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Home My WebLink About36499-36519 Camp Fire Tert° 0 J N N N 0 0 M 0 N N Cn ABBREVIATIONS 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 Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT, Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, RIS, R/SH or R&S Rod and Shelf 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 BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KIWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry 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 WDW 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 UNO 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 MIN 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 / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or WA. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. J'. MEN OMNI MEN J. 1 111 1. I �1 1: :T. 1 11 � J z..-Ll- txHy . ��T'- TT�T- J_� J �L� �" - _.J_,.1_,J NEIon ONE 1111111111son 1 001 son Ing 17 N MEN 0 N1 11 000 m I MEN GORE 00011 E I I loom 1. !MEN 00 �n I I n [::]JL i i El n [all E-1E]i u �_ �i � i II II II�1111 �I [=]�r i i E7 L-1 1= E E:1 F-1 00 flo, fl [�� L�� = E El L-1-3 E1=E:1qri 00 ---1 F-1 F ]1[7.--]L1EP4— �1�n � rF 6 - UNIT TOWNHOMES (ACCCCA) 6-UNIT TH (1532-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 FLOOR PLAN - UNIT -A 1532 3.1 FLOOR PLAN - SALES OFFICE (OPTIONAL) 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STD e 7.3-4 EXTERIOR ELEVATIONS X (ENHANCED) 7.5-6 EXTERIOR ELEVATIONS - LT 7.7-8 EXTERIOR ELEVATIONS - 2023 7.9-10 EXTERIOR ELEVATIONS - MOD 8.1 ROOF PLAN - STD 8.2 ROOF PLAN ELEVATION X (ENHANCED) 8.3 ROOF PLAN - LT 8.4 ROOF PLAN - 2023 8.5 ROOF PLAN - MOD 9 FLOOR FRAMING PLAN 10.1 ROOF FRAMING PLAN - STD 10.2 ROOF FRAMING PLAN X 10.3 ROOF FRAMING PLAN - LT 10.4 ROOF FRAMING PLAN - 2023 10.5 ROOF FRAMING PLAN - MOD 11.1-2 ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA1.0-2 PRODUCT APPROVAL SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after . construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ee^3 N C7 N 00 o its a z C LA. 7 C ,tom CD E �. CL U N M ( N 1Z,�rll)1111l►►►� ,� N LFINfr J�' O E IV • r �.N40 F'E7` 50 S T�' T�%) F01 � ,•, To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E COD Rs oa (nu-1 di Cy r14 0 zsz ,► LL Mu- u- 5 LL 0 _Z m -6'. o_ ao N tp 0 W ��° °' m W Z .' M Z d ZN OU U 0 � 2 z � 8 a - N to z o � � ` J Cn LL w .12 � O— w $ N c m �N r ro w w Q) U rR d N CD o 0 w Z '+ f0 E cL () U ? o 'o Z 9 a ')a 4 Z a� aJ C w m 0 Z M_YOLL _I a� i Z Z � o3 acD W J <a 0 Z Q c V Y c O l2h. > Cb N H L0 �o c� (0 2 tM �- 04 N ' T a � O 00 m U CD 0) �- O to Ire co LO t` r N LO � CD O �; co ,— E m 1 ch = 04 p Z r- H E T y 0 m a- v U 0 Q c � JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 1 •_ ■ d�LWW1U41�.uIkYWiIIU.e,Lll Ji11� JILrw..: „ E 11 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 FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. 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 w gw co CL CONTROL JOINT DETAIL SCALE: 1112"=VI ••?•"�, y"''�"• •' #5 CONT REINF. ' SEE FND. FOR QUANTITY , #5 X 25" X 25" • ' CORNER BAR ONE }`;%}: •• FOR EA. HORIZ. "`' •, REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL I W 1.4xW 1.4 W.W.F. e e^ e eV d i 4 e d Q ' < d ` e :- 0 A (4) #5 REBARS CONT. 4" 2'-1 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLAT : ] b SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB M24 BOLLARD DETAIL PER PLAN SCALE: 3l4" = V-0" 11 SIG , SYMMETRICAL 13'.4" VERIFY VERIFY f tV-10" VERIFY ELLOCATION OF A/C LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PA SE ♦♦♦ �r ♦♦♦►♦ ::♦ ►_♦��I �1�11'iii �` ��ili7/� IIII ��ili� ►� ��If 1�117 ��1�il�� IIII ♦l ►♦. r♦ ♦ ♦ ♦ �� l ♦ i.♦, ♦. CONDENSATE CONDENSATE CONDENSATE LINE LINE LINE U.1 OL 4" ELEV. FIN. uj OL 4" ELEV FIN. FIN. 12_ \)w CONIC. SLAB ')w CONIC. SLAB CONIC. SLAB cn co cn _ o _ • 11. n,• ih I J I I 1 I 'A 4" 1_ I I. I I I I I I '? -4" 1 1 1 1 1 1 1 _ I I '?I -4- PROVIDE 1 Y" RECESS FOR _ _ r _ _ _ _ _ _ _ _ ROVIDE 1 Y"RECESS FOR f SLIDING GLASS DOOR. REFE TO — + I I j j — C(61NGZ;FASWCORF ZEFETTO I r `r I MASON'S SCOPE FOR WIDTH I I SONS SCOPE FOR WIDTH I M L_ PROVIDE LINE FOR in I I PROVIDE LINE FOR M ® S3 I ICE MAKER D1 I I I D1 ICE MAKER771 1 S3 I 7. 11 y )_ 3 2" MIN. 3000 PSI CONC. SLAB FOR "' I I r I I II T I I /�j (I HERNANDO COUNTY ONLY. 3Y"MIN. I L J1 IL 2500 PSI CONIC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I I I I DBL. SINK w/ I ' I DBL. SINKw/ ' C.J. — —_ —_ ,DISPOSAL DISPOSAL _ _ C.J. I 'a D1 I IIII �� II �� III II 0 II 0 III I 111� J J11 I I I 11 L- JL Al I I I TYP.