 0Pi1812082 No yes N1' +2Ff-25. s M _ W O *G = w r� o ►'� o►' CL C CO V N -o m x LA- N C d o y to ti CV t Qt92 CCN 3 d Y d CL w CD E N V 4 � CU g1 .C9 N Cn C0 }. V L_ ^N^, W CD O -0 �.4 ♦V C ) 0 0 0 `N CU 0 O Q1 - 1..1a 4-,� CU > .=+ W fn L- O ~a L_ CL ^ Cf) Q E z z W J E O L O 0L � U O Cll U m =:3 Q O W� Q z J z n March 6, 2023 SHEET NO, PA 1.21 Sim son Strong -Tie 2420 FBC Approved Products Updated ,zf3oJzoz emu® Simpson Strong -Tie 2020 FBC Approved Products 12l3012024 • Simpson Strong -Tie 2020 FBC Approved Products Updated,2/302424 � Simpson Strong -Tie 2024 FBC Approved Products UP�ed,z/s4rz424 For direct Inks to all SST approvals listed below, CLICK HERE. For direct finks to all SST approvals listed below, CLICK HERE � For direct links to -all SST approvals listed below, CLICK HERE For direct Fnks toall SST approvals listed below, CLICK HERE CLIC HERE. For additional information regarding Florida'sStatewltle Product Approval System and Marty -Dade County Notice of Acceptance (NOA). K tl Maml-- tle Count: Notice of Acceptance FJOA CLICK HERE. a For additional information regarding Florida's Statewide Product royal System an Da .(.... ), _... MP Y.. I regarding � For additional Information Florida's Statewide PrcductApproval temanu Mami-Dade: Count Notice of Acne tanea. FJO. CLICK HERE. ..( A), �.. Y P...... a Far-atltlitlonel Infarmatlon regarding Florid s Statewide Product Approval System an. Mami.Datl.County dicta f Acce to A CLICK ,_ a d .,. a N., o _p.,nca,(NO..), HERE. FL#,2355-R7 FL#110448-R8 FL#10456-R5 11 HUS, WUSG series hangers Face -mount hangers available in widths rig fr m 1-518" to 3- 9716' and heights ranging from 4.5118" t. Gon Baled flange a Sec:# Product Model. Number or Name. :Product Description Sea:## Product Model. Number or Name Product Description Sea #, Product Model. Number or Name Product Dascrintlon version (HUSC) available for models ha�tiitlth qualto or � 1 Tlten Stainless Steel Concrete 8 Masonry Screty (TTNSS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, 8T6, 8TH Br�kTias greater than 3-9I16". � 2 APA21; APA4, APAB, RPVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14; CMSTCI6 Coiled Straps 12 [US series hangers Face -mount hangers available in widths~ fro 8" toC4 3 AP844, ftPB44R APVB66 AP666R, RP6$J3, APB$8R; AP61010, APB1010R, APV844, Outdoor Accents Post Bases 3 C514, CS16 C$13, C520, G522 Coiled Straps 518' and heights ranging from 9-114' to'". FL,%9589-R6 APV644R, APV86H; APVB6i3R; APV888, APV688R, APV61010, APV01010R 4 CSHPi$, GSHP20 Coiled Straps 13 LGU3.25-SDS, LGtJ3.83SD.S, LGU5.25-SDS � o0 Face -mount hangers ip V � � 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4,.APVDJT2R-4, APVDJT2-6; Outdoor Accents Deck Joist Ties 5 GTS218 Compression/Tension Strap 14 LU24 tU26, LU28, LU210 Face -mount hangers ,r � � x Sea # Product Model. Numtier or Nettle Product Description APVDJT2R-6 6 bSP, SSP; TSP Stud to Plata tie 15 LUC213Z, LUC21 QZ Face -mount hangers N C rs `1 SDt0112D6B Outdoor Accents Connector `Screw 5 APHH48,:APHH46R; APHH610, APHH6IDR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A; H3; H6, H7Z; HT6; H1'6S, H16-2; H162S HurncaneTies 16 LUS series hangers Face -mount hangers available m widths rangm m 1-9�i "8S4o 2 SD9112, SD9212, SDI 0112, SDI 0212 Strong -Drive SD Connector Screw 8 APL4, APLB, APT4; APT6, APVL4, APVLfi, APV74, APVTB Outdoor Accents Land TBeam-to-Column Ties $ HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/6"and heights ranging from 3" to 10-1 Q •.�.. cv w 3 $D9112SS: SD9212SS Strong DrivaSD Connector 5$ Screw 7 APLH24, APLH24R; APLH26, APLH28R, APLH2I0, APLH210R Outdoor Accents Light Hangers 9 H824 HurncaneTie 17 MGU3S3-5DS, MGU5.25-SD5; MGU5,50-SDS: MGV5.82-SAS, MGU7.00•SDS � ]C .�• 41 Face -mount hangers y e;.ae � 4 SDGF22434 SDGF22512, SDGF22614, SDCF22700SDCF22858; SDCF2210141 Strong -Drive SDCPTimber-CF Scre�ni 8 BVLZ Brick .VeneerLedger Gonoector 1D WSS2-SDS1 5 H =2• DS3 HS52-3.5D53 S54-SD 3 SS2 S , H S Heavy d Yi' Stu Shoo 18 MIU saves hangers Face -mount Hangers available In width ranging from 1-�C6 S t SDCF221134, $DCF221334, SDCF27195$<SDCF27235$ 9 08T2Z; CBT4Z Concealed Beam Ties 11 HST2, HST3; HSTS, HST6 Straight Straps _ 118" and heights ranging from 6-15116" 8-112". � � -= Q 5 SDGP22434, SDGi'22512, SDCP22614. SDCP22700, SDCP22858; SDCP22912, Strong -Drive SDGP Timber-CP Screw 10 CJT3Z, CJT4Z, GJf5Z, GJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24 HTS28; HTS3l7, HTS30C. Heavy Twist Strap 19 MUS26, MUS2l3 Face -mount hangers. 3i SDGP221140SDCP221134,SDCP271-0OD41 DJT14 Deck JoistTie 't3 HT5416KTZ,HTSg2DKTZ HeavyTwistSnap 20 SURSULSURE; SULG series hangers Skewed face -mount hangers available in witltnsi6 SDHR27400,SDHR27614, 5DHR31400, SDHR31814Strong-Drive SDHR Combo -Head Screw12 DS DryWall Srop 14 LFTA Light Floor TieAnchor 9116'to 3-g116"and heights ranging fromto ip7 J SDS251T2; SDS25134, SDS25200, SDS25212, SDS2530D, SDS25312, SDS25412, Strong -Drive 5DS Heavy-DutyConnector Screw13 FC4;FC6Framing Clips 15 LSTA9, LSTR12; LSTA15, LSTA18, LSTA21; LSTA24, LSTR30, LSTA38 Straight Straps Concealed flange version(SURD; SU available fod�le-_ A, SDS25500. SDS25600, SDS25$00 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps zX and 4Xmtadels; onlyacute flange is congealed, 8 SDS2591255, SDS25200SS, SDS2521255; SD525300SS SDS2531255 .Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1; GR2 Gusset Angles 17 LT62D, LT640 - Brufgtng 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16�o c 9 SDWF2716; $DWF2720, SDWF2724, SDWF2726, SDWF2730 Strang-DriveSfiWF Floor -to -Floor Screw 16 H2A, H25T, H8; H1DA•2, H105, H14, HGA70 Hurricane Ties 18 L7S12, LTS16, LTS18, LTS20 Light TanstStrap B"and heights ranging from 2-5l8"tor 11.1/4". 17 HGJTZ Heavy Concealed Joist Tie 1l3 MG7 Medium Girder Tiedown '� �., 18 HW4, HHB Header Hangers 20 MST27 ft�ST37, MST48 MST60, M5T72 Straight Straps FL#1O0a7-RS 19 KBS1Z Knee -Brace Stanilizer 21 MSTA9, M57Al2, MSTA95. MSTA18, MSTA21, MSTA24, fv1STA30, MSTA36; MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles- 22 MSTC28; MSTC40, I+ASTC52 MSTC66MSTG78 Straight Straps Sea # Product Model, Number orName Product Descrintion 29 LCE4 Post Gap 33 MSTC4683, MSTC6603 Pre -Bent Straps Sea # product Model. Number or Name Product Descriptien 1 ATR318, ATR112, ATR518 ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skevvable Angles 24 MSTI28, MSTI38, MSTI4$, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUDS, ATUOB-2, ATUD9; ATUDg-2, ATUD9,3; ATUD14, ATUb14-2 Aluminum Take -Up Device 23 LSCZ Adjustable StairStringer Connector 25 MTS12, MTS16 MTS18, MTS20, MTS24C; MTS3t7, MTS30C :Medium Twist'Strap 118 and heights ranging from 7-115"'to 30": 3 r - _ - - - - BP318 2, BP112, BPi/2 3, BPS!$ 2, 8PaJ8 3; BP3J4, BP314 3, BPRTUD3 4 Bearing Plates 24 28R . LS5J28L2 SSJ28RZ L$SJ 10LZ L$SJ210RZ LSSJ26LZ; LSSJ Z, , L 2 Jack Ha Hanger Field Adjustable n g 26 A NCA2x10 12 NG 2x12-12 NGA2x8-16 NGA2x10 16 NCA2x12-16 .. Bridging 2 DGBF saves hangers ,. ,, - - Top flange Bangers available ln widths ranging from 3 a!8 to 7 4 CNW3l8, CNW712; CNW518, CNW314 CNW518-112, GNW3/4-578 Coupler Nuts 25 LSSR1-81; LSSR2.1, LSSR2.37, LSSR2:5J3, LSSR210-2, LSSR410 Field Adjustable Slopeablel5kewable Hanger 27 RCVdB12, RCW614 Wail Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, GTUD65, CTUD66; CTUD75: CTUD76, CTUD77, CTUD87, CTUD88: CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates. 28 RP518, RP522, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangars available in widths ranging from 1-112" to 3- GTUD9$, CTUD99 27 ML23Z; ML242; ML282, ML28Z, ML210Z Angles; 29 RSP4 Stud to Plate Connector 5!8 and heights ranging from 7-1/4" to 241. 6 N3, N4, N5; N6 Heavy Hex Nuts 2$ MMH$ RoaFTie-Dawn 30 SP1, SP2, SP4, SP6, SP8 Strad Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3 7 RTUg3, RTU036, RTUD4, RTUD46, RTU65, RTUDB, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHG Hinged Roof Connector 31 SPH4; SPHB, SPHS Heavy Stud Plate Tie Siff" and heights ranging from 9-1/4" to 24".. $ TUD9 TUD10 Take -Up Device 30 MMLU26; MMLU28.2, MMLU28; MMLU23.2, MMLU21l], MMLUi211, MMLV139, MMLUI311 Face -Mount Hangers 32 551.5, S$2.5 SS3,$84.5 Stud Shoe EG5, EG7, EGO series hangers Td flange hangers available in widths ranging from 5-1/4" to 8- P 9 i9 TUW38 Take -Up Washer 31 RBC; RBGP Roof Boundary Clips 33 ST9, ST12 ST18,. ST22, ST292, ST2122,. Si2115, ST2215, ST8215, ST6224, ST8236 Straight Straps 7/8"and heights ranging from 11"io 32-112". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Doom 34 T820, TB27, TB30; TB36, T642, T848, T654, T858, TB60 Tension Bridging 6 EGQ series hangers Top. flange hangars available in widths ranging from 3-6/6'to 7- 11 URS4 112" Uplift Rod Run TledoumSystem 33 RTC227, RTC42, RTG2Z, RTC44 Rigid Tie Connectors 36 TWB10,,TW812 TVV614 Wall Bracing 114 and heights ranging from 11-114"'to 32", 12 URSS $/8"Uplift Rod Run Tiedown System 34 STC STG7 DTC; HTC4 TrussGlips 36 VGT VGTR, VGTL Venable Pitch Girder Ti@dnvvn 7 GLS series hangers Saddle. hangers available in widths ranging from 3-114" to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106; VV$1 DBC, W6126, W6128C, W6143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips $ GLTV series hangers Top flange hangers available in tMdths ranging from 3-114" is 7- 118' and heights ranging from 11"to 32". FL#10441-R5 FLik10531-R5 9 FIB series hangers Top flange hangers available in widths ranging from 1-8/16" to 7- FL#10447-R5 172' and heights ranging from 8" to 30", Sea # „Product Model. Number or Name Product Description Se Product Model. Nurn bar or Nettle Product Description 10 HGLS saves hangers Saddle hangers available in widths ranging from 5.114'` to 8-718" 1 bTT2 Hold-down Seq # Product Model. Number or Name Product Description 1 CBH2:37z5,5, CBH2:37x7.63, G8H2.37zg.75 Concealed hangers and heights ranging from 10-1/7'to 28". 2 HDG19t4, HDC10t22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHV; DHCTF series hangers Face -mount (DV DHU) and top -flange (DHUTf) hangers 11 HGLT series hangers Top flange hangers available in tMdths ranging from 3-114" to 8- 3 HDQi3, HHDg11, HHDQ14 Hold-down 2 D5G2R-SD53 QSC2L SDS3, 0SC5R-SDS3, D805L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3 9/16"and heights 718 and heights ranging from 7-10' to 32". 4 HDU2; WDU4 WDDS; WDU$, HDU11; HDU14 Hold-down 3 GBG' Gable Brace Connector ranging from 9-11$" to 23-15116". 12 HGLTV series hangers Top flange hangers available in witlths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style puriin anchor 4 WCP1.81, HCP2, HCP4 Hip Corner Plate.. 3 HGU3,63-5DS, HGU5.25•SDS; HGU5:50SD5, WGU5.62-SDS; HGU7_QO.SDS, HGtJ7:25- Face -mount hangers 1/8" and heights ranging from 14''to 33". 6 LSTHDB; LSTHDBRJ Strap -style hold -.down 5 HHRC2-.2, HHRC42, HHRC42-2. HHRG44, HHRG8.25I3.25i HHRCS 37J3.12, Heavy Hip to Ridge Connecters SDS, HGU900 SD5 13 HIT series Hangers- Tap flange hangers available in widths ranging from 25118" to 3- 7 MASH, MASAP Foundation anchor strap. HHRC68 d HGUS series hangers Fate -mount Bangers available m widths ranging from 1-5t8" to 7• 9/18"and heights ranging from 1$" to 26". $ MPA132, MPAI44 Strap -style puriin anchor 6 HRC1..81,HRC22 Hip Ridge Connector - $/3" and heights ranging from 5-5116" ip 12-77$". 14 HUSTFseneshangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23 PA28, PA35; PA51, PA66 Strap=style puriin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SpS, HHGU5.50-SDS, HHGU$62-SDS; HHGU7.00•SDS HHGV7.25-SpS, Face -mount hangers 3=9118' and heights ranging from 5 31$ to 13-118". 10 FAI16; PRI23. PA128; PRI35 Strap -style puriin anchor 8 LSU213, LSSU28 LSSll210 Light 5lopeatale(Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1.9146" to 5- 11 STHD10, STWD1DRJ Strap -style hold -dawn 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS2&2, HHUS210.2, HHUS46, HHUS48, HHU5410, HHUS5.5t7N'0, Face -mount hangers V2" and heights ranging from 3-7116"to 15". Concealed flange 12 STHD1d, STHDI4RJ :Strap -style hold-down 10 TC24; TC26; TC2$ Tnuss:Clip HHU5725I10 version (HUCTF) available for all models :having width .equal to or 11 THA29, THA213, THR218, THA21&2 THA222-2, THA413, THA418, THAG418, THA422, Adjustable Truss Wenger 7 HSUR, HSUL HSURC HSULC: series hangers Skewed face -mount hangers available In widths ranging from 3- greater than 2-9118", THAG422; TWA426_ THA422-2; THA426-2 1!8" to 5-1/8" and heights ranging from 4-314" to 15-314".. 16 HWP series hangers Top flange hangers available in widths ranging from 1-9t18" to 7- 12 THAI1.81122, THAI2DoJ22, THAl2.1122, THAI222, TWAt322, THAI3522; THAI422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange versiorr(HSURG,: HSULCj available for all 1f$"and heights ranging from 5 318" to 28".. 13 THAL422; THAR422 Skewed Truss=Hangar double 2X and , 4X models; only acute flange is concealed. 17 HWPW series hangers Top flange hangers available iawidths ranging from 157T6" to 7- 14 THJA26, LTHJA26,. LTHMA Multiple Truss Hangers $ HTU26, HTU2t3, HTV210, HTU26-2, HTV36-2, HTU210-2 Faces -mount hangers 112"and heights ranging from 5.3/8" to 32". 15 THJM2-4-SDS3, THJM2-SSDS3, THJU2ri; THJU26;W Multiple Truss Hangers 9 HU, HUGseries hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangars available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2' and heights ranging from 2.718'tp 19.114" Concealed flange Sib' and heights ranging from 9-16$" to 16". 17 VPA2, VRA25, VPA3, VPA35, VPA4 Variable Pitch. Connectors version (HUC)available for all models having width equal m or 19 JB series hangers Top flange hangers available in vtgdth of 1-9116"and heights 18 ViCR ValleyTruss Clip g rester then 2-9T1 fi". ranging from 5-316"to7-114". 10 WUCQ1:8119SDS, HUGQi 81J11-SDS; HUCO210;2-SDS WUGQ210 3 SD5; WUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9f18"arid heights SDS; HUC0410-5DS; HUCQ412-SDS, HUG05.2619-SDS, HV005.25111-SDS, HUC0810- ranging irom 9-3/1r3" io 13-118". 5DS, HUCQ612-SDS -• � � Simpson Strong -Tie 202Q. FBC Approved Products Updated 12/30l2020 -♦ � Simpson Strong -Tie 202D FBC Approved Products Updated 12130/2420 � � Simpson Strong -Tie .2020 FBC Approved Products:. Updated 12 0 0 /30;ni 2 + � - ' Simpson Strong -Tie 2Q20 FB:C Approved Products UPdated12/30f2020 r For direct links toall SST approvals listed. tielaa�;. CLICK HERE.. _ For direct links to all SST approvals listed belp•,v,. CLICK HERE - For direct Onkstoall SST approvals listed below, CLICK HERS. For direct links to all SST approvals listed, 6elov, CLICK HERE - LICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mann DadeCounty Notice of AcpeptancetNOA), � . For information regarding Statewide Product royal System and Mann -Dada County Notice of Acce lance- NOA , CUCK HERE. additional Florida's fWR P { ) - For additional Information regarding FlmdaaStatewide .Product Approval System and Marrn-0ada Coon Notice of Acce lance NOA ,CLICK HERE. County p. { ) . For additional infamaUonregarding Florida's Statewide Product s rem and Miami -Dade Count Notice Rcce lance NOA CLICK HERE. Approval ys y _. of P. ( ), 21 LB series hangers Top flange hangers available in width oft-9116' and heights FL#11468-R9 18 SILBV1:56, 51LBV1.51. SJL8V206, S1LBV2:37, S+LBV2:58 SlL8V2.68: S/LBV3:12, Tap Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-31$" to 15-118". SlLBV3:56, SlL8V3:62; SlLBV4'06. SILBV4.12, SlLBV4.28, SiLBV4.75, $lLBV5.50 B Strong•Bolt2 (SiB2, STB2.4S5, STB2-6SS) Strong -Bolt 2 Wedge Anchorfor concreteavailable in carbon 22 LBAZ saves hangers lop flange hangers available in width of9-9116" and heights Sea # Product Model, Number or Name Product Description 19 SILTT20: S/DTT2Z S/HTT14, H'fT4, HTTS Haldowns steel and Types 304 and 316 stainless steel ranging from 9-3j16" to 1 HHUS210-3 HHUS21r7-4 .Joist Hangar 20 SlMSTBO, SJMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H; THD-HMG, THD-Hass, THD-H6SS, THD-CS, THD-CSBSS) Then HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1l4" to 6- 2 HRS6, HRSB; HR512 Strap Ties 21 SP4, SP8 Stud Plate Ties available vvRh hex head in carbon steel and Types 304 and 316 718"and heights ranging from 9" to 33-1 2". 3 HUCQ2142-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head In carbon steel and 24 MEGS, MEG7, series hangers Top flange hangers available in widths ranging from 5-114'to $- 4 THGB2, THGB3, THGBH2; THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-112". 5 THGQ2-SDS3, THGQ3-SDS4:5, THGQH2SDS3, THGQH3-SD54.5, THGQW4-SDSE Joist Hanger 24 T9D22 Truss BraceDiagonal8 Titan HD Rod Coupler (rHD37634RC, THD50939RC) Titan HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW33, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger(THDB25158RH, THD837158RH, THD37212RH; Titan HD Threaded Rod Hanger for concrete 11$"and heights ranging from 9-114'to 24". THD50234RH THD10212RH) 26 PF; PFB, PFDB; PFDSB series hangars Top flange hangers available m tvidtn oft-9116" and heights 10 Wedge -Ail (WA) Wedge -Ail Anchor for masonry ranging from 3-3J8" to 7-1l8". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 2$ WP series hangers. Top flange hangers available in widths ranging from 1-9118" to 7- Sed # Product Model. Number or Name Product Description Sad # Protluct. Modal. Number or Name Product Description FL#i6230-R8 1/8"and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3:62 SDSHDG; CCOM4.62-SDSHDG, CCC]M5.50-SDSHDG, CCTQM3.82 SDSG, Masonry Pier Gaps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor COTQM462-SDSG. CGTQM5:50-SDSG, COCQM382-SDSG; GGCQM482-SDSG, Sea # Product Made], Number or Name Product Descrintion 3 H16,H165H18.2;H16-2S Hurricane Tie CGGQM515Q-$DSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HEfAl2, HEfA16, HEfA20, HEfA24, HETA40 Embedded TrusssAnchor 2 EGCLQM3 62G-ICT, ECCLQM-0.62G-KT, ECCLQM5:50G-KT, EGCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for nrasoriry 5 HETALI2, HEiAL16, HETAL21] Embedded Truss Anchor ECCLLQMD4.62G-KT. ECCLLQMDG 50G-KT, ECCLRQMD3.62G-Ki, ECGLRQMD4:62G- 3 SEr-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Numbar or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, EGCLR4MD5.50G-KT d Strong-Bolt2 (ST82) Strong -Bolt Wedge Anchorfor masonry 1 ABA44.ABA44R ABR46 A0A46R..ABA66 A8A68 R , file PostBase Adjustable J 7 HHETA16.HHETA20.HHETA24 HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25 HGUMS:SD HGUM7:00 HGUM7.25 HGUM9(70 � Heavy Mason Hangers Y Masonry 5 T iten2 NZ CR ) 2 Screw Anchor for Concrete Titan 2 ABU44; ABU44R, ABU46 ABU46R, ABU5-5, ABUr6, ABU65, ABU66, ABU66R, ABU88, .Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GirderTiedown 4 LGUM26-2, LGUM28.3, LGUNF26.9 LGUM28.2, LGUM2&3, LGUM28-4, LGUM21L0-2, Masonry Beam Hangers 6 Titan HD (THD-Hass, THD•H6S5, THD-ErS8S5) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1:010; ABU101OR; RBU1212 R8U1212R ;g. LTA2 Lateral Truss Anchor LGUM21lj-8 LGUM1210-4, LGuM46, LGUM48, LGUfv141.0' or316 stainless steel witti hex head, and 316stainless steel w;th 3 .: ABW44Z ABW44RZ ABW48Z ABW46RZ ABW66Z ABW66R7. ABW7 7 1e Post Base Adjustable 10 META12 META16 META78 META20 MEFA24 META40 Embedded Truss Anchor 5 MBHA3:12I9 2a MBHA3.12/11.25 BHR3' 6!7 2a MBHA3 5679.2a MBA fill , M 5 H 3.a 1.2a, asonr To Flange Beam M y p Hangers countersunk head. 4- AC4, A04R, AGE4, AGO, ACBR, ACES Post Gap 11 MSTAM24, MSiAM36, MSTCM40, MSTCM80 Strap Tie for Masonry MBHA3.56111.88, MBHA3 56114, MBHA3 56116, MBHA3 56T18, MBHA5 50lT.25, 7 Titan Turbo (TNT) Titan Turbo Screty Anchor for concrete or masonry 5 BC4, BC46, BG4R, BC6, BC6R, BCB, 8CS2-2t4, BCS2-3l6 Post Cap 12 MTSMi6, MTSM20; WTSM16, HTSM20 Twist Strap for Masonry M6HA5.517T9 25, M6HA5.50f11.25, MBHR5l80l11 88; MBHA5 50f14, MBHA550116, 6 G644; G646 CB48, OBSB; C068 Embedded. Column Base MBHA5:50i18 7 C65444-SDS2; C8SQ4fi-SDS2. CBSC]66-SDS2, CBSOS6-SDS2, CBSO88=5DS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56111:25, MBHU3.56711:88; MBHU356714, MBHU3:56116; Masonry Beam Hangars FL#1 , 3f�9 7-R3 CC, ECG, ECCU Series Bolted column caps with Wi ranging from 3-1l4" to 9-112" and. FG#11496-R5 MB U3.56J18 M8HU5.50J9.25 MBHU55D111 25 M HU5.5 T11., MB U5i5. 71 H B 0 88, H 0 4, W2 ranging front 3-5/811 to 7112 MBWUS atl/16, MBHUS 50118 Sea # Product Model. Num bar or Name Product Description 9' GCQSbS2.5; ECC4-SDS2:5 Series Screwed column caps with W1 ranging from 3-114" to 9.1/2" and Sea # Product Model. Number or Name Product Description 1 X3461018-5K, Xi S1016, Xi B1016-d1{, XQ1S101 B, XQi B1016-4K #10.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with �Ki n in from 3-5(8" to 7-1/2" W2rag g m 1 DTT1Z Deck Tension Tie Drill Pc t In 10 GPT44Z, CPT667; GPT88Z Concealed Post Tie Base 2' HD12; HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ11461224.2K 492-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44R, EPB44, EP846, EP665 Embedded Post Base 3 HD3B, HDSB, HD78, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head g 12 EPS4Z Post e Embedded Po Base 4 HTT4 TT5 HTTS-314 , H Ties Tension i Se # a Product Number Model, or Name Product bescrintian 3 4 1 X 122 - XMQ11 S 224 M 114B 4 2K 4 41 Strong -Drive XM Medium -Head Metal Saff-Drillin 2 24 M r 9: 13 LC844, LC868 Embedded Column base 5 LTT19, LTT206, LTTI31 Light Tension Ties 1 SDW22300, 5DW2233$, SDW22438, SDW22458 5DW22509: 5DW226Q0, SDW22638, Strang-DriveSDW EWP-PLY and TRUSS PLY Sorews Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPG63 Light Past Cap SDVY22634 4 X011451224, XQ1i461224-2.5K, X114S1224, Xg112S1224, XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws witl, #'a 1 S P8 6 M 44Z, MPB6 Z, MP888Z Moment Post base 2 SDWG15450 SDWC15600 Strong -Drove SDWC TRUSS Screw Drill Point 16 P844B 4 B4 P6 6 P 66 P 4 R P 6 5 B R � Post a Embedded P Base FL#13628-R5 3` SD 9300 S 0 D 0 WH1 DB DWH194 ODB 5 WW196 ODB SDWH1@800DB SDWW1@1000DB D B S "1 Strong -Drive S WHTIM ER -HE){ oral r v r' U St 3 D -� X $4 016, XU 4B1 16 K Tapping Screws a #1i118Stron Strong -Drive wih g g, 17 P6544A, P6546; PBS66 Embedded Post Base 4 SDWH27400G; SDWH27600G, SDWH27$r]DG, SD'VVH271000G, SDWH2712000 Strong-DriveSDWH TIMBER-HEXHDG Screw #1 Drill Point 18 PBYB. P8V10 Round Base Sea # Product Model. Number or Name Product Description 5 SDWS16212 SDWS 63D0 SDVVSI6312, SDWS 6400 1 1 Stron -Dive' D SFRAMING Screw g I 5 W 19 PC44-16. PC46 18 PG48-16. PC6416 PC6 1 PC44-18 EPO 6:- 6 EPC48- � 8- 8. E 4 1 16, past Post Ca 1 SB518x24, 58718x24 501x30 SB Anchor Botts $ SD 519600 DVVSB712 SDW 4 W -- W , S , S22 DD,SDW5225170:SD 522512, SDWS226D0; Strong -Drive >S '$TI DW TIMBER Screw (interior Grade) EPC64-16, EPC66�16 '2 5STB16', SST620, SSTB24, SST628, SSTB34, SST636; SSTBi6L, SSTB20L, SSTB24L, SSTB Anchor Baits SDWS22800, SDVVS229D0, SDWS221000; SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z, PC4R7, PC62; PCBRZ, PCBZ, PCBRZ, ERC4Z, EPCQRZ, EPCBZ, EPC6RZ; EPC82, Post Cap SST628L T SDW5223DOD6, SOWS2240DD6 SDW52250OD8: SDW52260008, SDWS2280OD6, Strong -Drive SbWSTIMBER 5crew(ExteriorGrade) EPC8RZ SDWS22100DD6 Sea # Product: Model. Number or Name product Descrntion 21 PPB44-4Z, PP644.6Z Post Base 8 SDW522312DBB, SDWS22512DB6 Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSGB46, DSSCB48, DSHS Bypass Framing Drift Strut Con necfor 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740D$S, SDWS27500SS, SDWS278DOSS, SDW527800S5, Strong -Drive SDWS TIMBER SS Screw 2 FG643.5, FG645.5 FCB47:5; FG849:5, FCB411.5 Bypass Framing Fixed -Clip Connector D 527100D S S-. 5279 -SS S W S tJW 206 3 FPHSD34S70113, FF`HSD34B1018, FPHSD34B1D1$-SK; FPH5D34S1214, #10-16 and #72-14 Strang -Drive FPHSD Framing -to -CPS Self- Sea :# Product Model, Number or Nance Product Description 10 SDlM113400 Strom-DriveSDWV SOLE -TO -RIM Screw FPHS034B1214. FPWSD34612145K Drilling, Tapping Screws FL#148Ji6-R5 1 CMST12, GMST14, CfOlSTC16, CS14; CS16, CS18, CS24, CS22 Called Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC425, LSFC$:25, SFC2.25, SFC4.25, SFG6.25 Steel Framing Connector 2 HRS6, HRSB, Hf2512, FHA6; FHA9, FHAl2, FHA18, FHA24; FHA30, MSTI26, MSTI36, Straps 97 mil (12:ga) 5 LSSC4,25, LSSC6.25 SSC2.25, SSC4:25, SSC6.25, M55C225,.MSSC4.25; M5SC8.25, :Steal Stud Connectors. Sad # Product Model, Numbercr Name Product Description MSTI48, MSTIBO, MSTI72; SJMST27 8/MST37, S1MST48 MSSG4:25KW, M85C6.25KW '1 J - F F A, SA Foundation Anchor 3 4 530 HTS16, HTS2D; HTS2 ,HTS28, HTS30, HT G He Twist Straps Heavy FL#15363-R3 6 RCKW3 RC4C4V5.5 RCKW7.5 RCKW35, RCKW5:5S Rigid Knee Wall Connector ig 2 FRFP Flat Retrofit Foundation Plate. 4 LSTA30, LSTA3B, LSTI49, LSi173; MSTA9, MS7Al2, MSTA15; MSTA16; hASTA21, MSTA24 Straps 43 mil (18 go) 7 SC643.5, SCB45.5;�SC647 5 SC849 5, SG6411.5, M5CB45:5, MSGB47.5 Bypass Framing Slide -Clip Connector - - 3 "1 26 a # Product M Product Description $ C 32- ' 7 SC - 97 S - !1 S82 5 Framing N N Cn ., U N O U Q O O O 0 L I� CL c 0 Q �..�.� O VFW - -0 � p L Q CL �^�11 W ^ , W f� v z _ cz V O U L 'W V , M n< 1..� O�V W Q W z J Z Q J SHEET NO. PA 1.3 , . 0 • ' Updated Connector 3 GH46-6, GH46 8, GH4S-6,, GH4S.$, GH410-�; GH410-E,:GH66 8, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA@, LSTA12, LSTA15, LSTA16, LSTA21. LSTA24, ST2g2 5T2122 ST2115, 5T2215 Straps 3 m1 ( 9,,.} S� oriel. Number or Name S S 519 S62 5! C$62 5 18, SC 111$ Bypass a (D a) c- C�*j (n -�ffi (D -0 > MIAMI- 311MA-D"ECOUVff SMIrIGN PGT Industries. Inc. cm PGT Industries, luc. (D 2 0- FROMICTCONTROL 1 PGT Iludustries. Inc. LU 0 CD 0- 0 L I ISM SW 26 S trieL Rom 309 NO TICE O]F XC _NTC_E :EVEDIENCESuBmTTED 'UBMITED C= NOTICE Of ACCEPTANCT: EME-NICE S -C3 DEPARTMM T GF REGULATORY AND ECONO3MC RESOURCES MER), M2=L, Mori& 33175-m2474 BOARD AND CODE ADAMUSTNATIONDNMOIN T(786)315-25M FC7W)315-25"_ _CEPTA_ NOTICE OF ACCEPTANCT: EVIDENCESUBMIT TED ZZ C�D co Z -&-.# (D NOTICE OF ACCFPT.4_NCE (NOA) 1. Evidence submitted under preiiousIN-0-A D. QU ALIT" Y A S SUI RAY CE ZZ) W_ a - n C= C-) .4, U) :3 Co CU U) A. DR-AWMGS B. TESTS (continued) G � L Nfiami DadeDepamnent of Regulatory and Economic Resources (KER)_ V-4 _= -Z r3/. (D -0 0 0 PGTIadnstries, Inc, 1070 3echnolo&yDiive�, I NWruf4ctui,&s,die drawings and sections. S. Test report on 1) Air Infiltration Test, per FBC, T-AS 202-94 0 (D 0 0 North Venice, FL 3427-1-4 (SubviRted under.N'0,4A"o. 11-0107.0-4) 2.)Uniform Static Air PressureTest- perFBC,TAS.202-94 1. MATERILAL CERIMCATIONS 8 LL. Scam: 2. Dtawbig No. M-D-55570.0, titled"Viqyl Sliding, Glass Door NOA (11vo-, sheets 1 3) Water Resistance Test, per FBC, TAS 202-94 ,=- 1. Notice of Acceptance No- 15-0-528.14 issued tollision ExinisionLitnited. for 0 This N10A is beingissued under the appliciable rules and regulations goveming the use of constructionmaterials. The through 21 of 21 � prepared by manuftcturer, dated 1"5115, with w5vision A dated 41 LaM Missile Impact Test per FBC, TAS 201-94 -117hite Rigirl P VC Ex tej io r Extru s iot Ls f or Window s an d D 0 or s' dated 0 8 A 3 M 0 > 0 E 0 documentationsubmitted has been fe.-. -im-ed and accepte&by Nliami-Dade Count -Product Control Secticm 0 _yRER 04105117, signed and scaled by A- Lynn Affler- RE. 5) Cyclic Wind Presstire Loadingper FBC, TAS 203-94 expiring, on 093a,19. Cn a) 0_ beu4rdinAfiamiDa&-CouWyaW:oW.rucaswtuc allm-edby the Aighority Hovixglu6a�kdm (AHJ�- 6) Foxed Ewq Test, per FBCL TAS 202-94 2Lj Notice of Acceptance No. 1"20X8 issued to Vision Eximsion Liaiited for th& -17E U) This NOA shall. not be valid after the expiration date statedbelow- The Njjamj_D&de County Prcduet'Control SeCjQnL 9. TESTS along with marked -up drawings and iii4allation d of vinyl slidingglassdoor. prepared 1000 Tan 202 and lighter Shades 0en-White) Rigid Exterior Extrusions for P17C U) < (In Kiami Dade County) andlorthe AH1 (in arms otherthan Miami Dade Gm�) re serve the right to have this I - Test report on 1) Unifonn Statwi Air Pressure Test, per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc., Test Rf port No. &5.49, dated 1 LIO&I 5, and Wtndows a ad Doo i s". d at ed 11'08ell 6. expiring - on, 12,129,C) 1 p roduct or n2aerW testedfor quality awuranceputpo5es. If-thisproduct ormatefial. fails topedotmin the accepted per 2. 1AW Missile Impact Test -FBCTAS-201--04 ) 1 sealed by Idalrais Ortega� P. E_ (Test report revised on 1210-4115 and 01,1146) 3. Notice of A c cept anc e No. I _" -5 2 8. 15 issued to Vision F-%-t nL4= Limit ed fiDr their Manner, themanufficturer will. incurtheexpense of such testing and the AlUmay immediselyie%, crl-e- mo dify, or 3) C� ind Ptesmie Loading FBC, TAS 203 94 clic V . M 6- Test report on 1) Air Infiltration Test, per FBC- TAS 202-94 - -Brown Coated (Painted or Laminted) White Rigid PVC Exuq-ior Exh-asions for suspend the. use of such product or material within theirjurisdiction� RER reserves the rj_&t to revalm this along with markrd-up drawings and installation diagrata of vinyl. slitting glass door. prepared 2) Unifam Static Air Possure Teg- per FBC. TAS 1-02-94 W-indows and Doors- dated W13l:5. expring on 0930l9. 0! acceptance, if it is determined byAfiami_Da&- Count yPM4jWt control'section that this ptoduct of alaterial fails to meet The recrunamento of the apphcabk- buildmg code-, by Fenestration Testing, Lab -Inc, Test Report No. Fn 8717, dated 11,97115, si� and .1 � , 1 1 3) Water Resista=e Test,, per FBC'TAS 202-94. 1 . 4. Notice of Acceptance No - 16-0712.02 issued to EN, ERGI Fenestration Solutiom USA, This product is apprmedasAescribedhexein and has been designed to comply wilh the Flcui&, Building Code. X24' sealed byIdahnis.Ortega, P_E_ (Test report raised oriDI'1546 and02 16) 4) Large Missile In4)2ct Test per FBC. TAS 201-94 Inc. for their "TA24- M40 and Lighter Shades (Non -White) Rigid PVC Extei lor mcludtug the High Velocity Humcane Zoix-_ 2, Test report on 1) Air Infiliration. Test 7. per FBC_ IA-S 202-:94 I 5) Cyclic Wind Pressure Loadingper FBC- TA.S 203-94 Eift-usions for Windows and Doors" dated 09115116- expiring m 0240412 1. - D'Es�CRIPTION: Series,�`545_45 70,12 7-70*1 V*vl SUding Gla ss Door (Reinforced) w�%-o 9 V & 1-1-NI corners-L_V�L 2) Unifom Stat ic Air Pressme Test- per FBC, TAS 202-94 along vath marked -up drawmgs and installation diagram of vinyl sliding glass door. prepared 5. Notice of Acceptance No - 1"712.04 issiwd to ENERGI Fenestration Solutions USA, APPROVAL DOCUTNIENT- Dtawik-,-No, _M�D-45,4570.0 ReT, B, titled "17my! Sliding Glass Door NOA (LWI sheet 3) "Water Resistance Test, per FBC, TAS 202-94- by Fenestration Testing Lab- Inc., Test Report No. FTL 9-5 52, dated In,4115, signed and Inc- for their "Bron ze and Lighter Sh a d es of Cap C oa red Rigid PY C I xterlor I thwivgh,2 1 of 2 1, prepared by manufacturer, dated 10;05�'l 5and hmt revised on 01-1 1,C 1, signed and sealed bY 4) Large IvEssile Impact Test perFBC, TAS 201-504 sealed by Idalmis, Ort-ega, R, E_ (rest report revised on. 02115,-' 2016) -report, Extrusions for Windows and Doors" dated 09115116, expiring on 04/l&20. A-Lyna.-Millff P.E., bearing the Ifianii-DadeCountvProductC.antrolP,.eiisionstanVwitlilheNotice of 5 Cyclic Wind Prew-sure Loading I 5) �per FBCv TAS 203-94 T Test on 1) Umfom Static Air Pressure Test per FBC, TAS 12022-94 6. Notice of Acceptance No- 1"712.03 imued to ENERGI Fenestration Solutions USA, "'W Ac ceptanc e number and expiiL*ion date bry the Miami-D ade Czunly Product Control Sectiom 6) Fmced Entry Test, per FBC, TAS 20,1 94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their Rigid PVC Exterior ExtrusAans for X11indows and Doors" dated Z XfissiLE L mpAcT R_ATn-,G: LaTW and Smalllkfissile Impact Resism nt along with maiked-up drawings and installation. diagram of vinyl sliding glass door. prepared 3) Cyclic Wind Presswe Loadingper FB-C_ TAS 293-94 09110A 7, expirin on 02,28118- by Fenestration Testing Lab, Inc., Test Report No- Fn 9546, dated 11,10611 5� signed and alon with mat-M-up dxavving& and installation diagram of viuyl sliding gins door. prepared 7. Test reports No(s). 10-002-792�A), 10-06,N1052 7, 535 75 3-09- per ASTME-94, Lizaitations. f 1. See table. 1. (sheetZ) ad table 2 (�heet D for applicable SGD unit �4m-,.desiga pmsures, rem orcements ypes. sealed b- w a Y-IdahTisOrtegaP-E.(Yestrepmtm.,isedoiiOliO4/l,6 d0lill,2016) _g by Fenestration, Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 thruA-22),. dated ASTNID 1929 and ASTMf)-63 5 - issued by EXOVA to Vision Extiu:sim for cellulosic qmtements gUss typesi sill riser (see tables B-1 & B-2. sheers 7-8) and anchorlayont sheet re inlithruli-_ 3, Test report on I)AkInfiltratiou Tft,st.. per FBC, TAS 1-02-94 '1 signed andscaled byJorgeA,_ Causo, P. E.. (Snbuthted under.,NTO�4 A`& Il- , 't, composite material- 7C to be 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brovom coated (Painted or laminated) white Ri idFV 2) Uniforta Static Air Pressure Test, perFBC, TAS 20-7-94 64 (SubmNed under ArO-4.Vo. 11-0107.04) _gt labeled p er re farenced NOA's requirements- 3) Water Resistance Test� per FBC, TAS 201,94 8 Test report on 1) Air Infiltration Test, per FBC- TAS 21r--94 S. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.- Inc- for their 3. Egress operable doars must comply with min clear width or heirdit per FBC requirenmnt- as apphcable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static -Air Pressue Test, per FBC., TALS 202-94 -SentryGlasS (Clear and Wh!W) luterlay-er, oViring on 07/04-18. 4. Pocketwalls under sepRrateappravaL to be re-�ieuledbyRuikhng official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 - 3) Water Resistance Test, per FBC, TAS 202-94- 9- Notice of Acceptance No. I&Ilri.01 issued t o Kuraray.America, Inc- forthm L.iBELING: Each unit shalt bear a penimnent label with the in dureesname or logo, city, state and series:and 6) Faced Entry Test per FBC, TAS202-94 4) Large Missile InVact Test peiFBC, TAS 201-94 "T rosifoll, Ultrackar. Clear and Color n7B InterlayetV, expiritag on OT0819. following statemeir. "Miami -Dade County hoduct Contral Approved!', noted herein- along with marked -up draw ings and installation diagram of vinyl shdmg glass door, prep2red 5) C,v&c Armd Pressure Loadingper FBC,T AS 203-94 RLENE W-A L of th is NOA shall b e c unsi dere d a fle-r a reneumi app lic a ti m has be en f ile d and there h as b e e n n a by FenestMicn Testing, Lab., Inc., Test Report No- FTL W47- dated 11104/15, signed and 6) Forced Entry Iest- per FBC_ TAS 202-94 F. STATE-1][ENTS ch=i pe in the applicable building codenegati;,relvaffectin ormance ofthis product- _g the perf sealed ky I daluis Ortega, P_ E. (Lest report revised m 01111 5� 16) along with nmiked-up drawmgs and installation diagram of vmyl sliding glass door- prepared 1 - Stattment letter of confonnance, w ith IBC -5 11 Edition (2-014) and FB C-0 Edition T ERxJIN�Vfl ON o f this NOA wM oc cur a fler the dateor if thetehas been a vnision or chan imthe expffatioa ge 4- Test wport on 1) Air Infiltotion Test� per FBC- TAS 202-94 by Fenestration Ttsting Lab, Inc- Test Report `No- IFTL 6-337 (samples A- I thru A-5)_ dated (2617� issu�ed by manufacturer, dated W141171 sip=d & sealed by LymNligm ?�E_ Materiah, use. andlor niamifacture of 1he prod;uct or promsis. Misuse of this NOA as an e-6domement of anypmduct, 2) LTnffmm Static Air Pressure Test- per FBC_, TAS 202-94 1 M1640, signed and sealed by Jorge A. Causo, P. E_ (Submia&l under N,0.4 A& 11- 2- Statement letterof no fiamcial interest, dated 04118,,"17, issued byrumdacturef, signed for sales, afterfising or any otherputposesshall automahcallyterminatethis NOA.Failureto comply*ithauy 3) Water Resistance Test, per FBC,, TAS 202-94 010709) se2led by Lynn Mi�ller_ P.E_ section of thL- NO.A.-hall'be cause fortermination andremoval ofNak- 4) Large Missile Impad Tev perFBC. TAS 201-94 3, Letter of lab compliance, part of the. Ao%,e test reports. _4D'%T_RT1SE_X�N_T . The NOAnumbei pmeded by the words Momi-Dade County. Flotida, mid folkwed by th e 5) Cyclic W, in d Pressure Loading Per FB C_ TAS2,03 -94 C. CALCILTLATIONS 4� RER_ Test Propo-qal No. 17-0387, dated 05/05117, s*ed by Ishaq Chanda- P.E_ e --p iration date may be displa yed in a &mrtising literature.. If any is poitionoftheNOA' displayed, then it shall be 6) Forced Entry Test� per FBC, 1XS 202-94 1- An6orverifixrftion calculations and structural analysis, complying with FBC-2014, done in its entiretv.. along with marked -up drawings and instalhtion. diWaru, of vmyl sliding glass door. prepared prepared by PGT, dated 1110-91 5and Lim revised cc 0-1,11 Si16, signed andsealed by G. OTBOER LKSPECTIONN. A copyof Ws entire NOA shallbeproi-uled to the userby-1he manufactuseror its distfttors and by Fenestr ation Testing Lab- Inc., Test 7Report: No. FTL 1348- dated 11,04115- sigurd and '0.4 J AnthmyL Mller, RE. (Submifted ondtor.,V No. 15-1210.611� L Notice of AcceptanceNo. 1-5-IL710,01 issued toPGTIndustries.-fartheir Series ,.hallbe available forinVectim at thejobsite at the requzutof the Building'Official sealed by Idalmis Ortega, P. E. (rest report revised an 0100416 and 02111116). 2. Gla2itg comphes; Vritb ASTMEA300-09. -5570,1770" Vinyl Sliding Gkss, Door (Reinforced) - L.-M J." expiring on WIV21 This NOA r evises & renens N'OA #2113-:0 -4 29.05 and consLns. of this. page 1 and e-�idence pages t- L E-2- E-3- E-4, *X E-5 & E-6 as -kvell as appro,.ml document menhoned aVme- The mktmitted documenation was mdewed by Ishaq I C%anda, P.E. L11haq I. Ckan", P.E. Ish2q 1, Chamda. P.E. Ishaq 1. chanda, pl� Product Coutrol'Umit Superrisor Product CoatrGI, 17ait Supfr-riser Product Control Unit -Supervisor NOA No.� 214.104.0 Na� .11_42IH4.03 5 NOA No. 11-020A.U3 ExporatianDatet Apdl-14,2026 - 4, :0 `6 EipirudonDafet Aprill Expiration Date t A pTit 14. 2 Expiration Date: ApritI4,*10.25 W-P ill M,�4 Approral Date -Alm reh. zls,'20:1 7 Approval Date, Xfarclk 1.9, 20! 1 ApprovolDateiNfarch 15,1011 Date-� -xiatih 2s, '021 E-2 PGT Industries, Inc. CQ Wmdows and,Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPT-A.N'4C.E: EN`][DF_NTCESU1B'_%ffrT1F_D NOTICE OF ACCEPTANCE: EN-MENCE S17BXUTTED NOTICE. OF ACCEPTANCE: EVIDENKCE SUBMITTIE 2. E-vidence Submitted under preAlous -submittal E. KALTERIAL CERTEFICATIONS(coiatinue) 3'. New Evidence Submitted 5., Quarrex Part Super Spac er, S tandard complying with A STM C518 ihm mml Cond uct nity A. DRAWINGS 0-88 1, BTU -in/ hr.-fF--F, ASTM F 1-249mMIC-Pass.. ASIMID3985 0xygei�-Pass, ASIM, E A. MA11NGS 1. DravvirigNo- AID-5-570.0 Rev & titled -Vinyl Sliding Glass DoorNOA W'� sheets 2190 I.G_ Durability -No fog -Pass. (Submined underpre4ens.XOA X-6, 1M409.05) I 1. Df aw-mg N o. AED -555 70� 0 Rev B - titled V, inyl S lid irig G lass Doix NOA (LMIT sheet s I I through 21 of 2 1, prepared by manufacturer dated 10,`0 Sl 5 and last rmis-M on - through 21 of 21- prelxared by manufactuier dated IWO51115 and last. mvised on 010V21- 04!22,20, signed and sealed by A- Lynn Miller. P_E__ C Quanex Part Durase =4)lying with ASTM C519 Thetmal Conductivity 2.222BTU-ml signed and scaled kyA. LynnMiller, PE� hr_-fF-rF, ASTM F 1249 '%TM -Pass. ASD4 D 1434 Argon Periucance-Pas&, ASIM E Notr Thisrevision consists n, laceineut of same existing installation screw, with flat head- B. TESTS 219R TG_ Dunbility-No Fog, ASTM E 546 Dew Point Development -20OF in 48 brs. 1. 'Test reports orr 1) Air Infil, tr�ftion Test, per FBC. TAS 202-94 (Subm ifted nuderA70A IV& 15-0460.05). Z) Uniform Static Air Pmssme Test, Loading per FBC- TAS 202-94 7- Vision FxImsions- Ltd- Parts compbing with PVC-.AAMA 303-13- Voluatary Specificatwn B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Polymyl CU=de OnIC) Extenor Prafiles far Vision Exmmms Ltd,--%rEX 1 by 1. None- 4) Large Missile Impact Test per FBC_ TAS 201-94 AAMA Fenestration, Extenof Profile Certification Program (SlibmweAd zinder NiOA JVo 15- 5) Cyclic Wind Piess= Loadingper FBC, TkS 203-94 0409.05 ' ) C� CAL CUL ATIONS E along with marked -up drawings and installation diagram. of all PGT Industries, Inc. 8. Vision Fxtrusibns, Ltd- Part s complying with, PIVC-AAMA 303 -13 L None, repreumtative wids listed below and tested to qualify Dowsft 791 and.Dowsil 983 silicones, (.19tibmiffed under.N50AN9. 15-0409.05) (D (2) prepared by Fenestration Testing Labofatory- Inc... Test Reports No.: 9- FVC-AAMA 303-13, Voluntary Specificationlor Rigid.Potyminyl Cblmide (PIVC) F-W-erier D. QITAL=- ASS MANCE C FTL-7897, PGT PR15520 PVC Fixed Window (unit 6 in proposal), dated 09,103114 Profiles for Vision Fodruston&_ LtdVEX-1 by A-AM4, Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER)- U) FTL-20�2107.1, PGT SGD780 AJumin= Slid' Glass Door (unit Tin proposal) IFTL-20- 1119 CertificationPrograni 2107.2, PGT CA740 Alum- Outswing Casement Window (�mit 8,,ia proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Emergi Fenestration Solution, USA, Inc. for E. INLALTERLAL CERTIFICATIONS - co 2107.3, PGT PW762GA Aluminum Fbmd Window (unit 9 in proposal) and'"FTL-10-21167.4- their �Tau 3040 & light shade (Aon-white) White Rigid PV C Exterior F.Xtrusioas for I., Notice ofAccel$.ance, No. 19-0305.02 issued tcKtirwray A-merica, Inc. for their > PGT PW`7620A Alunfum Fixed'%Tindow (unit 10 in proposal) dated 07A3120- all signed WindowsaudDoors". ex4*injzonV2j0C2l. "Trosifoll Ultraclear, Ckar, and Color PVB Glass Interlayers, expiring on 0T0&'24_ M 0 and sea -led by Idalmis Ortega- P.E_ 11- Notice of Acceptance No- 1"122.02 issued to Energi Fenestration Solution, USA- Inc, for 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America. Inc. for their their -se, mis '"like Rigid PVC Exterior Extrusions for Windows =A Doors�-.. expm-ing on "Sen"-Glast tClear and'"Ifite) Glass Inte rhyer�", oqiring on 07/04�23_ > C. CALCULATIONS 02n r 8P2 3. to Vi!;ion 3- Notice, of Acceptance No. 18-1106.10 issued ExtrIlsions, Litnited for their -Brown 0 I- Anchor veffKation calcrIatious, and structural analysis' complying with. FBC 7tb 1-1. Notice of Acceptance No-, 2"203.03 issued to Energi FenesiTatioa Solution, U&k Inc., for Coated (Painted ofLaminated) White Rigid PN7C ExleriorExftmdoas for Windows Edi&,u (202�), dated "21,20, prepared by irranufactuirr-: signed and snled by --Bronze & light shade cap coated W"hite Rigid PVC Fitnior Extrusions for their and Doors". expiring on 09130024� AnthortyLymn.'NOler. P.E_ Windows and Dean-- expiring on 04,46,25. 4- Notice of Ac ceptance No. 18-1106. 11 is sued I o V isiot Extrusions Limited for their swies Glazinicompiies with _AsrmEi3oo_#4, -eq. -12 and -16. "NT 1000 Tan 202 and lighter shades ffew-AN'hire) Rigid Cellular PVC Exterior D. QUALITY ASSITILANCE A -TS F. STATF1 IEN Extrusioms for Windows and Door-s expiring on 1.129,Q I 0 Miami -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7& Edition (_202:0), dated 04:22CO, issued by mm, ifacturer, signed and sealedby Anthony Lynn Miller.PX F. STATEINIENITS E. 3LXTERILU CERTIRCATIONS 2. Statement letter of no financial interest and of mdependem., issued by nmm3factuiw. dated L Statemmt letter of conforma= to FBC 76 Editiou (1-020), dated 0261J21- issued by I- Notice of Acceptance No. 1"305.02 issued to KuraraN America. Inc. fortheir OVISP20, signed and sealed by AnthonyLymn Millei�_ P�L manufaclu:rer. signed and sealed by Anthony Lynn -Miller. P �E. Cf) "Tr9dfol-1- Uln-ack-ar. Clear, and Color PVB Glass Iaterlayer�'. expiring on 3. Pth-ate Labeling Agreement doamrnt between PGT dated 033CV15 and signed ky all 2. Piivate Lab&ling Agreement dated G3,0&21 between PGT Industries, Inc. and CGI 07/0&24,_ involved parties. gineering! on be -half of Wmdoiws and Doors Inc., signed by Dean M. Ruadr, P-E., V.P, Eng 2. Notice of Acceptance No - 17-0908.02 issued to Kuraray America,. Inc. for their "SenttTGlast, bothcmManies, (C-tear andWbite) Glass h.0flaytws", UP=- on 07/04123. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown 1. This NOArevises NO-4L#17-0420.06t?VTw.'CGt)and-update-stoFBC201-10(7'Editiou)- G. OTHERS Coated (Painted or Laminated) Witite Rigid Pv:rC Exterior Entvslons expiting 04/21,22 1 L niis NOA rellises & renews 20-0429.05 (PLA w�`CGI), expiring 04/14,26. farWindows and Doors". expirim on OW30,24- 1 RER Test proposals #19-1155 dated 01,110Y20approved b y Ishaq L Chanda, RE, expiring 2. Me cm=t associated PL4, CGI file #21-020-5,01, expiring 04/11,26. 4. Notice of Acceptanoe. No. 1.8-1106.11 issued toVision Extrusim Limib�d for their 0 4, `1412 1 series ' 17E IM, Tan 202 and figliter shades (Nion--Whio) R*W* Cellular PVC. 5t. W 2 Ert"r Exnmdions for Vi'mdows and Doors-_ expiiW. on 12.129t2 I � I � f I < il I*mq L Ckanda. PE. Ishaq t Chau&. P1_ Iskaq L Cltaiida, PX. Product Control Unit Superrisor Produd control Unk Supervisvr Product Control Unit SuperTiser 21-0-le's.-03 N011 INO. 214245.03 < 'NO A Tv-o., Z 1-820Y.9�93 Expiratiou Date. Apri]14,2016 Expirsdoul)aie: ApAIU,2026 ExpiratiaaDhtn AprA14,2126 Approval Date.- March I.F%29,161 Approval Date, Abirth 29, 1.01 Approval Dat*- Afarch 255 20 21 -S F_ -6, E -4 SHEET NO, I March 6, 2023 I I 1.4 WPA ++ ANA CO ' w'0 > 0 O MIAMI- MIAMi-DADS COUNTY � _ O N O_ MW PRODUCT CONTROL SECTION DEPARTMENT REGULATORY Cast -Crete USA. LLC Cast -Crete USA, LLC Cast -Crete USA. LLC � � � � 0 Cl. OF AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 � BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)3a5-2590 F(786)sis-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � •c, m y Co N � . — � V � NOTICE OF ACCEPTANCE (NOA) wwwmiamidade.gov/economv L EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-06005. 4 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 14-0903.03 .4 2 � Y a-� a) � U � L � Cast -Crete USA LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS � o t- �. Setifner, Florida 33584 „ �, 1, Drawing No. FD461 2 titled Precast and PrestressedLrntell3etatls sheet 1 a 1, , ,, 1. Drawing No. FD4612, titled Precast and Prestressed Lintel details ,sheet 1 of ,, L Drawing No. FD4I2, titled Precast ttrtd Prestressed Lintel Details ,sheet 1 _ 3 nv v O U_ -- }, _ prepared by CraigParrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 4 a o. 1, prepared by Craig Parrino, P.E. , dated March 24, 2003 and Drawing N „ _ �� 1, dated 03124103 and Drawing No. LT461Z titled Cast Crete 4 6& I d O Co `~ O > p,, SCOPE: "Cast -Crete 4". 6" & 12 Lintel Sa/e Load Tables" sheets I through 3 of 3, prepared by r, , r, „ „ LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables", sheets I „ Lintel Sae Load Tables , sheets I through 3 of 3, last revision dated 06112114, all > .=° y � � -� O � CU O L This NOA 1s being issued under the applicable rules and regulations governing the use of construction materials. . . . r arrzno P.E. dated March 24 2003 last revision #1 dated April 28, 2003 both Craig P . through 3 0 3, prepared b CraigParrino, P.E., dated /l�arclt 24, 2003, last pO�p� y(j c° re ared signed and sealed b C'rcta Parrino, .f'.E<< on 08119/14. P $ ._, � to i -�--� , — � O Ca CD_ The documentation submitted has been reviewed and accepted b Miami -Bade CountyRER- Product Control y drawings signed and sealed by Craig Parrino, P.E. j {� fE y, /�, A revision dated March 11, 2008, all signed sealedand ' by Craig Parrino, P.E., an revision , 0- cla � co �+/�— ' ^ ) �/ C, 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 _ �L • — v (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 S29-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade County) and/or the AIIJ in areas other than Miami Dade County) reserve the right to have i ty) � ty) g . b lied Research Laboratories Report No. 30404 dated 04110103, signed and by P A, _8�i' 1. .bone. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealer/ by Christopher A. Haman, P..E. C, CALCULATIONS prepared by Craig Parrino, P.E., .signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke; 1. None, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCI. LATIONS D. QUALITY ASSURANCE . . .- this acceptance, if it is determined b Miami Dade County Product Control Section that this product r material p y ty u Cain p odu o m r 1'. Calculations or Cast -Crete Lintels dated 05129103, 207 a es, prepared by Craig f p �' p p E D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources {RE'R), fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Departmentof Permitting Environment, and Regulatoryjiff Affairs. 