@ I L___JIL-- —3 —J 2-STORY U.N.O. I —E— — — 2' ., " O ' 1 -5 ® I I c I 0 I I 14'-6' � I 1 OL 0'-0" ELEV. ® I FIN CONC. SLAB C.J, _ "' GG ® I I S3 I @ FOUNDATI( 0 T 1 ,4„ M UD (ELEV, APPROX. I I1-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1.112" ■ IBELOW TOP OF — — EGRESS DOOR ITHRESHOLD. FIELD E IVERIFY PROVIDE 1/2" RECESS FOR CD S FRONT DOOR. REFER TO v MI SCOPE FOR WIDTH ■ IT /1i. In IID 1 _ 3'-0" x T-0" x V-0" w/ (4) #5 E.W. IV 5-11 5-11 12-1 of PWO I I PWO I I U I I I I I I I I 3'-1 " 6 3'-10" 4'-2" I — — PROVIDES R 2S FOR— — SLIDING GLASS DO R, REFER TO I I I I MASON'S SCOPE FO WIDTH I I M PROVIDE LINE FOR ICE MAKER4, D1 S3 I I I °Q I DBL. SINK w/ o0 DISPOSAL I CO I I NI (� ' —JI I L--LLLJLJ� -E — - - �-- 12'-1" PWO = D1 I nt�o C cDC3I IT7b I I 14'-21- S-10" I L O I I I I �' II EL E . I I II ELEV. T ' FIN CON . SLAB I I FIN CON0. SLAB I 60 I c.J. - - -�—+ - - C. CD CD I I I I GG I I GG I I I @ FOUNDATION I @ I I S3 I I I I FOUNDATION I I I I I 2' 0" 2' 0" I I 16'-0 6'-0" 2' 0" LO -77 L_ JI—T—IL-- J I I ' I I I= I I I L iI I I I I I I I l is I I I I^ I I I I I r L � \ C, I CO HI / \ I /I cv K I I I K N I W.H� / L� AAA_�J S3 is PROVIDE 10 RECESS FOR PROVIDE 1/2" RECESS F R �4 S3 L� �..r I I LFRONT DOOR, REFER TO J L FRONT DOOR. REFER T v I 2 - 0t2'-10jMASTN'S STOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2 -101 FM24 FM24 FM24 I I I I 4" / ji-, 4"10'-6" 10'-6" 0" '-0" 4'-0" 1-8 " 4'_O" " 0" o o I Q -4" ELEV. FIN. CD I 4" ELEV. FIN. I � I I CV) `r 4" ELEV. FIN. I I tO CONC. SLAB I I CONC. SLAB I CONC. SLAB Pwo1 ® I ELEV, APPROX. ® I Pwo D1 I I - — — 2 ELEV. CAN E NO ■ I _ C.J. ■ _ _ I _ = C.J_ EL EV• ROX. I I MORE THAN 1 112" _ _ _. C.J. _bg I N I I- N I 1-112" BELOW F.F11� I BELOW TOP OF r I o N W o I I W o ELEV. CAN BE Np� MORE THAN 1-1/2r I I EGRESS DOOR THRESHOLD. N L "b) C-� _, I - I I I I ® "T BELOW TOP OF Ir FIELD VERIFY ® I I n S3 S3 I I EGRESS DOOR IIIIIII 55 I I 55 I THRESHOLD. I I I 55 ■ I D1 I I I I D1 FIELDVERIFY I�LO JrA M I I S3 J CD + I c "SEE S-3 FOR I S3 = I I S3 I : :CS S3 II I = L u' RECESS OPT." _ I � L_ — — — — — — J = I J ]SE Lt�;HOSE T�11 1 1 (2) #5 VERTCALStH'[ HOHOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB WIIN FILLED CELL WAN FILLED CELL BIB BIB WIIN FILLED CELL 8'-0" 1'-8" 1'-8" 8'-0" 11'4" 1 V-4" 6-8" 11 V-8" 8'-0" V-8" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT WI 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Ya"=V-0" en N 0 Cv 00 G2 C7 -_ N VJ p = as � v m T C C � O d U N C=) CV t�LI ��'°✓r Ln ,,,,,,,P G V o n. -NO Inc= 't 7 •j; it -C C� 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. Cb w C N M ENOU. ajMer C hk u_ JLL� 5 'Cic W D_ a Y z— CC W �gm A�°'°'LL 0 m W 04 m Z d ZN U O ch z z z � o LL N o- �•U oc c6 2 8 <I C) s.ts, s o J< < z ss� Z � 0 �g '--4 '0 Q E V E � Za c3 a 9 M S E A �I 00 oZ6 Z F- y 0 <I ig E Z �w CA C CMC iaa O 0 � o Z` z CO � J y 0 Q W zo v3 � Fb o� 4 �o W v� a� 3 do rla o 0 •� O B >t\ CN ` 0 F� Lid cN Co O `� o CV Cr CV a 00 W a 0 o r (\) a N O In M M LO Lo 04 Q O rn NLo I n r E 1 0 M = iri N c Z m Z E r11 d c m a -j o :� a 0 c JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 2 I r` MIRROR OWNER'S BATHROOM SCALE: 3/8" =V-0" BATHROOM 2 SCALE: 3/8" = V-0" 0 F- 4 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25} S.H. 13 20X381 18JX37i S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 62 } S.H. 16 20X72 184X71} S.H. 11-12 271/4X26 26X25} S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1115 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 36}X251/2 S.H. 23 37 J X 38 lJ 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54X50J 524X50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" DRYWALL TOTAL RUN=14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" �FLITCH HEADER SLOPE CEILING TO MATCHSTAIRRISE _ F. FL. �y--- F. FL. 18 T7- 17 1 1/4" TO 2" DIA 16 �� HANDRAIL NO 15 LESS THAN 34" 14NOR MORE 13 U THAN 38N Z " ABV. SING CONT. TREO 12 11 HAND RAIL METAL HANDRAIL BRACKET BLOCKING AS REQUIRED F. FL. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 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 provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. o0 Y T 18'-4" VERIFY AC PAD LOCATION OF A/C PAD HB 688 Now mom OUTDOOR LIVING M::: 600 160864 CONCRETE L. 6'-8" L& 3'-10" T-10" 2'-8" oQ 6068 SGD ® ■ ■ 000 _ 5-SH � T O N 2468 REF IBM 7'-11" 3'-2" 6-7" ' o I O o C O vi rf)cv CLOl)DINING KITCHEN Q41F L3 o 9'-4" FLAT CLG. 9'-4" FLAT CLG. ® TILE TILE OP SINK w/ I D/W DISPOSAL -- I I �0 r---J U in I L J I FLRG. LINE 2x8 WALL ED 8'-0" 6'-0" 0 16" CNTR. AT 3'-8" o 7 A.F.F. 1 /2 WALL i; AO F,N CAPPED 1 UP 2 =00 � 55 q co GREAT ROOM F TYP. U.N.O ® 9'-4" FLAT CLG. E CARPET 7 13'-8" - 0 M � GG f` c cD r S3 1 C 11 o O u 1 N 2x6 WALL 6'-8" Lo 2'-8" 4'-4" *NO UPLIFT* _ Q _ S4 �- - - iv FLRG. LINE H 1 N f3{ /f,fp /� o ( = TILE CrJQ �T T- fV c0 ( U) CV N I � • FOYER ' 9'-4" FLAT CLG. 2868 TILE �0 p- ~ �T.O.M cv W.H. in 91-4" 7'-0" O 2'-6" © 3068 BUILDER TO ■ PROVIDE APPLIANCE 2'-0' 4'-0" -0" PROTECTION I„ WHEN °0 2, - 4 8„ REQUIRED PER E N Y z FBC 9'-4" PLG. A.F.F. 1-CAR 'ARAGE CONCRETE - _ 9'-4" F CONCRETE T CLG. ■a ■ 9 N STONE 600 T ~ VENEER 16" SQUARE b CMU COLUMN in r---------- ------t fp 0 c0 I I I I I I 0 NJ I LINE OF 2nd STRY. ABV. Oo I **NOTE'* cop I BLK. WALLS RE 8'-8" TALL FOR "A" UNIT 5'-8" o HB i FROM FRONT OF Ln K GARA E I TYP, @ I I S4 GARAGE 0 N 8'x7' GARAGE OOR "M 1 V-4" L 18,-4„ 1ST FLOOR PLAN - UNIT -A 1532 SCALE: X"=1'-0" D1 STONE 1'-8" VENEER io 0 ih N FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) row 10 3'4" 12'-0" S-0" 7011 1'4" V-8" T-10" 5'-0" T-10" 2'-8" 40 © O MOD 25 SH MOD 25 SH (39"x59") (39"x59") ■I' ® ® ■ EGRESS I EGRESS OWNER'S 55 BEDROOM D1 TYP. U.N.O. = 8'-0" FLAT CLG. t I ® CARPET o N �o 17'-8" io ifl 6,-4„ 4,-4„ 7,4„ ® M.C. - - - - - R&S ------ 0. B TH I 22"x36" 8'-0" FLA CLG. ATTIC ACCESS I C I N c CARP T ,1 0 N °° 1 /" FLAT CLG I( Cl)- N I 1, � ICARPET PW01 ®N / ® --- ----J R&S A - FO ' N ^ 28s8 X 61 _ - I v 7 ;0 u� T A. _ (0 8 , is tV 60"x AH U r o0 WER P I 10 CD R!A 5' 114' 4,„ 1. 