2. Calculations far Cast -Crete Lintels, dated 05l291Q3, 140 pages, prepared by Craig 2. E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane P.E., signed and sealed by Craig Parrino, P.E.E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 411,611 & 12" High Strength precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER API'Ii:OVAT:� lOCU11'IENT. Drawing No. FT?4612, titled "Precast and Prestressed Lintel Details",sheet 1 of 1, _ c Lintels revised on M �. Quality System Manualfor Cast Crete Machine tV1tzde Precast L n May 1, Fi , {j"j'�R 1. ,Letter am Cast -Crete USA otted 0811 tI/2(1I4 signed and settled b Craig .�' _ Inc.,, _ y S prepared „ " . b Craig Parrino, P.E. dated March 4 2t}03 and Drawing No. LT4612, titled. Cast -Crete 4 £ 8c 12 y g � x , � � 2002, - .. sealed I. Letterfrom Cast Crete Corporation, dated February C13, 2012, sagged and seal �' P Parr trio, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets. l through, 3 of 3, prepared. by Craig Parrino, P.E., dated March 2�1, 2t1{l3, last 2. Cast -Crete Quality stem Manual or Prestressed Products dated 2002. Q tY �`Y �� by Craig Parrino, P.E., certifying corYzlrliartee with the Florida Building Code, 20I Ll revision dated .tune 12, 2014, all .signed and seated by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.1.8 Miami --bade 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. FISSILE FACT RATING. Large and Small Missile Impact Resistant 1. Drawing No. F'D4512, 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. 'PESTS County logo. "Cast -Crete 4 ", 61' & 12'" Lintel Safe 8`h 3,f 3pared Load Tables`, sheets I throw o , re b �' y 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTSNone. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS I. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County, Department of Regulatory and Economic Resources (RER). any section of this NOA ;shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -lade County, F for da, 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 i E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Cade,. 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1, None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. submitted documentation was reviewed by He]ltny A. Makar, P.E., M.S. " elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. ' e4my A. Makar, P.E., MS.The Pro net Control Section Supervisor Prodruct Control Section Supervisor Product Control Section Supervisor i'1fAMt MDE COUNWM NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09111/2023 NtiA No. Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Bate: t}8/Z0/2020 pp Approval Date: 08/20/2020 pp Approval Date: 08/2012020 pE Al Date: 08/20/2020 pprovaae, Page 1 E - i Y 2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #'18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None, 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATION'S C. CALCULATIONS 1. .None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatary and Economic Resources (RER), E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS E AT ONS }, 1. None. 1. None. = � F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast- � U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E, 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL i9-11130.I4 2. Compliance Letter with the Florida Building Co,de2020 Edition, issued by as 0 A. DRAWINGS Crete USA, Inc., dated 06111120„ signed & sealed by Craig Parrino; RE � 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of > L 1, prepared by Craig Parrino, P.E , dated March 24, 2003 and Drawing No, CDL LT4612, titled "Cost -Crete 4 ", 6"" & 12 „ Lintel Safe Load Tables ", sheets I o Q through 3 of 3, prepared by Craig Parrino, P.E., dotted March 24, 2003, last i— 6-0 revision dated ,Tune 12, 2014 all signed and .sealed by Craig Parrino, P.E., art ,January 22, 2019. B. TESTS 1. .None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE �J CCT 1. By Miami -Dade County Department of Regulator and Economic Resources (RER). � � E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER Article of Conversion, for a name change. O1. UJ Cie toy A Makar, P.E., M.S. C71 Helmy A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor z J NOA No. 20-0630.15 NOA No. 20-06330.15 z Expiration Date: 09/11/2023 Expiration Date: 09111/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 -� E-<4 E-5 a SHEET NO. March 6, 2023 PA 1.5 a .00— Z"IL ECOIN:L 7`11LLIT TESTING A ENGINEERING COMPANY PROI)UCI-n,'ALUAIMNJUkUXJLaQ-"-410A 2 24-M-TREPORTS; 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 - - MEYAKVA1LQN-R9rQUT-NA-a-k=W 3 6. MAIER MIL CHARACTERISTIC 4D PECIFIcATioNs; . -,-S , - , At, $halll be strictly in accordance with General Notesand Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WATTER A. TILLff, JR., P.E. ----- � - --- YL�eco aoj.c,l �!L-�N. 141'r TLCAU_H"� OM6119 as per TAS 202 Protocol. Test reports prepared hy Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on Sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated D8/0911996, #96-670 dated 09118/199,6, 26, of Product Evaluation Document (P,E,D,). drawifirig No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04t1611998 and # 2126 dated 10106/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE; REPORT NO,: 20-0720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, RE. 7.1. Shall be strictly in compliance with General Notes Noi� 1, 6 thru 14, indicated DATE., July 28, 2020 Tensile test report No. 9CM-1 97 by CC Metallurgical, Inc,, dated March 13, 2009. an sheet 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, Indicated an sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E, prepared by Tilteco, Inc. and signed and sealed by Walter & Tillit, Jr., P. E. PRODUCT $US -CATEGORY- Storm Panels 1-3- "T-UCTURAL RkOINEERING VALQM1AT1QN,S: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Pant] for maximum panel length vs. design defined on section 1620,2 of theflorlda Building Codia, PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: length based on rational and comparative analysis, and in accordance with 7-3� Product shall only be installed Into poured cocrete, concrete block, and , QIQW13miliartion Produds LL section 1616 of the Florida Building Code. Calculations prepared by'niteco, IM, wood fra me Structures. 4800 S.W. 5 1 Street dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr-, P.E. Davie, Florida33314 1. PURPOSE OF EVALUATI N; 3. MISSILE IMPACT RESISTANCE. Product, Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E� (System Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-000671 9). 10 # 1906) to the Global Protection Products, Ll,C, Rule Chapter No. 61 G20-3, Method I D of the Florida Departmentof Business and 4. W D LOADS FLF-S�N �- %k%V";0M!II1I,,& ,ON','�� X, 7144i N, Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind , �o �,� . ......... ?2" �, -,S,�4 ,-" , jl!`� �-, %AENS,p'-%.. w, _, �, ,- This product is being issued an Evaluation Report as described h . erein, and has pressures. Maximum panel length shall be as Indicated on sheets $,10,14,15, Z .-, ,.",- --, �t ' . it 44107 't been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No, 20-176. Maximum Anchor Spacing shall be as iridicated on sheets 8, 9, 10, 11, �.��--------Jcf�E�-, * I , �.*= ---�- 1--�-----Z>-* , Z Florida Building Coda,aryd Loverifythatthe prod uctis for the purpose Intended at least equivalent to that required by the Code. 14, 15,17,16, 19, 20 25 and 26 of 213,, of Product Evaluation Document JP-E. D.), -��'�O �%-*' -1 I ,�.� ., STATE OF' ..,�51 * drawing No. 20-176, , I 1�' I I " , , I .. I ..�, 03 . . * " This Product Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION, / "', �' NO a Building Code change that may affect Its limitations and conditions 11111ol"II Installation shall be performed ,strictly in accordance with details indicated on WATU Z EVIDENCE SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 Tot 26, of Product Evaluation Document ADMON RtCOROS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, Li � 20 GAGE &=BTIEEL 2�11. PRODUCT EVALU DTIO-N-DOCUMENT-11-P- "D, (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as STORM PANELI, DRV,FG4 20-176 k REPCTKT#2D-O72&O1 Drawing No. 20-176, tided 1120 GAGE GALVANIZED STE EEL STORM PANEL", indicated on sheets 8,14,16. 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by'rilteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07/2812020. This drawing is an integral part To I Ilif IllN,, Evaluation Report, kNVIIII48,11sy" , A r14 "N, 1) - O'kkill ,,%%,,�� N, T144 "I �.!' , Z�� .. oN , � Ngtkk"�i�.,:.. " ,,,,, 12!;P,, , �� , ."� , S , ---- c.-O-Z, OCEN,P,`--��*,, " .o .. ........ ... � § ' . ,*:;�� N .' * �. \\UE � �--� ,Q -1: I - ... * ��- , % , - W-a-------1--K , � , I �� - , -7�--!:=� - i& - -� No 1. - -- - -z- 1 I - o . - - � I . = , - ------�-� - I 11 - C:�- - - - . ----.�, 161 - - - 11 S -:7,7- ,,, I 1 = �/- * : . = �*, _r/W4161 . -17/-?,;i;�Xs--`k,� * !- 1 'I." ,1 n I �: * = I I--.- . - - '117TII�-U.- I STATE F 1: -- / /1' I 'n� , Ckl$ , , I So'.. - - � , �, �� 1-; - .. "4pju� ,..., :1 , �, .,.,. � .�r,;419 -�. � 11�� I . * I N " . ,� -�. - � I . 'r, ;1�.O" OFT, ., , & X� I . � ,;�, .. le 6 .. ...... - ,,,,, , 8/0"", 6155 N.W. 36th StmetSuiteM5, Mianii,Fliorida33166- Phone: (305,)871 1.9 , . -153,0 1�/j 0 1 "Fohilmok , ,00;ffm NAL 0* Illink 11 11 I GENM& : 8 3) IN CASE TKIn PRECAST S-IONE, OR PRECAST CONCRETE PANELS, SnJQCQ, OR WOOD BOARDS BE FOUND ON THE - - EXISTING WAU� ANCHORS SHALL BE LC44G ENGLOM TO RE.ALk Tift MAIN STRUCTURE B04IND SUCH PANELS. ' STOW PANEL SHOWN ON THIS PRODUCt EVALUATION DOCUMENT tprb-) "As BEEN wiNFIED ". colpumcr IN MCHORACC SHALL BE AS MENTIONED 10 9 1) AND IN 112), ACCORDANCE WITH THE 20-0 111h EDITION) OF THE ELDRIVA BUILDING CoOE "I !1��. DESIGN ORD 10" SHALL W DETERMINED AS PER 'FrT" 1520 OF 114E A0UW MENRiONED COOF, . FOR A WIND SPEED AS IMEOViRED By 114F 4UAM"N WHIM rwm SHUMRS WEI, BE WA4P AMD - 114-10 PANELMInt FEMALE in W40 PANELMATE PLUS ANCHORS, AS MANUFACTURED W FLOG CO#4$TRVCnOI4 PRODUCTS FOR A DIRECY)ONALITY, FACO R KII-0,06, USING ASCE 7-10 A40 SHALL NOT E)ICEEO 1HE MAXIMUM (A S,D) - I/V�o LAS SCREWS PER N�O,S. DESIGN PRESSURE PAINGS INDICATED ON SHMS 7 THRIJ 12. 14, 1 E, I III, IS * 20- - 7/16-10 �, $/V' WOOD 0Q$HM, AS DISTRIBUTED IJY ALL POINT SCREW, BOLT & SPECIALTY TD, #4 ORDER To VERIFY THE &BOTS CONDIT", ULTIMATE DESIGN WIND LOADS DETERMINED 41M ASM 7-TS C i; MINIMUM TMqZADEO PENETRATION "M WOOD Of TAPCON A -"Did SK441 BE I 1/2* AND 2� FOR ELCO PANMRAT9 PLUS SMALL BE FMTRE17UCCO TO A.SD OESICN V4140 LOADS BY MULTIPLYING THEM OY CA 94 ORDER TO � AND PARE"t" 9FNU,E a COMPARE THESE *1 UAx (A -SO) DESIGN PRESSURE RATINGS INDICATED ON 4HWM 7 -THRV 17, III, 15, t6l 10 & 20, IN ORDER -10 VETRFr THAT ANCHORS ORTMIS. PE.O. AS TESTED NICK NOT OVER STRESSED. A SU INCREASE IN ALLVWAaUf r42) MINIMUM r4READED PENETRATION OF LAD SCREW, INTO THE WOW FRAME OW V,AU BE � 112' 90 THREADED PENETRATION INTO SHALL BE CONSIDERED AS PAR! OF THE PEOUIPED THREADID) PENEITIATION I -1tUCCQ STRESS FOR WIT401DAM WAS NOT USED IN THEIR ANALYSIS. rASPENORS $PACTAe TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH N,0,5, Z01& C 3i MINIMUM IFOOE DISTAKE OF I.Ar SCREWS, INTO WOOD SHALL BE AS INWATEO IN THT-- DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WHO RESISTANCE HAS BUN VERIFIED IN ACCORDANCE W)V4 SECTION 1626 OF . THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERIK * TESTINO INC 100111$ S40-50, gi5-570 & 96-T30 AND C�4) MINIMUM PENETRATION Of WOOD BUSHING SMALL BE 5/9- 1/4 It-20 SCIRSIFS USE0 SHALL BE 1 1/2' UONO MINIMUM FENES�ON nSTM W INC,, REPORTS #2032 III #2126 . AS PROTOCCLIS TAS-201, TAS-202 AND TAS-203 SHOULD SHICOD 01ST, AND I' MINIMUM FOR WALLS WITH 40 SIUCOD� AS WELL AS AAIERIC-AN TEST LAS Or SOLIFTH FLORIDA REPORT. 00219,01-09, AS PER LAS 201, TAS = AND TAS 20 STANDARDS. C,5� IN CASE THAI PRECAST STOME� OR PRECAST CONCRETE PANVLS� STUCCO OR WOW BOARDS BE FOUND ON THE EXISFINO WALL- ANCHORS SMALL BE LONG ENOUCH TO REACH INE MAN SMMURV 8EKND SUCH PANELS 2, ALL ALUMINUM EXTRUSION'S TO K W62;-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 ANC$OA4E %AU, BE AS MEW"M IN CA) , C.2.) & C4) I ALL ALUMINUM S"EET UFTAL USED AT CLOSURES SHALL 44AVE 310�-Hl,! ALLOY (0) AWHOFr- SMALL BE INSTALLED FQ-LOW4G ALL OF THE RECOMMENDATIONS AND SPECITICATIONS OF THE ANCHORS MANUFACTIMIU71 A ALL STEEL SHM 10-7AL PA,XIS SMALL PA),t SiRUCTORAL QUALITY STCEL. ASTIM A-R" CR%UE 50 MINIMUM, C-60 CALVAMZM 5TEEL CIES"ATION W/rr- SITS w (WMA ROLLED). 6 PANELS MAY ALSIO BE INSTALLED HORIZONTALLY FOLICIFING INSTALLATION DETAILS SHOWN OR SECTION 3 THROUGH TO (SHEETS A INROMCH 6), EXPERT THAI HEADERS Q III 0 SMALL NOT BE USED 5 ALL SCREAS TO K 57AINLM SIM 304 OR 316 NO SERIES OR CORROSTION RESISTANT COATED CA-190% StEo, AS PER 9 11 SHALL, BE INC RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE MPM010ITIF STRUCTURE WHERE SHUTTER IS TO BE So I COMPLY W/ FLORIDA BUILDING -� DIN 50018 W/ W YIELD STRENGTH AND 90 ku TENSILE STRENG1`4 & SHN-- ATTACHED TO INSURE PROPER ANCHORAGL THIS SHUTTER SHALL ONLY C, NCRM SUCCR OR WOOD FRAM4 SECTION 24il-3,14, , BUILDINGS 6 BULTS TO BE ASTM A-JO? CALVANIZETIT STEEL, OR AISI 304 SEINES 51AINILM 5WL, WITH 36 0 MINIMUM YIEAZ STRENGTH, In EACH REGULAR STORM PANEL WITH LENGTHS WER 8'-$ TRITOUGO IV-4*. AS PER SECTIONS 6, 8, 2 & 10 AND ALTERNATIVJ�S a*, 9W & TOW ON SHEETS b, 6 A 12 RESPECTIVELY, SHAU, HAVE A LIETSUE ANIT OEM Y ILE MAPKING MStRUCTM OWNER OR 1 ANCHORS TO WALL SHALL BE JAS FCLLONS� TMW TO ITECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PDOODS UFN�&E WARNING ,Of M� 11 ,ME IWALLAnok CONTRACTOR is To SEAVCAUUK ALL SHUTTER COMPONENT took'S WHICH REMAIN IN CONTINUOUS 0001ACT WITH (A) ?�V/ LINCTOOr'D BY i�Tx BUIUU, INC, (Min f'-�122 PA,I) THE bUtLINNG TO PREVENT "NITIRAIN INTRUSION. - 1/4' 0 , -1/4' �A�-,M ANCHORS, AS MANUFACTURED BY DEWALT INC, (MIN C-30OO p��i,) I', - Iles x 1/4� WUTT-SCT AMcHM, As OISVINOLITED BY ALL PUJNT SCREW, DOLT A, SPECIALTY CO. STORM PANEL INSTALLATION SMALL' COMPLY WrN SPEGS 9NOCATEQ IN THIS DRAWING PLUS ANY 9VILDiNr AND XONNG REGULATIONS Qkfi� I't-3000 p,cO .RCMDED BY THE JURISDICTION WHERE PEAMP IS APPLIED TO, - 114�-10 PANIEUMME FEMALE rO & PAINELMAIT PLUS ANCHORS. AS MANUFACTURED BY ELW CONSTfRUCAOn PRODUCTS 13 (a) THIS PROOLICT EV&UATION DOCUMENT (P1,O) PREPARED BY THIS IENOWEER IS 084EMC AND DOES NOT OWMUE NrORMATION (MIN- '�-=a P,,I;') I'VIATE FROM THE P,E,D - T/4'0 CF UP�ORIF ANC,HORS, AS MANUFACTURED W TRU-W CORPMMOR V'-3600 p�.,.) FOR A SOE $PtCI0FC PROJECT, I* WHERE THE WE CONDITIONS DE (o CONTRACTOR TO Be ReSHONSIBLIE FOR THE SELECTION, PURCHASE AND tWA"mQX WCi,UONG LIFE SAFETY Of THIS PRODUCT A.1) MINIMUM EMBEDMENT a TAKON ANCHOR$ INTO POURED CONGRET& SMALL BE i a/4"� 2' FOR PAMELMATE FEMALE TRZED ON THIS F'S.11 PROVIDED H I E/S iE DOES Not DEWTE FROM ITF- CONDITIONS DETAILED ON THIS DOCUMENT IT, AND FAMEMALT-E PLUS AND I 1/4- FOR CF TAP-OR4P ANCHORS, CONSTRUCTIOtf SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIOUITY, A2) CM-19 & SOUD-SET ANCHORS SMALL RE EMBEDDED 7/8' INTO TOE POURED CONCRETIL NO EMBEDMENT INTO W THIS PRODUCT EVALLUITION DOCUMENT WILL BE CONSIDERED INVALID IF MG&FTED. SYL=ID SHALL BE PERMITTED. Tl4- 0-20 SCREWS USED S14ALL BE 1 !/2- LONG MINIMUM SHOULD SnUGrO EXIST, NO T� MINIMUM M WALLS WITH NO 5TUCCO. AND MAY 9F "LADED SCREWS 09 ALI, TMRMFD SCREWS W/O NEAG, (d) SREL S�TC PROJECTS S�IAI-t, BE PREPARED BY A FLORIDA REGISTERV) ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUY Wir. WWI, KUYS ENGINEER Or RECORD (C.0-KI FOR THE PROJECT. AND WHO WILL K RESPONSIBLE FOR THE PROPER USE OF THE PX.O� ENGINEER OF RECORD. ACTING AS A DELEGAIM ENGINEER To IKE A.31 IN G1,E THAT 914ECAV STORE PRECAST CONCRETE PANELS, PAVERS, STUCCO on WOOD COMICS BE FOUND ON THt REC ENGINEER. SHALL SUBMIT TO THIS LATTER T14E SITE SPECIFIC OPAWINCS FOR RtVEW� EXISIThIO WALL OR MOM ANCRORS SHALL BE LONG ENOUGH TO REACK THE TRAIN STRUCTURE BEHIND SUCH PANELS W-WORAOr SMALL BE AS MD41IONED IN AJ) AND M A.2). W TICS PX-O, ,HALL BEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE: OF IKE FROFE5SIONAL EWRISER OF RECORD THAI PREPARED IT W) 10 EXIS11hr, 22K�AM�AL--% III SHUTTER MANUFOCTURCIT'S LABEL SIOUL BE LOCATED ON A READ" VISIBLE LOCATION AT, STORM 1/4� 0 TAPOON ANCHORS AS MANUFACTURED By 1. I W EILKO"� INC, PANEL SHUTTER IN ACCORDANCE WITH $KMON 17D9.9 3 OF FLORIDA BUILDING CDV_ ONE LABEL - 1/4' 0 1 7/8* CALK-94 ANCHORS, ,VS MANUFACTURED OF DEWALI NC� (WIN, 1`�15*a p44) SMALL BE PLACED FOR EVERY OPENINC LABELING TO COUK* WH SECTION I 705,9 2 OF 'ME , _ 1/4'0 X 3/4 5000-15ET ANCHORS, AS DISTRIBUTED BY ALL POW SrftV, 00a & SPECIALTY VC FLORIDA BL4094G DOME (MN V�Iaw P�.,L) -- - 014-10 PANEUMAIV FOUNJE 10 AN13 PANEIMAIC PLUS ANCHORS. AS MANLIFACTLOW By FAUCO CONSTRUI fR9 ORAWINS SMALL ONLY I PRODUCTS DAN, V-2071 R,.,6,) 'kj40I0M0MN, WAIN PERMITS IN THE $1 '!' - , �C 4 t' W-ORIP ANCHORS, AS "UFACTURFE, BY TRU-FA%1 CORPONOIGN - ,,,�O, pk A - 114 4 'I, , , .111., , I - " , 'C"O'V), -� ... ,- 't �',A, FLORIDA BUILDING CODE (High volocIfy HUI, come Zone 0 1) MINIMUM EMBEDMENT Or TAPCON ANO"ORS, EUCO PANEL"Te'S AND LF TAP-GAiP ANCHOR, INTO THE � -- B"XV 'iFut !T� K 1 A/A., : 'I-.!--,- , - , I - I - I -- -..--- - .M. "LIPM *C 20 SAGE 9ALVAMM STEEL. STORM PANEL r�p If " NO- , I D� Irl 0,21 CALK-N & 1QUO-SET 04HORS SHAUL BE EMBEDDED TIC INTO -THE CONCTIFTE ELOCK UNITY NO cum 4 167 = � , %= — *,TO STPOCO.S104.1- K PERMIT" t/4* 0-lao . - I 'WT,' SCREWS USED SMALL K L yr LOTo, Mi SHOU CC - - GLOBAL PROTECTION PRODUCTS, LLC. EXIST, ANI) I MINIMUM FOR WALLS WITH NO STUCOO. = '. TA Zv �-� I a- -up". IL ECOtIM. \ - STA OF , �� -1 / - $1. 51 "'MI" 1 0,*- A, '"', T, Ow- FL MI, , rk"*- Z - ... Im AN` =SV=-1T --T 0400C iw�`*N-mma� 20-176 R 01�"�---� , ;.%p- ... F- (-)-�- , �., � .. I - P-0-1-1- -.-I-I., * �- M-0XV, 11 rV-11IAX W&R,,I A TUP I., PIE M E�-- iEE-7 I I I I , A FUM01 OF 9 -V I - � , - - I -INSTALLATION DETAILS INIQ EXIONG POURED FOR REQUIMAR CONCRETE OR QONCRETE PANEU(I & d6 BLOCK STRIIIQJURES CONOTEM MICHORS - COWAM "OHM V (W sce�ovur CK SMIXIS a THIMLON S) ca`"�- . Sc -- �N�l MM rrl"*Vz 9, \ -- - - E. 0 - IZU 1 �ANONQMS- 1� , , -. \ �� ',�� - - (= -) - -1.1 I -J .. ". 1, _J 1/4- �- - TIT �\A EXISTING POURED �\q CONCRETE REOUIRff- - "-I! � 3,N---,��NCII�N,,�11 /47 Sm . 4. �- 2) A I � , - �- 12 ,-c: , cli - 1, I "'%' -- -�� zTed! , �� : W-'k -��"' I -- ...- -- 0-1:A" - - 12' ". - 0 . f f: -41 1 - vl& -- 1 M-54:1" 1 .. IMIL , I - . . I � -- --- -- I -----Tq.. � ,IV. .-W a I I ��\� -- ----T , � , ar"I" 1 4 1 i e 1 r� � I �,� ED. 'IN I I I I I . I --" ; � �, - I ; 1 (4 -. E- � - i ; � D'S"No , �, WE VIR.&i , " I CONCRETE "r I , r � A &.19� I � _P-- 11 I � � I I -f I . -1, - - I R i � i I - - -� , .,-'.1111��i--�, "N' � - , 9 - .. � I 11 - L, V. X. � - %�� ,�,,� I 11 ANIP; I ME 9- -0 I . .. 9 . .. 9 I 1 mftrw. 1� - - '2 91r ox i 9 � %M I � D' AN " w I T lk" " I 1 to I 1( I j,AAMW -% my i - -- - I 4,J) I � f =19N -� i I o`"N`-J I - i W QXT� � (1) . ar, I U - - - , 11 ,-7- 11, , � I I I, I � I 1�111-1 -1-11- -- I I � =*-� I I -, I I 9 =`", & � - I I I � I I F ,-, --�-,-��--- I- -- ., I " -- , - "I - - -- . - -!-- I , -- ---f�- - � � -T i i I ;,-- I I I ; i I I ; I : i ; I � : I -1 i 6 I l- - I W � 11 I i I I I I i � I - - - I-Ir f -A Z ; I i � -/,� i EXISTING TNTLImLU., - .. --. - I - . 1 I I - Ue*S/=* . � , -K Nk,` *. 8 -4 � I i C* " ,� - i 111. . I � .--- I I -- � �� 1H ; POUREOD E*O 11 �R- " . I L. i - -- "/= - - - . - `,IN� �, om � r 11 �� I EMITIM, SILD 0 ,2 Ilr .� i - W-X� COWNCRM OR 'I C ETE ftro,ww BLOM 11 1, , I CAW "W 0 I � $2 Ilr 6C 11 , I :- ; I EL-11 --- - -- t EXISTING -, - - - IL=L--, 2LM� %= �---- �� co,� - OR -- - , --- , � -- I CONCRETE BLOCK �Z� r ! I -,.-- - - - �- , --- tqj�= , , ; . j�= � . .. . . .t-'E�= [;ii � 11 - '�"�,--;` '1:1 I I - -- I . -..- - 1/2 I j: " ;� ' -'- -...L REOURED, ,-",� I ,4.�; - - �,� I , ", I ,", lass ! I � , EXMING. POURED' � , "' � e' 'IT '. ��I- 4 , L�M,,,�-] , -,4-- , , -TE XNCAM �� I - COMORE '�# , -11/4t- , - " , �- -U4 I -- - � �- ---' ANCHOMI C4, - —;f111*-1 - I " 11 , � � I , yll�&Mxrm 9XW - '%.P ,� ,� ,� - ,� �Vto W/ Sluo- % _ ET,C ,,�, W (1) C CONORM ,, (SEE MHEIT" ON- ::1 I � C.. . � -11, (SEE %wou" aw ��- ,-,, OOMCWE ONCIORS :%"a f, , , 1� 1=41=_0 I %K. . IF . Ism SCHEDULE ON SHOCTS a T"ROWH 9) SHMIS 8 IRTIOUGH 0) " I — I SkIX15 a )HRO"GM 0) '"IM .WAL,4, vau"llso WMK V.4 I'll, I 11 MHO lm,; ffla 1JOUNTINQ WW Nrn MU lWax ff MOU" WW � ;1_-__-,P--- 'P — --------L1 ------ k I I I V i E.D. - EDGE DWANCE - i . to -01 TIM - I � i�l , I I I (SEE SCHEDULE ON SHEETS 8 & 9) T,, 13RIM, I 5 I I ; I I i � t - NUT 0 i a, - sna , I i Nom FOR QWA=A-QE-n0M '2 'Ir = ; - 1 :� I 01mOVIIII04, TOP a BOTTOM MOUNTWGS CAN BE : COMBINED IN ANY WAY TO SUIT ANY I I t I , ,tO A, t,'!N, !4'> INSTAELATIONTL I I --�-, ,;�tfk 1� I . / --, - 'N - I I �N 4'N I.. - I � , -1 ,- - ��-- � , I � -, -'�', " ... uw:,Vsi��-��-,, 1Z I . 1111STN" , , I 1. - - � - Z .1 FLORIDA BUILDING CODE (High velocity H Came ZDn!,) i!IGUREP - % .ET --�,/,!� .., REOUIIRED� �--Pa---- � I �� '- 'M , . 1 * -" J- 44767 '-. S B * !, S =20 1XIEW, Wt. 20 GAGE GALVANIZED STEEL STORM PANEL f� I-r-CS-Z-21'.."M � � .. ,:* = -� I - 01AM" or, ay/zv"" �Mm a TI'MUCH 0) -1�, -- - - 11, If "�' , �Rk, L� ', -` , I I GLOBAL PROTECTION PRODUCTS, I.I.C. / - 11LIECOm *w"i'll,I'm - A:7. um MUNG AN12 -111121111INK11111 -4-1 -- , " j,�, r= . N-L. � --�- `111;11111 IW1411� 7 'AW-s .. , PM� ")M-�TMIL MX (".)IRMI-M, ,;az,�v , , . . .. 20-176 SCAM 51�1- 1 " 11401TE %ILAWWUWWX �.i-- *10�- - " - V-IMMT - � "L � 41 1. - I ^7- I �- � � I . �1- I /T- --"*11� 1 LrECO ,...- � — ' TILLIT' TESTING A ENGIN9EAING COMPANY �ffix-.-iiwz 1,111- - - - iilteoo@aol.com PROD113CT LEYALUATIUN REEM TTI,PTI ti-N. 44167 F1,C.&I-I�m-N..00019 REPORT NO.�. 20-0727.02 DATE: J uty 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT OUB-CATFOORY: Storm Panels PRODUCT NAMt, 7,4 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: ojobai Protsetlart.ftAuas-= 4800 S,W, 51 Street DaVie, Florida 33314 1. PURPOSE OF EVALUATION " This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1200) to the Global Protection Products, LLC, Rule Civapter No. 614320-3, Method 1D of the Florida Department of Business and Professional Regulation, This product Is being issued an Evaluation Report as described herein, and has I I - I I been verified forcompliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is forthe purpose Intended at least equivaleritto that required by the Code This Product Evaluation Report Shall be subject to reviewand revision in case of a Bullcing0ode change that may affect its limitafions and conditions 2. EVIDENCE SUBMITTED- 2-1. PRODUCT EVALUATION DOCUMENT (P.E.D.)., Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEU, , sheets I thru 18 of 18 prepared by Tillteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 43712712020. This drawing is an integ " I ,�',Oqp IS ,kysint , Evaluation Report. 'k �4; '116 ". � M', I I.:. I ,��,, . le " - " , ,/:Ii, — R'�V I,` NiZ,ENS, ",..T �, � . V t4l . , .� I I - - 14:� � -� " . '. , - � I - 167 , I �� I I � I I , , ,� , , � ,, � ,, I / * !* !,--Ci`—�Ono)�,, 6-355N,W-16th Strtet,Soit--�05,Miarod, Florida 33166 - Phone. (305.) 871 'I- ��`�--.., � ` ItZowpv 11 ob-- ....... I� CNEONENTS FOR RE9ULAR & -LIFE SAEETY SJORM- EAN-ELS (ScAJ E 1/2- 1") -,------I--..---.- --r--r-1-1-11 - - - - --mlos- (TOM WWK)------- - � - --- --- ........ ---'-"----'- - �-�..-,-,�-.,--�-------�-�,15,lt.S- (TOTAL IFITTITH).- -------.------ I ----''-,�,----,------.-��-.------ ----12-!Ke (UTITETNTE WIOTN�- ------- - -,--.--, ---,---.--- � i i � I � � i : -- 1- L � .. .. - 1B 1/4' ----� � i I --.-&ZSa--------- . ....... - � f-,-,-- - ----- -� i I � -.1-3po-- P--1,3pw-- -1 Sr, L, %-SW � ! � � ^,SoO' I �`-,, ! I � N, � 1 -4 * - I � � , ,/J� ".S . ", --i-stTo- ^ 0.038* WRE 11HICK 1 340*� ' , , F- - I ; � - � �, 4� q- ' L I � le, �-,., - -1 --- ,,I, , ,-, - �i�� - �� -, ASN A-$" � � �, " , � ' , "" -, , --� ' -77';'�.� �,*. I 1 � ) I 0 ,, i If Irl I -�- � � ' \" 11 , 0,ow MIN THICK , ., ; CPA" SO MWrM - I � '�- , , '. I , � - - '--"� � "EMNOM-Al, t, 1, F Q&TIANIZED STIES1 $4 MED-,r -- ,--- , \ I* 11 1 - \ 2 � 6.k< / , V 21 . � G-6* CALVr 11 � "I - ` , A) 4q,VANM 4EXEI EM � * I I & I I MIN - N�-� , - I TYP \ ASTM A-M � I'll 111� � I Vi 4 11 . 21= 1 1 TIP T I - 1- , JAE t \ Di - - -4*,�` " HENTM WAFL_g; 1-T I-`N !: WX /&-t - U&I 50 MINIMUM , - MU , �- - L -- I c I EWE -,� ; 1-m-TED V - G.10. \ -60 MX N "N� 4 -1�0-A . . . . . 4a-a! [ L �� _ I I .1 � -------- - . .1 1�� - , r---------- r - �J -11--) I. . - -- I .r � -I-- � I , ------- �- � --'.. I I .5 T'Aw " . , ,_ _ -I -�W' - , _ _ ,2w--- - (1) SfORV PANE a END STORM PANEL 1-2-Irr— ,,,- ,-,I �1- �, 1 3v 2JS7� --- I I---- I - -------- - 1-2W --� - . � � i . s -,/410-2D. I AA�'A-ow-t?- I." � A %4*-24. .,2E I , I I - .125, . ?�: � -- - I 14W 10o' .� ,� --- I I - I " 50'" 304 SEIIIS - -----" -� - J I , I 1.125 , - W/ NoRum Em. 11 - . I , " -.7wl- ��1�1- -4 -Too' P a I - - STUD TIMM !L& STOD RNFIEP . I , , `wIAW ,��2 1 � �. � ! .1 TO N4LE 0 10 I,maa: 0 - - : I L -- " � �1' 1, �� " , - I =-=--L=�= f . , 12 1/2' mc, I , - �,� - 4 - I 11. i 42,/7-OC, : � , / , -1 I *Dkr 11 I I ----] � -- 1.56W ", I!" . 'W-1 , , --;11`1 1 , - tow '093-, 1 060 1 - ��, Z.x75 , I ,� 51 2. '. WE / ,� >-� - 1 4'- kl� I t---��I 1�--,110-- asq, SEE I , � - I � 1939, I - I � DETAIL I I .I � J DETAIL I -1 ��---�-1-111� � '. 1093, t � 1 2 � 11 // . 11IL250. i , 3 I I t - - i --- L .... 1 �,�, � r islv- t7l , , -, I . ,.� �- - - . t // HEM3A5q,_,,, _ t,25` I I �ZFFTT �3 I F&L � . �J , I . I - � � i I If -* � � UTW I 1-11 11 --11 1----VF,F-,--1- -1-1-- L- t,wo- --, 1--t,SDI I- I , M Irt" t 30�� ISOMETRIC YIEW-Dilk" / L---2.OaD-S!T!-- "-2.0w- ... ROUNDED CORNER * ENDS OF PAurcs ,XTIL END UP W1 HEMMED EDGE, (�) *9!JKAM WMIJ (N,-ES) !e-� (�) (�) AN%& �R ANGLE, STUD @ AMMI-M REME EUR f ----It-�] "RES ; , SEE DET, � - 1/14 a 211- "41 .374* I ----. TYP TOP W" �374* DIN,- -"7w- � --- , --- -] - --br PITXL Aw- I .Ow - Z'-� " 3 I 0, 25* � 1/4'* 1 I ! 1� - . - � , �& -30 - - .I" - I I I., -20 304 SERIES . t- . - '1�s irw W&EM -0 , ,::!�� I I i /-"i-- 7-11 --- "' L I - I 1 AMMS 0 12 1/2� D.C. � � � .. , 4w%. �375* . 0 , F-- � - I- I -�, ---F--=�Si - . � .625* I - - � I- .6 . - --1 4:L- I . I .!!i r- & I . � I . � I 671 . , . '. - , I . 1,6!1 � � : 1, Zoo` ,06,./ 1 - - 1,5oor " I - -- I -,---t . .3�3 1 ��' � . -- I I- ",%. ,G,S- � -t - L.Ii.-O � � i ; I ., I r 7W =0=1T I ----- I � , .95r , I f 'I QW, L- --i I � � - -,--.. , , - I � EVERY PANEL OVERLAP I - Aa% O"a . * -;W I-Z) � 7.0 � Do- (�) KEY ROLE WASM . - , � -n r-063' ---, (�) X TRACK ANGLE f� AX- 'E' TUCK Q) EW WHO I I � 0,036- (NFI,-�) .024* ,�r - ., ) � e� Motift XUL= . i GALVANIZED STEEL e, L � ----, -- I - , 1.1 Le � " M", � § "411�* � � --N. TV "M I ,�CE��--!,`\ , � 8. +-", �-�,,� ez-� � 1--4- � I IF x7i-* i� " ". �� , , � - 1.4 -1 - , No, 44167 1 i �"':,; 11 , . 1 - , --f �3 , ; F'-- �11�-�-�-� = . * : * f . *'. . FLORIDA BUILDING CODE (W h Voicoffy MR cons Zone), , - . -PIMAC WKEL - . , , -- 'Z, - I I I STATE c4� am nlnm� kr- 1.0 DO � I I - � M=. I., 20 SAGE GALVANIZED STEIL STORM PANEL ". I --- - - '-i57 - PLATED WING NUT S11-1 . I awm �4G .I - so'.. 011 -- I 4o . . -1 --J.OW----1 (�� KEX lim -! . 07/0/0" AT PANE VIA4 -r- GLOBAL PROTECTION PRODUCTS, LLC. ,,E. . I _4 4 ILrg'Co t 2*XZ"Xl X 11-�� .-.-----I- � ii... am &W1% slow AnTiNNIONW, ta "aa NUT */OuT &F Q,& VIawam"a cw~ a-ff- m- =4 ALWAINUM ANOLL MONOLITHIC WASHM W/ AM%,*PL ,A = , IF ., �.!, ... PHONE. (*U)W-TW, Pa: tw)w-rw 20-176 -PIO--twom= ,M, . ;11.11V= = Or 11�11 I.. n1i Mm tt-- I - � 2 mn . 2&Z U, . I - WA*! !t-EF—T--M- . I I -1-1-1-1---� ........ - 11 - [NnALLADON DEMIS EQR RMLAR ?MEU3JL-U DO CLOSAM, QUM EM INSTAIIIA1110N IN 9M QQNMM INTO EXISTINQ POURED CQNCRE-TE 98, ODNCRU 9mm = OR WOW -6, 04 PISIDJORE = 10, � YAUD FOR MOLA 1JEE SM AM E7--Z WM M&I EM 2M f, I CONCRETE 404010" I., � N� i I . I , PLUS 09 Or CRIP M, SCHEDULE ON - ,� asle"Ri- . -� I i To: SCHEDULE ON SHEET a III 9) 104an a THROUGH e) \ 1i . , ,�-:, r-,. 1 --� . . -(;P, 0 4 -1 �7"�7 t-'-,'-- -4 ,� , I - I elfIlIQ2 - , i I — -- --- -- -- -- -1 Ir ,,�, tv, - —."RE =i I Ir�`!,S! 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X=.-. -=,-.,iTr �,,,�, 'L , (D �" Mo� F,iry- ,---r-P----1 CONCAM �"IIVZ �� ';7."�� KUS OR OF IAP-O" = T ,-,-- - - 11 - - - I � I I 11 - - M scis I CV:48�!DVUCT ON 60 WAI[ii, MQ.41 IIUQ &M-) SHEETS 8 1,101,004 0 ��', : , --- i �F1Q,--,M06f`GVV_q ,� % I I 11 , , �. 4 I =01u" wl%,� I , I.!III � I - 1','4,�� `N- 1=X1W"M1 r"-- U6, � I T/ ",- , ,,`� I -0 I i .., '- 2-!�v - 91k.- . 11-17rEN OF EXISTING * NEIN I' WIDE . VARMS . VIT, I _7M -( : i � .�. , M41NG i I - 0-6 - -, THICK ALUW TUBE M I* . i -, i ----��- ,,,, IDOSTING STUCOT/ P T WOOD PLATE VACER r - - � : , I � rASE-E-MM) , I , , I I I '� --WOM IMHO ,- � ! - -(D I 10 ,1� - ---- -SIO.'" ; : s� I * NEW I' WIDE I, VARIES I, 1/8* I i HOME Em 9211MINAIM , 57, . ALM. TUBE OR I' I, VAR113 -�,�, � \-� 7 IF - PLATE SPACER §;F � : TOP & BOTTOM MOUMNISTS CAN BE � 1 / N.0101CILI -�� 1 ,4 -i- , : - � I COMBINED IN ANY WAY ' TO SUIT ANY - - , . . : CONCRETE ANONOW I = I ".1 W I MOE SCHEDULE ON , INSTALLATION, SthUE 31 - - T, SHEETs- a Ywb" .7 I,- �7 r..t. - - , 9) I-' - J� t'..", L- -J .... �0 C.Z - - It ,,, . + ��4§ W � ..... �.,�.. - X.. �.. �.. - I LAC'I - ". ,ir,IaRt uwaT,t III r, ., r FLORIDA BUILDING CODE Liflah vej2r!&!�, came Zone) -M1c1ETE=-T---- I - - III= ITT N J == 'le .,II . �� AIM ",." 1 ., 02M wjw� be- 20 CASE GALVANIZED STEEL STORM PANEL rIp W � a . 9) 3. W'. ", - --- Tu" Noma. = .� 44167 4 % UPON W, x1le SIECTIQH X=X = *: - -- — i�2 - - - - - - LLC. 0/0/lm SCALE 3/8-1- S *. * .� IL FOR SWUM REQUIRED Al ME Q8 t,5,� S :OX - - --N��:�, - ME C 0-1 - -, \ GLOBAL PROTECTION PRODUCTS, Wn , '. - -r-,--- /TIL 4XV S.W. 61 MAW -- 1, -1, INW, PL. 3SM.I, "k i::%.--.. - ic P.M. ("Veft-Im. FO-1 060M-61117 ,,,�. r?�;!�, ------Abv� � RMM XIMM ADJACENT TD--1t=1W= SM . 61-1 RIO, ,u 7 - I CA-M 0 IS A L VZWA, Aakou"n I -- ! t� ;1,141 I ,,,,,,, W47W & At-2 . I ''I I 11 MRAO I Darmalf �,40' I - . A---;;� PRODUC'fEY&LUAnONJWYjDPTr4p.26,0727.Q2, 2 1 1 22JUT REPO "I'll", Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the 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# 08.14.01-01 dated 011 1,1102 witnessed by William R- Mannar, P,E_ Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No� 0219-01-09, dated February 25, 20091, signed and sealed by Edmundlo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 2,03 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No, 1123.01 -10,, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, RE, Tensile test report No, 9CM-Mby OC Metallurgical, Inc., dated March 13,2009, sign ad and sealed by Frank Grafa� P � .E. as'perASTM E-B and Tensile Tests"% , per OC Metallurgical Report No, I OKII M8, dated December 1, 2010 signed and sealed by Jerry Jaciolfano, P. E. is per ASTM E-B. ... 1RUPTURAL ENGINEI�RINQ CALQLATIONS: , 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 11604 of the Florida Building Code. Calculations prepared by Tiltedo, Inc., dated 12fl B/10 and O8f27/13 (for this revision), signed and sealed by Walter A Tillit, Jr, RE, 1 M16351LE IMPACT RE§I$-TANQE- Large missile Impact undersectioh 16001 �2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4a WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel haR,been verlfled,to sustain wind pressures, Maximum panel length shall I-Q as Indicated. on sheets $I 9, 10, 11, 12end 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall bees indicated on sheets 5, 9, I 0, I 1, I 3 thru 16 and 18 of 1 8, of Product Evaluation Document (P. E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non-pDrous storm shutter assembly, as per SSTD 12-99 Standard- 30 5. INSTALWION: .,at Instailation shall be performed strictly in accordance with cletar-'Ano sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Documbnt ( drawing No. 20-17S. Minimum separation to glass shall be as indic sheets 3, 6, 13, 14, 1 5, I 6 anti 18 of 18, of Product Evaluation Do (P.E.D.), drawing No- 20-176. Shall be strictly in accordance with General Notes and Components sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), c 26-175. Anchor Specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E,R), drawing No.20-17& I ' ON OF USE: WdIMILTA-V "IO&AND CONIDI11O 1 T 1 - Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2, Productshall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1020,2 of the Florida Building Code. 7.3- Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product,E-valuation Report prepared by WalterA. Tillit, Jr., P.E. (Florida License No. 441,67y, President of Tifteco, Inc. (Florida CA-0006119). WATI,LL D-ITILTIECOACIMONRECORDSIP, E. REPORT.213 GALVANIZED STEEL S70RM PANEL I, DRWG IF 20-175 � W ci C = IF FZ I - C..: 0 ...; -0 am C, C, = LL. . � (TO C= a -= C-4 L W -C .CC W Ct 1: Z C14 - Z . 'a O" . 03 , � e -5 =` CD c:II -S ix ci._ - .- 4 .:ii: M CD cu := . 2! U3 't -I- =CJ �� W CIC AS = CA CL a e .3 0 I a- u L- 0 � 1/4, 2/4, 3/4. 4/4, 5/5, 7/5. W/10. 2W/10, SW110. 4111I +6/s 5W 10, 6W 11 A 7W 11 r " ANCHORS, FOR CONCRETE EVE =ULE 0 _ -_r�3 MAX ". -�------.---.---. ON SER�,rWS BI& 9_-_-__., , MIN, � FOR WOOD SEE To& I . 1: MOC7 I � - a � - 0 - - --- 0 1 , , � 0 - -- D.M., 02.(&04 'r� r-T-T-7- -r--T--T-7- - 11 ... 11-1 ..."---T.-,--, ----,--- - - 111-7-T. - -- r ---- __ I I I I I , f I � ., I , - ,--T ...... I I I T- --,---,-", -,-� I I I � I I I I I I L ' � - �fl I I ; 1 4 I ' � 1 � i I " I- r- I (D+0, @,@. @ I I 1 I I I I I I, ,I I 1 I I 1 ., � T- j 1 I . I I ), -, 1 1 1 1 ! I ,� i I I I I 1 I I I I . � � 11 I . � - � I ! I I . I I � i , i I � i �' � ! � L ' I I I : I A I I L 1 L- I ' I �� L I ED - . ��, -1 .. - -1 --L�� -1 - ---L-1 -- - - -- ' --- -1L---J-L---J 6 I'll - rr. I - 1� I 11 - , L . , . � . 71- T--r-T, . � ! � ,11 I i I . ----I- IF- - -7 -1--1 - - ----- -1 -1 - r I -1 _T --- I I . I - � P- M I -r--- --- � -- -7-'-J 1 I I I � i I �� - -- --l-F! I - 1 - F I -- I I 1 7 � I -.,. ! � I i I I t--- �- I A,W 1 I 14V ---- I -- -- 4 I - -- - I ' L ;! i ,-!,4 I . I � r * , I � . I I - I I I � I 1 I i r . I I ; i I i I i � I I 1 i I . - I � I I I I � - - - - - - - - - - - - - - � I I 1 i - 1 , 1 - I -1 - I ! 1" I i I I f I WL11ED PANELS W1 1,1,0 2OW . I UNBOLIED PANELS 1 � ,,rz�- I I r- 1 S-5. M'S. %XT W/ 7/4- -. 513r . I ;1 1 i 1 i I 1 ;(SEE SECTIONS AS 1 L � I , , - i � , 3 � WINGNUTS 0 EA1 OVIERI.A. APR I ; i I , I ; ) � � I � I � SECTIONS AS APPLIC.Q.31-P) I ; . I � I I � I I , � t� 9 i 1 I i 1 � I � � 1 1 I ' !.--.! 11 �,� , I ' - ,.---L- -----L ---1- - -.1 ,L- -. __I i - k - I-- - - I -1� L�, ,-._ , "I - - "! --U , 1�1-- .1i - - - � � - � - L I �� --J - I . -, --'Tr- , -I -,", f-, , 11 - - -I.... � d , � - F , I -T"--!--T-,i ED , r , w LLLL I ; 7- - 7 i 1, ! � i , I I I I I I I I i , I I i .r" I I �'/i � jal i I 1 I j 1 I I � I I I � ". I i � � i I I I , I � i , I I i i I I I I L I , . I � , � I i I , , - i . i i D, M., @ � @, (D�+ R -1-1- - I I-, , I 11 I � I --- - . - - I -- -.- --1 1 I , 'I - 1,4141 -1 I --- -;- -- 11 - , J-� � 1 I 1 w W�l OF ig" 1*1 *�'. 9 , - t , - - � -- -0 1 , -..-----[ '"' &&(�)+I4, @-, � , L -�, - - ; ---3* " - - 114. 2/4, 3/4, 4/4, 5/5, 7/5, L ,: � I* MIN, ' �- � � 1W/IO. 2w/to. 3W/10, 4W/To. 6/5"N"' , . '5W/10, sw/11 & 7W/11 I � . --- -- --.-.-L-, L ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHMS 6 A 9 ------- - -- -- ,,-,-,. -- FOR WOOD SEE SECTIONS ON SHEETS TO & I I REPULAR STORM PA ELS 1 A &ELEVATION . ��E, IN 2�67' T/4- Mo., rA- (MIN, OVERLAP -1 WHOLE Mourn ,- ------ � � , � � - I 4 i i . I I I ) !, 4' `,� I MWMX - I q ... L 1..11�',:.. �� z 1 EN 4.T FLORIDA BUILDING CODE (High Vel.ctfy Mu cons Zorefl ., " t I .= T'LIONX or� 20 GAGE GALVANIM STEEL STORM PANEL FR . N 1. DIMMIS W, Z � - , - :*= 5EUTIN A- * . * r, * - -- '-- M— GLOBAL PROTECTION PRODUCTS, LLC. "'.", N.T�S. S '. . ATE �- �, T - /71L ECO�,... .- L , QUITT S.W- 5i FIRM . . M"Ho 0 OMAiya =44 S , ` 09 * , M--Z 11&= 054)WIT-7sw a"? 20-176 "I -� .. T%= &W. rL . .. . - O� � M.- (ou"r- ". .,� . .. .. 1. . . / - OW-1- - ' -1.11 ORMIING %F� A',-�4rk/s�MIM/OkIn CA�19 n-1 - I - 1 I- IVIIJUR A. MUR &,. P1 - -- . I I "am, , t 1 -94 ! 1 . . I U. # A I -- F0 - I - SHM 3 01 TNT 1 1 INSTALLATION- MIL�5 E08 REGULAR P-ANEL$(1 it IKQ EXISTINQ POURED CONCRETE OR CQNCREJE BLOCK STRUCTURE5 FOR CONCRETE SEE SCHEDULE Oft SHEET a I --gUnD . -_= CONCRETE EILOCN __ANCHORS, -,--P,QLM ODNCWTE - a OR CDNCRETE BLOCK -------- ,-- FOR WOOO SEE SECTIONS ON SHEET 12 i ,V'111=M a . I ; REQUIRED - -,-, CONCRETE AMC"ORS � CONCRETE I ; AEOUIROD � CONCRETE ANC"M � I r k,.*. j REQUIRED -I' W� - I CDMCFIEM ANCHORS - 3" M- 2.67' , (IMM. OOUL* .1 WHOLE \,Aolf) I' it. 111, 'A SM - I F I&CE SCHEDULE ON :---TSEE SCHEDULE ON � - � �- ($9 SCHEDULE ON I � I -bb,f. - ax 7 1 [ V-- W. Z I F7 : � I i . j �� -,-----,--i I I I SIM 2) � � I z -N� -- - - -- - 1-1 � I SHEET TO - � � � , . 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I I � � �� "L:- 890WAR STORM Izt�, & a ELMMH .1 ; � ii ; 11 � i-----�L,-� I � Lt- ' I � , 1- -,-- -1 ------ I I ., ,5w: i � � i f � � 1 I 1/4--Wm� GAP a,q'" ^I- I i . .�', -I T/4' : � � -- i T ,, ��" FIRM �,� - � �, 7. � t i � &S, $%I W -- i ��, -*�/32- WING NU`T � i 7/0 : � I � I I - - I --I-- �- J-J t I i 1 � � ? - � I ,� �� I 4 V, I - KA I � M � I ! 1-1- QPNGFM A"C"M StMOURED � . 2 1 0 1 /2- O'C' � ; CONCRETE ; ANCHORS � - , Ism =HMME ON � I � CONCRETE ANCHO" , I- - ister SCHWULt ON 4 ,X, ! V IT) Ile MAX, I � - !13 K/ SW OM SCHEDULE 00 ; SKV 2) I IRW 0) I � I I on i 'MM SECTION Anuk U I I- -� DLOC7 OR �.----20=2 OR BLOCK BLDCX off REM RED WAST SCALE 313r-l' REQUIRO) ASOMRST DIRECT AND V . MWMNG f ., .06 INUMA110 J DIRECT, ANR WA6 APLIKING I %M,; SCALE S/8.1- SCALE �ftl;Z 1", 0 A.:.Ti /?:I!I111 / �,�� , �,,`- In Fu 0 "-.!,P -oWV�'--* -Is_ . I t; - FLORIDA BUILDING CODE (High Velocity HU cone Zone) " I ANC9 - 7(ST VHWE DUa ON : i : TOP & BOTTOM MOUNTIM� S CAN BE i 4 : . . S , * ... * -_- - � . 01�-- - �- � 1 � 7 * - ��-,� - I -� OM 11"Wo. .I- 20 GAGE GALVANIZED SEEL STORM PANEL ------'\\ GLOBAL PROTECTION PRODUCTS. U.C. -5... TTt ME I.P. DPAWN Wt 0`140'E"" SHEET 9) COMBINED IN ANY WAY TO SUIT ANY i INSTALLATION. lz�ov �,- 01/ c Y "WiLl"M . / - -.... .@9 - � I , 214.T.127,V4 �Ellw . I. P1016 MR, - OTITI-Im. -I ("')WIS-I&M. f4f! QRR)MM4 W" - no . I NNI -.1 dh� 1 11"FINHWI/Ilm I I "'I4"' " I " - � I . WA-4in I jkffi�lw I - --i-r--- --.-- lz�,v A - -F . -*--a a) a) cn ,�o -ia > CD .c-- -'--' -4--A 0 2 2 -0=3 = CM M -0- 0 -0 W -o- 0- Cn a) -0 0 -0 -= = = 0 -2 0 U- C113 ."n - = 0 -0 = CU E ,,- 0 U) 'E a) CU Cn " -- "o cp -+--I` CU -+-II �— -0 . = C/) a 4 Z -ff U) L. (1) Q) C: W 0 L. " :3 U-I 2E < Z = < --1 Q- LAI CJ) -0 (1) 3: — M > 0 L- CL 0- < -4--J a) (1) _c_- C/) CZ > 0 L- CL CL -4--J 0 =3 -0 0 L- n (1) Cf) M M SHEET NO. SH 1.0 Him A00"m SmAcuLt ON SNIT esIt) WALL AND FLOOR MOUNTING INITALLATION EQR SPLIT PANELS ----4--AAgT' A 8 E RaAE4W-._ IT bi A ul MuLl V" A* JT_ At2 4 %Lot 4 MIN. ED, X LEI DETAIL I �"Y ft- 2" - - it 00HONM OR ma BLOM Ile. I' I'MIS A, T17- ,�IAaualc 411[3l U4 MULLION SCHEDULE Max, wl REQUIRED Mtn, SFAN, Ill I Ill MULLION 2'. 3* Small V;c -7" V.I. 5'-g'ID W-10' Ary . > V-10 TO W-01 2' Iljr SECTION 1 SCALE 3/e1* MIJWON CA M�l 114 NOTE n WD 11�O STORM PIOUS ON TOP OR BOTTOM to I TOP OR 80770M Or OPEN", to OPITHIND W1 TUSE Top & BOTTOM) WALL MO ALTEIMATM SCALE. 1/0 1- 1. INSTALLATIONS ARE MY VAUD FOR BUILDINGS WITH &S:D, DESIGN LOOS UP TO 55,5, -72.0 P.I.T. AND PANEL'S Li UP To 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC OMSrrY OF 0,55 OR EQUAL MOUNTINGS...CAN BE Y WAY TO SUIT ANY li Ont W-Al III V71 2- IF r ITT__ ifj Ff' tj 1 1 - f 2' MR ""C' wAo, - I= MULLAIN SPLIT STORM PANEL SECTION X- SCALE 1/4-1. 1106MIM SCALE 1181 Mg� -4- D WALL Ji NG IWA"UON - ALMMIJ STALE Ile I* CONCRETE AHCHDRS (SEE SCHOWLE SHEET ") CONCRETE ANCHORS (m SCHEDULE Ow__1\ SHEET 14) b CONCRETE Im. J.=' REW _I 1 0 T -3 Z� SEE SCHEDULE ON- •scmak" OH �NAtJ :FSEAR.MV 1 TO GLASS SOLD 0 12 1 (SEE as 1/,4) a� POLITY® CcIKRm col OR CONCRETE %ul REMAINED BUILDING CODE CEILING& FIXIOR MOUNTING WALL & FLOOR WOUNTIN INST - ALTMAW Ill INSTAUATIM - ALTERHATN-E-M AUAMON (SECTION AT TOP IS UNITED TO +55.5-67.0 All SCAE, 1/4* 1* A.S.D. DESIGN PRESSURE RATING) scum: Ile I- 0 IWA=ON - MOON FOR CDMOMIT ANall SEE = ON SHUT - FOR Wow SCREW: SEE $ OW Is Am" 2/ -4/4 1� 2 & -4 2A/A 3/4 1w/15 rat. Ll LIUM"Iml-I i (M . PANEL) 1-1 (oo PANEL) 1 T T21 (ALTER +IA 2/4 2A/4 1/4 1/4 +1 2''Iw/ls & I NATE LOCATION Al w/15 , , - - , ALTERNATE LOCATION _j ON LIFE WEIY PANEL I - EA W/NO :TEE SAFETY PANELS RED" PAN W/ OR LOCATION OF LIFE (SEE Notil tEELOW) SAFETY PANEL W/O REAULAR TRACKS (SEE NOTE 1 CONCRETE Amc-ofa x BELOW) LAST PANEL TO V MIA= AS In &O;rrr PANEL OF OPENING $84U. (SEE SCHEDULE 0#- to "ItA I'... (IA OOYmInOv).FOR Qum! Al LIFE. SAFE !Y STQRM TA�LWAY'WW_ M."' T/ , I. X?W MV= TV BE INSTALLED OR REMOVED FROM INSIOE PAIJ ArMA k OF STRLOTJRE 050 SCHIMMET ON virl 14) ------ ALA WALL MOUNENG INSTALLAI WALL Al FLOOR N NTING SCALE 5/32--I' SECTION I SCALE: 3/6' 1* - SECTION 2 SCALE: 3/8" 1* L LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) C, OR AS AN INTERIOR PANEL. (ANY PAWL LOCATION IN BETWEEN END PANELS) Ul SAFETY PANELS MAY OR MAY NOT K INSTAIIED ADJACENT M REOUtAR PANELS (W/ OR W/O REGULAR TRACKS). SEE "an 9 Z. LIFE SA PANEL CONSISTS Or 0.039" GALVANIZED STEEL STORM PANEL AS SECTION 8-8 PER SHEET 2 OF DRAWING, SCALE V32'-l* THIS ITSELF 1`0 HE REMOVED OR iNSTALLED FROM THE 'i OF STRUCTURE, LIFETRACK TO BE COMPONENT A, 90770V TRACK TO IN 2 OF TRIS DRAW11i BE =EjjAM rW COMPONENT y at, Ni WALL OR FLOOR MOUNTED MILLOWING SECTIONS i a ..... 2 ON THIS SHEEll, AS WELL AS DETAILS I & 2 ON SHEET 14. 4. UK LENGTH S, 151, I'-; F%=F. '• COMPONENT1D M" ANCHOR .1 R ANCHORAGE AT 801 IS GIVE14 ON a*" SCKEDULESL �g 2, SHEET 14, COMPONENT MAY BE PERMANENT OR REMOVABLE 5, SEE DETAILS FOR INSTALLATION INTO WOOD FRAME eul as SHEET 15. 67 a SEE SHEET ' FOR WAA. APPUCABLE TO THE NECESSITY FOR THE JNSTIM-LATION Of ©NA Pl\. SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/W000 BANDS� It Okla A J, A_cA,Mk 'M VA IMUM &U. MIJON ERESSURE WI .2,L) AN12 C0ft8ESEQN= MAXIMUM PANEL, LitiffiM SOIDULE mmal ONLY FOR PA14i AS PER SECTIDINS I Pft 10, OR SHEETS 4. 5 At 6) MMAW Luc Ttwhl�' M`;: =11 arm JV6 �50& -724 7 _!r OR, 2 1/4' 0,180m THRu 3 & 7 _Lm .55A. -72'a w'-e To r-s' Q., I Ski fywu;. I -bill --me To 2 In* .43LA. -4&J) IT-4, 'A LES 3 0� MAXIMUM A.%% • sm"m W/ SS A WAPALT IV OVERLAP A "LENGTH or PAXII. QMGN ERESSIM UDNG (P.Ill AND CORRESPIJ MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR MRM PANELS (j) A & INSIALLMIONS jNIQ EXI 0" ONLY FOR PANELS 0 NVIAILATIONS AS PER SECTIONS I THRU 7, ON SNEETS 4 A 5) MIV" Also, "OHLAd ROM Si MR ED, XTION TAPCON .. To OF TP-Gmp Oki PA.IAMAIE FINIALE 0 pmal OLM `C.011 ;- --w- A9 V PI) A"T" 10,If __T 10 OF el IF -1 */A WA N/A '5. N/A �S&S� -72.0 r 9/X a */A 11 O/A fw) !,-Von Las OR LESS A. e. S. RJA N/A S' 6� 1. r w. WA 441= .2 Ilr 0 1/.' 12 1/2' Ile SEE 011 10 At I I FOR ANDKIRS tiTE & SPM= FOR INTIALLAUDLIS INTO WOO "WE WEDINCL LAN" ANCHM SPACINCS LWALAA OUT DISTANCE ARE INDICATED ON 1HIS SCHEDIALE MR i LESS Ik" ADICATOO ON SaIfDVARO WHO sww By L"TIPLYINI, S"ONG Do" ON= Vou THE fou4wm rAOrm FOR =PERANOM 10 W PaCi MUM SPACING DISINNED r�F; VAIL HOT fit USS Ill Homm SFAC*m MCA= TOR, am AIC"ON "K a Alm"Oft OWN!) 1/411. 1/4'. A"= rim 1/41� 1 Ile. T I k"ANi A& A, Awl SAO" 06ILL'a FLORIDA BUILDING CODE LRqh VeloctIly Hurricane Zonoll F.- Vt 3 'JA2 3vz t4u. 4167 .2= TURCO, WO, Ma!!" rxm 20 GAGE WANIZED STEEL STORM PANEL ow '4 Tu It c o.... GLOBAL PROTECTION PRODUCTS. DOE. ziifi - I 4" $10, 61 vur Til its?" At DAVE, IT. MI. w Hfitjt PHONE (ILLBS&I-754%. Cmt (.64P.9--ml 20-176 10,111-1111, OHIO ISH.- Imm DRAIllic H,, x MAU ACIP, INUALLABON, DEIAIL5 EQR REGULAR P-ANEL5a A; AMaP2OY2' MS, a 0 I/r O.C. .,I 'AN.. 1 J/4' D.C. MR ULAO INIQ EXISTING WOOD STIMICTURES PANELMATE FEMALF 11) PANELMATE PUG 9 R,_r ? e"N Fll� pu "ise r *X. W ED E01 .,I to woo W40 ALIERNAM 1W ALM11"91A SCALE SpH. I SCALE SEE SCHEDULE ON SHEET a SHEET ON SHEET a MR W� foe M, SmAnkmom 10 GLAW 70 CLASS aD To E to, EDT..-.._. IKQQ PLATE Lo, .5/al i 11"As VA"K % 03 0 PAND. ISISPIS I* TO V-ff' AND 8 -4) 11, Ot FOR LENGTHS UP V a'-$' OF, t-D FEMALE (D 09 PIAIE voRre L,A A, 1p2t "IrIP, C. MIN I OR At or WOW RATE I" PLITT VOWM Or KAM ALL LENGTHS, UP 'm 6'_8` U- "RANINC011 DIRECT g0blffl INU&UMN ONTINNIS, NOTE 94LITTER TfUl NOT SHOWN MR CLARITY ALTERMaYL SCALE N/Ol OW A] NOT 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D_ DESIGN LOADS Jill UP TO .55.5, -72-0 1 AID PANEL'S LENGTH UP TO 8'-B' ;p%r,.-*',,)r,EN$,& FLORIDA BUILDING CODE (High Vml Hur cone Zone) 2. FOR HIM WOOD FRAME CONSTRUCTIOM, WOOD MEMBERS TO BE PINE No. 2, w/ smanc DENSITY OF 0,65 04 EQUAL SOUTHERN i ? I . At *- 0=4 Tumm At, 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN W N= INATION DE IL ECOlmo, GLOBAL PROTECTION PRODUCTS, LTG. W/A/ZM NOT, TOP & BOTTOM MOUNTINGS; 11 COMBINED IN ANY WAY TO SUIT ANY oi Too T NO A, DMIN cowwAsy AM %*. 6 gnM 03w'. rAx; (WYAN-am 20-176 INSIALLATtOtc 101311 STUDS 0 12 1/,, -11. 44OLD Jim Jill illi�illillillillill T3 I I a-MAIN-7-NIVII. I VAXWM A -SA TAl CF UP -GRIP Cl Fmi MWE 0 pmamm pv" To I DESCH PREESI. Mao --T,--r,- -AS m_ -To TIE TO "O"CATIT "1 TO CONCRETE To ca"C" To commm TO CONCRETE: jcOK BLACK 4 smoks # & OOMBRATAIN OF I"% a - L"E"i fit) 1 N/A N/A 14/A i N/A 6, 1 N/A -710 7' 1. 9" 9' 1). 9' 1 (aal V-O' OR LESS N/A 141A Ill N/A S' NIA 6' 1 N/A I & 2 (1101 +65.0 -12.0 7 1/2- S' 9 9. 1 (sarl -0" TO 7*-V .55 0 -72.0 NIA M/A N/A S' N/A 5 NA 4/A 'p r-s' To Ir-fir A- L ml W.VWJM ASD- DESION PRESSAT Il C-Ij PM I (SAD S/Ir W, HEM TIP of NIGILO ONE 1 0 S* ft FISH mp x Ami AP�r 1.0A7)0, .f � I JYY Of THEM i"mum PAtirf. Ummm 'Y.' (rill '100 ! - TAP, 141v Ill 10 CONCRETE Col Rml *49.2 -61.5 3. 2 (BOTTOM) r-e OR LESS +52.8 _66,0 4 4" 2 (BOTTOM) r-e OR LESS ±SS_O -72-Q 2 1/2* 2 1/2' 4. 1 1/2' 2 (00TIOM) 7' -6- OR LESS 2 1/2 2 112 N/A N/A 2 (BOTTOM) PT-G, To 5, MEL N/A + i 2 (Sortol Ell S" To W AMunw WASAM "A as Ali 504A.Ab. SEE OUT III FOR ANCHORS IYK Ill MR WITIALIAMIS INTO WOOD 1101i "Oft. MIS" ANCHOR SPACOIGS ARD I"m TOOK owma AM WW-90 am THIS Sbluw� raw ED. LESS THAN MCATED ON SCHl NEDUCE ANCHOR SPACING HY MULTWOW SPACING SHOWN ON SCHODAE BY THE fOUAWN)i FACTORS, FOR TP46 OPMOM TO RE POSSWILE RESI= SPACK OBIANED USIA10 FACTOR 914A. HIM BE LESS THAN LWAAM WACING SILICIFIED FOR DICK ANCHOR TYPE AT A40HORS LIAM ANCHOR Tft -YA70- FAIm Or w VAMO -0" 3 3 t/2 4 3 ON PEWIF* EOR INTO EXISTING WQpD REGULAR PANELS(I STRUCTURES... A -PI-10 PARCU"'m PLUSL. 6 /4 7/9 THRIAZED PENETRATION TO Evsjm WOOD HEADER I � 10 RANEUAFE PLUS 4w "14' po" 1 7/15, TH ED TOM TO EXISTING WOOD Hill nou Rrp' CA, "CHILE SHEET a FOR W. S= TD'OLk% nc ----- --- -- omn, All, oc, /4- oc WOOD HEADER REWIRED Sa SCHIMILE ON $KIM a FOR V.. SEPARATION TO GLASS Ml PANEL I�FWH PILL, PANEL LENGTH "Su NOTE 1) (SEE NOTE 1) 5ox OF• OF '10 WAX MAX G 0 12 Ijr 0cELT 4 i PAIVELMAIE PLUS tillD.C. W/ 1 7/8" PENETRATION TO a. EXISIm WOOD HEM" 7E EA L-G, SCREWS --ii? 61 O'C� W/I t/2' WOOD P�AJE EWl moul Ti "T" THR"A"'i PME AT, PENCINATION AT 4, Woorl LMATE I, H MIDWRIN OF PLAIT KAKD 'A LAG SCRINS 6 MID WIDTH OF Pi AQGfRED W/ j IP"2 %N AT Wl OF PLATE DIRECT MUNNj INS N jjALLJ ALLWMME V DIRECT MO G INSTALLATION DIRECT MOUKI 4 INSTALLATION SCALE 31B.I. UNT 4 MA, M.WNTIN IdOUNTING ALJJ�� SW fM�1JJ 1. INSTALLATIONS FOR ALTERNATIVES ft SW & IOW ONLY VAUD FOR BUILDINGS WITH SMDESIGN LOADS UP 10 +43,11, 44.0 p.%J, AND ALK, To 12,-e PANEL'S LENGTH 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.. • FLORIDA BUILDING CODE 440" Til F� NO. L4 167 20 GAGE GALVANIZED N OF SEMM TOP & BOTTOM MOUNTINGS CAN BE•�fTE GLOBAL PROTECTIM COMBINED IN ANY WAY TO SUIT ANY Max. PANEL Ul (SEE form 1) lox OF Him INSTALLATION DEIAILS ME OPTION 9 1 EQR LIFE SAFETY STORM PANEL SYSTEM LAO SCnIvs 0 Ar DO INTO EXISTING WQOD STRUCTURES I I M., THIREADID POKIMTKW TO E)45TM WOOD NEVER _j N- iY , , E04 u Eel Ef 1 REOURM 12 1/2- oc- JILTERNATIVE I ALTERNATIVE 2 % I A, I p 10 a/w, EON. ED II E.