3,_4„ I I 3,_8„ , - ; LOFT 13 ® T 8'-0" FLAT CLG. 14 4 LO 00 1-CARPET 1 00 16 I v7 I 17 ran - I Up 8 7' A.F.F. A L-� 4 1/2 WALL I ba CAPPED =9'-6" 1'-10" N•Or- CV M ; V�QB�ATH io N0 1-0" 2668 � CLG _O T.. 01 I WIC 8'.0" FLAT CLG. (V CARPET 2668 6) v o8 I Q iD rr is I M BEDROOM 2 R&S 8'-0" FLAT CLG. ■' CARPET _ Ma G.T. T G.T. 80 in © LO LO MOD 25 SH ( 39" x 59" ) EGRESS T-8" T-10" 3'-10" 4'-0" 7,4„ 4 7'-0" l V-4" � u7 18'-4" - - - -- -- - ,.... _. _ _ 7J 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Ya"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5,2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ 177777771 1 1 1 BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N a N 00 O c 0 c r_ o Q y w o M rn . J G.. M 0 ry 1 T y,tSS.rrfr,, o f.:TA E O� `j��r,`� � tit i�,< ,.\• l•'v• \�� To the best of the Engineer's knowledge, information and belief, the structural plena and apeafications 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. C E Ci N au La 0 + G (n C', ik LL Q CJ I LL W LL LL a Z warn a v £ a o r 04 W cp °. n W IL Z d J �L N O U v W ❑ ❑ z Q � - PI to z U �. 0 W N � r U Rif U • o M � � z �j E Ci w Zs 6 q a o E" =• !- r0 O mo �a � O O Oa Z :? ` -o aW wg EZ x I Z2¢ m po' W�s 8 zo Qo U z m, � a = Z6 U7r 2 C) >r T ca N O i-- 11) LO O Co 1 N o. _Lo �i Y E O 0o 0 m c� L) o r- CV ate-+ CV �- 0 LO +_ M co LO 6) CO LO N N o 1 to r- E t CV)c c E T >v n ci Q o _J JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 3 � 10 9 U �. 8 o� 7-- x - 6 Z 5 g 2x STRINGERS `� 4 °0 -- 3 '`�- 2 , F.FL. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = V-0" I� 4 n STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" 3/4" PLYWOOD DECKING F. FL. F. FL. OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" 17 16 1 15 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 13 �\ 12 � 11 \ 10 �- 9 �• 8 :_ �l 6 2x STRINGERS in FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 S.H. 13 20 X 38 J 18 X 37 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 62 } S.H. 16 20 X 72 18 J X 714 S.H. 1112 271/4X26 26X254 S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 1 X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1116 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 3811 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 624 S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. _TF_T_ ,�-CONT. HAND RAIL 4 W t oQ F. FL. 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" 11-1 FROM TAPCONS@ 16"o.c.AND HANDRAIL DETAI L TYP. STAIR SECTION AEND . . SCALE: 3" =1'-0" DRYWALL 1 1/2" MIN. CLEARANCE / 1 1/4" TO 2" DIA i HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 (2) - 1 314" X 16" LVL 2.0E Fb=2950 (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 Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. (trip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. c r a VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- OUTDOOR LIVING 4 9'-4" CLG. A.F.F. c CONCRETE to -0" 16-8" " 6'-8" T-10" 3'-10" 2'4" y0 6068 SGD °' ~ © co O ----- - F2468 REF BF `° I `° 8'-3" X-2" 6,_71, o I O 71D ;Z DINING N KITCHEN WC11 9'-4" FLAT CLG. 9'-4" FLAT CLG. (D I� TILE TILE Z I I I SINK w/ I o? CO D/W DISPOSAL I - I I I I 0 r--- J L_ FLRG. LINE ---- - 2x8 WALL 6-0" 8'-4" L T-8" 4 ' 16" CNTR. AT 42" A.F.F. 1/2 WALL iD < iD CAPPED r 1 • II UP 2 N I it M GREAT ROOM 5 9'-4" FLAT CLG. CARPET 00 14'4" _ " 7 o0 cD cG b PW01 D1 1 GG TYP. S3 11 12 � 2x6 WALL 7'-0" 2'-8" 4'-4" b , o0 `D *NO UPLIFT*_ _ CO PWO1 FLRG. LINE Q z 00 f>-V V 00 R D1 S4 N co N '� H1 LL TILE F N OYERI a 9'-4" FLAT CLG. 2868 TILE 60 C O ZD 9,4„ T.O.M. `t c 74" O 2'-6" rn Cn 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2'-°" 4'-$° 1-CAR GARAG E 9'-4" FU T CLG. CONCRETE ENTRY _ 9'4" CLG. A.F.F. c� N cq CONCRETE in v 0 r---------- ------- I I qo I I CD I I 10 I I p j TYP. @ I I q M GARAGE I I I K I I ■ I S4 I oo I ' I ZV iv cV STONE VENEER -/ fA _ •.. _. 8,�011 O 1ST FLOOR PLAN - UNIT-C 1624 SCALE: A"=1'-0" F---- _- - - -- - - -_ - - - - - ---I 2ND FLOOR PLAN - UNIT-C 1624 SCALE: 3'a"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET � SEE SN SHEET W140 MPH ME 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 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408,2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND •• • 7• 1000000000 : • MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED R CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N O 'N OO c 0 o .o : us a Q N - - -: oc _ N O N �3t'•i;' N 7 SO 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. E M g V (2) 0) S co (0 0) jz) N oa LL Q C LL W _JLu LLLL t1 Z a 0 O .