[OR EO_ WOOD PLATE Wow "fin i8 ma ALIERNAME 3 ALTERMIJIVE V.01 It LAP S"m 0 A, DO, W/ I I'll, SAW 'Tr Lan GADOD PENE Wool OR LONG fiffias "al Wj &S. M.S.a A- O.C_ OR WgQp FRAME CQNj2ITjomS t/4'0-20 PREIMAIE 111101 C Of' AlUgNAlIvE PAHELAIATIL mm a fir or-A'i SCALE- 3/a`. V ANCHOR WMION PLOT WALL OUNJ INUALLAIM NOTE: SIAMOR Hil No SHOW I0111"Iffift", Ii TIQ1 Im WAIT, ALIERNAME I 1; .1 ........... k, z ; 7 FLORIDA BUILDING CODE (Il Ill Mir Icarme Zons)f MOTES S_ Of .2m XIM 20 GAGE MVIll STEEL STORM PANEL CRON III Dill I INSTAL�I.ATINNS ARE OMLV WAM FOR 2JL WITH A.S.D. DESIGN MARS UP 10 +W,$, -724 AIR AND PANEL'S LENGTH UP TO Ol ST E _n, 1111ECO.. PRODUCTS, LIC. a/24/0" GLOBAL PROTECTION DOE, FOR CONSTRUCTiliC` NEW PIKE X.. 2, W1 I= To SPECIFIC DENSITY OF .. ..... W J�' "m S-W. S, STREET DAVE. FL 33314 FAY-20-176 '14.15- P-A MAL/SHMAnAVINM SHM 18 Of 26 Q) U) C-13 > 0 0 = L_ CL CL 0 _0 0 " 15 -0 _�E r, U) a) o (1) :3 0 0 awl v 0 2 ED- J= 0 JIM 0 0 -li cu LL %.I_ 0 Co > M) lJ E w IM 0 CL co 42 w ICU O O U) LLI < z < SHEET NO. SH 1.1 8 0 -- -- � �" MAX, ; I I- mm, I, D.W.o,�� - - ------- ,---- --------- ----------- ----- � � I I —f ! - I � � I ; 0 � , 0 0 0 1 0 0 I 6 , 5) I — 1�-- — � —1 � --, -- -- I I i . i � ., ---- , I ! !,::, I I 1 1 I ,. 7 � H � I ! , I I L I �� : i ; I I I I i ; I I I i j i i . I I i I [ I !� 1 � I .1 i i 1 I ! i� � i� � I ; i ! i 11 � I i I i i 0 I . ; I ,i 1 1 1 1 I I i i il 1i 1i i � �� I I P 11 . . - - I - - -- � - ANCHORS (SEE SECTIONS ON SHIMS 17, Is, 19 Ar 20) -,---- - - - --- - - - " - � --- 17 r* A40"71, "/171 50116. W/fal 4: mm,� UW/19, 7AW/10 & "W/20 r*=.1/14,"1Q7;Iq a am/" 1 tvN�. - - - - , - .- -- I � I i ; . i I I i ! . I I 0601 �� i'�ri,.A) - L . . � , � I -! 1 w4mal I , � ii � � 10; I . I ; � I smto-mL I r : � � o i . I tot sk%* fTdam P-me. I i i �,,��, P, ,-�,Ij.. 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I -zJw � QD p . �-�---- -------��------* ��, tz----mt-w--- - ZZ. - , �-- ...... �, \� / \ - -, -- - - ,r\ ---I----- 711*11, "-i'�'. k=--- �--- - � -- i L - 7\2- 9�= �- ExInm i SECTION A -A SCALE 3/16--l- jumi-Alaw.w-molm 01 *11tIz oil Z4*1-*VjZ4 40 Z11311zlefffoxx I �oisi�4,1*.iW-610#11utm,"T;�IAI�-Lil"n;f;�104-Wq:qziqljm,wAIL--i!is-1411$im MAXIMUM A.S'D. Max, PANEL LENGTH I I MINIMUM PAN Lj DESIGN PRESS RE L (ft.) RATING (p,slf.) (SEE SECTIONS) TO NDI 0 T'- ] +5�0, -72.0 I 81-8� 2 3/4- 1 UNE,OLTEO . . 11 -- ��, � I 1�- I . 11 I " - -,-,, -- " 7 � 11 INSIALLA119H DETAILS � I r ��L21rt - I EQR OFTION #2 FOR EE SAFETY INIQ EXIffiNg WOOD STRUCIURO 1�1 -, - � T- 7 , , , � � - �; 7- � � � :TI 7, . SUIRM PANEL MIEM .1 ... A-- ; TTT,,-, � � I z I - ! t ! ., � iIt I � , �. 1 �1' � I - - . ,11 �, - � � 1� 1, .I- - 11 It �-, -- - ;;! - 1, - - : s I . " - - I t', -- �,�il - � � , I 1 --- Y , �11 . - 1�� I , 1� "' low , TEDIXIIIIADER � I 1, 1 , � �00V HEAJXP 11 ` 1, - - . - � ,. �zwlortl ,, � I - �, it, , I - , j , I - - - �! GO 11 a �, - J � , I ak =aw � 1 I . - �� , it, " � aRr" I " '4 7: 010, ', -- , -L- h " - 4 " - _,�- . , :-" , " "1111�� -, i , - . �--- 7�, ,,, 1� 11 �i I " I �, !, 11, � I -1-1 .C/14'I FIT%�- "I � I!Iq I.- � �, � ., , -- I " P., �.� . k 1. '41 � ,- , i�� . ----- - v,4"#, wcoN * IF o.c. i ,� 441�0 TAKON 0 Ir D.C. , , 12. WIN. rmm�m ,�, j � ,�, ", /I ,/z- WIN. -mw"D �, � ,� � - I . . i I , " �: I �' i HEADER " - -�, I � . �t � I I .1 �i /� HEADER �, I , ,11 i ., I PEwmTm AT wow 11 � : I i, PENETRATION AT HEAM 1, � S 1, I wAm I . . - , , 1, - , 7 "I , Ili � - �- - I I , . j , - 11 e ,�; I I " I , , j I I � , , I � I "!" 1 , -�' I ki, I I L/ I F� ;41* / � -0 W44 - �:, , -, .1 I r � 1, ,--- , +4 .� � ,X I t , �� 'I �� I 1, I , S� , ". � - . I .� ) i/4- ',;�, 11 -� "I - Mq., i I . r � - - I I � � ? 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(SEE NOTE I W DWI I � i L , ---- , I - - - .-= -- , GLASS � 1:� s4m HIt 11 I i i , , ; : I I I - v,i �� -A- 1/�'020.1' I- I 11. - ' , S.S, mls� W/ ---- � GLASS ?--j.1x!1= --- I I J . , - i am "v 1111 � I I 1 ,"',-, 1-11- - p I �-;�--- � i I .1 " � I i I /*1--1D-E - I 11 - : - ---�, --- - - I - 1, -- -- - -- -!,-/, - I I � 7m# r A . Nzn : I I � ; : "'... , - - I ! : I z i--,-,- x . i - i - !� �"-�--- ,, - I I I � i i I WAR. -- - - , I -- - " � .- =--:----`-�:- ---:-. =. 11 - - -111�: , I .. �� . . �- i � j � , - J � I ---- I - , 1 1 I . I - �� --.- I .H. I -- -1. I I- - � , - - - - . - - -- 17 - � - I - � " v I � ., , � � I ,# i I 11 - A ; A/4"IFTAPOON I J- - � 1 1 - T I - 1, I i I I I . I I � I � � � . I , I �v Q�c. wift I12* I � ; THREADED I i ! I 1 I . -- =--=� -1------- ! , -4,11-- 1 . �Mlk. � . i .. . I PENETRATION , - -- . - ,�, - i MIDWIDTH Of PLATE � , I I I � ,ft I � � . 1 i � ; 7 i � � � -1-1 III , (a, , I a : q 11 -, � ! I � � 1 � -0 � i r,qe : � I E I a - - (3) ! I r- z�� I - If. -, I I . , , , , , -0 1, � � . � - I � 1 . � I - �' I , , - k ; L* i 11 . 6, �,� -1w, � T&. - I -- I I ' I ��' : i ; I:4-,- I : i ;, : - ; I I I . I — =,-=---@ cDNT I ". , NUT ,Z/8 . 3/32' WNG L- � - - 1-1 11,11A 1 1, ' I! S" I - GIANT - , I -. !; . J.. � , , I I 1s** , 3/32' WING L_ .-� � !�, L � I � -- - - -- ,. - - --i I � 11-Vd-V1a14*SS %L& w/ I r j/ , WING NUT ED, I I 4-#-2N3/4-S& V,S� W1 '71111w1w I - .r 7/3`#4/32'WM NUT WASHER 6 Q lir OC, , 1 I WASHER � , � i " �!� o 12 tiX 04- i ; 11 I I � !�i NUT WASHER MEYOND) %� � 1 x� _ I I - I I I � , , (PICKIND) � � ; 1,� "" �', � I � � I � I I I 1��! i , I � � �� , . � I 1� fl, ,- 7"" GAIN &Is, o.a = W/ STUD) r, , 1 , I _* W , I IN � -., � - . 4 1 1APC%/*S,1�)11C , ! � � !L� � - " z � i I ,�.. . � i ' I * s' ox. ,,, , Y4*# TAPCON � _ � � � , � �;� ��, W, 0 AGSID ��, � � , , . . . . . . � i I I I 1 P"2 � , , "on T#w& I , � momm � :. i , I I - � 3 - � - - , - LL -low A� '"P, mvMuTH OF PLATE "I -, �; ,� ;! - , - -- -- � .. : . I =/QftT THREkDEA) 1� ' Tl-, i � , MAIMOTHI :.1 I , OF PLATE - �� - -Q�ItNiDo OF PLATE �, ; " - ; ; � I -- �-- I , V�� KATE ----QF4jRV PLATE - .1 - 111, ---, � ,, , ,, U, ,IV PLATE , WE 7AW WAU MQUNTINQ 1631AUAM PANEL WALL NOUNENQ INSTAU"Otj WALL MMM&jHMU &M MINATM 18W ALTERNA ft SCALA! 3/8'.1* &MMENEL &MMEPAN MEL JL LIEL MM PANEL SCALE 3/r-I' sCul, W. I* SCALE 3/a.- -- NOTES� 0--molosips, %. 0,, TIQ/7N , . , .ii......�,*% - .. Se %: 1, FLORIDA BUILDING OODE 1. INST41ATIOIS ARE DNLT VM1D FOR BUILDINGS WITH A-S.O. DESIGN WADS , \�t 1 (High Velocity Hu corm Zone), 0. -- UP TO -%�5� -72.D PSF AND PANIA:S LENGTH LIP IQ W-r , f . %0,4 115, '*,,% um III,=, � 20 GAGE GALVANIZED STEEL STORM PANEL Fit 2. FOR NEW WOOD FRWE CONIVIRUCTION: WGIOD AKMKR5 10 BE SOUTHEAR PIKE ND, 2. W/ SPICIFIC DENSrIY of Al .55 OR COUAL - , , � *'. - I � , - il . st 6��. �-� -i�.Ie * . 0'-� "I " A%i> 11 �`P*,`�i mw Art, /— '\ GWML PROTECTION PRODUCTS, U.C. ' / 11LIECO. ,,. 4w tw. 61 111AMS, Atm. � LINN a DIME. 11 - &vu A:Ev j . ""',f,,'�SIO 101 I Z , - I, Ulb, " , NtoWI. DAHINWG_jsis� FA* .., � I, ORM -an? 20-176 4 -m-. . 111,14, 11-00 ,,� .11. IMMAK I.. "U'l .., P !n"i 971-m- 1 - I �."�'! m I � I - . - �� It or 26 . 320 - I - COMPONENT:i FQR SERIES 290Q & 1 009 E-Z HAb!G STORM EAMW (SCAUE: 1/2-1 -) ---z594* ---- -1--- - - I— - - --- -15.1015� (TOTAL "-+. -.--,-- - -- - ----- ---- - t-- - 2.250'-7 1 —2,591'— � : . q-1 I I � , � - (EMCM WIDTH� i ---1----- � 11-1 ,2,$W -- I-- -I.I.I.- -- I � ""--- 1- I 11 sv� ! -I , - - 6 1/4- , I---..---,-- � � I --I : 2�250 1 1 . � I I 1 � I � 1.3 p --f3w. - 1.3w + - --� i I I -----i I I T � I � � � I Al �w 1 .076' . 075- I , , " /-,,�,, +,",<r - � Z500 -- -: � � I � I , TYPI Typ- -15�0-� , ...... - � W , 4tD- .1.56�0 1 2,2 4, � 1 � " �,�Ck e -Ikl 1 Z500 F e - W. � NW : i 2.0m, , TYP I , 1;;�-AU113- ;i - I - P� - -, � , , , HEWW", / 4 WAR, � -, EDGE L, GRAM 50 MARAMUM . � �,---�- �,- i _--i i I ? I --tOr,. 0-50 (LAm � , i I *I A IF � i - ,. ills- '�Ilb, ,,,�54 ....... � - � I . - - - - - I \ � . �i I I . '3 ... L---- � - - ---- —6250'--- -- -- 'V .25V I_- - , —2�470`— � � (1) SJORM PAME ---2,470'- Q� ,��. (1) RMRSEQ "h" JR&M S8 R= *U" BACK - �� " Pmtql�PND,A�- �,�'11 ,."'11 ", � 75�0 W/ HEMMED EWE' - " --- I I - ,.I - I -1 1-2w �- I , ,,,, - -R.,= . ;1 A ..�3-F- � -,� , I 1-;-�--*o Go, I I L -<' - '111-11'�-, L.- - , / 1 --_��, 11��-, . 1 jm' `�, i5o. I- �-,=-_---� -12!� b ,:- I " 11 11 HEMMED I 11 I , '' ,_, - I - . � IF 1 1750' I' "" r � � -F I I � : ISOMETRIC YlEff DETAIL A 2.0,00 � %, I 2,0 � DO I - ROUNDED COR ER 0 DIM OF PANE1,'S - �2S� � -, 1 1 ! I I I � . END UPNN/ HEMMED EDGE, � - i .7 * I L— J i W 11- � (N.T.S) t - I TI. I - � -- I � I , —,.vi <11.) - - -- -- - 51 .------ � (�) -f TRACK (�) PAN (�) 2"W(Max.) AWM, ANGLE ,$PSE .. -, r- 125' 6061-TE Alum. ALLOY , r I I , I I 1 ,-- .1 i I — LNII � �p % � , 9 1 40* �i 1 71. Ow (Typ.) 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FAX M.)M-4707 20-17451 ;C� 4- pe) ". . � IRIAAIKIW� I .11,11, CA-00007I9 ,j;,;t;Lo%1AV'-AV'"KAruMiAwE WATER & TILIJIT n- i 0171. i - i I I . IN j Lw;T I I I - FIR . - - '/24 OP " " '=& I (g). q) p"j- ,,N� I'/24 0, /2.. ., (S" Nam 2 " I- m.,, 2'/24 01 V/24 * M N= 3 8AAAAW) for T Til-SIEL F@ �T 0 EACH .wG=;0195.x.v. , I* AAW. ANCHM 0, St, r4;7,- — ,,CNI, - -- Go"MM S, W... --- —(SCE SCHWUIU: M shw � sm simmon am SHE" 23 . � � t, wm� I I- � AT I I I ! I I \ I' W.,4 ., ---- i I I t�v SX4 x r".— - 7=� � � - - 04 1?2- 1 1 1 . I I!, 11 - - lir-�i_--_�--t— 1 1 I i . I f imt I I I I I . , I ! , i I I I i , !* ! I ? -, 1 - -, ---T I . i I � I : I � I 1 r,f I if - 1 1 rl , i i I i- - 'I , I I I , I 11 , � 0 i , [ 11 i , Ettl 1 1 M"! r1l I I I I �! * i F I i IM I I I " I 1 1 ` �11 - � Ui I , i I i I i � I I � - I L E A 11 I I i I I It' I I... - L! 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E - � HANG STORM PANEL Or I OF FIANEL � It L:1TN , 't P= TRACKS AT M 0. 15, LOW M� QrJ-qNMQli"EAWAlE4-?WA)� C - 7 HANG STORM PAM SYSTEM CONSISTING OF PANEL � (rAl" BOTTOM W/ PANELMA= C-!. TFIAM10P At BOTTOM. (2), ENO P"4 MS111 ALWAYS BE CONNEACTEE) TO EA - S- WALL BY MEANS OF W T AT BOTTOM. END PANELS ALWAYS 'P. USED � RA, (2) BE CONNECTED TO 80TY00 TRACK OTHERWISIE A STOP BAR SIMAJ. BE CONNECTED TO TrWLY (rj=5HAAi PROVIDED AT TOP OF SUCH PANELS. / .x 5 j 4 S WIND NUT OR la(T ri WRD JPOW(a& AS Al" CO�V %wMA"T-HCu%uISSmrtQwF AT OESCRISED ON , I M 1 . (3)' T�4T,10-2p 3" A U LAPZ � EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE AT EXTERIOR FLAT FLAVOES OF ENO PANEL END PANELS ARE NOT any. Fans, PROVIDED AT TOP OF , !w/ .II)STOP BAR . It 0 A STOP, BAR (4)� FOR NWAL4.AYDNS WHEN END PANELS AND SOW TNTE:LP%V4XMCnEy (4). IN CAR THAI END PANELS ARE NOT CONNECTED TO ROTTO iWie IS ONLY ON SOTTOM TRACK t NO USEG4X tg,XT.S OF PAMELA USA ISPECS 1A.&Z. -(3) A-90W IN —StMAUE. CONNECTION Of PANELS .-I"11-11M.-M-1 T ..AA WACHIND BOTTOM TRACK TO WALL to BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATIOW w/ Two PANaMATES F No MG SHOWN ON ELEVATION AND * M SEE SECTION 1'. 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEEr 25, Mir. MOE DISTANCE. PANEL iwulf V &�, NOT NEW TO BE cc MEANS ",,41010414#11", =.-TCAAS . INSTALLED k7sr- '. . �,. A" I Till SUCH THAT ADJACENT PANELS %� . LEFT & Ri SIDE OF PANEL) HAVE "fe, L �N� AV , THEIR OVERLAPS RETAINED By 0 -� ...., xl. � ...... ,. , ,�* 4�,-:�W.-`.,,\CEN % FLORIDA BUILDING �CODE (fth Velocity Mu Carlo Zone) I . � - �.* . _ . . i omui lum w- 4'.p- � :: � t4o, 4 16 20 CAGE GALVANIZED STEEL STORM PANEL . DRow W� . — I * ., QW--o" -,,_:,�.-45;-� a % STAI OF .*QCIF :� GLOUL PROTECTION PRODUCTS, LLC. '"0%16�� ik%.. -: - 4�- IME C 0.0'c. ' " Al. ii,, , 4W � fit SISIM Al O .. - GAME. 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THIS SCHEDULE --- .J�--- A, - ---�--. � _ � ---- Im I .11 -�- . - 1-�T jW- I *:-* No. 44167 * . P19- sm"Wom"Tutw-41ATIL . (%. Ilreei -1.1e. ` > C* IL d p " . C3. 1 u CL ,,--- -E .: w 0 . - m ca = w -cc !! 3: 2 CL W . 5 11= AD C2 Cr Q -;G 3: = .01 -= 5 w --- = wim %wA INc. 20 UK GALVANIZED STEEL STORM PAWL L I i C 0 GLO"AL PROTECT.'O." PRODUCIS' I' ,...'� .5 River, ow1p FL =1 41"t- rfi*d� FAX. 4(w"-MT m* _ � - 97--51134 - ".= Cn C Cq 0- 'p- 20-176 2EMML -a=: MM E-2 UM X= PANEL I E-2 HALNC STORM PAM SHOWN ON THIS PRODUCT EVOLUKDON OOCU" CPSO) HAS SM VERIFIED MR CQMRlwt IN AT 1) MINIMUM EMBEDMENT OF TAPCON ANCHDRS AND PAINELAWATE FEMALE LD a PARIELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL Be 1 1/4. DESIGN WIND WADS SHIMI, BE DErERMINED AS PER SECTION, 1620 OF THE ABOVE MENTIONED COM 9.2) k*NIMW EMBEDMENT OF 1/;4#SX 7/4' CAUI-HN ANCHORS SHOAL BE IS 7/8- WID CONCRETE� FOR A "ND SPNEEWO AS REQUIRED By THE JUfrSQ$=0k ",E THESE $HUMPS, WILAL HE INSTALLED A No EMBEDMENT INTO ANY NA H MATERIAL SHALL BE PMITTEO. S� 0!) FOR A It FACTOR XAJ-Q�M, USING ASCE 7-36 AND $HALL 407 EXCEED THE MIUUMUM (A, 1/4' 0-20 SS SIDEWALK DOM USED SHALL BE WAG ENOUGH(SHOULD ANY FINISH IMITERAL 0051) TO DESIGN PRESSURE RATINGS ANOLGM ON SHEETS 25 & 26. ENGAGE 31,V INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER Asa 7-15 SHALL BE FIRST REDUCED TO A.&O, OESIGN WIND LOADS BY MULTIPLYING THEM BY 0,15 IN ORDER TO 8,3) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL - TO _ COMPARE THESE W/ MAX. (XSO) DCSIGN PRESSURE RATINGS INDICATED ON SHMS 25 AT M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURF BEHIND SUCH PANCLS. ANCHOPIOE SHALL BE AS MENTIONED IN Ail,I) AND IN 6.2)� IN ORDER TO VERN`y THAT COMPONENTS AND ANCHORS ON THIS MID, AS TESTED WERE NOT OnR STINESStb, A = INCREASE IN &LOWAKE STRESS FOR WIND LOADS WAS Z& USED IN THEIR ANALYSIS, FASTIN ERIS SPACING 70 WOOD 14AS BEEN OETERMM IN ACCORDANCE WITH kl).S. 201S- (t) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECIONIMENDAMONS AND SPECIFICATIONS OF THE ANCHOR'S , STORM PANEL'S ADMACY FOR IMPACT AND FATMIC FtMrIAN" TO$ BEEN V000 1-4 ACCORDANCE YM SECTION 1626, OF � THE ASNE MENTIONED CODE AS PER rENIESTRAIRON TESTING LAOMTOW. INC, REPORT 0 2032, AS PROTOCOLS TAS-201, 11 IT SHALI St THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY IHE SOUNDNESS Or THE STRUCTURE WHIERM SHUTTER TAS-202 AND TAS-2W. 19 TO BE ATTACHED 70 ENSURE PROPER ANCHORAGE- THIS SHUTTER $HALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2- THIS SYSTEM WS BEEN DESIGNED TO BE 05TALLEO ON THE OUTSIDE OF THE OP041K ACCESSING IHE OPENING FROM THE OR V40M EWE BUILD04S. INSIDE THE USE OF A LADDER OR UrT, THIS APPLICATION 15 YAM WHEN INSTALtAlION IS INTENDED TO BE PERFORMED 12. THE INSTN.LATION CONTRACTOR IS TO SFX/CAULK A.L SHUTTER COMPONENT MCES WHICH REMAIN IN CONTINUOUS ZoiNISIDE FROM Of STRUCTURE CONTACT WITH THE GUALDRIG TO PREVENT WINO/RNN WTRUS"� tAULK AND SEAL SHUTTER TRACKS ALI, AROUND rULL J, SERIES TODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE KAM STYLE WINDOWS WHEN ,NSTA1J.AHQN 15 REQUIRED to ft LOWTH. PERFORMED FROM THE INSIDE Gr STRUCTURIC '3 STORM PANEL INSTALLIJAMON SHAU COMPLY WrTh SPECS INDICATED IN THIS DRAWING PLUS ANY FAJILOINC AND ZONING 4. SEMS 2000 INSTALLATION IS. APPLICABLE 10 SINGLE AND DOUBLE HUW AND ROIRIZONIN V-.,M;4S STYY WINDOWS WW-14 REGULATIONS PROVIDED BY THE JURISDICTION WHETIC PERMIT IS APPLIED TO. INSTALLANOIN IS RODUIRED TO W PERFORMED FROM THE INSIDE OF STALCTORIE. t4, ATRIUM WINDOWS AND DOORS, INC. E - 2 HAW, STORM PANEL $Y57N� IS PInMy P"BlI ',- ALL AWWNUM EXTRUSIONS TO BEE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15- 0) THIS PRODUCT.EVAUATION OCCUMM (P.E�D,) PREPARM BY THIS ENGINEER 19 GENERIC AND DOM W PROVIDE INFORMATION OR A SITE SPECIFIC M0JfWFr i�t. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E.0- 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-S14 ALLOY, W CONTRACTOR TO BE RMPONSSLE FOR THE SELECTION, PURCHASE AND ANSTAUATION INCLUDING LIFE SAEM OF 7. ALL STEM SHEET METAL PANELS SK&L HAVE STRUC111RAIL OUALJTY STEEI- ASTM A-6S3 ORkDE 50 MO, GALVAMCO STEEL THIS PRODUCT BASED ON THIS REM. PROVIDED HE/SHLE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATWIN Wiry- 58.5 kM (AFTER ROLLED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RESPONSIBILITY, 5 ALL SCREVS TO BE STAINLESS STEEL 304 DR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIM (G) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 110,611,10 IF MODIFIED. WO116 W/ 54 ksi YIELD STRENGTH AND 90 kwii TENSILE STRENGTH & SHALL COMPLY */ FLORIDA, BUILIN O cone Sec'non 2411,1314 i(d) WE SPECIFIC PROJECTS SKALA. BE PREPARED By A FLORIDA REGISTERED E14GINUR OR ,ARCHITECT WHtCM WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL- OR AM 304 SERIES STAINLESS STEEL. " 36 I,v MINIMUM YIELD STRENGTH. BECOME THE ENGPLEER OF RECORD (E.O.P.) FOR THE PROJECT AND WHO WILL BE RESPONSIRUE FOR THE PROPER USE OF THE P.E-D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,E.O. KINGINM. SHALL ia ANCHORS TO WALL SHILLI BE AS FOLLOWS., SUBMIT TO THIS LATrM T14E SITE SPECIFIC DRAWINGS FOR REVIEW (A) M_&VnW41ZMED.t�'CRM� f-) THIS PEM, SHALL KAR THE DATE AND ORIGINAL SEAL AND SAO.NATURE OF THE ,PROFESSIONAL ENGINEER or - 1/4-0 TAPCON ANCHORS AS'NAMUEACTURIED 13Y ITW, BVIDEX. INC. (MIN. V3192 P.*aj RECORD THAT PREPARED IT - i/4- 0 X 7/8' CALK -IN ANCHM, AS MANUFACTURED BY DMALT INC. (MAN. Vc-3000 PQ ` 0- STOPM PANEL MANUFACrURER'S LABn SHALL Be LOCATED ON A READILY VISIBLE LOCATION AT STORM PA14EL �N - #14- 10 PANUMATE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f7051-9.5 OF FLORIDA ERALIXHO CODE ONE LABEL SHAU at PLACED FOR EVERY OPENING- iit`�MO px.lt) LABELJNO TO COMPLY WITH SECTION 1709 50 OF THE "IDA BUILDING CODE. � Ai MINIMUM EMBEDMENT Of TAPOON ANCHORS INTO POURED CONCRETE SHAU BE 1 3/4' AND 2' FOR FANELMATE FEMALE 10 & PAINELMAIE PLUS. A2) MINIMUM EMSOMENT OF 1/4*p At 7/8* CALK-04 ANC14ORS SKIILi� BE IS 7/0' INTO CONCIRM, NO EMISEDMENT INTO ANY FINIS.Iii MATERIAL $KAU BE PEANTITT]D� 1/4- 0-20 SS SIDEWALK BOLTS USED SHAU BE LONG EADJOKSHOULD ANY FINISH ALATERAMA. EXIST) to 04GAGE 3/4. AM 0 INTO ANCHORS. ,00 MAJURN""", PA I % CA g It �%-, A.3) IN CAR THAT PRECAST STORE, PRECAST CONCRETE FANIELA, OR PAVERS BE FOUND THE ON EXISTING WALL OR AF,-��- ��,,, AOIGR AN04ORS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE WIND SUCH PANELS. ANCHORAGE SHLALLL o' � .. , % , I 0 13E AS MINUNED IN A-1) AND IN A,2), � .* e I S ' "' f ; No, 44167 - - I (a) 1Q_0amb&12KRmALQL-LALL =** = . . = t * , - I/It' 0 TAKON ANCHORS AS MANUFACTURED BY TA,W� BUILDEX, INC � S -- - -- .. i FLORIDA BUILDVIO CODE (High Velocity Nu cone Zone), -- -- 1� - 11 - - 1/4' 0 A 7113` CALK-LN ANCHORS, AS MANUFACTLOb By DEWALT INC (f`M-tS00 pe,Ij A % 1 -2w Tum, ING 20 CAGE GALVANIZED STEEL STORM PANEL ry, - - #14-10 PANEIMATEE MMALt TO AND PMEIVATE PLUS "HORS. AS MANUFACTURED BY FICO CONSTRUCTION — - PRODUCTS (V2071 #.9.1-) 07/m/Fam) -.-- - .. k- I ILIECO'sime GLOBAL PROTECTION PRODUCTS. UC. - w, 4m � . m $1 STREET "" ft my Owl- FL =I- -, .. Z-JW, IN 0 Go - PhVC- (04JOI M: (954)Sft-$N7 20-176 - , .. Fow.- P4 RN1','K�U%,'0W aItW,' t I - 11 DRA"O" N� mw A m., - � OW 21 of so - � Jim A , 112 � , � I t INSTALIA FOR SERIES 2000 AND 1000 E-Z HAN9 STORM PA� POURED CONCRETE OR CONCRETE BLOCK =No" 40i'm �'j zmp—o� � I- -II-LF =41I @- S I w .; - \ - )--� - "oe" `:,�,�,,, t-� - 4m A��jt- w -=- -�"' f��--�)- z"'w'g- � I �,, ,�� FW ----��, .��, .mwo) , . M,w .a. .::.. ,� I - NUT. "I 0-c- - F� -- A 7� . - j vli�krj 7t-\ zt7�x 11 In- -.d KAIFE" 5 ,,- =.I-,� - � I— I 'I ,gc, �, I - .11 � . I - - � - " - - - I � la� I InT, I 11m, .,;e � "I /.M-=- rv, -;ii - .6 1�1 i il, ,.," � T I --- - ---- I 1 4 .- ,`i I, " I I . 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Iro, (-I'NOW"I's"i --JA,� (;� .F I WU� ANUA= MOUNnNit; Im. �- am""Ll �, W" MOUNnNa INSL W %., 1 - -- 0 wv EMR TO CEWNG MOUNTING INST, RUILD-W-AMH INST. J;,M_W V 4 4 t a AM", V Sciii ve-1* _ - � I S(Z spowww" woolue" P "'10117MIN4, UR' a` " IT " " .4F*, ` AV& Ic"INUK5 I " . - � trRIoCIAL.J we I U 4 1 . besm - I= OR ,&7�.-;,T� 061TAU'u" � �....� V6 li, 'etx , � \CE16 - a ----- --.1 � — 0.114 IL . ,, I j 1 I "m M offibm RE summ *� NO. 44167 I.. . . = I --- 0 .* "OUNT"m cm BE .. I � . comem N MY we Imn suw" ANY 11 . - FLORIDA BUILDIMG,CODE (High Velocity flu cone Zono)l . INST'LLATON. = 11 a .Au,n Tozom m rp. h\ - S -. STA OF * -* Zz 20 GAGE MVANIZED STEEL STM PANEL , , L , .. ��.',,It�, — DI 9, WAL I , ROTECTION PRODUCTS, LLC. 9712101*10" StAm Iff - I* VIEW I IL ECO,mc QM& P am � Hoo S.w 5, wmw . , '. I . I 4;�.'..'F1j1e-11w PHOND mi , 6M.'" 20-176 xm, *xrol-4-110w," F,X, � -111. . 3 zwi; - www � SIDIA,ASIGNATMIDAR, FA,iia6li? �� --- i wAllm A TALT �, kE '"i *- - FLOIsm U. IT , I - I - I - I I - -- - - - I -*JI (1) (1) = W 0 —Cu > (L) r- -1-4 -0 " (1) a) " 0- 0- = 0 0 L- = . a cu m 0 -0 0) — 11 U) - (1) -!::� = 0-0 =3 CD 0 0 -cc 70-0 -= U) C 0 = 2 " 5- — q -2 CD 3;: m = 0 �= u- t*- — m . U) (D V) L— -4--p M L— 0- 1E � — M -0 T101- = .+— U) 0 - < 0! 4 w mi Cf) " 4-, (1) (1) (1) = -+--a I. C/) —a =3 m > 0 L- U) 0- CL < a) -1--# 0 C = —0 m 0 L- 0- 0 w m L. U) m L. m =3 Lu �5; < z � < -.11 0- ' SHEET NO. SH 1.2. 15 0 - I I -6-a (1) (3) I = � I (n -F0 a) m I , _0 > r- 0 \ = =3 rl*. .V" __2 a) 2 f _0 � A1PWWW - " 0- = I ... a) I - 11 (1) 5_ 0 2 INSIALLAI19N QETAILS FQRSEfUES 2900- & 1900-E-Z H =. C m -0 0- GENFR& NQ= I z 1'�/ -P — INIQ EXISTIN9 WOOQ 51RUCTUREa (C) IQ-IXWIIL-AVO-�M&-$Pf&er-.�o-��-%i-Wn�� = 1�1. _6I1, (D 6 1 4� z - �0�".�� FMJ�� ODMUMEENT (P....) HAS SEEN IERTFIED 11111 00.11111 IN A1C.1 - 1/4 * TAPCON ANCHORS, AS MANUFACTURED BY IJ.W, BUILDD, INC / .E 4: ro 0) 0 -,,M-. U) .— MAXIMUM A&R. DESIGN PRESSURE R&UNQ (ga.f.) AND ! - 1, ,/**. tm gufws a 0, ox. W/ - - I-------- WITH THE 2020 (7th EOXIION) Or THE FLORVA BUILDING COM THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH _ ft4-10 PANELMATE FEMALS fD AND PATIELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO C mm PROOLim- = LA_ 4147 I I . , I CORRESPONDIRG MAXIMUM PANEL LENGTH -L- SCHEDU ___ - - =:t - - ,;, - 1'�___ 4 - i 1/2' Al� THITIADEI) POCTUITION I T, , r'. � ----- %x. 2-w wCout VELOCITY HURRICANE ZONES (MIAMI-DADE f SRDWARD COUNTIES). - 1/4*0 LAG SCREWS PrO tco.s- I Ile. L44 7�,�- # 51 O.C. Wf - , , M cc C= - - I,,, I __ ", To LVISTRIO wm HEADER - " REQUOTED :/4'0 LAC SCRENS 4 IF O.0 W/ DESIGN Am* LOADE SHALL BE DETERMINED AS PER SEC71ON 1609 OF1HE ABOVE MENMONED CODE. FOR A RASIC WIND - 7/10'0 - 5/e WOOD BUSHING. AS (ILSTRIBUTEID BY ALL POW SCREV� BOLT & SPECIALTY GO, CA, Mo C-4 MAXIMUM &S.D. DESIGN EumRE RATINQ (16RAIJ AND CORESENDO MMDQM ANGS � ,�,. �- , I 1/2' MI, 1HRIAbCO FIDE11b,11011 ` - & � I I I FIAT OR 0. MOE � Tjr WL INFLACED PrLR`NMP&` SPEED AS RDDILLRED BY THE� JURISDICTION WHERE STORM PANEL VAU. BE INSTALLED, AM FOR A CARE, CTNAJTY FAMOB (1) -0 0 -2 HANG MM P ..'� _'O IX15-W, WOOD IeACRIR� 11 & C= FOR SERIES IOQQ12= E ANEL M SM,IEM mmma - � " #14,1, S.M5� 11 - __ TTI EXISTING WOW W-ADER, KO-0.0a. USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM t,A,S�O) W-SIGN PRE$SURC WTINGS INDICATED ON SHEETS CA) JANSIVIll THREAD PENETRATION INTO WOOD OF TAPCOR ANCHORS SHALE, BE 1 1/2" AND 2' 'FOR ELC ELM* Clj C 0 0 -0 ja SEWNG SC14EDU E FOR INSINUMNS INTO CONMI= ME CONCRETE SM SIR 14 ; , � ;' � , It - 4 EA END OF(D 3. 0 THRU 12 A 17, is, AND PANEINAL-1 E'DEMALE O, C: (1) I , � I 1 4 4�4, it I* 5,W& yo 3 1 W*4 IN ORDER TO VERRY THE ABOVE OCROPITION, ULTIMATE W-SION WIND LDADS DETERMINED PER ASCE 7-145 SK44 BE FIRST �1: 2 cz) - � '_ REDUCED TO il4i,b� DESIGN PRESSURE RATING BY AFULTIP VAG THEM BY 0,6 IN ORDER TO COMPARE THESE W/ MAX (A.S 0.) 02) MINIMUM THREADED PENETAXITOR OF LAG SCREW, INTO THE wm FRAME UNIT SHALL OF 0 ZD- = 0 3r. 1".JQNLLEQLm"1 UUIALemAt.m.luRQbff"'--Ibga-N-5d;ELlii 8mup ONLY, I-stimLal I L__ , , - ,---"-"-- / e'T MO, t,ED III) = -= � � � � / 0 1 "I"" .- ", 2 i� - I - - � � � . I I , , ,�i � I- , � ,� , 01�11 SAm DESIGN PRICSSIAIT RATINGS WDICAIED ON SHEET ,.4,, a THRU 12 A 17. 19 PENMRATION INTO STUCOG SHALL BE CONSiDEAt - r= mAaWUIA &S'O. I mo(;�Erm "a Aff 199GI4 - MAXIMUM ANCHCAS SPACING FOR E. D. - 3 312' - ApPuCARE 10 A� ! k ,, IF . 51 1/411-2 - IN." P , ,_4t4*- LAG SCREWS 0 5* O& W/ � 1, , FA m aw 0 IN ORDER !TO VERIFY TW ANCHORS ON THIS P,S". AS It= WERE NOT OVER STRIESSM, A = INCREASE IN ALLOAARI. FD = 0 LL - PRESSURE TAPCONS CALN's PAIQUATE FEMALE 10 nvmw # & 11 '4 r " " N N - , 'k;sT;W V�_ � -1 STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASIENM SPACINO TO WOOD HAS SEEN OFIERMINED IN c,3) MINIMUM EDOC DISTANCE OF LAU SCRMm INTO WOOD SPLALL Of. AS INDICATED IN 7145I OF = LJ - Lm- = RATING -m Commm TO CONCRETE - PARMAMUE PLUS ANY COMBMT4k LOINXIN 10 (K) � NUTE IAJTIOW) I - ACCORDANCE WITH H.OS. 2018. -5 > �66.0. -753 70' OR LESS 2 9/tir I Roo, . ,,, V. 3. ,-W a - 1 '-I- , (5 74.) I E DETAIL 1/24 & LONG � ""K., .1111r. IK WAXM,Al -AWL E Ovm 1/2A a - - , 1 VV -/N- �i " ", . (P. IF, Q OIL - m."mm, 10 Co"mm m,,,,, TO CONCRETE TO CONCRETE r CONCRETE - - r raw . MIENWILI ,g ,, 1 IS ADEQUACYFOR Wil AND WIND RESISTANCE OAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINWUU PENETRATION OF WOW HUSHING SHALL BE S/V. 1/4' 0-20 SCREWS USED SHJAU BE m %.j ICU - " - BEED. BLOCK I STORM PAN m I I i z'W A 3,w, __w_ ON* At- POP -dye, 'N"'L #141-sms . III _l-BRO-W, THE 3OYF MENTIONED CODE AS PER AURtEAR TEST LAS OF SOUTH FLORIDA REPORTS JOET4.01-01 AND #0212-02-09, AS SHOULD STUrCO EXIST, AM I' MINIMUM FOR WALLS WITH NO STUCCO. T1 - 12' N/A ". N/A IV N/A Ir I N/A I' JF 2' (TO-) i X8.0. ? .1 f. MITAWITTIN OF CMEW 0 / 0 EA SNO OF ID I I -I I 1. PER SSTID 12-99 A ASTIM E 3,30-02 STANDARDS, AND AMERICAN TMNG LAS SOUTH FLORIDA REPORT 1,123,01-10 AS PER u . - r __C - 4T:Ls � , "I. TIP) ,16 TA 51 70, Olt LESS 1 DDLITO . C & 4'W m 11 - - . CS) lN CASE THAT PRECAST VOW. OR PREt.AST CONCRETE PAT , STUCCO OR WOW BOARDS BE F THE "�p to L_ I I I it* 3 .4 ID" 1. 5" 4- s* A- S (BOTTOM) -:: - - _i;,_ - � , er,��. _�_, I I FLORIDA BUNDVICCODE - ------ - WALL, ANCHORS SHALL BE LOW ENO" TO REACH THE MAIN! STRLICTLIRE BE400 SUCH P =� = = U) a) -am-0 ORES 2000 4 - (SEE W%144 & L I MICH RACE SHALL BE AS MENnONED IN C 1), C 2) & CA) 0- S�S. MS A WING0417 AT OVERLAP A tOX Of PANEL LENGTH 1. - W.1-11 ! - I I X, Z' .1 NOTT V) CL * &1w1Aj1F91.1�6%r1/10*F PANEL 12" 12- 61 _, - 9 I - - (-,-I 2. ALL ALUMINUM EXTRUSIONS TO BE $OM-16 A"Y AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHETY2 to) AN !E cn ZO %u 0- N A N/A NIA N/A 1 12 1/2' 1 1 7 0/16" "I". I I � I 4"o-vitt. 11 WWI= I 1 3, A-, ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 4104-H14 ALLOY C4ORS SHALL BE NVI&LED FO"OWNG ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OW INC ANCHOR'S MANUFACffIt ICU +gB4O, -1EE.3 ___ - - I . - - 70* OR LESS 2 gi?w mf�, SEPARATION ----,,- � III, ..... - 6 PANEI,$ MAY ALSO BE INSTALLED kORFZGN`rAU,Y FOLLOWING INSTALLATION DETAILS SHOWN ON BECTIOV I THROUGH 6 fSHEFFS EIL W �- -0 - 65 < In. N/A I V/A 2' (BOTTOM) I - - 10 GLAS& i Y�g w V WOO - 4 ALL STEEL SHEET Mtl[AL PANELS SHALL HAVC ETTRUCTLAAL QUALITY STEEL, ASTM A-653 GRACE 50 MINIMUM, 0-60 GALVANI?t�D THROUGH S) EXCEPT THAT 0EADERSQ A (1) SHALL NOT BE USED. - . = N/A 6 ___T - N/A 3' mpi - SEPARATION - I 12, D,t SIEE_- DEST"IM WIFY- 922 s.. (AFTER ROLLED), 7' -_ I i - --- N/A I A, 1/2' N/A I 4. 1/2 10 Gum. 1/*_A_2N?4'_rA- ". � . � - i/,.8E*7-,�1."- a I 2 Ifie uh 9 9. ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESQUINDIFIESS Or THE STRUCTURE 10AME SHUTTER IS TO BE 12 12- 1 N/A 12, N/A 1 9 1/Z' N/A 9 i/2' N/A s (BOTTOM) if R:-.'-' i .� � �1 . � -su AT",- BAT . I I r 1/4*2 Tot= 5. ALL SCREWS To BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESW.ANT COATED CARBON STEEL AS PER DN UTAC= TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME _____ I ILD _7_. f - ; d . . I 1 12- I _N/A 12 N/A 1 12- "K, I � 9 SOCTS W/ 50 W YTELLI STRENGTH AND " kst TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA $1.111-DING CODE SECOON N/A 12' N/A I 4, (lop) MI-1- - - SEPARMION . 2-1 _��3.4 10 EACImi REGULAR STORM PANEL WITH ILENGINSS OVER 90�. AS PER SECTIONS 1, 2. 4. 5, 5 AND ALMINA"IMES IW, 3W A AN ON . i . I - � 1 - - _.... !!I 2 0/lIL' VII,. - i - I � - z 10 OLASS, EVERY OVERLAP I, EVERY mow 9 & VOLTS TO BE ASTM A-497 GALVANIZED STETIL, OR Avg 304 SERIES 5TAINLESS STEEL, WITH 36 Uv 41NXW VIELD STRENGTH ___�_�� /1 �, �` I wf' - -� I - I "SIN. i i SHEETS 4, 5. 6 A 7 RESPECTIVELY'; SHALL HAVE A LEGIBLE APO READILY VISIBLE MARKING INETTRUCTINC OWNER OR TENANT TO 1 1 2. 1 1. 12* 1) I � i I 4( , _- __ _ III SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING - a 9 I. - - I , I - 11 * LIMITED TO 06�0 pj.�#. AS.D. DES" , PALESSUME RATING __j - 0 1 f I I zi __I i [ , I , If " 7 ANCHORS 10 WALL SHALL BE AS FOLLOWS, IT. THE INSTALLATION CONTRACTOR -11S TO SEAL/CAUIX ALL. SHRITTER CONIPCINETTI EDGES W4ACH REMAIN IN CONTINUOUS �CLNTAC-t WITH - � 1 f I; �, ; i p I 1, - -L-,'-,'- ;, ., i (A� TQ_Ua�' -40M THE 1AIIIIIING TO PREVENT VAND/tAIN INTRUISPCIN. I A � I � ' I - 1142'0 TAPCON ANCHOR$ AS MANUFAMNEAD BY Ij,W. BUiLDEX, INC (M-, )'4192 pml.0 12� STOW PANEL INSTALLATION SRALL COMPLY WITH SPECS INDICATED IN THIS ORNAING PLUS ANY OUILOPIG AND ZONING REGULA110-S FRAME OUTLEENC, 6t .,, " � I - 4 ,eEIIISM�SQ 4 SEE %V!er 26 FOR ANCHORS IYPS & SPACAC to* INSITNUATIONS INTO WOW + REWMICS 1k;A, =ANCE BETWEEN BOTTOM OF PANEL T i I r 0! AND (1) TO BE, 1/2' i - I I J, - :� . ,_ I : 1/4� x 7/4' CALX-IN ANCHORS, AS MANUFACTURED BY DIEWALI INC, PROVIDED ITT( THE JUINIMTKITI WHERE PERMIT IS APPUED TO, IIAMMUM, ANNOR SPACINGS ANO NATIVILIM EDGE DISTANCE AM "DEATM 4* THIS I -1 � I I R �, I i/4' v _V4' SOM-WT ANCHLORsi AS DISTRIOUTED By ALL POW SCREW, OOLT A, SPECIALTY C-0. SCHIEDAM FOR It& LESS THAN IND! ON SCHEDULE REDUCE ANCHOR SAACING I I A ____ 4��M.0 C.,# - I'l, (.) THIS PRODUCT EVALUATION DOCUMENT (P1 0) PREPARED ff, TKS ENGINEER IS, GENERIC AND DOES W, PROVIDE INFORMATION By SPACING SHM ON SCHEDULE Be THE FIXIONANO FACTORS " I -4 a � E9 1� a, (Mll V.'SOUG P�..,4) THIS OPMOON TO K POSSIBLE REDUCED SPACING OBTAINED USING FACTOR 14AL11 r � 1 N -1 I i � 11 - 114-10 PANE Tr FEMALE 0 & AANCLVATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRU-CTION PRODUCTS. PUP A SIT- SPECIFIC PROJECT; � 0� WHERE THE $In CONDITIONS DEVIATE FROM THE PmEO, 'TED FOR EACH ANCHOR TYPE AT , , zi 1, - I I I; � __`k j 11 � , _ , (b) CONTRACTOR TO BE RESPONSIBLE FOR 114E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS- PRODUCT v___1,1-/_1 - I , Nor RE UESS THAN MINIMIA61 SPACING RIOKA - ' L i - I�F_r _.] -, - I __ ------..,I ,_ - /A`# ZAhMC NAILIN ANCHORS, AS MANUFACTURED BY DEWALT. 101C, ANCHORS UECEND ` � , - 12 _ , 4,_� DCUMENT � L � EASED ON THIS P.E.M PROVIDED K/SPE DOES NOT DEVIATE FROM T14E CONDITIONS DETAILED ON THIS D - � __ --- 1 �� - 2 .. 1 , I - I -1 -1 _� - - FOR ELCO PARELMATE AMEN C0145TRUCTIC01 SAFETY AT SITE IS THE CONTRACtOR'S RCSPW,*UtY L - -1 ;�o - M l�, _ , w- I ____ A 1) MINIMUM EMBEDMENT OF TAW)ON ANCHORS INTO POURED CONCRETE SHALL Of I 3/4. 2 liti I IC '. ,6 Ile. Of PANEL �_ � � � � ,L- 'I ANCHOR TYPE _jj�4 ++ REQUIRES MA. DISTANCE BETAECN BOTTOM 8 [ 4 �_ � � � to �, I __ t 11X` FOR WW NAIUN ANCHORS� U2 j - =Vi�� , - - _ , -,- - __ � ". j "I I L�A;4.7.vm ., - 9 --I g.-,t2o.s/.- M,5� 'I INICON PA"Ablar km 111� I AND Q TO SEf 311V I .111liv i -1.2- t .11 I . I FEME In 11 . .1 wm JA ELwWj - .--_ I I � _ PEN� ji 75- O.0 __ ,_ 1 - (�) THI� PRODUCT EVAWAIION DOCUMENT WILL BE CONSIDERED LNIAILID IF MODIFIED 0. Mom vAcm IL,I) 3 a 3 21/2 " y 11 ! r' tm I ' ="W!JF:V/1' Al) CALK-N a SOUD-SET ANC"ORS SHALL OF EMBEDDED 7/6' INTO THE POURED CONCRETE NO EVOICOMENT MID I ___ - __ P, - :11./ .I, , -, i�. � " , j . 81 --- STUCCO SHALL BE PERMJRTED� Itle v-20 SCREWS, USED SHLAU RE I f/2" LONG MFNfMUM SHOULD STUCCO EXIST, <0� SITE 5PEOFTC PROUECPS SHAIA BE PREPARED BY A FLORM REGISTERED ENGINEER 09 AROHI�_ WHIGH W0. BECOME THFE axwo,PPAR, �� DO z ) 3 3 ,-L - V1q2_1%,!`=v*me1110�d0N 0 __ZJ141644�wmm ,. V/ I t -1, "am m=, X* MAL$ - I i� 7= QI` �j, V, a0"If __ �" 0 - - _____ ___ _7__1 " H C" FIAT OR ON COGE , M ,4' - , it , AND I� MINIMUM FOR WALLS WTTH NO STUCCO, AND MAr BE HEADED SCREWS OR ALL THREADED SCREWS W/o HEAD, ENGINEER OF RECORD (ED,R,) MR THE PROQECT AND WHO WILL BE RESPONSIBLE FOR THE W* w 3 "/2 "a 11 14 - O 4:_ 31A* o W/ 7/8,W/32. 41- 1*1 IT �:-� Imm NOTE 14 mmb*� ',� ') �, , I ii , r 'r 0 Ir ac BUY WITH WINO NUTS PROPER USE OF THE p E�D ENGINEER OF RECORD, ACTIHO AS A DELEGATED ENONEER TO THE - AOk&!L$- -NEED . FAMN MX.ftl. two , r � ' I W C,,Pt PiED, ENGINEER, SHAILL SUBMIT 10 'HIS LATTER THE SITE SPECUIC DRAWINGS FOR IREWM, - � _T ------ � 7E; 1 -!/.* - - - . � l/ AZ) IN CASE THAT PRECAST STIONE, PRECAE3t CONCRETE PANELS, PAVERS. STUCCO OR WOOD OCLAIRETS A FOUND ON THE , SO - � - , '/" ml� , PENETFAT 'RE BEHIND SUCH PANELS (O 74S P.E.O. SHALL BEAR THE DATE AND CLANGTRAL %.A& MO SIGNATURE OF THE PROFESSIONAL , 1/2. �z - - � - �* I= QW& , , , 0 -LAQ =.Q. IT, - W/ - "whmp 4' 7 t ,, C? r ,� W. EXI-SONG WALL OR FLOOR. ANCHORS SKILL BE LONG ENOUGH TO REACH THE MAIN STRUCTU I'Ir - .w - WA" MQUNTING ��L�Iflrri ALTERNATIVE 2-�ff 1 i � %,L-- "" - MW 2-1" Alocto ' IF R6,41411 0 VICAMPH OF ?`U,Tr " ANCHORAGE SHALL HE AS MENTIONED h A,I) AND IN Am2), CIALINEER Of RECORD THAT PREPARED IT r 1w INEAUAWN SCALE I/#-.!- I i �, , OF ON WGIF I PLATE REOUiAED RAT - �� L _# 14. SHUTTER MANUFACIURIER'S LABEL SHAU� BE LOCATED ON A READILY VISIBLE LOCATICIN AT STORM _�_ - . L 1, ., it , (a) ,AlaUN2-cgwacLAXVLW-A,iL-AAN--�-W PANEL SHUTTER IN ACCORDANCE VATH SECTION 1709.9.2 OF FLORIDA BUILDING CODE� ONE LABEL I 3 I/v i: 1 I I= I - I jm ALTERN6ME I "w , � BUIL12-0i MINTING - 1/4- IT TAPCON ANCHORS AS MMUFACIURED BY I I W BUILD", iNC� SCALE 1/4-.i- , w LL RE PLAr SECTION 17099.3 OF THE . . 1, 9,44M. CEO FOR EVERY OPENINC, LABEUNG TO tIOMPLY W11i - I 1 , I - 1/,r a * 1,18 , CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT. INC, FLORIDA BUILDING COGEr 1= - ____ I � I lingo Alow - t/,f'0 X .�,/., $01.10-SEI AAC40ni AS DISTRIBUTED Off ALL POINT SCREW. DOLT A SPECIALTY Cc, ,. , �_ - A �FIVE - 01,I-To PATHELMATE FEMALE ID AND PANELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSNUaTION P4�W04111jujo, ', 4, , -. - . , 14104041", 1. WDLUATIONS ARE ONLY VAUD IFOR . MI"', I NELV LE=WFTN A,$ D� D ... ILOMIANAH'i, n..`1HA_ ."Al. ZAAANC RAILIN ANCHORS, AS MAW�FAaUAED BY DIEWAL1, (MV 1p.�W% - W n�, Tj �Av, UP 10 +tGO, -7&3 P.t AND UP to 5� O"N LOA,% sr �', '-`�� , "t , , - - IL smC I/A - T/v 0 'sV"'tn!�:.N , 0 E ,"a� h T, -.0, SCALE lle�l- WR.6tr '. - ��z It N, 21 FOR #IV* Now TO BE Sour"ERN a I .1 ;. % it '9-m III,,) MINIMUM EMBEDMENT UPTAKON ANCHORS, VLCO PlAvELMATMANC, ZAAAAC "LIN ANCHOR. INTO THE ( I,4 p . �,,� If , , �, lti_,*�_' =14% MU"'Im. semps `_'� .� I BLOCK UNIT SHALL BE I 1/*' 14z - FLORIDA BUILDING CODE Lkan High Valazlity Nut cone Zone), �\C,EN$j`�P'\ - P�NE No. 2- W/ I 'r , - -,"*I`,` �. s . *MO 14=, m rA, 114, 1. FLORIDA BUILDING CODE (Mgh Velach mv loans Z0101 , - . FLORIDA BUILDING CODE (H;gh Velocity No 'cone Zone) -; V,44 67 " S 24 WE GALVANIZED STEEL STORM PANEL _- �' " � f ..- . I ---- at. 2) CALK-i" * SwD-su AmmoRs SHALL BE Emamm 7/r ifiro --mr coNcRm, swcx uw. . - DFAIINA fW1 A I No. -am Wavc, iNc. 20 WE GALVANIZED . -"- �M; TV 1p STUCCO SHALL BE PERMITTED 1/4' F-20 SCREWS USED SHALL WE I 'Ir I-ONG ND I ... = : No 4 .. S MINIMUM S� 0 f X1 ST, * = " :*= STEEL STORM PANEL - 111� I'll4w, <4NF�f� z * * OR" LLrX2 =*. 1* - 20 GAGE GALVANIZED STEEL STORM PANEL , - w/v/moto 0 r%M AT TOP AS 1�,�$-. S F -_ -m- - - I � - Ww . BASED CH -um _NCAwF` -_ , . * B DRIO, fi" - AND I* MINIMUM FOR WALLS WITH NO STUCCO- - GLOBAL PROTECTION PRODUCTS. U.C. o"T, � low _AW . , . I SEE' -r S �0 *� si LTE 0 (�� .3S C RECUM . 61T��_,T�kvc?..,u_ - - -w �. 11 VRW . I ND" Ut t / _\ GLOBAL PROTEC'n Il, STFIETY "IntlImc kL�T) IN OASE THAT PRECAST STONE, OR FAP5^�ASI` CONCRETE PAN". STUCCiO 'OR WOW BOARDS BE PrOZ:.V ^ ` "GLIT TIRF1111AP & Iu`KlI._ - -, �__:-_ , JE - PROTECTION PRODUCTS, LLC. 'VAfV __ __ 111� I LIN ON PRODUCTS. LLCI illm %. � 8 t ,,. _Y42-;1� 0.1L `L =1. 20-175 ., - I�V5%- PtFim'?W&A� , 111W CO 1144: \ GLOBAL Am S.W. 5, STREET 14 f) Lit / 11LIECO C E,ISTAIC WALL, ANCHORS SHALL BE I= ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUC .( - - - - .t4m 4) ;'I'A. � ,, - Foumll D0")60Q_7*w ,ft v_)a".Hv§7 -;v a-e , _V � WNW. , .. RIZIE.LW-1216511190LIEL ALURUM TOP �:`, Q -my Allot 1',", ANCHORAGE NMI BE AS MENTIONED LN 8-1) AND IN 8.2) 1 i - 11 - - OW: 4w FILM 0.4NA1 . . � I TuIr n cA-0amn'. POPE 20-176 ; .m A, t,*� ,comov, I "1111011;1,11.111+0011, - -It W, - bRomms wm =#=ON A AVOW "I'll IL , A` - ff MJ -- (1154LINJI-IZ44l. PAW Mbqff�M7 _w. - -176 i%,,�',5.1,(,, ".."', SIAL OAT 10 JIM" W, 114MIAT , 0 11 , , ow _w 11:191M."."110 , " , ,�4�7wr , a% R% A �m Top & 60"Yok MOWITINas .1 - OLH)x_%,,, "" `T.-A.N,,e,W1 20 1 ��, sal 11 sm,�Sm*umr�IIAT - CA-10-1067% exi �� j�: MAOM .: . - = 0 Ea. .. �� I M -- - , - I - � W=Inul �4, Px -1 . - jaw A of 96 I, '*IF � TIOnIET TRACKS NOT SIIIAH NMA IN = I A 1, - '. �- I .q - �� J� � I Auz -I ___ - - 77- WW a or 2g 1 1 w mi MAKI 9 - AAS.D.__ 1 "I'll, I - *2/4 b, 1/4, 3/4. 4/5� 3/5 & 6/5 . - C MPOSENTS FOR REQUIAR. LIFE SAFM & E-Z HAN9 SIORM EAN L SYSIEMS _____1 MAYJM SING' F DAuri CHEDULE AR mgm , 3W/7 & 4W/7 INSIALLATIQN DETAILS FOR REGULAR PANELq (SEALE 1/2-i-) . PANELS INSTA"OON IKQ KWM CONCRETE. r&b=EM B=X A "OD (t) ANCHORS (SEE SCHEDULE ON Iw11* 2w '. . IMTQ POURED CQNCREIE OR ONSCHEIE BLOCK 5IRUCTURES -�,: = -E----- - - -- SHEETS 0, 10 At 1) --------- 7________1___/6____ __ - � _ . I � I, mft� ___ __ ---------- I- - _I!LIz61(T0TALW1DTH) - ----,-------- --- ------------ -2-lar- - SiNBLE PANELSrb UNEII&II I 6 0 11 I 0 0 1 v CONCRETE - 11m CONCRETE TV :03:= . � .. - +� -,- . - I SLOCIX - - -I 11 ,,� FICO"PED 7/1 REQUIRCIL _- ----- - 12,500" (FFFEZTK WIDTK)- -- - --- - _ - I __ 11 -.--- ___ jor I 1114"VIV 1 Af TOP OR Ew-wmLa4m it � CIL ts A; a all - - _11 - - - r__I__r_1_r - - -T-r--r---T-�--I1 - --- --- � .111, u Cz=OCK i - T:: - ---I,-7 . I , . I I ! .- I -- , - - ; I i �750, --- i " 1 D,M..(�),(�), � - I I i I ,� � I - I Zff&LjWAHMLAL1&QLU& CONCRETE ANCHORS CONCRETE ANCHORS ��1'11 ,� t To ANGLE 0 6 114 * ) _ (R W, � . - . �374 -, ,-7-1-1117 . Z;; . i -- ----- - - 6 1/4, fYp.)---- I .N ; , '12EL, : , ,,, I � I I r, - , , , � , i _ 'L+- OR -L-- (fQ 0 - 1 I I i SNEEI I w SHEETS 9 THROUGH 10) � I ,Z-,[ COHCRl7TE OR i . � ,.2iw '156, OR a 12 Ilr " I I . (SEE SCHEDULE ON _31t, ,, I - l.3�0* - I - 1,3iw- - I awl - i � - " : ,,, I I VERSED) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH (�)i@v i , I � ; (SEE SCHEDULE 04 --- � t.,� OUSTINO POURED ,=� � I I "U" 'L+' OR "L-" (ft.) 2 i I I ;L,�," � i I toINCTIM $LOOK f � 1 7 ,, - I I 11 _ " ji , � - REQUIRED r 4) - -.'/J��6.-:�,v ��_, /--+-\ mklamum ASIO, t 1 1 1 1 I � I-, - - � I � KOXIE" A.&D, CONCRETE a WOOD CONCRETE A WOOD i - I- -- ��i-��. MAX-_ V ,, - '. " � I - I 1 41/4' ,�,111�111�111, 1/4' 1 7' I.- DESIGN DES" - _L _L ___L I I '� _, , 1 I - :111101� - __ �, -1 - MME ,�, , . I PRESSURE FEATING INSTAUAT I I- - - ____ --.---.,.., . _ � _ _. CONCRETE ANCHORS I It - I I � 11 � t ION$ it � I - - _T_ I I 11 -i 1 - _____ � - � I I f (SEE SCHEDULE CNq - . ,, I , p 3 I \A_,_�7 __ I" , _� 'I -, (P..�0 (# P, -) L"14 - - -1 - I � � � I 11 - . I, ek , JI 3zYs- _ , , � - �- ,HE *1 - - � I - 'm _ � . I EXEC 0 C��_i;F . - . "% '4� _`11 L+ L_ - — I . -J.-, , � 7m 1 , , , ! I !4" , - - 1 1 1 I I I GRACE ao MINIMUM L ___ I . I . -A - - t Elb ,_"�','�� SHEETS 0 I161 . C-160 GALV mr," 71 2.1p t - - I I I � ----,. _r_ - __ -I 11 ;; - ,,, I I I _� - - ---. 1 � I ',�,,' I , ��:,,.,�,`,, - ---DETAIL A 4V __ ___�G_ _L2�__w ___!1L__Q_' ___2LV 14--t- 13�0_ . __ .- -Y C' 1 ! , � .) , �-, t1i,ii.) I I _ -t ----- - - � . - 1- I - --- --------- j___j__ __ � ,5* 1 - ___!�o f2--a- ,- I .-�r no I I I � i � - - I ! I - t,.� - T _3w--- WAR A -J L , 1.1w_ � i . I 1 1� - r _1_1 I I i . __ STORM PANEL 1 -, I - _- mi 11�8* D�-7- _4�v _1 , - 1 1 1 it, 41 I p 1 _01 � _r .-#* 'W- - � .. � PANIMS SHALL BE INSTALLED ALWAYS - � -236 --- � 3av FT' 0 _ - _L __ I I I I 1, - - � BOLTED PANELS W/ 1/4*-20.1' I - 01 I I I ,� i A ; I � FROM LEFT TO RIGHT W/ 1/2* LEO 5me 10T.-Io. ro!�,Q- 'Mo 101-10, o'-It" " - r , __ 'CS, M.S, DOLT W/ 0 0 EAL (7101,41, t . __ i - I � - � L, --- - - A�� ..�_+=A t/41=1"'a - ... �� AT-- - - l/#._2wf, "". AT END AT LEFT SIDE OF PANEL (�) WHO HEAM (�) = TWK (�) AKU-MM-M —40 0 — ._�_,_ _T _4 __S�__r _,;"1_2_ �S7` AS I "m A � 6. ',pl� 1�. i i � .� __ � , C, " - ------ - IN �� . I, III __� I 4aO APPLICABLE) ' I (SEE SECTIONS AS APPLICAMS) I i", IT 1 W=011 L � IT, 0 ::, __ __X� __ __ I ' . - I R , 21 � 7 1 � ,�� , 41SO _,Ii� 1= 9. 45-0 a:- .- L 11 I I SEPARATION ON , I I � 1� ,�� 'L - I 11 - _ � J 'A I - - /11 W= - I TO � g , I I I �� I CC PANEL. 0.024- (Min,) -1OT-_ _9,_-_s;_'_x-,;f" ____5Ox_1__ _,W:,F_, _ir_;;__ le, ", 7 ,vp, - , '! mm.zal-.; � WAR' � �` I 11 I I 11 i i i I , 1-i ,�_! I " 11 �. 111� - I': I i I ! I 11 - f 3 I -,=n-, ,z� i4y-w 4 I 11 I 1. FANEL LENGTH 0 - L- -- - � l�, i OLT I � 1�" I VP. TOP EDGE GALVANIZED STEEL. I - 11 I I 1, ! - .. 1-1 ''I'll" . I I I I- -1 i i fii-_ to CLASS -1 - I _14 V. a" 7_61 I v M IF `;� SO4UT 3 1 � � � _1� 1375,- -.27W - ___�V___ �4 , � PANEL �! IN 1AL It ii,#_ - i;�_F ,_;Z:�;7, -3, I i 1 4 - - - ILI M... W1 HEMMED FDGP- - �, I ,, ___ -.---,-- _1:2- I Z�� [ �, j I,' I tw, *PARO0q I I L I --mr - PAWL I Sao #*-a, I �,,S* i I i " I I , I (SEE SCHED LE 0 ; *V, U., _,' I I I � � I * � 9 I -1 I I 1 I I I � I I 1 -4 TO CLASS. LE - i PANEL LENGTH �� ____,s_6_____ ___!�_:!� - _2?�___7 1 1 ! I ! � I ON SHEET 3) _�, -I.- _� �, I 1/1)` fto W-6, I.,. I I I � I I E CONCRETE ANCHORS I - � J I I - r�._ __. L- a 11 -_ ,1 - t_ ,SEE SO4EDULE -_ TA. - IT. - - �� _ I - - - 3) //��_�Ilicl<, --- - _I'- 1�. I Wr- I / -1 I ___��O__ ___L_±�_ _z'__2" I 'y " I I i ! - ___ --I- I I (D. ;z I, n I , ) _i�SRLET -L- ON SHEET 3) ; I 4" ___ I " 1 1 1 1 1 1 1 � 1 - -C, I � I , L - - - -1 ____jiQ___ ___I� - _?�_o_ Pao 7'-S* @,-It, , I (SEE SCHEDULE - ,al ; 11 - I , � __ , - 0 ,I ; -2 - - - -, - -11 � SHEETS - ) IT 1 1 .r., i � . f I 4 i I , 1. kj O., 25010 --j 0 11 � M (�) 0 i � � " .i 44 -0 6� ; - 4i - i I .__._ , , -1. fli,to* 7'-2' V._e I 56% �, - -�;Z��---,,---,---�, - I 11 , -I I (�� or c� -_ I --- i - A. -I . ! ,>D, 1 107' 0 625- Is- I f 1. . - - ! ."29 ! ,,,,j I EXIStIN - ___T:�; __W__,_ I . - ,,,,,- - ,mg . I � - -'-- -- ' �. 0027c&` __.!H_ __L_�i_ �_!�__" Wo -- MAX , L - ___ � - , ,��,�.-,,?--.it � "".,,T OF 'C � GLASS 9�i � I � , �p , IIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I __ ` 1 02 MIN FIT I ` I ,_ FOR TLC I I I _ 10 - - ----- I /:I. FREAC � In., I x� EYEA 1 , , - � i� Ut i _----A I ___!, - __ ; _I , BE> , i r (m � A.._5 1 T, 9 I I F7 , I L I I __� �= .I- iZ%z:M1 ��___ a , 0-C �j,. -, h .X,., -41 - 01 T_'ll 3 4 z IA,_jHj I �, I .p 19 11 z I rtu,��_� I I I , __W:3� - -1 I. �,� g Mal sk i - _2 set*----- ,"ilio_,� - - I I' .IAL .w ". , L, OF *0 � _-f! � - � I 1, __ f:1 ) I 11 1��11.17 " ,F� � , Z2!,Q" - I , � IOP a - _v -0, 3/4. 4/ iI;e 9- i __ volts : f �,��glgfllx_� I �[ I I i ME? 6'-.91 a �2, Sao 7--97", _;�_� z i �I ��;` i I, i F - :- - I " _`Q'_,T� ,,� ISOMEM YJEW REWL A ��mk�, � I I , i .�;:= -1 1'� . __!�a _ 2/4 � FTL F , ___ /__ - ' t �- I -T�,,��_PANEL : ',,,)-LC& OR jli� _!�__ _Lf-- , I_J!!__ I 06 , _` - - I 1�11 I - 0 - 1- I .1 33'1 4S� _� Wt �11 ____ __T_r -iq;,-, R&D V 1* Loll,, I 2W/6, 3W/7 & 4W/7 i . : I I 11 1 I 1�, .. .... il I - AIL, .0et" I _: O&O -,. 6�toll I � - . --ANCHOAS (SEE SO4MULE ON SHEETS g, I 0 AT q� " I 11� I z `,_� I , � � Rougum CORNs 0 ENDS OF PANEL's I �10�� I t - � , '. - . - co� i I'll - i �;�I'i; F.D. -`�','��, , � I I— - - �,> I � i ,,,��, I I �:,,�, I i L - , � - " I � - )... 126, _TO0;__ _,;7_,;;7__ ___;7_1,0�_ Two 61 J* iIMM - � �'�',� 4� '") f J1 lt.378* _111-1 ENO UP W/ HEMMED EDGE� L � ,-- -L � 51 r - J11C. `4 1 I QYT,S) .37Y i I IYP. BOTTOM - - . . � I- - ,z AUAM-1 fO&D ,5'_�, _T_9 1,05.0 ,�� REQULAR MI PANEL d) EL "YTION ,/,.!t�! GAP /2* ____4__1_ I 1. . . I I --- I 1 - - I @ _4 1 6'-31 5 " I I - - . I � EDGE Or PANEL . - - __ - HIS. . - ,W112 =TPOL R,R_� I � - - � f - - EI!, 1-- 2-SW t , - '. 2.687' 1 1 -W- -;,-- - , I 0 12 Ilr 0,C t I (AS APPUCAEUE)� jO67" (�) �'KEY HOLE WASHER it" I - I s,-r I LA.0 S_ I i � �!: i I CONCRETE BLOCK I 11 I _�� . I . -46: N CON - -1- - " - I I I __ � " RECIVIRED, i (S ,-, - ________j . I 0 :_,�', - ------ � -- , I �� -1, 3JEO' TYP,) iOS-MI54 ALUM, ALLOY KEY HOLE AT PAN 1-750. - imot OVERAP -1 W&OLE MQLIM ; I � �� *W , I ; it" p 71.0 I .�To . VILUrd, 1�1�`,� ,072' 1 -0 - (�) - .- -, - - _H" --I - I I __ --- � I t , ____,,V - I ____ _ I ____ - 9 TMRD - � , . I I I I, FEE SHEET 6 FOR ADDITIONAL, 119.6 - 1 551 - __ ��, I, a IF lIr �- � 0) - ! I 2, 124' ===1 Al . i -1 5' 1-1 - I' #,;I'- I ir, . )NLY /,�, _� 1150-_ 131 /PvF,NJ _____/'0c', - - - � .t, � LIMMATIONS IF SUIVE UENGII- A I i'. -,Vo"'\ _/ ATERMOt iw�'rl�'� W/ A r I i 091, . :�. I -IN i : ; - III I - 11 � I - A25 L__ ONLY WLUD FOR INSTALLA 5 IWO 11, \—/ LEG LOCATION I — WHO, _ ,EXISTING POURED CONCRETE : '. ( OW3 WOOD srkucwws� MINIMUM SEIIARAMN TO ,CLASS' SO4MULE \T_/1 09 CONCRETE BLOCK � : ,�2�0- � " D9 sum z W P r�' � GAP % (j4 ABC USED & W, --- '(1) —A L_( I ) � PANEILMATIPS , I - : ll ` MAXIMUM i) 5UT" A ALTERNATE CONCRETE ' � REOURM � �S, I _! j__fTST*O POURED CONCRETE CONCRETE ANCHORS ARE USED, I, � � I-- I—- --l., _1 - . m'i PANEL L04M WIND SPEED 4 770 01), WOOD So= > 170 MP.b 0 STAOMED W/ ST0fF zA -- 2 (I ANCHORS R CONCRETE BLOCK WOUIENID, --2-OW'-- OEO 3 ") - ----,- - (SEE SCHEDULE ON (SLEE SCHEDULE ON — --I%r , -f . �Iw a. I U�wms�mmowmuv I NCO UNRESTRAINED RIESTFIVINEC, Reffm Nk SHM-m 9 714ROMH to) SHEETs 9 THROUGH 10) '- - --2.548- - -,-- i.-IIS , ,-- I (TYP44 Coo FT __1 I � 30 OR Las I . I I* a' 6 1/4- 00) It+; 4��UMC=AIFL FOR A ON POSMYE ASZ. DESIGN LOAD. I .,Do . - - �750* .2w- - A GIVEN NEGATIVE XSZ� DESIGN LOAD, . I , _0 - T ; � (Y"') xs3 To go I- 7 1/1- 7 1/2- Q) PROCEDURE TO WOOOK MAXIMUM PANEL UENCTINI I �) REV. 'H' HWER @) -U- 8=11 ____ --I' MIN. TO 5' wx. ----- ,-L- I I 11 0M A POSITNE AS.D. DESKIM LOAD DETERMINE MAXIMUM PANEL 11ENGIN 'L+' FROM SCHEDULE � I >90 TO 145 T_ 1 1 , 7 TIr __1I/_1__1 OKN A NEGATIVE ASID MIGN LOAD. DEMRMC MAMMON PANEL LENGTH 'L� FROM SCHEDULE mokINT (R SLEEVE 11" MAX, - - 2,000— t I ,_ FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE INEAMABI DETERMINED PANEL LENGTH RUILD-OUT MOYNTING n" MONTIN WALL MOIJ111ING � 018 Irldillu nio 1 ,145 M I I I I- - 7 1 �Fl BETWEEN "L+* IL-1. SECTION 2 ANGLE . (3) SEE SCHEDULE "90,00 " PANEL LENGTH FOR POROSITY TTUNJACAJRDN� ;pPw j � . ;9m ; .14- - -----3,OOO* - - -i�i.--� W67-TS ALLOY ",*OHIO##""" kul j BACK U twm&_m&mkw t INSTALL011IONS, IWO WOW ARE U - 411MR) I 05 P'" MAX ks'm or" pfu�SURE I'LAITING I — _.`1 I � �,,��400- T,,"��i� A, TQ;N fl-, 1/4* . - - - -1- , - mm um I -Xiv *r* W&D-M 0, 10 & IT ACT VAX ALS,DL DESIGN LOADS A, VAX. *000THIO)ANI, . - I MOUNT I "E-AM ". I - AMU I "F* TTMOX �i, 4metto EN SPACEPRIS DEEP, A'vl��W. lk"!gq,% z000. f" vt-,-� , 1, 19i oisfo_4� x * 7 Catty Hu cone Zono)i I W/Sm .nrm locity Hur cone Zone) . HU, 'Cana Zone), 0 E I . Cumpim - r tizaill wm WIC, I r� W N. _�I_ ' i TIT .. * .** nim HIM M - ECI MOUNT 46' 1 32' 32" 1 w w So. _- : '. ;- FIT, E .1 � '* - ,*A" sm. , ANGLE TR�Cfl �4� , I'47`1 ENS .-�� '. - � _�_� TOP � . ;, . 1, -TIA � I' __ _ po- !;Z-- -,,-I - -O,,6j,1ji`___ _. - , ,t�%, f I.O I m = l r It " * (M ONLY FOR t-Z HANG STORM PAWL i __ _�� . i i, F1 � 11 .1 'A'Ekse - , 1� SYSTEM) W63-16 ALUM, ALLOY . . L14 _�� J. � 11 AT �F I'm L_ -----, - -A" No. 44167 `L it FLORIDA BUILDING CODE (Non High Vol , FLORIDA BUILDING CODE (Non High Ve -, FLORIDA BUILDING COPE (Non High V*Iocfty i I �- . . 1.617 +:� 1 WTTOM � - - - I , *i� 7, L*m , L I � . = w 2 I am TKI'm MI . t 24 04GE GALVANWO STEEL STORM PANEL -_ - , =- * �' * - DWAST, SIT, 9 F as. 2r i;k - - I - � 24 GAGE GALVANIZED STEEL STM PANEL _2�R 44167 24 CAGE GALVANItZIED STEEL STORM PANEL 6, , __ ir I DRAWN BY 7T- _ ,_ - - . - 0.44167 . = - I I 0 0 I 50_L � 1 :W 32- 1 3r A2' 1 * L � I Ilfp.) -1 "t S-:5.. '. 1. . - - , MTE OF .." - z 1_5-XLS- MW ANGLE **- � SECTIONS -Z * ., * 2 , - - � - - 2,DW'--- - - Is � _ SEE SECTIONS 1. __ I - ISO I 0-. p oll. .. 14, v/p/ma . � -01. - - 07/"/Zm T EDR COMBN99N QF : - - 3 *F' TRACK 32' 1 4r TATE, STATEOFQ41,;�w-r-�_L::_ / 11LIECOme GLOBAL PROTECTION PRODUCTS, LLC- ff"7/' -, - MIN �_o " , �It MORAL PROTECTION PRODUCTS. ILL.C. - — __:wi�_11 s�-�C,% E OF -- / �\ ;�O�PROTECTION PRODUCTS. U.C. ' E.D. - EDGE DISTANCE s- -:5, PAT - I I * " 1XIL - I a WMIC -S-WL 51 STAMET (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE - %j im f .