= ir' 7 M lc � W 0 �m IL Z uY N Z Z N OU U W 13 El z 0- 9 W) (nv) 13 T`' CY3 O � S 1> N C. N �tn (� r- r'n Q A N C cD M Z Z Z N o QO E az zo n. S E 06 g= pU Z �C L8 tt in ro C C ° X U �o Oz ZF Z y _J M 'aw Q W3 �w �LL = �yz � MJ c•7 a� c O 0 >r N r O N_ L_ F- Lid o M M� N a o T OO �C/�r VJ °�° V CD T- C 4 CV H p LO L17 +-' (D M LO 0) CD LO M CD cfl 04 O L�f) L M = 0 v; N c Z E T c c a U J Q 0 J JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 4 1ST FLOOR BUILDING PLAN SCALE: Ya"=1'-0" cn N N 00 O CY- v a .y ? LL O V, +Q N l.1 i... Lr- VJ L2 � L � R1 � O_ 4I O M �V CV UMI N �,� •F: •ij �'' is :� • ST,4TE GF J •• O •,` o ., s To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code _ Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q E $ d N cOo `chi f0-0 dJ Q N N n0 # a m a LL M u- L L W o_ Z -d�o _ L A g O 1904 o ��rnrn m W LW z LOCO)Nz -4 J Z N OU * 00 0 CD W V M Z N M Z CD Z O Y fa-- N ^ 1 ^'^ 4C3 W V O V LLI � Ow IN c N W _w -J xl�" �� Q 0) o � _ w w z c"� o a Z �� as E o CJ FT M ¢w ao 0. O cc C YO V Z cD rp � i n z C �z DY u o Qlpi Z w p W ¢ p az r W� Y I� �IJ C O O J N F- L O CD M � � Ln CV a N *� �."i �' Y E O 00 v mU U �T \ V rn Cq O Ln (D Cl) LO .Q o� CD pOj t0 QLn O 0) N fO Ln ,- E Z O M N 0 m z r y c a E 1 0 Q p JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1/4"=V-0" C=D C-j 00 C2 CY- CL- w 5:1. O O Co S T A TE- OF r) 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 1- dr 8 g 0 ce) 0 C) C-4 C4 Of 14 C'N q —i L:L Lau Z 0 W cc 0 cp W W LL=L0MzaJ M N < 6 0 * z W (n 0 C11 o LL� C/3 U 0 Lij V) A R Lm MJ2- U- Rj E ip o 0 E U V-U K a 8 E C0 ru O Z�° (D t co co 10 0 Mio R US 20 Lo U CO 0 U— C%4 LO 04 -8 E 50 .2 0 M CNC=) C14 0 LO LO (0 V) M LID CN d) cD a) c6 <LO C) 04 LO U-) 6 E 6 V- 0 W z E r— E 0 M 0 JOB NO: 23-00582-00577 SCALE : AS NOTED_ SHEET' NO. 6 6" v /'*�c CORBEL DETAIL VLO) SCALE: 2"=1'-0" FYPON: DTLB4x6x9 9" 0 T B KEYSTONE DETAIL, SCALE: 1 /2"=1'4' A WATER TABLE DETAIL SCALE: 1/2"=V-0" i _ I 7 .1_ _— F _T_ J l - \. - _ 12 T T ..I A .l T.�.. _ T _ ZT -_ 12 14.0 FIBERGLASS _ J \ FIBERGLASS �_ Z I_ J- ...1. J_ _ _ � _ C l ( ,l J _ -� , SHINGLES -,-- -� Z T...1 1 L .J _C I i I I J .J. L_, SHINGLES - - -- - J I Z I J_ T Z_ J .1 T. J_ _J_ J x. _. J _�_ [ ...J . Z _I�_ _ F 1-. - - -- 20" LOUVER I - r -- -- T.O.P. - L_y_-- _ ----It1l/4_'IRLM-------- 1 - � ---------------- - - _�� T.O.P. --- - z-- ..�, HDR. a -- I--- I - FOAM ILO Uno o o 0 00 0 0 0 0 CD 77 (TY ) ERS 00 I 1 © 10] 0 4 Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z _� — T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH16" BA , F.FL. 16_BAND — iV CV `d N� ------ — ------------------------- --- — — — — — — — —fV d -- -- ��--.-..- ---- --T - -- ----------------------------------------- CLG.HGT. - ----------------------- -------------- _�--- = -------------------------------------------- -- -- v TEXTURED FINISH 9 TEXTURED FINISH UNIT -A 1532 NO 11 W1 ___N 101MINIE ININI IMINININ7 MININI 11MININ1011 UNIT-C 1624 4.01— �. T _ l_ � rt"i T -J I rJ t J_J J [ J: - ; I - FIBERGLASS J_ _j Z�J-1 J - J_J-1J J .I J 1 J l J.J. �J J 1� A 1JI TT SHINGLES .Z_ J I ._J _ J .1 _ _� j ...l J J 1 I-- T_ - �- i- J- I_J J. J_ . J ..l L . J J , J J�J1J7 -- - J..: 7 J- .� .J �... i t J 1 J C. l_ -J: � CJ`� .J J I. J J .J._ T. f .T. � J T T T T, I l J I J I J: J J._ J J J_ 11 :L J I 1 J l � J- i UNIT-D 1625 1 x3 A UNIT-D 1625 g UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" a-1;-.J7.J 12 — 14.0 FIBERGLASS SHINGLES J J (..l_ �_ J T J .J_J. I_� J J..IJ= T7.� J r T TT �S.0 J: �_,I_J .:I..-1 T T� T.O.P. T.O.P. -T-- J_. _L _ _ " HDR. a a o a o 0 60 I � 00 o Z MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH ,— 11�F.FL. J..J J > ..J L l ..1.- J T.-J_ J I -1. I _ -�..a J - -- 1. 1. L J -- _ >_.Z_ _J. L. [_-� C...1 .-- --- ----- F.FL _ — — — — — — — — - -. _ I__ _ �_ _— _ �I— — — .— - _..-�. -_.—_ _ - — — — - - _ J, � � - ... _ - - - T.O.M T.O.M. _ TEXTURED TEXTURED TEX URED FI ISH FI ISH FINI H I rn I I I F.FL. _- - L-L--------- -----I ----- - - - - - - - - - - ----- F.FL 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-D 1625 6068 SGD UNIT-D 1625 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior 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"A" 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: Installcontrol 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 manufacturers 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. • ntinuousl above all ro'ectin 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 CV 4 CV 00 0 0C d �. -n CW 0 �a f^d to = - j: ch N r� e.• f -'� • ' • • • ' `�," 'moo .° r' -S C9 tir Al o 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 E 01 r° 0°00 Mp �N O'��. # LL C LL —r W n. JLL� z a 4 W �Z 0 (N M Z d J L ZN O K 9 U c9 W OO CD Z_ N Cl) z C. z n- V I z 9 t,n4-1 vas U 0 w g N U � E 8 ® w V S c � Q Y �0 soy � E za tg ¢" E O V sLL z z® oa U0x� Z as w o E 6 Y W s m Z �! v —1 S c) O _ T w 7by a - U W 3 T 0 W K� 0. N 1U T.� m o& �a Mill C a M 0 C O Urn co m d' CV � 0 ~ Liz CV C4 � `� O Liz N CL N T- Cr O 00 W m U CD N I— LO Liz +-� M co LO O LO O �; CID N O n T E (a CV) T Q o Z T c m 0- ai v M U _JQ c _J JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 7.1 T.O.M. — — —� HDR. ---- O 50 O io 2nd F.FL. CLG. HGT. _ — T.O.M. AT GAR. 8" FRIEZE — BAND 00 'v _o F.FL. — t z- A- 'C �12 4.0 , I , ---------------------------------- -------------------------------- ---------------- TEXTURED 13 SH FINISH 13 SH � m i HDR. ---------- ---------- TEXTURED FINISH Q 00 35 SH 25 SH 25 SH in LO 0 T LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" — — — — — — — — — — — — ..- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ ----------------------------------- — ❑ TEXTURED 13 SH FINISH 13 SH J. 16" BAND —-------- -- HDR. -------------------- -- i TEXTURED ro b FINISH 60 v --------- 25 SH 25 SH 35 SH ------------------------------------- 0 —L----- RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" T.O.M. ---- HDR. o � 00 to — — — — _ 2nd F.FL. — — — — _ CLG. HGT. T.O.M. AT GAR. 8" FRIEZE BAND Co qt b) co v 0 — _ F.FL. T.O.M 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. overing 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"A" 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 INS 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 Ch C%J O CV 00 C3 r Cl _ E. fY : ,2 fII LL�? tzf - W LL ..._ _- rn F_ a 0 c+4 0 N Li:r�•irL. `� No r�e'iF7 0 STA7 E ! F :; a 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. t» g8 c, 1,8 N CS CM # v C J LL W J LL LL a Lu _ L O W A Co d Zcm co _ W U' N o z � z Q tll � a — N (D (D o U O LLJ w g V) c zD owl M M K Z Q J a p E V vO w� z i �s <� na ZS F� fflo CL E d 0O F- N C g azp n 611 M0 60 Z� C d) J aq m � Z > aw ab OS O o.z W OLLLL 2 w �i OI4 U c O 0 j V ca ci 120 ^ NCD H 117 M co o �' o Ln � N a N r E O 60 W o N Q iT 04 LO IC t N O LOrn Q CD C3) Lo C6 O I to r 6 m i i 0 M T y N o Z Z m E I—c =� °� a U _J Q p JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 7.2 C=) CV 00 cr_ to C2. rn za- C' L4 ca -C3 a, --i CZ C-:' C3- O C14 4c=) C14 LE Cj E N,S No 7 7 5 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, 40 W E o 8 LQ C" 4 oo, - 5 rN 0 Mv LL LL LU 0 z j t M W ta W Z IL 20 < r M a N 0 0< 0 z 8 W Liu N Cn z pp < V) Z: (D (1) 4-J 2 U 0 LLJ V) C--fV U L=U now U Of < M C=> CID z z 0 < U- 10 1 E=- z® E '0 E 8 0, 0� I (0 t z jz M �= to 0, '0 FF z 0.- 0, 'z 0 Z- L3 r 0 > CU 4i C%4 L-0 C-4 C11> CO LO M LL Cr CI E 60 U) m V C:) CN rn F- 0 LID CIO CI) LID LO C'4 6 0 C=) M C6 Q CD 0) Q Lo E c?) 0 z M z E C -jQ M a 1 3 JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 8.1 F u SYMMETRICAL NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN SCALE: X"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112" 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 5l8" ANCH.1 26 10dxl-1/2" HTT5 5795 5/8" ANCH. 126 10d x1-1/2 K HD3B " 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "" 8 -10d x 3" JUS26 1000/1080*" — 8-10d P HUS26 1320/3235 "* 1335/2820 "" 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME rV T 3965 3330 22 -10d x (1) 5/8" ATR wl 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT24060-M 3770-F 3500-M 3240-F w LUGT2 13100-M 4520-F 13100-M 3800-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (20)1 Old 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 WI 318" 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 (+1- 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 I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I 11 O INTERSECTIONS. SPLICING M 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. OF NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) Xt OR 2 PLY :ARRIER p �Y Cq�R�ER � ® A CONT LEDGER ---(A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2%6) or 15/32" EXP. 1 (3716) TILE: t�2" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" 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. HIP ROOF >20 TO 45 DEG. (4:12]-[12:12] a=4ft I R a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] c CV 00 n G 7 t>x C_ C1_ - Q U y in e- CU vn �.: UL co � !Y_ L, M j 2 O N rQ P ��v.�'�r3tisai•'� 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 or H � N Q c 0 4-aao ENO Q iY c J LL U. LL GW. m c a 1 W N� o 9 W Z IL °_' No N Nz d J N OU *' v = W ❑❑ z z z 0 J d N N C� CD CWqj Q) Q) Ur 4--+ .O �N 8 oUl R3 '— J Q U C sm o chi z M O i `8 E w� u o- 41 O w� 0 g0 r 1.-E ", 8 E ttr 8 O� L Z N Q� y 0 l IX W c ao m2 & Z z � J �> � a ° > z �i � WZ g� 58 z W �F U p7p �o a = U � c` N F— U') M co `� O ".2NLL N T a E O r 00 0 m V N N �— O to LO +—' M M LO o rn co QLn O 0) N LO r- ci m 1 0 Ch ` N o Z c E T N re a 0 _ ui o Q O c JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 9 JUNIT-A 1532 IUNIT-C 1624 JUNIT-D 1625 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I 32 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-O" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN SCALE: Y4"=1'-O" 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 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 112" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-112" HTT5 5795 5/8" ANCH. / 26 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 112" 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 1 112" 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 1Ar (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/ () 160 SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/. 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (''). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 10 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE V-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 FX CONT LEDGER A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft 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 ISO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 1 49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y6" EXP. 1 C$116) or 1%j' EXP. 1 (33/16) TILE: 'y32" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1Rid (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSR0-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] en C'V O tV ao C2 W C..-. - .. - x 22 i `a <: CE I' Cl- 0 M CV O N W), No F' _ r'50 n1 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. 014, N N G �M0� M a "`U. u.w Z r�O1 am W � 8re'oO1°' m W Z I IL w u` Cl) Q ZN OU z N Z d �r U WLU � � O w V) U � w t — t z Q so o CID M � z z Z J � � 4 LL i o n n p u � pO (D E �U Z t az �S rn c m0 Z �v inogz �w 10 ° az oT NW a� =3 o wa a� v Na i;3 C C)4 2 U cc f0 ^ N O F_ LO M CO O Lo N - N T `--- ♦� t E _O 60 (n m cm U o .— (V �•+ �- 0 U) LO M LJC) LID O 0C=)7 C10 C:)L 0) (V Ln � E c O M Z M Z E T t/1 c c a tJ 6 Q p � JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 10.1 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). 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 PqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR i & 220 VOLT OUTLET $ WALL SWITCH (b3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN ;Q' EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT p]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I LAV J I -U TUB/ W/C SHOWER LAV 3" VTR �L I I I I I I OPT. LAV LAV I �I I I u W/C SHOWER STUDOR VENTT LrJ DBL SINK W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ, F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1560 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT % 64 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP ETER MA N 1�0-200 AMP I If / —Serial Cable 3R Power Co. Feed -` I -I I , #4 Solid COPPER Ground OUTDOOR LIVING C.O. INSTALL LIGHT � ROUGH -IN FOR OPT. FAN/LIGHT WP GFI I rrn II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. 0 ----- ff--- 1 DINING KITCHEN i rf ---i GFI d SWITCH FOR - DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. ��FAN/LIGHT 1 I I rl 1 / FOYER In I I I I DB ENtRY Wo- LIGHT AS �C FI& PER SPECS DB&GFI TO BE ALIGNED VERTICALLY i C.M GFI @ AAaa ` \ \ \ W.H. A.F.F.Yt ' \ 0 I \ I I IGARAGE I 1 \ GARAGE LIGHT AS PER SPECS GARAGE ODOOR GFI r-----------------I I I I I � I I I rj Z f= d I I Q I w I Dw I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL -UNIT-A 1532 SCALE: Ye"=t'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD 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. f— _ . — — — — — — — - - - - _ — — — — — — __ 2ND ELECTRICAL -UNIT-A 1532 SCALE: Y4"=V-0" M N_ 00 CC - r oa O U �s va t` -a CD � U 0 N CS N ,��eaa+ar.�,•ir N I E ter o To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E N O C 4) a0 rnnr� J Cn � .� �LLty a. Z Z mrng CN W W m jOf m w �`�°_ L Z oo to N Z J ZOU N W �1:1 V M � z .C}Njj Z r: - N co �v�LL w L' U O W s V) �c N ,N, = U) cCj 1— U) w U Q Y 11Dc � N � o(� f e'M U_ z n [�u > fn 2 Q C� C OV �Z 3 2 e 'uS o¢ �6 DU Oz Z n7 Qi <g EZ 'o a) Q8 Z d% m J .9 9 QW ZZ <� �� =o az U� �w W T N� z 3: �3 ou 0 O = 0 a� m N H r� LO M L CD LO N a N �_ � E O0 --2 M V O r CN CV E_-- O LO +-� M co LO C' r CV M 04 C= � cfl QLO O LO T z M 04 o Z m Z E T m 4 E qq 1 U J O J JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 11.1 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). 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 FiF HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® 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 O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH C� �7 J ROUGH -IN FOR OPT. CEILING FAN G CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GG (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I — I r I I I I I I I LAV `I_ � I 1Ll TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT. LAV LAV SON I I Zl W/C SHOWER _ `end p FAR STUDOR VENTTt , DBL SINK T' W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SO. F.T. 1625 S,F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1560 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 st 10 KIN at 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA1 RMAN 200 AMP NEM 3R Cable #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT WP GFI 1 1 DINING KITCHEN 1 r GFI ( SWITCH FOR DISPOSAL IN CAB UNDER SINK 114 GREAT ROOM ^� /,^TROUGH -IN\ FOR OPT. 1 FAN/LIGHT 1 I I 1 / FOYER DB 0<1 NTRY WPo- IGHTAS b FI® ER SPECS DB & GFI TO BE ALIGNED I VERTICALLY I � _ wz - LU IX U 0 - .