= ewr IM STNEET , - - __ - XW A (1) SULD-Our *r TRACK � COWPA04Y &WW_ FL U314 SHEUS a & 10) COMBINED IN ANY WAY TO SUIT ANY - wmrl F_ M31 �iol;r A - - . , � QUO &W. 61 STREEt ,V- 1 3r w � ^,- (up, .. I 1w III. 20-175 ' C� _' 'tOR W�- ____ - __ _� -175 0111w . �)= =I W11 SIDE CLOSURM � ?; = - -aw OCK)SIA-7m, to; ti��m-� --- - m Lee 1 1�Wt__sz=_1_%r I " 111 -tw.ml '111-1111�, "' __ ___ __ . %Am w vIr M$-)Xw-" 20-175 115� Ll .,..* 9 %1: . PHOW-1 PSI WH)"qtTIr7 20 `� �'I'v-11-1.,."'I'll - TRACK ", I INSTALLATION- svw�' M (p) 8WILO-OUT WIr 8 RUILD-OUT *r TRACK @ & 4�� WASHERED WINGNVI ': IF P"' -.1 - i-I -.f - Ir. ft 1 __J__75_0_- ___`j_sr 1 32' 1 w I w I sr I , 11 - ORAW" "'i .-..Y - I volovot I - (Zkk4AC 3 ALLOY) gmAakviwllt�w - CA-00"m I 0"Lm - � CA- 119 WE. , 11 . V00-URE/AtTE . i , = A. T *, px - - . I mialwk-TIAM/0"t �wl __ __ L,j,,�, W&I'm A. TUR skm I w to P" n p -1 I "-- A. I I � � 1-19E - ii, i IRACK-ANU — J___ I ____L____ U 1 4 1 -==— .1__,1_1_.__1 - I 11 . � . I � a" .ij — 11L I I —.--- INSIALLATION 0EINAU FOR BEQULM PANEL X - _111 INSTALLATION DETAILS FOR REGULA PANEL (1� ____ - I .__ I INTO POURED CONCRETE OR CONCRETE B=K STRQCjLJRE5 I - . I I INTO W0QQ STRUCTUREa � - -- I � ---'7,, -- _.___T_ 111 ------- � ... _��, - 1.__i�l . .______.___ I INSTALLAIMN 12EIAILS FOR REGULAR PANEL M- I INTO WOO ,,, 7 - 7"., , - 7 , :�-,- I I -, . ,; � . � � Min_ I - I , I � . I . , I SEPARATION - , , '� q�� . � 1) - ��_, __.. ciii I I I/ - - � I ALTERNATE CONCRETE - � . _�i'� � WOW ANCHORS - - I -I- III --- - M GLAM ____ I � ,_ I �11 : I '-TSEE SCHEDULE ON �',, � I EE SO , ; �, 2 ALTERNATE = 0TOTS LOCATI � - 0 � , I - il- 1,41-2ml. F (S 4EDUu I 11'1� I I : ,-, __� l 11 � � '. , , . , - I " � � 4) S.S. ON SwxT 3) - �. I I - � r __17_-_-__1, 1 4 � : - 0011NIMEN . I " sm em. I , 1 EDULA ON -1 SOL vw, I I , " � � SHEET it) - I we , I � - - _,',�, , " .: e , �� ' MI ,- I I CONIC E ANCHORS � SEE SCH - , .... I ,11 - a . - L 4".8, ww arw& I .,� �� I . � �,, -1 11 i , a i/C O& I I v. I (SEE RET EXISTING POURED OCWGREfE,_ - , -- � I., aw - - � EXISTING POURED CONCRETE- ; $HCEIS 9 THROUGH 10) OR CONCRETE ELLOC9 e-,',��-- 0 - ,,, ,I i p_.-.,j_ , � + =%:-, ADVOLEAM OF EXISITINt WOW ' ,/�/ ,_ 'i ,i �, , I I so SCHEDULE otf ` I 11� I -1 'i", � . - �� (n _60 EETS 0 THROUGH 10�, OR CONCRETE, BLOCK � REQULJLEO� " � , � 1'�,�' � , I ,� I ; I I BEAM TO BE CERTIFIED BY - I I 7 , I ---C,D. I � � 11 itl __ , , " , ; t ,� I REC157ERO ENGINEER '�' ,��e -,-, I, , , N 1� I __ I 1�� , " I OR EFT , 1, I I I I EXISTING ADORED , , � I � , , I , I 11 r,; � �, . r " , M , -, ------,, 1 "'--,- I I L. a) REQUIRED, �U �� , , 51 I t �,_],__ 1! Mo. , -1 � "MNATE LEG CONCRETE ANCHORS �1, WOOD - �,,� 11 - I 1, I I I PANEL LENGTH ARCHITECT mow TO SHM __ �, ��, � � , 0 , 'T ", I , 1 20 WOOD ANCHORS - _�,_ �,�' � �� - --- , i I I lxmvl� - - ____ " : (SEE SCHEDULE 11- I , REOUIW�T 11 _ �, i . � L I wSTALLKETCLA. ,_', , , . - I' ML,L - I I I "I'll, � I I W .1 � 1/4' 11 �11 I I _______-4VIb-'-- ON SSHEET I WOW ANCHORS �� -, I --l- I E STOUL, 'IN __ , " ON . t � PM � � E MI* KY. WAS10 WEAD (D (D SM13171. '0 _r ,El -,-,2 - , ANCHORS ALTERNATE " '5� .. I .- 4 " -- 1, - �, -3 , �� , SHEET it) i I e SEE SCHEDULE ON (SEE ScHwuu: ON " I I I !I, � -ED - "A", '4," ,, p i- 14 Mo. I , 0 A" I � I -;- I __ - , IiII :t� 1 1 ! I - SHEET 11) SHEET I 1) . . - I I �`ED_7;1_4 It/.--2olv- " " W/ NUT "I )I/4- `,�Vl , � - /, � I T L - 1�11 i , , I - � _ " -4 W." HIA 1.14M HAD _01 , Or� I � saw# 09 114 - I I / - - _-,., ! , v,lvn., SS. �s W/ HUT j . I - I 11 ! 1�n - , I -(- .,,, � I J I � : - - , . r rl� - s It - . . I - I MKIC. _ - ,,, M��_. - --I 1� � �. , �! I - - L - -'--- -- I " L' -__ pf , . _, CONCRETE ANCHORS r .r - , � 1- � , � �, __ - -----,. , " , � WOW HEAD - - - � v -I C ��, - - : , A EQ; --!!!d i 1/4. WOOD HEAD , I ��'(SE - , I ! p � - , REQUIRED . , I I - - --- I - __ I - ____ ---- -- I I --- __ � __ t I , - I � ,�, i � ----- 'FE_ I REQUIRED A )� 'i Ar � TZZ1, 10) - -, - I I . �, � 1 [ � - __ -- ' _= - f -- � Z == i - 7 =, I - _MAX--_-___1..- I 11 . i z 11 I r, I I � I ; : � � - I - *__ _ 1�41-IIQWI' I -� " i - .i - . - - - T ED, , -L I I i .vic, ! i -) __� 08, " I .1 L � I �. . 1� I 'L e. - "'U" _+__0 — a (��71 f 6 � ,-,�", � . V Ill". L , - 4 - I I � . �Rjj , I ! $114 � A : WOOD ANCHORS I i � � -,.,-�tf,� �/,""""i , : PANEL LENGTH u - : !h I ' I" MAY. LONG AI_UMNUM SPACERS 0 V2 1/2' i (SEE SCHEDULE j � � /r, � I � ::: 4 (SEE SCHEDULE I I I I i � � i ,� � � � " 14 i I r � Cu ffmpoi 1 --cl ) � E-P. �,,',�, I ON SHEET, 'I Him � r i f�� _"04� (SEE TABLE 01 ON SHEET 11�) . SHEET 41) � i :7 MIA � � � ,I I , 4 - g Es � !i `�, ) � :�� I 1/2' LONG SLOEVES, EPARATION T I ; 0�1 � -, i = :> ,,J� - 1 . I � I � ." " MI., . I i , "�, f4i, � : FOR PACE I __,O) I � SEE NOTE - BELOW FOR LIMITATIONS FOR ! t - 4 m � I , , ,�I�11, I � r1t) ,,, L SEPAIFATION A TO OLAEES� - f PANEL LENGTH LEN"i � - CLASS. .. I � I '�11'�", ,,� - I MW It SCPARATTDN I 'L� MAX, 11 ILI MAX. 10 ='" 7 � t i �1�1�?�11�� ."I'l -10 I i TO MASS. 0 ION $KEYS lm_ � T � � t i� O� � -T - �, a 1 � SCHEOULF, "_ , , SCHEDULE I I � It K ". 1 �, TTON TO GLASS ', B A log . 0 I�L I IT (SEE I EL L , - "" �� "�, ' '_�, . A' P1 I I i PANEL A : : (SEE SCRED , (SEE SCHEDULE (SEE SCHEDULE It J! 1 _FAREL MATE FEMALE 10 0 PANEL MATE I . - I ` I ="-41� � W121AW 1 z.=;'o : - -I .j I Zml SPA03 ON S14EET 3) � ON SHEET 3) C. - __�__.__ -1 ! - ON 5 E 3) - � 1 � I ON SHEET 3� iil'-.� i Mml 5L M TO CLASS. - 'I-_ -_ --- .1.4 %* M - - I I - 1 lzz r. I -1 (SEE SCHEDULE ON I ��,rAll , .. = PAWL . I I � .� i ; PLUS SEE SCHEDULE ON SHEET I 1) 4 .L ... ... I- - . r , tsn_ scHEDLU ON SHEET 3) ILI mm, L_ I 1 I 1; w I), I 111 - , 'I L 4 . � I I PANEL LE14M -..-.. . - . 1. Mo. I I - qh- I -. ao 4 - SHEET 31 .. .. I - I -11 -1 : I f , 4 �_ __ 1 1 f PANEL LENOTH 4 2 - -L ;� -4,- V, 0 1-C J- tL - - -_j._ I I 'M Mi., : '-' 4 . c MAX. ____ � __ i� -,-.,...I - ZMM (SEE SCHEDULE I -_-A I UDGFH DOW 1-in I I I - ,I � , I .. ! #w_,I___t______-- - --- L____ - ; OL a . - i � : (SEE SCHEDULE lt PANEL I&&"" (1, - i�ll 0 1 SEP I W=I4l O:a SCHEDULE , ___ ____ I TLAX I � � PANEL LENGTH - - I 7�n : I � I __ - -I - - � . i I ON SHEET 3) ; L ' ME'j. - - L- I 11, - f- - --I ON �, ,3) ! - � I - M. TO (SEE SCHEDULE ,il. [ ON SHM 3) 1 1 i (SEE - I - i =_111 DUS71NG 1 2*94" W6W - N SEPARATION I I , UT.119 sm"'Ll �, E�XwNq 21 -- -_ GLASS ;4SEE SCk1ECUUE_ i PLATE REQUIRED I i : ON SHEET 3) 9A.SPi _J___._ ___ __ 0_ TO GLASS. I i MASS , -_ ; _ - - -_ 4 , ; -(_j) F__ ___ i . I L 11 -1 -1 L ,-L'---- I SEE SCHEDULE - T t___._`_ =� r I ON SHEET 3) ' ----- - - I— _A', .. ...... . -- ,-,--_.j ,-, -, - -I----I I , DIRECT MOU SPACER 6A Y� � I I t *Y� .. ...... .. - I I It I c I I I I ON SHEET 3) I � F � I I A - �___-.'� -_ �_' - ` __ I * I I __ �V�11 � I --- � ; AUERHMI-21W! - I I I � I i 56X 1 - _'11) OF _L_ __01 11, "" I i 4 I � -,",-',' I ' 1-111-1 I,- � � �,t- �_- : � - -I < - I _ 11�lk C/) , , " I _0) � I i - --if _01 or It, I m t� I '� '`�-�""L- "' ��: - 0 I � � 4i, SCALE 3/8.i, 11 $01c � 0 a - I I OF .,-- I `�`,',',�`,,", '_'�'?,� Mo. �" --,-,g,' � I , I MAX -,� .'T,,'.�,,�t�� " ," i I ; i z ' 0 40 - L I - - 'f� ; �V,&', I , 'Iii 1�f.`� 0�11 1LOX v J J, I I SEE TABILE'Al ON SHM I IL FOR MAX, PANEL LENGTHS 46, OF IV � I _ I ,. ,5,i, SPACER i � I IT 56X 1 I- r- 'I 0 12 f/2- O.0 7 1 � � 0 R _ , I � E.O I 111 � , i � a I " INSTALLATION, 14 __@ I � It __ - � , � i - __I � It or V � i\ ,,, � I - . ED ,� 1� I - I I ` � , If I � a 12 1120 O.C, � - ' __ - --- --A------ L � t � �� i MAX I I MAX. - - � ,, , I_ I . I , I I �,, I 14 _ I I . I I I i I 04--L i�_ '" 10 1. I (D S ,2- i --- ---- I@ IF , � � �m -1 . I I 11. -1 4; - �'��, _L /A I I I __ I . I - - J I I - t ::::zz: � 1, I .", I ;i I a 12 1/2- Oir i I ._ - - I 7_�r� ' - .... � I - __ _ I "/r-2w, I ___ . - L - VION �= - � I �, _� I --- 150 _v .1 I � ,e .w SOLYS -0 - � I_ �� ! a i/4, o.t. � !If , , i I - - - - I— � I I ,, . 4 1� C . I ** mm L� �_ , __ - , I L _. - . I I �, ,.,:,,�� ,, I � 1� 1�� - I I-- -I - - �t�' . -1 ;i L___i ,� ! 1. . 1 2 i k : _! -4, ' , L! - ________ , . � � STAGGERED W/ STAND , 2 i� W - " on I L" __ ,.% � ; _ � � _- CONCRETE A.4CHOFS _�'_f/'��' L CONCRETE ANCH "I L ! -'--- -- 'J - I i � : : ' L I , =5 `� . _- L - -I-- - --- i , EXISTING; POURED, 1. �_ ��, (SEE: SCHEDULE ON ,,'�,.�-/,�; - (SEE SCHEDULE ON . -_ I WOOD ANCHORS �fte_j CONCRETE � 11. OR SEALS SIPIEETS 9 -144OUGH 10) ;_%111,,� C4. SHEETS 9 - 2 1/8- LONG MIX. ALUMINUM L- - - - 1 j- --I..------. I " 4 OF WALL �11 9 RACERS 0 & 1/4- O-C. VAUD FOR �"_ , : � '.1 � . SPACE" 9A MAY BE I fIr LOW W,. I - *ODD , I : � I j �� I RECUIRED __ T� " �� 0 2. 0 " "�%_� L_ ; -�� L &WITIO POURED CONCRETE ALL DESIGN Log* AND PARR I �'11 ", 27XS . _,�- I -,- I (SEE SCHEDULE ON � __1 --- I � ---- i � . � L i ' - * � f --- SHEET I 1) I I � 2'.4' WOW - 17' ' � L " I In EXISPNO, POURED CONCRETE I 1 1 1 1 I 11 (1) INSTALLATION MI 1=100,�Elmr _w I .. __ DECK R � _ _ _ � , WIDDO A14CHM 11 `,.-'. �1_1;_ LENGTH$ PER SHEET a, i � � I -- - - RECTUM , i ' . �%' *1w.L 1 �,-, � , � , � ,?"' (SEE SCHEDULE ON zz 11 , ,- -_ I k , S As�� C E mcso� ; � EQUM� of? CONEREn BLOCK 2'W4' WOOD __ ,,� I � � I �1 , _(�) MIN, JACAN ow FR=51 ANICHM L 'L'-,-.,,--- � ��I' , I ,� �!! SHEET _" "I 11 I PLOUTE L, i I � , � I i ; F � emsom HOINT, commucalf memomso, on 54M FT), I (SEE SOM DA!_," � . " Cz 0- 1-1 - ,,-.A � " tiL � - _=r11D11E'. ; , 11 REOUSNOT. 1; W, LEND ALUMINUM SPACERS 0 REQUIRED i , '. T � � RED ./ I. Z,_=L_= _ LE 't-==-,_ , I ,, � I 11) LE ON 1. ,- I � , I SHEET I 1) H - --..LD- � � , _ 1/2* ETC, (SEE 'TABU #1 ON I" � ; , ; ,,, , 4 "-I , Q4� WOOD ", .- SH 0 (JOH 10) SHEETS s At 10,7 , , I I ,1� � OND REOVIRED AIMALE 10 OR I � � _� 4 1 1 w AS THE mumm . "011W , , � *111 "I I 1 � . I (SEE SCHEDULE 1. - L-1, , I � I "I P*m`E0L10Ec`tC`pw4m1H`wu== L. ITT . I C� : , , - 'I., �_, � � � ii I SHEET I 1) 000m Ifft I I =X1 A, mmmmo FROM ft TIr 04, VAMO = ON I ,----e ui- - .)� [ 0 a) , � 1 4 . � I I : "" � �, I MUNG AND FLOOR MQUNTINfi fh HE a NT114G WALL MOUNTING IDIR WISPACERS (M OR . � , 1 � � t (1) = AM DESIGN PRESSURE ; � __ I � 15 "m -45 w m Cn I i � . - j 1 (3) MAL 24 ME POOL L04M IS UMM TO SEP AT ANY GPDANG im %m - - __ � __- .. � - i " 6 A NISTITTICION FROM LARM PANEL LOMM ALLOWED ON SCAUE 3/8- I' SCALE 3/8-1* SCALE 3/8-1- .. GO OPAN STOW PANEL LENGTH IS 1 WALL MOUNT Mo I SWUIAL sLw I 1)� I co I 11, I M�G OR !i 6NQ EUM UWMNG BUILD -OUT MOUNTING L. 43) 1 (4) X%CDOW Elf COAPONEXT #M SHALL TO AS INCICATED ON SOW PANEL ; A E51 UNIT I I WALL mQuama _zw WE= "a AN .w=.ts.Em. 1 SCALE ITEN I � i ,1/8-1- I Y" 16 we mm., 11, 11 111wr SIT zwoll --- SCALE 3/13-1� " fn L � C-12N S NO.) Or ;r"m I 00".00011% SCALE 3/4-il SME 3/8-1- 1 w ;;" ry�,,&-�,,,.-IE - 1 SIALImm 4;:r A" THE U" (NIA U I I vk P, r - 4 � MATHOHIN,% 1 '14, WIMITHHUN'T, 0 1 ,!P� . . - - :..!, 106-01 I . - , 4 , .. F�-N , � �<Z,�� A - PIZ t__ ____ A. Tl� I q, 11__1____._ ______,_1 .,., \�OENI�:%,,�11_ Lu , �111N. I ,. I .., . ........ __ .1 -,� -% =3 1 I.. I'- A/ \ . ,,XCEN Nm I . e ,.:T . *. "Al"I 01 I ... * * Is, NDTES�l - 4\p jQE__sfjuJwz Z*- NO. 44167 15 IF *�` lIptly .� . - I %, FLORIDA BUILDING CODE (Non High Velocity Nor co, DMONAvo- 1. - . 'r Z FLORIDA BUILDING CODE (Non High Vol*Wwfy Hu lCome Zone) , T * Am Zone) s FLORIDA BUILDING CODE LNon High Veloci2 Hur 'callis Zont)l 41 ____ f - _____ I 1. INSTALLATION ARE ONLY VALID FOR MAX. ks'o. = : mr : o.4416 I .. S cam 1401100. AKF 24 GAGE GALVANIZED STEEL STORM PANEL rA KUM-MR COMMSAMN. or SECIM: I . INSTALLATION ARE ORLY VALID FOR MAX, ALS,D. f -* No. 44167 mm lx=G, AC. T, TOP & BOTTOM, MOUNTINGS CAN BE DESIGN PRESSURE RALTING (p-s,f) AND PANEL LENGTHS :* -Z -m I&=. INC, 24 GADE GALVANIZED STEEL STORM PANEL ". < B*1 POR"OHN O, =*: 24 GAGE GALVANIZED STEEL STORM PANEL DWAWI 91, 10"... Sum or - I TRAWAI BY Jr !*i DESIGN PRESSURE RATING (pis.f) AND PME! LENGTHS - : = COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 - .-'a. f = .. . - *- A = NOTE Ma OMMMON OF $ECTION-5- t . ; . __ 07/27/2"m TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT rOR = '. * .*= 07/27j2M INSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD 11 S. -�!� ,4,,- - ,:�:- :�> GLOBAL PROTECTION PRODUCTS, I.I.C. ' STATE Of-_, F! GLOBAL PROTECTION wx.� I -2$ '. STATE 01�� GLOBAL PROTECTION PRODUCTS, LIC. F C . EVIL- ir- U; 1.1- - .. .j -1. z __ 1,� . ��__ � 11LIECO. PRODUCTS, LLC. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) _J� - 11LIECOm, L — z . Am E.W. Ill 11"m E.D, -( EDGE DISTANCE I,-, , 7 TLAIL _ CAM I MEMBERS TO BE SOUT I SEE SCHED LE ON TOP & BOTTOM MOUNTINGS CAN BE _ . 41100 ". 61 - __ ___ INSTALLATIft _i__�_ ow sx 5 sqw DENSITY OF 0.55 OR /0 AL G �- I. 7ve� SHEETS 19 U& 10) COMBINED ON ANY WAY TO SUIT ANY % .�ORIU,7, ?I -I'- WIN'& r. Wi4 - - nu.FT ,,,S,,eIiI_. x�w,CCft=0TrY IT am F. 31,3114 Cj A.- 1: 20-175 1 1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD I& P'VAMt, 0S. Oww. F_ mi, ), 20-17 1 # 00001 .��'z -As, TAX, (9,H)m 20-175 __ -I'- (054)SIN-7645, FAX: (954160-6197 � �,^till �T.!I:!i�ixll /cpl� _ - W,i Mme-15m m Cus. _'m Flevc- Oletymm-7S -am xow P.t.m, .IVH P-Ow- , _" " r-r-I INSTALLATION. Ir I - _%=r -.I � I - 11 l`W`W,Il� I "- ow.m ft� MEMBERS 70 BE SOUTHICRN PINE No 2A W/ SPECIFIC �, 10m. __ -.1 � I 5 __ . . - - NI, < mmVfx�szWWLTPFrinmTr ol-INK11,111 -1- DENSITY OF 0.55 OR -_ P;L &m/=plAT.ft/bATE elk-Dowls T" Tuff " Ps - I ... � ,� �EQUAI_i 1F`Nm_hA7a%%;�;;4_-_/-- - Wv'i� " Z *mA-Lkr j 4.12 1 . I _j - __ - , , " , WALTER A, � ) ___"`��`M_ M _EL�z!==u - - I *U nj�t - I ___ 1111- R1 a E , f I I . ... , =. :e-J-11 I I ____ __ - I 0- SHEET NO. I SH 1 .3 S B i END rLOaUR E AI FOR INSIALLLTION IN P-QURE12 CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE SAFETY &E--Z HANG STORM PANEL tie SYSTEM$ 1 $ `', �._ _ .._4. J,-•, ��+A''��,, -VOW NDPWO BLbcTH M p " 3^ .., ,p93' 3sN36 H-i4 GA •• VARIES 21x4' "MGW6 FWWNt 0061-t6 AtLM +U M1AI 5` Ww `I A2:F.RRE6 ANGLE WITH 1/4•. x 1 a/'' ✓ :" is .. ' 1 k 2 l/2'." TAPGON 0 t2' a, f y 1• POURED CO4Ctl£tE, CONLFlETE BLOCK DR 2',#' WOPP rRAME iN1VRFD CONCRETE Z... I 1 1rA'W A , 3/+• TAPCON �_ r ANCHOR O 12' tl.� '. 2 N r2� )-` ..: REORIO COWCRETE BLOCK 1 L is'= OR L ] 2'c4• WOO FRAME X .� rMLA ,.- �t y,: SANREO 1 �i t jA tl7.� wc; 1 P� , `4. PA4Yi ,� t ,; tr+. w 1 3jj4 - - ! f i,� 46n ! a'TAW:.tri ANCHCW -_ }TERa47£ LED LOCATRIN'. ..' i 12' 1 .OS' CilNf. -+.. ?` n% ,�.+' 5 Ala: BO< L 413T M.. AAK4E OR Ma`R 1 t s or w:� .. wun, I' ,pBO' alas -MIEN SNFiry POURED ATE, CdMH:nETF x 126' .'.': �:,, � r L I w,g ; --. �-. ;tom-1`. ac*x Awu- BENTPiX7E' _. .;. aLtM.K rXC 2".+' Wpad rauJE - a1A3-Ht. OR REl"RED .. ' r' 2 !,1 $063-Tb 14LOY ?_ j -- 2' _: ;s.nr. ✓/ mew �.-�-.::,: a.J .m: a,e �� Max. CAP i Ile 4 904L a• 012' e 12' GC )NIBSiii s OR 6063-T6 _'M W/44C%11Tn Cent. Mum. M= 1- CAM A (ELW QA5E (PLAN) CASE (f!N) CASE D (PLAN) SCALE 1/4'-1' SCALE T/4--1` 4CAgE 1r4`w=1` SCALE t/4`.IT SOLIO-SIT OR CALK-414 OR V-00 PAULILAE � POURED CONL`RErE- EA151WNG TRIM AT-`€ENA[Eq Aim BETE, � -+t OR CONLRLIE M.prx � BOTTOM OR ;- PUR M", PUNS {SE2 (AnMt PANEL. CONCAL7E BLOCK OR-`_< VARIES 1 1 y •1J� OR 21J' WOW SUM OF OPENING c OM 51KET5 8 s, 3 e ill= FRAME R 19rJ4E Pi(M1R1EA A4 MPUCABlEOVERLAP 70 Q i 1 CONCRETE REQi^^CEO y __...{ •)1 H s31 �'•+ Il i^ f A I Wi ARCHO NASD MROiNt Ie VARIES ,,, RE"R 1 m p�R E7 R V M-1 `_ PARfl) ERG, PV4R WALL (NEVER CUT x s o DISTANCE 'y' 11--��° sw! `Ia11N ,)NINFr�FJs CASE 9(f!LSN) 41>�,`�(� SGIE 1./+`..1- ',., VAUD FOR DIRECT MOUNI INSTALLATION ONLY ,k - ...:_-,.,✓ ✓ Wn a A' ae S1;' t4\(�,.1; `. y, '. CERTIFIED PANEL INSTALLVATN AT WALLS W/ f ND. 4416T SURFACE ikVF.€. VAftVMS WITHIN .314« FLORIDA BUILDING CODE Non High T¢e1oIs11. Hurrtcane Zone �D EO STEEL STORM PANEL I'll", CASE E (1-LAN) CASE F (PLAN) O F 16TStEGo,.I- 24 GAGE GALVANIZED en 1/4"el' SCALE 1/4`-l^ .N` f 4QfTID� •'��+ _ FSc.. ., cia` � f pr/trfYosa.. IL I ILO C 0 ITtcGLOBAL PROTECTION PRODUCTS, LLC. per: nMHF�(LM ! L OW SW. 51 STIRSIT /f . �9' rRJn t'E;T7NO t ARAN6ERIN0 WNPAMY OU", n. 33314 �dKLA . Jp IG es Wb/ti W11wpa, n AN4 24-175 � ,...,oaRm,-HANo� mo-1A1, wmAcc61+ke6-rsa.Fw'..t6scr-ar6r DA-6606r1iis. ♦ +ps+w 1w. A.. }I°' P,e SW:f51NANttRE/pA1E "LIENA tWITT J", 7 wb ,x:Mx etleif 6 or is MAXIMUM B RESIGN PRESSURE 1� TI G s f AND ORRESP,ONDjN(i MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANE, rLdNEALLATIONS IR.TQWOOD STRUMBES (VALID ONLY FOR PANEL iNSTAL.ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. AS D. Q£51CN PRESSURE AAXTUM.ANCHORS SPACING FOR O� A5 SHOWN O65I&-trs9e7 AP�PU �ALE CbAt* ANY # � THEsd U M : PANEL � (RU TAPCON LAG :SCREW PANEMATE FEMALE 10 PANEIATE P1,f73 ill= BUSTING 13' t 3 1S` 13' 3 (rOP) ��t 3 t 3 t 3 t ' 3 t3 1W (Borrow) ) 6 1 a' / t$ 6 2 1 f 2 8 1 2' 6 T 2' (ray) - w. - B f _ _r j2 1..4, f < ) _ 5-8' an LESS 93 +45, -45 OR LESS .-,-_ 13' �.:. 7S lY 13" t3" _ W (Borrow) 13' 13` 13' 13. B T/2" W (TOP) /3" 13" 15' 1Y 6' IW (Borrow) 6 1/V 6 1/T 5 1/2' - 6 1/2- 6 1f2' REP) 6 1 4`m 1 a T 2" a A' BDR O 1 x' f '- 4 1 r 2 7" - 3W C Ml _4_ ID 1 2'- / _. T ..- 9 2 - / .. 1 ' 2 _ �P2' � 4' W � (top) (T ) -_ 3 s _ 3 2' B Tt"/ 4W (BORON) ' ' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & WAX. PANEL Ul&-tHS WtfN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. RSA. DESIGN RATING PRESSURE UN NON SH B MNpN ANCHORS SPACING FOR £0. AS SHOYI. Ei75 & APPL "CABLE 7Q ALTERNATMIM i t AMY 0�� N PANEL PANEL LENGTH -0 (fij TAPCON LAG SCREW PANELANTE FEMALE 10 PANEUAATE PLUS WOOD (DISHING 13` 13° 13' 13' 13, iN NP).. 73(BOTTOM)13 tY 13 8 W 6 1 2 B t x 0 1 2' 6 1 2 B 1 2 W T13P d _ _ r 13' 7�1 2 / Is 6 1 4' - _ /3" 12 1 /Y e t3" B t + 13" xW +X2R.• 7 ) CLOP) s'-D• teat tt6s >+4S -45 70 +75. -7 1Y t3' - 13" 13*13" 4W (90;fOM) 13 13' 13 13- to' III5 13, 13' I3' IS Ile R (H0TT0A1) 6 1 j2 6 r2 " 6 1/2' 6 j2 6 i/2' (TOP) _ - $ t4" 1 212' / - ai a / 2W >5' D 4 Ij2' S 7 I/2" /2 3 (RW} 71_5• S d i 2 9" $' __ 3W B17ikaN° ( 3 - 2 t � 13` � as' 5 / 2 { ) 1Y 3 i3'. -13- 0 (ITT ' SEE TABLE #1 FOR MAX.A.S.O.S &MAX.PANEL WHEN SPACER )§ A5 DESIGN LOAD MAX L.EYN�z"T1NS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAU it a A.S,O. OESf(1N LOAD MAXIM UM PANEL 40 PSF OR LESS B -6. > 40 PSF TO 50 PSF 6 2 > 50 PSF TO 60 PSF 5 10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffAkE ID OR PANEL MATE PLUS ANCHORS & Wj n, (VALID ONLY FOR PANEL�}t INSTALLATIONS AS PER .SECTIONS t THRU S. ON SHEETS 4 & 5) WAX. AS.O, OrSKAPANEL RATING MAXIMUM ANCHORS SPACING FOR. MIN E.O. PER SCHEDULE BELOW APPLICABLE TO SECTI MAx7MOM `ti Cn:)- MAX, A5,0. DESIGN RAYING (}+,at.) ANCHORS SPACING FOR MR E,O. SCHEDULE BELL AP= �#LENGTH MAXIMUM ELMAILEPANEL WAX9NAtKMF OF 1N6M tP�(EpR dPC-N"NuN OAU{-IN 'to 3k{H") M G✓F10 tE : to 10 OY!'f9 ,. CIS ,� 14 peet6Rie EMINATI +45. -4$ L 13* 9' t3' I 13` 13' 13' F3' 13*� 13" 73' i3" 93" t (T 6'-6' OR +45, -45 +BS, -66 13' t3` 13' 9v' /3' i3' T3' 13' tY 13" k3 1t 1 j2 i (ts) OR LESS t3` _t 73° 73' 13' t3'- 13' 13' 13'- 73' -13- 11, 13' I (BOTtrow) 13" t3' 13- 73• -IF- t3" IY i3' 73" t3° 13' 11 1/2 1 (CORM#). tS t3' 13' 13- 13` 1r 13- W t3' + 13" 2 {10M 13, -TY IS 13' 13" tY 13 13, 1Y TS 13` 1t 1/2 2 {LOP) 13' 13' 13' i 13` 73' 13, 73' H tY 13, /3' 13` 11. 2 (BORON} 73• tY i3' 1Y 13` TS' r3' 13' 13' 13' 13' 11 1/2 2 (BOTTOM}. tY 13' tY t 13` )3" TY 13' 13' t3` t3' *Y - iY (Top) 13" 13` 73' 13' t3' '3' 13" iS' lY 1s°. tY 11 1/2 3 (rOP) - - t2 tf2 t2 i B 1/4" 6 1/, 12 'A't2 1j2 - - 6 1/4' 6 1/4.' 3 (BOTTOM) _ - _ 12 t/2. 12 1/2 b 1/4" �B 6 Ile 12 1/2'12 1/2 - B 1/4, 6 1/4' 3 C�TTOM) B.- R. B» B.. B» T' B• B» _ B` 7 T/x" 4. (TQP7 6' 3 ir2" B' 8' $' 1/2' B` 7 1/2' 6. B" 6. S. 4 (') 6r :' 13 ..., t3 13 B. t3 i3 �. 13 93 .3 B. fs t3 t3 T3 (BDS70AG SCrvP) S.13 Ba T3 f3' » Y3 tY 8 13 13°' T3 73 i/4 13 ","i' '3' T3' 73' 1S t3' T3 3 t3`_.i'S'- 13 «13 13" f1 t/x I1 7/2 (TD17 6 (tOPf 3' 1Y TY t.1 t3` f- i 13' IS 11° 13" fY 6(i0P) - fi 7/4' 8 1f{ ij4` - i -- 6 1f4^ 6 1j4' 6 (BOTH,••) _ .. _5' 6 1/4` 6 t/4' 6 F/4' 6 1/<' _ - - $ t/4" B 1/4' 6 BpTT.aa� t3• T3� to 1/2* 13- Y /3' t 7' 7 1f2 5 1/2 t3" - i i/2' 1 (TOP) TO , 13' 6" 13` 13` 13' B Ij2' t3' 6 1/2' B 1f2'j6 1f2' IS' S t/2` t (OP) TO tY 7' lY I 13" 13' 9 1f2 73" 9 1/2 74 t/x 1 +/2 xg^ # B' 1 (Borrow) tY 17 1/Y I 13' 13' 13' ' 10" t3` 10` ti' f $` 13'6 t/a' 1 (BOTTOM) SY 5' 13, t0 Ile 13' -r lY 7' 7 1/2 5 1/2 ;3` _4 t/2- 2 (TOP) IR iY 73" 13' B 1/2' 13' S 1/2' 9 1/2' 6 ij.' _ 13' S Ile 2 CTOP) ` tS'. '. ' 7" T3' Tl' t3' 9 1/2 --------- 73' j 9 1j2 70 Ijx],$ 4j2' 3 (BOTTOM) Ir tf2�` v 13' tY ID' I3'5=- 15 9O` -W 1S"t0"tt' 13" t0'` &'13" Tti t!" 13` 6 1/2,3 (TOPi12 7"13' 13" 15" 9 Ij2 t3' 11 1/2 1O 1/27 t/2 _+3`. d 1/2'. ,3j-7f 1f2 12 A/2 B rA' D if#`%2 1f2 A T/4°` ^3` 6 t/+' B ij+' .3 (BORON) [13'y- # $ If2 12 Ij2" 6 7J4° B 4/4 12 In 72 l,l'2. 6 C/4'. $ TEA'` 3 (BOTTOM) 4 1/2, 6 7/2" 3' 4 (TOP) 3'B' 6" 7"a $` 4" 4 iA (BOTTOM) ._ B° " S• $' _ S if2'- J if2` - i (601:•f9N)73'6`B 10»a 1/2'RIM,) 13' 7' fY 13' 13° 9 1/2' 13" ($ ifx' 1p i/2' T 1/2' 73' 6 1/2' S (1101TOM) $ T/i 13' 13" fY to' 13• 10' 1/' A IY 6 s/2' 13' ? 5' f3' 10 r/2 tY 7' 13' T" 7 1/2` Ij213` + 1f2" B (TOP) 73' 6" 13` /3 B irf'B 1/4" -- - - - B Sj4' 6 1/4` 6 (Ltvit.") - ; _ c i/4` B 1 i' B A/a'.B }/4`: - - -- "6 1 4 b t/t" set Sitter II FOR AooNoRs T'N'E M sallewO FOR asTALLAtars lNTO 'FOOp "*A BUullaw e AC+ KW 9414011, SOX1045 AND MWWM $ODE DIBYAW.E ARE INWATEO ON THIS SCIICOOLE. FOR EA LESS THAN NNCATFD ON SCHEDUAE RM" ANCHOR SPACNC IS, YXATIPH.YN; SPACING SHOWN OR SOMEOLAT M' THE FOLLOW" FYCiORIL MR THIS OPEPATO. TO BE POSSIBLE. REOLICIM sPA " Goua1€,R LISNG FACTOR *VAL M7r BE LESS THAN "Well SPACING, P4ICATEB FOR EACH ANCHOR TYPE ON THIS SCHENAL tfa4 tjsA I/4'. Ile. I/49- 1J4Y ANCHOR TAPE _ ,tWma sno-BEN ° "''Tc tWaea4u,H eaa.« 100" ANCHOR SPACING (la) 3 3 s 't i n/r t In pmgwt 1U..) 1 31/2 � lRSrAAWA Ic0.1 X4* N s. ,�.3 l%3'• 9 sj2` 3 ij3 4 YF J ACAIM, 9W OVANCE E.O: FACTOR - I l� 4A 2113" y� A40 0Te i.aR - 0.W +^` SPACINGS ONLY VALID W7NEN SPACEJ IS USED. 5EE T 11 FOR MAX. A.S.Q. DESIGN LOADS & MAX. PANEL. IkNGR15 WHEN SPACER 0 6 USED. "0. Dom LOAD MAXMUM PANEL 40 PSF DR LESS 6 -8' > 40 PSF TO 50 PSF 6'--2' > 50 PSF 70 60 PSF 5'-TO" A MAX. PANEL L.E.NGTH$ ARE ONV VA.UD FOR INSTALLATIONS W/ SOLID SENT ANCHORS & W/ SPACER AT 12 1/2` O.C. (SEE SECTIONS Al ALTURATIVTS ON SHEETS 13, 14. 15 D.M»• (3 MAX.R-IA/13, R-21/13, R-3A/14, R-19/13. R-26/13, R-39/14. 3 MAX.' r R-TA)1I R-2AW/15. R-3AW/15, R-18N/15. R-28W/15, R-381111/16. 0 0 00 00 c9 _ )t y. I ,I, I i I f I t i( ! I I tr I I S I 1 1 r . ( I/4"P-2Gx1' SS, BOLTS WAIJ. I I - - 1° L6'LENGTHMAX (USE FORPANEL R1 ' , p PAN! UE NGTH SI �TIO(RM Pp4Ei E ULAR STOW PANEL. O +40.d. -4U. OP.J. REGULAR OVERLAP A0 PMEL LENGTH DOLT) 4 •,t'r-t , xsI (Wr - fI ;A'.;; IIifIP 6 p wL1FES . PANEL (W/O ONTRILAP MID PANEL iEHO#N BOLT a ) `. i A',� USE 2'-a' AWN, PANEL. LENGTH .• -, AT ALL WMTWM a,S, BOLTS W/o AT £A. OYERLAF1 , x $ + 1 Ir , ( 1 I I I d 4 2 N OTCHES 57U0 j PAtNE BOITON CORNEt6 10 ,( •-- NUT AT or tY4AM-.MILT AT._ E ERIOR .TRIG : 3`-wAY, LEFT PANEL RIGHT PANEL 3 IaAT3 t INSTALLATIONS ONEY VAIJO FOR. WINO SP UP t70 m..n. 1 MB! . EEO TO 1' MR - P R 1A 13 R 13 R- 14 R-18 13 R 28 17 R 38 1 1 R 1 W/15. R-24W/15. R-3AWfi6. .R-1BMf15 R-28W/19, R--3BW/15. ;«- ...,..._.,...� _.-._._._. .. ......... ...._ ,__,ABHORS (SEE SECTIONS W ALTERacalo VE5: ON slims 13, 14. is dilT)...:.,. , __.. ,..,.._.... ...._.._ ....:.. ...,....,„...». ,.....,,.. 114' At", GAP WEE SAFETY SIM PANEL d) ELEYATION (t) - SCALE 1/4 ". l ) REGULAR 2 x F� REGULAR STORM PANEL (MU, DOPSaMP 1 TINGLE VAtL"E - MAU PANEL -., -r ^T' E' MAY:. AAYY rf"x'. `� : - rL,SC ✓,K 1 AP LIFE PANEL x =. Tl FLORIDA BUILDING CODE Non High VelccRy NUrricons Zane Da630 TR"MM Nc. FA. EMBI. `'+w�fis' QAID► ,'4t 24 GAGE GALVANIZED STEEL STORM PANEL OAXAn BY ..... cam'` ''�' '"...,H.a�..� M ILT CO.pc• GLOBAL PROTECTION PRODUCTSM U.C. n/X' TION A -A y, Jron a.W: s1 StgEET SCALE 14".1' Yf"l f -t�t Yw aR.a>ti pf,la�Na, oWR#, h s'ANS.s 6Rr FL 1331+ 20-175 an / 7 Ri :. it6w-+a1s . ra: T.by mr-.HAb PNO)E:. C95+1W16-70+6. fAx' tc4AjM5s-B7wr iA.-AP96i14 iwN.N,r. Mi tYta IMn,st f.6 ORIWU4G NP: PE, . ErhL%tiQNATURC/6AlE - WMESER A 34Lr Sf:. P,E, ir" ' SNEEI 02 OF 16 INSTALLATM DETAILS LIFE SAFETY NEL I IN'O POURED CONOETE OR CONCRETE BLOCK STRUCTURE5 1/4'a 7APQCNJ�.^ EXISiXiG POURED 1/4"a TAPCONEILPSRlIG POURED 1/4'e TAPCON....- ,TULIS91F POURED 1/4'e TAPCON EXISTING POURED ANCHOR O B` O-G CONCRETE OR AA{CHOR O 9° O.0 , Z'ONCRETE OR ANCHOR O B' O,C _. 'CONCRETE .1 ANCHOR O 9 O C � OR 1/ CONCRETE 1%.00K CONCRETE BLOCK @- CONCRETE BLOCK CONCRETE BLOCK REQUIRED. REQUIRED. REWIRED. ., tia^'OUX2E0. a' . ,_ 1 1 I.� 4 f4° 1 x• If 1 ' 7 r4" 1 + 1 xr e J j E.b.e f i E,D•f t c• @ EDaOr MR i - t '. }lfi.'{e. E J � � %�, l>, t 1 { i - 1 ! E'--. 1 1 1 1 1 1' 1' ARn. i it Mks 1 B R 1 t 1 pp + ARATI 11 £RARATpN 9F'-SEP ON it i � EX t 2NN TOx j O 6K1 @. CLASS: TO CL 'A3S 1 � TQ sTl(� 0 I W s/s XOL1R' w Gt.ABS : W S7S'!T roils INA. t OCAS „ _.. _ , ,..-. ... „" I fA a424,P r IA55 1n ..� WA 541 R T j #A 4 tLeE rxlt 0 r- u + 9 + u r LQ40n1 r taABit i»wn o4W + + r`r B + B If F K r B 1 L r II E ) I I 1 'L" MAXiAAtt. I � 1' MAX' 9 1 1" MAX. 1 a i _.___ .. - _ P N 11 'PAt1A tE#JC>r1f .__.. SE EVATIOH PANEL t.EHGR 6 PANEL EVATIO R I PANEL 6 0" A .._. _ .SEE 71pN - _ ELEVATION ELEVATION Ei1.VA i A SEE ELEVATION SEE ELEVA ON X (SEE- _ ( @ ( I Tz) 11 1"Min j ON SHEET 12) p .. -I '-- ._. f ON SHEET t2) _. ON SHEET 12) R H-.j oa SHEET t2) IP"-SEPARR7'g1:- 1 S jt .- t it --SEPARATION -N 1 11 ! 1 i 0 GLASS. B TQ GLAB6. I I II I B { u rF- i i 1 1 Y Lf? i!s 3 t f 1 i I U rA' 9 ,� to E O / er. r' I I 1 1 J - / f t 1 EQ 3jA ;f � 7 i ) L I ! 1 YEO ' A•4_tG3/+• 1 EQ 1J •1'- v MI- WA win WHY' 1/3 AA. a I? 1v;QOL f t )/4'P TAPCON a t/#"a TAPCON J : @r4'W TAPCON ` („ 7/4 # TAPTX7N ANCHOR O B" o,c. ANCHOR O Q` O C. ,+?NaiOR it 9' o.C, +NNCHCR o 9" O.C. EX50NG POURED CONCAM OR I 7(i3T1NG POURED CONCRETE OR E'MNO POURED CONCRETE' OR EMt51TNG POURED CONCRETE OR CONCRETE BLOCK REOLARED. LOVI. BLOCK REQUIRED.. _UNCREIE CLOCK REQUIRED, "CONCRETE BLOCK REQUIRED %ULAR ANC 2 ANEL 9 REGULAR PANELS 4 t.iFE��ANEL WALL i��nFeU *IktiSWALL MOUNTINGS A. S�yE fIk#1NiNHtNrrrN SCALE 3/B�9" 1/41p SEE SHEETS to all IS FOR ANCHORS ATOM TYPO 1 A INS INSTALLATIONS S INTOill= TAOUN TWPAI I tAM7NUM. ANGKtR SPACOM ANO AWN " 141014" MOM 1140 O ',whwr swat LI"D a E130f t:RsiANCE ARE INOIDATEO OM THIS SCHEMA _ FOR CO. LESS It" iNTNCATEO ON SCHEDULE REDUCE ANCHOR SPACING awT,Faaaml ; � , MW ow IlJq a Mo avRBR BY MULTIPLYING SPACING srgwN pN SCHEDULE at THE rDuoh 4G FACTORS TO THIS OPERATION TO BE POS IBIL I Ij2 REDUCES SPACWG OB1IdREITEDs THAN FACTOR 9SPA HILT i# Lf55 1NAN WSNU MIA" ANDS FRCN T O9O ITYK O tANC1W]R TYPE OAI HI8 SCMEOULE SOK OUL N N (n N 2 U -� N O C .CM CU�- U CD 0 O � O ^^11 W lv O LIU �,1,� • VJ -•� 0 Al /tea Tom• YLL- w -4--0Li CU /0" -0 .c c ca. Q Z Z W J INSTALLATION DETA FO S R LIFE SAFETY PANEL C1�1 �TALLATION DETAILS I O LIFE SAFETYPANEL w TINUALLAIO F L IN O R R CONCRETE B C U R INTO W-Q00 STRUCTURES INTt? WOOL? STRUCTURES 1/4". TAPCON, 17D5r1A1G POURED 1/4`. TAPCON .,-E�iSONG POf)RETb ANCHOR O D OC-EUNCRitE OR ANCHOR O 9` o.G. 1,-' CONCRETE OR =.. .'.r N@30D #FADER '•-:(.=- '} _ .,Y°OP HEADER _`�_ FHB' ;4i7,.. NEACER ,:1 WS>DO HEADER _ CONCRETE BLOCK ;-i,'r,L CONCRE€E BL+xMC ^.. ,r^. H ;?;' ROLtiREO_ ' RE4517REO y"• f - is - RE4UtRED - �• _ _.�. "REOUWW _ `S _WOOD HEADER :„iNOOD ><EAOER a REQtiIRED. <` (. KOLMO ,• r , .`- .2-' I`" i n..,_^>, `1 ., '" _. %s I, �EOUIREO OiNRED -^/4. TAPDN]PN �, c. t 4`eTAPoad a*. =i f 4'eTAACON �:", ,,, S t 4"e 7APCO4 f.,. :1 "','1.: 1 IT . <,- . . .. , j ',"t" : F E I.:., r1 / t 4'e TAi'C{7H % 4"X- 1'APCON /11 „ r a B Q:c._ a; W t ,r.. x , >�•a '.. IJ # B Q:C. r., ,r i 4 QNN7R O 9 Q.q. �, , CHOR O 9' O,C: , ,.! „£` I ( II 'I l` i .e P I{, ',:: ro 't° 'fir 1 't + r H ,I D14dR Ni 9" O,C. ', ;� ,.i "OR. O B' O.C. „ d ' Di t/a i 2 _x. 1 I 1-. - r 1 - ifRio 1:, 1 E,Oa <': ! E4• % t I /2`+. :1fb_ ,, iF Tf2' _ • f2" '1f4" 7 _ 1/2° Tile 1 j ;,J --:-• _., Max. , _a - , ' i' - i /2 Ii/4• - i2" : i 1/4, MAT[ MIL._. 1{VI. € H 2 , .- .f ._ t { a' ,... �."_.>• :., ,. .. .., !. I ', ,.r - I ,. ,i MN+. � Y Fkn' ,ts _.(1 �Tt B i X T' NIP„ j S'".. C"' j f I: ',;. _ ,, ',.. 1 I --^-^•-...,.# 1 €A I If R•-SEPARATKSN" I I€ i /+'wwart' p 7o tR,45S. ...._ tj4+rsar• t..l + +) ;:.f I -. 4: I :, a L„I P )I' EMSTI(NGy:. mot$. : ROL WW t p A, i L A W-7a+f' i)AIL'S R I GLASS ,r AS EA { 6ng rpR 1iN1H i '' 0 �3 ` A L 71 7 u t B Y .g"T.. a1i61n x +� "9s, Emss II v N [i#h-m,1• _ `=�.. -,.. t (€ _ 1jaY-'Apes• p g I 113B6fEKi5T1I:t&.A EX*7 ,l1 1 r„K6T1t .iY AT rA 9. 7 GtJISS 9 r- ._... _+ GLASS E. _..� 1 �, i. I GLASS 1 -„ 1. ;_t -ilAE t9R WN6l. EXf6tl I ) N 1,_. ... .Y' GLASS 1 :S,c: g Rah. ,. 7g IO1GN OAR Y-4'1 X ' "-t` _ 1 31 - _ ( ND.R1+ ONA Y--tFj ' GLASS !I _ ...1 .-. re_ _ ._ �.. , - _ ) M Yr. EI' - B 1 i. . - A,W- LENGTH n ,." _ -(: - . i 6' PANEL LENGTH n ) _ y i _ ` _-.{,ALE inw PIE! 1 t 1t + ____ ._ ti +. __ -_. 4 '.>_,_..r. 6' 1"MAC 11 L i_._. .____�._ B - '� -:-+ 1'N4% II 1 LEt4aH aAR Y-in -G7J55 1-- $... ... ; __. -{5E£ EMATMN p I , (SEE ELEVATION -i 7 -., .i .,4 "Ll MILK (5E EtFdA77DN fl i d 1 11aI. F"-` -"-"' � (SEE ECEVAT1aM p _ 6_._. _. "L" WJt, T._. _____ -_ ',�I, ... y R9Tt. i ON SHEET 72J X 1 ; ON SHEET t2) U - `L WA, PANEL LENGTH B i .. 1 B ___r-._ __.--Tt B 1 PANEL LENGTH C ( ON SHtTT f2) ti + PA10L LU*TH X C 1 ': (N4 Sr1EE1' 72) II 1 i PANEL LENGTH F-_._._._..-_._ ��._.._ $• PANEL LENGTH R•-SEPARATi01:- 1 .-_. _ B SEE ELEVATION X 1 _:____- .. (SEE ELEVATION ELEVATION B __ -..__ __# .__ (SEE EL£VATXXN _ X TO GLASS, I e.. __», . -N. _.... r• .�. 1-^: "t"-'j' ' Nr x f�. ON SHEET 12 9 #-� -.-} u i I (SEE ELEVATION #1 '' _ j ON SHEET 12) n € 6 ----_ _. __.T_.__ cn 11 € ON SHEET 72j n 1 @ N I -tit ) N i "-r'""=:--` - ON SHEET 72j----..___.i. i + t• Mur. e✓ 1 u.. _......,i'-- R �- _. _ ti ./k:,,_:,.,. _-._.T , 9••---BEPARATwN- i q.__.._... .�......... .......T._"1 A1'un. s «., ; X TO GLASS, + I. [. N » .. 7 ,. ?. - tl t' Htn- ,T.S .{ ',`�'+ I .../. } L,/2 .✓.,:>' 4f'., ":''. l .. i(---^SEPARAT@ON _.. t i {"'��'^ - ,'.;:. ,,..: tl 7O GLASS. _ 1 1,f2 'I IF --SEPARATION..,..,.. a,: '*,...' r p ,._' (; }r, B t W. .. I I SEPARATON-..._. I a:r I,. t Ij N TO MASS. ......_. %. i 9" ) 'A + 4.. 6 pt€.. € p 'ta ( "1D G+ASS,: ( % E O4 . ;' 6 li i €+17•"-•SQ:AGRA ' .I i EX511NG At1UgEOl y 0 EIY5T9l7O POUREE E ;,yl J' € . -' .)i _ -, ' ' '.c�...:.......... -X" L/'2-'t REiE. DR - l F'.I _.. .. - CONCRETE Oil ,'f " i CONC 1.. t' !'�. ._..--��rw�7 1 . , `�,_ ,=r3` # e ft T.=.- ; W sY th. f I --... CONCAEtt BLOCK -'LT CONCRETE mock ^G -. }" '4T 5)I 1 : Ea .;. ,I 1� .._ _ _ REQUIRED. -�'" i 9Y H/1 AG - CONCRETE TE 1'.'- i {gEYIX1p} t 4C - _ - _ EO _..._. t f E ti r I I r Tf2" £Q R /C aG ILL- _ .... i t ! - =r.-. N + 1- EQ i i., �• -) . I i - � rim 1 a n oG !�� 1 _� .. .� � ,.: - . I i I II a 72 tjY'0,C aC st ff2• !4 gym.. 1 I i O sa; a A4" ,, ax „ If x 1 t it , PLATED ,' (' t T ._ Bolts w i 2'x4 Wt': ".. L.r` -, _:�- ,:.:::;- ''. 1 .: 1 `'t : " `. 7 ,I ,, REiX117TEQ , » , I I� f2 2 x4 WDQR DoLT_>. 1/4 4 PANEL MATE i/4. PANELMATE F» .NELS.. _.__-'. /1 W TAPCGN : I , r 9*.4 d T`APCQN 1 s:. ,1, 1 4 W TAPCON 2 x4 @ )..a ' P�L9Rx ..,.�. €« : . ,: 1. n, - - ;4 „y , ,:,' PLATE: i ,H PLATE t ,A ,,., ARQHOR. O 8 Q:C. i... , ANCHOR 4. B O:C PLATE.. , , ' , .' REQUIRED _ ANEtiOR n 1x 1/2 O,C.EG" Axf^.NOR (BeY0N0) C j ANCHOR O D O,C. :. , , e , :, ?: { i ,. II'. E 1 4Y tAPCGN NIEOUHREO I. , , H ,t : ,. + P 1 1/4-0 P STAGGERED W/ slum l j.. $1 @ sTAOOERtYI Wr STtro ..,�. -', i H'. OUMED ,.. , .- : ......_...f - 1/4 W ANELMATE PtL16. ,.aVNE1l2ATE PLUS AaDHQR o 9 oc. � ANCHo� � 12 Tr2` o.c. i '"'I ANEHDFC o 1a t/2^ v.Q, Ulm" NGS .4" WQa ;' Wnav _ .. y_ _ [: ! SEE SlEk75 1$ 4 16 FOR ANCROR6 HYPE i �ACNG FOR 3f9+•1 - ., >_. ..1 LATE REQy,pi y INSTALLATIONSMAN eIID WOOD iR o NWLW E `:"___ _._ _ _. _;. �:-.._.._ _ NNewu4 ANct.m sPAea+ro Am +axNiw Erwe d¢rAxtt ARE INDICATED ON 745 SG1£91J1E r O. LESS TIAaI 1F vi ADIX, iE0 ON SCHEDULE REDUCE ANCHOR SPACING BY f : 25� MILILTIMLYING '"ACNO so" ON SCHMLS BY THE RTOIJMO SPACING WANED USING SWCTORR SHALL NOT ME FOUDWING FAMM. FOR THE OPERA314W»70 PpsSIeLL �1a 11�HNnnu� JA�� ip p1ALTEi2NA"fIVE R-18W -•- - O RECJ R PhNF�- 0 tj S PANEL m TLESS THAN YPE ON THBWNI9FHEOUIE.6fO tATA117ETT POP EACH ANC!7QR 1 ?RSR�� L«.iY PAN,, r SCALE 3%Trot":. .- �i 51! FAH11MfAk. ri1Cig11 "M tj+P ,/44 s*,� SI A T! �lr s;'cAi,E. al>) 1• uF»1HNyA SCN.E 3f6,»t'. ''�y'�# .0 .., __ �E \\CEO "••, ' r {S A T1441 .y` YYL4Lso" 41 MOUNTINGS stA� i y s� LU Woo,., NIrd6AI AlaTi71 Sn,OBNB DA.) -= 3 z '; FLORIDA BUILDING .CODE Non High Yaiocl MI Plane 2:on9 T,y '„* BENS '''.�'�. "> FLORIDA BUILDING (Non HI h Velocity }INrrloone Zone) _ ,.44167 •: =. FLORIDA BUILDING CODE Nan High Velocity NU cone Zone), 'iNxA,AUMILQ Cw,a+lb /) 3 3 S - 6a1Aa0teat ta.,a1W l3WeA (..i 3 a In a * * : * c It G TLLn4t), HNG 24 GAGE GALVANIZED STEEL STORM PANEL r.A, - ,' azmB wiil= W.-: r.1, ?:... $ * t '4€ - a2m TaTrDG.c . r_ PA. Q 6RaWl aw t , 44167 - r^� 24 GATE GALVANIZED STEEL STORM PANEL DRAre _ i : 4 24 GAGE GALVANIZED STEEL STORY PANEL. oPMMt1 �: N7f�ANLL B2BE 7360Ya't IEa7I - fl'CIOR = 9;, STATE .''sC = � M'�- (n��02a t PRESSUREON ARE I�Mi'ftNG50(t,s.1vALID AND rOR PAMIEL A.S.D. d-EN0T4+5 AS ?'# * :*- ` �_. I Pr/tr/>�a T. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. 5�"$'•, � �E : 4/ 2 __. - s moo' fZORId - !li Ec0 GLOBAL PROTECTION PRODUCTS, LLC. OATc PER EL.EVATIONON SHEET 12 ILTED _. _-- ��L GLOBAL PROTECTION PRODUCTS, LLC. pte DESIGN PRESSURE RATINGS (P.s.€) AND PANEL COL !`LOq „ �,' Ett6 G�BAI PROTECTION PRODUCTS: LLC, �'➢, t V2 r t_ENGTF+S AS PER ELEVATION ON SHEET' 12 / _ Ms z 1/?' a6t ____)' ___ y,� ••....•••'•t� [/ 1'tv> x aawNeEWNa cIwPANr 'tea", n.- =I. T 2. FOR NEW WOOD FRAME CON5IRUGTION;. WOOD � 9•'., A`: 1* • TXL1T TYS7RIO t 1:OMPAim 'roe B.W. s1 I. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��, Sl/1 E� TaIR TE9Tl1,G s mJODaE1¢Ra OOYPANr Nam S.W. 61 lilkw f4 '^ ,, ar Nw.. n. w.. 3�w,.wRww olne+x n nrr , _ f. iDFt 'sst''' +^% w.w. t l4 3�, MPr9 OwRlw. 74 �3#a >3.,1E. IL a337 y lJN{S1. 1 '1•�2+c`%1 a Tao Air ONAL , rw.. , mtwsx . r • txwl m._Hm1 PN2 dB6N 20 175 MEMBERS TO SOUTHERN PINE No 2, W j SPECIFIC 1i * .p;� m:-lo-sa r...: 20-175 r +� 3' lA _ ibl. >e6o-r34a, FAX: t93NB"a7Br t Elbs. W) uT_,6i, PdtNHEY {Tryi)Rw4-rsM, LAW t95F)65R•aral ! #C.. 6W. fiy Wa iR Mlgt tew�Hf, fl. rs[ar aAl1E. ii SUiJ NMHB(yMM +.o,w.r.n.,e„ OPA,'AofsRo: DENSITY OF Q.55 }R EQUAL. '••`.' '1�" '""` .-..r MEMBERS TO BE SOUTHERN PtHE. No 2, W/ SPECIFIC N1aMUNMNM iem.:aega w .r.'.ta m,.Im PwGNe:(se+MBR-'rE:Ns,rAete3+}eeE-6m .2D-175 31 _. - c4-00O67te aa. es � as an a y r oeNr.w ``F ON4fURkJOA% �'µ C4-0oa6759 r>r r w:m.Na r eww.� DENSITY OF 0.'S5 OR EQUAL P-t' +n rx. ,>w�.w ..n P.E. SE/dl�mvAtDBEfDRir w1TER A 1xaR u., Pt m�S'"' �,y� W r a u , REM./sGNATURFfoA'i[ r.. 4JI ,, WENT 14 OI 1B HI A 411*"•' fER & 'Bti.ir 3:a P% w ORawMG aa: '.14,TER A i8d}t dC. P.E:. AAA3 C,A-IM06riW :W.w ,errtN. .m +NP Q :7U45i/6 ar Te, , t T mtu,Nx B1aYTT4 6r 16 �rr SHEET NO. SH 1.4 a 0 W It -WEZIWIIB ANC RS ------(SEE SECTION IT a, ILTERNATNE IIW ON SHEET Is) - (SEE 4)(SEE NOTE 2) _1�"NGVE 2) sms. qW, LAST PANITtQ TO BE INSALLED AT EACH OPERING SIiHoL ALWAYS OF. PROVIDED W/ REAR HANDLE 10 I'ACIUTATEE NSTALIATIDN IF INTENDED �5? T 70 BE INSTALLE5 FROM INSIDE Or STRUCTURE. I JA� PER E- Z HANG STORM PA14EL SYSTENI T -ONSiSTING, OF PANEL 4 Carl TRACKS TOP S07CM I (ENU FANEL� 114TE INTERIOR PNNEL), ONTERIOR PANEA MAR, (FND PANEL) I SEE NOTES 4 SiEr NOTE S 2, 3. 4 12 1, END , PAN�l S "S1 M" OTHE BE CONNECTED TO BOITOM TRACK S ,ND, L, PANII.E. 511i1t, 8E PROVIDED AT rOP fJI SUCH 4 41a n F.I, (3), IF END PANELS ARE CONNECIED TO BOTTOM TRACK, CORRECTION T WING SHAU CONSiS, Of 1/4�V-200/4' M.S. W1 TAPPED NUT OR 1/4'C.3/4' M11, PUMESr_RE% INTO BOTTOM S 5 9OLTS W/@ 0 LA. TRACK LOCATION OF FASTENERS MAY BE A' OTHER OF "WO I -I KAM 1`1 (STE SECTIONS AS AJ_ EXTEMOR ILAT �LANGES Of END PANEL. 50% 'J, of i4j. JN CASF THAI END PANELS ARE NOT CONNECT ED TO BOTTOM '4 TRACK (i e� A itf)l BAR iS ONLY USED Al TOP) AT LEAST IWO PANRS SHALL OF COIi[`CTED TO Sonou TRACK USiNG SPEC.S 'ASE� -44 1 INDICATED ON NOTE P IN SUOI, C CONNECTION OF Ir J_ J_J_1_LjJJ LLjJ_L-L,4JJ LL _44,,:-CL -Iil' PANELS TO BOTTOM OCCUR AT ANY PANEL vOCATION. ---------- -P,6ff _47, SEE ISEE W/ t INSTALLATIONS ONLY VALID FOR WIND ,Y) I- R-0) `Rfl`C S NOTE ANCHORS -PEED UP TO 170 .'P.k SECTION EZI & AITERNAINE E7fW Q�l SIIEI� 18) 1, lw/,,l IB I219AL ELEVATION FOR SERIES 2009 E-Z HANG STORM PANEL S)LSIEM SCALE; V32'-I' zw",km CNERtAP m"', W *HW VALLEY) \-/m7 7 'S 77 d M013C CAP SECTION A -A MI i SCALF 3/32"-l' FLORIDA BUILDING CODE (Man High Volatuy Nor Icons Zone) 'A'm ',f 44167 24 GAGE GALVANIZED STEEL STORM PANEL L ZT.IMEC. GLOBAL PROTECTION PRODUCTS, LLC, SIATE 0 .4 9 .: � _Z0 ILL. TrIm" A EftrouNg cv� 51 ool,; I, V.11M M=_111" � rv, T't'. �7 N1, ...... Too il or If, isENGiN1EEi-'4JP,4G I ;�:, L � :, ENGINEERINC3 EXPRESSO PRODUCT EVAILUAITION REPORT September 15, 2020 Application Number'. IyA%J - R2 FX Project Number. a31543 Product Morrulecluief! All Afrunictur Shutters and Glass Manufactui of Address 1540 Donna Road Wool Palm Beach, FL 33409 Product Name& DesollptionT 24ga Galvanized Steel Storm Panels Large Missile impact Resistant Scope of Evaluation.* This Product Evaluation Reparlit being Issued in accordance with the requirementsofthe Florida Department of Business and Professional Regulation (Flodda Building Comarlssuorl) Rule Chapter 61 G20-3.005, F.A,C,. for statewide accolpiance per Method 1(d) The product noted above has been tested an&or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition '21020, and is, for the purpose intended, at least equivalent to that required by the Code R.Valu.,.n of this prodoct $hall be required following perinford Florida Building Code modlications or revisiorr& Substantiating Data: It PRODUCT EVALUATION DOCUMENTS EX drawing #20-31543 Oiled '24gs Galvanized Steel Shown Panels (HVHZ & Ncer_H�)'� sheets 1-5. prepared by Engineering Express. signed & seated by Frank Bennordo. PE, is an integral part of this Evaluation Report. It TESTREPORTS Unitann static structural performance has been tostatt in aGootdonce with TAB 202 test standards per test repod(s) #BT-ASG-1 7,001 by Blackwatef Testing, Inc. Large missile impact resistance'and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 teststandards pertest reponis)IIIST-ASO-17-001 by Blackwater Testing, Inc. . STRQCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative nd/or rational analysis to quality the following design rrfterra� 1. Maximum Allowable Spans 2, Minimum Allowable Spari% 3 Minimum Glass Separation 4, Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAMOENGI NEER)h* EXPRESS,COM ENGtNE11:E i RING3 Page 2 Of 2 All American Shutters, and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase in allmable stress has been used in the design of this product. Separatron from glazing is not required for Installations outside ofwInd zono4 and essential facilities Impact Resistance: Large Impact Resistance, has been demonstrated as Evidenced In previously listed test Tsportrs)� and Is accounted lay In the engineering design of this product, Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schodule(s) On the respective Product Evaluation Document (i a. engineering drawing), Installation This producil shall be Installed in strict compliance with its tespecifte Product Evaluation Document (Ce sorgurneering drawing), along'with all components noted therein, Product components shall be of ft material specilled In that product's respective Product Evaluation Document (Le. engineering drawing). Limitations & CondWons of Use: Use of this product shall be In shict accordance with the respective Product Evaluation Document (Le entitneering drawing) Bs noted herein All supporting host structures shalt be designed to resist aff superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure candlionsviluch are not accounted for in this products iespective anchor schedule shall be designed for on a site�specffic basis by a registered professional engineer. All components which are Permanently Installed shall be protected against corrosion,contamination. and other such damage at ail tfrnes� This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ), It'spectfully. Frank Bennardo, PE ENGINEERING ExPREsss' 4PF0046549 I Cent Ault) 9884. 160 SW 121" AvENL)t SUITE 106, DEERFIELD BEACH, FLORIDA 334-42 (9547 354-0660 1 (866) 396-9999 TEAM a0ENc;tNEeRiNGExPRFss, cam EsGiNEERINGE,IlpRess,com ,7 M -T a' v -gal Ile 'T ILD Z < CCILIMFLOOK MOUNT SICHOR .."u, I", P I ad LLJ r r VA U T34; HCU.-11%, -.1 11 1 Ul It 1,. VAL M 5UNY liECIIII v 19, _M� F LJ 91 PP§ -A- - W 4 1 lk� M�L:. 20-31543 cwsun B1=Ahr _J_ 1"nA_LLAJJ0N QEJA10 FOR SERIES 2000 E-Z HANG STORM eANEL INIQ POURED QQN�RETE. QQKREJE BLO!QK ANQ WOOO 5-TRUC-1-UR EXISTING POURED i-aNCRETIE on TAPC DN �1/4*0 CONCRETE BLOCK ANCHOR 0 12' OC_ REQUIRED ti,4.0 FAPcoN -gT- HEX ?�YAD TEX WOOD HEW, 14.1 REX HEAD TEN JI SCREW 0(64 FROM a A, ANCHOR 0 )2' Go NEDAR,, EDGE OF EDGE OF ID P. 1: Its -11 *9 at It 1/2 'a A U,� X. p* wo, SEP=N 4 T* Min, 70 0 1 LIM E To CLASS. --AVLUIMrIN#UM POP It InT MVET 67-0* IM, IL MAX PANEL LENGTH I PANEL LENGTH A It -0) 16-SEPAPAIICW NI-20.2' 70 GLASS I sox f EW -L' h To GLASS, 11 or -V C. C7! 1/4*0 TAPCEN ANCHOR OC. �14-# JARGON �,; WOOD ANCHOR * 12 O.C, R:,TJgWDURED 2 Et OR CONCRETE BLOCK REDUIRM REQUIRED. WALL MOUhMN9 WALL MOUhMM SECTION EZI ALMHMM EZ1W SCALE 318=1" SCALE 3/8-l' EN Se FLORIDA BUILDING CODE (Mon Mlith Velactly No Icon" Uno) MIN. PANEL JG 4-4 1 TAIM 24 GAGE GALVANIZED STEEL STORM PANEL r�p. I INSTALLATION ARE ONLY VALID FOR AAAX. A.S.D. PESIGN STATE 0 PRESSURE RATING +/- 40.0 p,s,f- AND 6'-0 VAX STATEO GLOBAL PROTECTION PRODUCTS, LLC. PANEL LENGTH- - , / 11LIEC0111111- '0 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD TRIJI, 'imma, a ERE M�RWCOMPAN� & VL r, =- , . MEMBERS TO BE SOUTHERN FINE No 2, will SPECIFIC FAA. (_rRW_m1 20-175 0 N A L DENSITY OF 0,55 OR EQUAL, ALL AMERICAN SHuTrERS AND GLASS ' 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) TOP MOUNT (CONN TYPE AS REQ'D) SeCTITYP. I N F, 0OTTOMMOU (CON N TYPEF Z-J N 15, ELEVATION TOP MCUNT (CONN T, (SPAN A13OVE AS REQT�,), B07FOM UCTION) (LOCATION MAY VARY (CONN TYPE L IHIAS RElb) BOTTam MOUNT tMNN-/ Lr..F n PV AS REcTD) r5PAN BELOW PANELS MAY RENOTCHED AS REQUI" PROVIDEO THAT CONNEg- Afr) BOLT ltl��12A".NE152' ANCHO RE USED Wilf VdINGNUTS FASTENED 0 SPANS ARa`C`A OVERLAPS 0 MOSPAN I 4PHROPRIATESPANTAB VERTICAL MOUNT ELEVATION (NOTCHED PANELS) NTS, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE- 24 GAUGE PANELS M STORM PANEI.�LPARAIIONIXOM IAAS5r 0WIN. WIND ZONE 4 & ESSENTIAt FACKMES11 MINIMI, OWGN kLLOWABU INSIALIATIONSoREANA 1 PIAN 3ty ABOVE IRAUE flHAN.10'ABOVEGRAVE 130 D I,, Go'; 106 fi,tI 6,08" 83,2.. 59 8,� 6,114, SPAN SCHEDULE NOTES: 1, ENTER SPAIN SCHEDULES WITH NeGATIVE OM13N LOAD ii PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLESTORM PANEL SPAK SCHEDULE IS ACCEPTABLE FOR USE WITH PMTIVE LOADS LESS THAN OF EQUAL TO NEGATIVE DESIGN LOADS. 2. *PANE1, FASTENERS' ARE STUDS USED IN C014JUNCTION WITH ALL MOUNTING EXTRUSIONS (�F"-TRACX, STUDDED ANGLE. ETC.). USE 5 25' 0, C , PANEL FASTENER SPACING TABLE VALUES FOR Ail �H I,- AND "U'-HE4DER5 (INCLUDING BUILD OUT CONDITIONS), AC CEPTABU� OTHERWISE USE NEXT H, HtALCIAM I ENTER SPAN SC14MULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY VITF-RPOLATION SETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEX'f HIGHER, LOAD 3S' FOR INSI ALLATIONS OUTSIDE OF THE HV"Z AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH k THE GLASS SEPARATION ;=S NOTIJOCIU14ABOANED t� MINIMUM SEPARATION FPOM THE OPEN OG IS IR 0 MAXIMUM ALLOWABLE DESIGN PRESSURES: FAS NOTED IN DESIGN DESIGN NOTES: I "'T'LE5 POSITIVE A IV17 r1QN ALCULAIED SE Wfr OWT ,,St WSH;111ES5UR.0 FOR _L BE D ER INIED-PER SER' G NN � E' SURE I EME D T F It HA Er� 16 or A BUI N . D RE STHAN 0 0 VE D� Q r r P URE C VA UE, r I FOR ANY ASSEMBLY AS S N. GENERAL NOTES: 05EN USED IN T146 MAXEMUHTESTED IT 69111 THAI M . FROM rIoNAL 5 DOCUMENT INIMUM PF(I) LABEL MATION, $1 VISIT ECALCJ 0 1 * * *Rn T at T Rn T *Rn Fo,_ MINIMUM ALLOWABLE SPAN SCHEDULE TDID MOUNT t '5 j I . 11 . 1 1 , f Build.0 M.Adw rf 0, 0, 1 23' Zr I - 1 1, 24 a, 01 a, ?Y' 24- 2116" 2r 24' T ��r Zr 'Or NSAISWAnallm 23!' n' 2r 11. 3W E� -T�i -3cF -5F -3F IF T r ZC W 24- %F ' JE 39 4ir ?A Aar W W' T�AU 2T ZF 31" SV 52- W' ST 7r W - 5! 22' 2r 22- It- 20' 37 It' 2F 22- 29r =11-Y� D"d M�t 2A, 2C 14' 3W 4r ST 29' 48' E_ W Hatift, (r Cr ?X 2,r' 2S- ZZ- 21r �:E -4 1�1 So 20- 24- 24- 317- 4r W H 2-1 X '4 L ap ONAL INTERIOR FASTENING DETAIL N.W. "IVIINK II,Xto- � '0 RL EGRESS PANEL DETAIL M ININ FAIN,.. W. ,:P� JA o or 3C to III '00 LLJ r- 1 P. LU < SIB 'ZI f I> -19 IN I C� C= C_:I ;:4 CZ C-4 W CL 3 E W 3: B9 cc W W = CJ a) W CL r N _J�J 990' 2750 r o a 060" 2250 0 75D" Z -D,094 DIN 0 1 0 OAV _0 625' 8 38 A__0 TYR ."5 TY13P T III& B6 _ _J ILA LVOV .,25 J� LOOV L_ R 2.000" 2,coo, 2 00 SUILO-IDUT -tr mEADER rJ4 AN cE 0 313 F_ .510 :l.38011 MAN 0.37VII 0.1 1 i B,9 6 r 12.500" PANEL COI IFR AZ :Ln 1-al:D -14.875" PANELLENGTH 4 I,Mn D.09IF TYR TYP., Ro 13 MUD -OUT 'r IRA 2 "a' I a 0,7'I'B". "A 0 �, qE,3�, "Oo" I SI., 10-0 n �.l T5 DULECITCH OR .1, _L 1LA I �,7 1 MAX L. ANOLZ - C Mix iffmorl� I-Il"r-11 IF OVERLAP 4" MAX - CtRUNS, CLOSURE DETAIL 25' MAX. 7 0.19S.-T 2S' MAX� MAk BUILD-CUTJ LU DISTANCE 1,0DO' EMBED -to 0, OVE WWI 11 251� MAX E V MAX, - MIN, DW EMBED 0 TRTO RDJNT CLISURE DEMB. V 20-31543' VAm Dvft;aP,=v ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PA14 EL FASTENERS 49 12 5" 0 C RON EM EM NUNN 1/1 W/1, 1% 1 MEMO EMBINNEEMMIM V M E FISH , EMMW�1111=Kmn MIN wen 21,11" EDGE DISTANCE ve 1, 2. Cus. 33 4 5� 1Z IZ-5I 6d, i5a" sw iz_v. :oS I iSVI A� 12 5`1 IB�011 I.al. Bull 17.51, iii 7.5" 160" 14,7" 6.0- 115" 16.0- 1,4,7 - 6.0- LZ,Ll , "r Ja Q:� I a , 14,7 " 6.9' Off' iZ.!V is.a- I(SB".. 14,7" 6 * a-- 14,7" 5 a" iz V, 12.7- i6_1r 1 7" ff- I&O's 14%741 Ra" L or CM-- 33 WOO.-REW 41 40 12,5' IBM' 16.0" 10,1" 12.5' is,0" 7.0' 12.5! 16,01 10.8' 6.2" LZV' 1150 14,1' &V� AZF' 1&0" 9.T' SN' 12,V' 1150' 9.7" SWJ L2�5: 16,0:: ILO� It.1 isol. 9�611 710" 6 4�, 5161, 115 1 "': 16. 6, 01011 ow 56 9.61, 5;61� 115" 0, Sur 6.W A6' S�W'l 33 TAPCRIF'CFAS' 41 49 --wAnoffit. SE 72 LZIV' 260 V� . la,5, Vi.`3 " 13.5 lz�!T' 3601 Is 13,11" il.Tl 1111011 2 Jz5I. 16'a- stz, WIA 11.41, IZ;5` 16.0 1;10 12.5', L2+511 15.ul im" ISO" 9 ill UY TPO, I—" 12 IT, �2, 5" 711" VTS_Ma�� ., 1 fliful it M-1 4� wlxt. Rustinic 48 5Z ?� iz�T' 1601. 8.6" 12.V1 15. S" 6,0" SA' 12,5" 5. 01 101 1�_V. "A" 41, G.Z5- 12.5' 15.4+' 5.9" 6,25" iLT' CT' 4.0' 6.25- L2.5, J4,2!. a2v, 1. 4;7" 4mOg� 1,21" i�.I' 4 T" 43'� 4m.' �zyl ANCHOR NOTES: i, ANCHOR SCHEOU LE APPLIES TO ALL PRaOucTs cERTIF MAXIMUM ALLOWAK ANCHOR 5PACING� RAXIMUMALLOW1 IN SPAN SCHEDULE SHALL APPLY A eNTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE M r AT zRlAL.&ANCHDR`rYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN 5PAN GAEATER THAN OR EQUALTO SH U TTER SPANS ELECT PROPRIATE MOU WING CONDITION (OFF MOUNTING DETAILS ON - CON Em ION TYPE). 'W DS USED IN CON] UNCTION WITH ALL MOUNTING EXTRUSIONS C 1, USE 6.25" O.0 PANEL FA�FrENERSPACING TABLE VALUES FOR LUOtNI�SUILDOLIT CONDITIONS) �Eb IN AccoRDANcE wrrH miNuFAcrutIERs' &EcDmmEmnATroNs, ICTURtSMLL CONFORM TOA5TM C90 ELOCKT U-817:0NOTED IN ANCHOR ZCHETOLLEI EDGE I HOST STRUCTURE DHEREIN SRAULRE EMBEDDED TO UN�CRACRED CONCRETE ONLY. RE 15 WOOD FRAMING, EXIST! NG CONDITIM MAY VARY, FIELD TOADEQUATE WOOD FRAMING MFMBM, NOT PLYWOOD, FASTENING LY FOR SIDE CLOSURE PIECE5i '0 NARWW FACE OF STUD FRAMUNGPASTENER. SMALL BE LOCATED IN U WOOD STU D (Y4" EGG E DISTANCEIS ACCEPYAELE FOR WOOD uF.6u rHERm PIN E " G- 0, 55 0 P. GREATER DENS Try. iAr scitiiw OR HE�( HEAD, DEWALY PXNEUYATE, ALL-POINT5 SOLID�SIEF & BRASS BUSHING AVE 112" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE A PAN HEAD, TRUSS HEAD, OR WIRIER fl,!�TIIH(SITIEWILKNIDLIE -NO 6. STUCCOCIT ZEIGISTAII-E ERCLU _ " WALL FI SH I, 'NE ",.I. A. NOT ACCEPTABLE USMS, Nair PERMITTED FOR USE WITH THE ANCHOR SCHEDULES USTEDON THIS U7 11IC CL) > 0 a) 0-0 2 CU -0 0- (D 0 0-0-0 C:) C:) .0 0 CU > -0 E 0 0" M 402 IN# 00 a- U C/) 0 C:L C:)L =3 CIO 0 L_ Cn LU 2 Z SHEET NO. SH 1.5.