—M - 0 I I I I I C.M 1 UPSTAIRS P GFI @ 44" ` \ ` \ W.H. A.F.F. 1 \ 0 I I GARAGE I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r-------- I ------- I I I J I I I0uj Z I IQ t1 I I0 Q I IJ U I I � I i I7XW 1 I> W I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL— UNIT—C 1624 SCALE: Ya"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD 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. F_ --_ __ — — — — . __ ----� 2ND ELECTRICAL -UNIT-C 1624 SCALE: X"=T-0" CV c c� ao C= CX Cl- V9 d, c y r M 0 N u_o) ,ee�ttz;I r o "J Id0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W Q € � N 0 N in�nw fNM 0 LL Q LL LL LL 0 Z = m °i o zr C W IL Z to N � O 0 ��pj 0 m w NO NZ d Z(14OU g W ❑ ❑ C Z z F V7 �-J z v s l� O N w o g V1 c ®AN U w 2 E 28 <� _ jig So a2 Q Y W • N s eo ti o C'rJ J o w Z d z J L.L C aC p U � z o �� o° �z > z b z® °a Z QQ I� °o 10 o � 1z ra mg ° LL Z j C m tL J �o ia� z qz iN 33 U ]U W U]az 3 soF a� -Ir r w< o v 0 o 's 0 O rn M N � � N H M CoQO 10 CV LO CV V a E: 00 U) .2 U T- O �- O O) In LO M LO co QLO O rn N LO Lo r z O c� Z c m E 7— U v Qi cc c a ,° Q p JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 11.2 OUTDOOR LIVING - - - - - - - - - - - - - - - - - - - - - - - - - is I ®LOS - - - - - - - - - - - - - - - - - - - - - - - - - - OUTDOOR LIVING OUTDOOR LIVING ED - - - - - - - - - - - - - - - - - - - - - - - - - IM 1 ® - - - - - - - - - - - - - - - - - - - - - - - - - OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ---------,--- ----- --------�--- ----- -----F�v I L --�--- ----- - I I I I I I I I I I I I ® I I I I I I I I I I I I 01 DINING KITCHEN � O KITCHEN O I KITCHEN DINING DINING KITCHEN 1 I0 I KITCHEN DINING DINING KITCHEN I O 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 r---� r I I -- ML I I I O� I J L--- I Ell I I I I OD I J L--- oo r- r--- r-------------- iF - ------- ----------- IL --------- L GREAT ROOM METER BANK ® (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) GREAT ROOM ® SI ISE p•; ►*0 CA) CA) 44 I ►ii i M—.11 ii ■on.,,. I!uI I 1 .i.,i ...III oil II�I u: / ►•' on; / no, Nuat was .. :::14111 III III �� u/ �Q PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES UNIT -A 1532 ------------- I I I I I I I I I I I I I I I I I I I I I 1 UNIT-C 1624 r - - - - - - - - - -----t I I I I I I I I I I I I I I I I I I I I .:FENTRY llook F] GREAT ROOM GREAT ROOM GREAT ROOM — — — — — -- - -- - - - -1 (0, rol cc - - - - 1- _ ` -CAR- QARAG E-1--CAR-GARAGE ~ 1 _ ENTR)` —T1WRY— — ENTRY — - 1624 --- r----------------t r-- �-�--------� 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 ■ ® 91ll ® rM7 ■ 1-CAR GARAGE UNIT-C -- AQ24 F- r---------------- I I I I I I I I I I I I I I I I I I I I I I DINING GREAT ROOM 1-CAR GARAGE UNIT -A • 1532 r- 16------------� I r.i I I I I I I I I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: &=V-0" en N O N OD O c _ 7 -:. ... 5 .. y � ill (Z U q CN 0 N L P • LE,'t,; i o .,LPN i No i_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W E 0 LQv m d c' W A, v S LL U. � c LL U_ W a a Z Y Mg 5 o W°'°' m IL Z Z 04 N OU W U ❑❑ Ur z z C5 z J - d N v) z '° LL 0 0 c ' U as _ Q 0 w ps o s N E U � �- r. �a V Z co K WJ Cn � 6Q fDU J �b s? w g� z go W �u v old 0 3 0 o � U C � m � N H Lid CO `� o cN p CN a O 00 v! ca U 4..1 CV o _CN LO Ln M Ch Ln U*) CD O rn N Ln Ltd r ai I Ch r CV c ? m Z c E T _ a U _ a a 3 JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 12 IK LINTEL PLAN NOTES: jINFO° �' :p• ° p p••; p' p•- p• - °°'O �' 1. THIS PLAN IS TO BE USED FOR STRUCTURAL oI U-1 RMATION ONLY. 0 0 0 0 = ° ° 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 8F8-1B/1T 8F8-013/1T ; = 8RF6-OB/1T O ®U161, . ° © TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 0 0 0 0 0 0 0 o BETWEEN THE LINTEL 8t THE BOND BEAM SHOULD BE 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T U,O0• © O © O o o o - U6 o U." o o COORDINATED WITH THE ELEVATION DRAWINGS 8F20-1B/1T 8F20-06/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR 0 0 8F24-1B/o 80 a-oB/0 © 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. a� TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED /2" J�Ll G ° R = RECESSED EAR QTY. OF #5 ° REBAR @ BOTTOM ° OF LINTEL CAVITY a .M.U. au' °° ° 8 16- B/1 T o ° z a , GROUT tNOMINAL.QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT C O BOTTOM OF TOP LINTEL CAVITY NOMINAL- o OTTOM REINFORCING HEIGHT D IN LINTEL 7-518"ACTUAL (VARIES) 8 NOMINAL WIDTH MATERIALS tc precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. !Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / O Safe vertical load Safe horizontal load — . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J W C.M.U. n00 N Q m ZLu ZbWJ W Q J N Lu Z w i EBAR AT BOTTOM x IN. (1) REQ'D 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 top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications ON POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION I nD nD nD nD nD nD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL OMIN. OMIN. OMIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=V-0" SYMMETRICAL c iV o� `r 4) G. c_ O d V O M N O N 111lt!;• o No . i^ i 5o i�•' S T ArE (IF UA-/ •+ lam. 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 - Residentiai 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. W 8 $ gE N 0) r 0 N Q C J LL W d LL LLLu L ',p N rD O Z Cl) Z ILLLW N W El El ID Z i 4 r) z Cn. igPr W a N N Z m � C7 Cn LL (� w � U al O r„ cn N w U Q ¢ Sm � c�p M z z u ZQT J � Z _2 �. I O E v �a i® go � ru x� ¢� o OQ Z f— �? wg RZ co qz �pO ZM J ? OU ¢ " T Z 2wo $ gw a O a Z z N W pT d� F r� _ 4 Y H F � � a v .51 °3 C O O T) U M m CV O H L0 cCN M O o Ill') :3N 14 C a T `1 fl. Cr Y U E O 60 W m CCU o rCN F— O LID LO M M LO .Q O LO ca CD N Q LC) cM N d Z (a Z ' E T 2 E d M a J Q p JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. L 1 3 v t� Q 0 N I 0 N J pO O CV LO 0 I M v cn 0 N I 0 N J rz 0 0 I 0000 LO N cn .3::S c 3 tR N 0 a E 13 v E 0 x v c aci J N C� 0 0 �pp C.� i 0 U i y I Y i 0 01 a> ti N N ai 0 0 a M 0 N cm v STRUCTURAL NOTES 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 T0 SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE ACQ C,ACQ-D, CBA-A, R 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. LOWERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530,1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2" y„ y4 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN 18 ENCLOSED BLDG +/- 0. INTERNAL PRESSURE COEFFICIENT= ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/7 MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: STEM WALLS. 513 + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS -140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF /-39.7 PSF 4. 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ 1 �� 1)/8-- FASTENING SHOULD BE TYPE 'W 1)/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy =46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6„ O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM Fy ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE g". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH ASTM A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d=0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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. Imgation/sprinkler systems in ludin99 all riders and spray heads shall not be installed A hin 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back,II 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 subs(quent installation of traps, etc., shall be made with permanent metal or plastic forms, Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete okerpo r and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verb I chemipal barrier must be install,�d afte construction is complete, includingcfandscaping and irrigation. Any soil distu&d 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. ch N 0 N 00 o Cl- .- W ,.1. y C) T 3� o d. U N 0 N LO liIt'i;;r N 0.-.C- * . Cr- ^, F U•-• - Z' ; 15, 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 71h Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11-o 8 V NIm Y 11j+ O Q C J LL W JU.LL 0- -6 on a L4 W" 0 fin, 10 v WU)�pjOi m $' IL Z N OU W U 0p CD t� N z z a a W�,z� ___ u •U O w $ N c � U LM J ER S o E Lj_ E has p 1co U � O 00 a OU os z W Z m J2s w aro . Z 0 U W } m 816 1. U IIIII� v 0 ;3 >co W rn 0 CN L0 M Co O O o. o 00 U)V m O F--- O LO LO M co Ln 0) O co O co r Em O CM ` iri N o Z Ecc T m - a U � Q ca � JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. -v v LO I 0 N J p� O 0No Lo 0 I t•7 i V 0 N I O 0 N C> 0 I 00 LO 0 I N v v kn Q v+ c 3 Q N N F-2 N a� E 0 6- 0 c C J N a> t� 0 v pcp CJI 0 a (3- CD i' y �i C O v 0 J t� I'M N N LO N a' 0 0 a M N N LO 0 m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-l" 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** 1 0'-0" TANK -LESS W/H CORNER OF U HOME H C G GARAGE SIDE O O O 5'-0" < - STUB -OUT FOR 1 �_�� o 0 0 GAS METER O �• U 0 r fV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/el wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" ortwo 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 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 r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) --J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges FILL CELLS STD. 90° HOOK r— BOND BEAM cr U_ w STD. 90° CONT. #5 BAR >I HOOK �- -� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO - .Y. CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D ,,—PLYWOOD FLOOR COLUMN AND ,,1-- -- SHEATHING PER PLAN _ CONNECTION TJI TO BE CUT TO ALLOW " �- -' ' FOR BLOCKING/TJI MASONRY WALL OR L ?•; INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location j Series Depth End Intermediate A ®I, 9-1/2" 2 d8d8 2-8d / ! BCI 5000s 11-7/8" 2-8d 3-8d Clinch nails 14' 2-8d 1 1 9-1/2" 12-8d 2-8d when BCI 6000s® 11-7/8" 2-8d 3-8d possible BCI6500s® 14" 1 2-8d 5-8d -- 16" 2-8d 6-8d 11-7/8" -2-8d 3-8d - - BCl60s 14" 2-8d 5-8d Tight fit 16" 2-8d 6-8d- ood/OSB web stiffener - 2min. 1-7/8"3-16d 3-16d 2x4/PI Yw" ' � BCI 90s® 14" - 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over I blocking and wall or beam below.* joists meet over wall, provide �When 1 3/4" minimum bearing for each. Provide adequate bearing J for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) IK Ct UU I ANYWHtht IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. �h. S.Mi'&� ��`Y')T. �f ., u �;Fy,: l . n k; A�.S�° - �r +.: !- - �- i' Y � 'w �•Rt�r uif� ..^nc T NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1y ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/" 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. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger I. Filler block. \ Nail with L 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap J —� 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 0.6XJoist depth t� I i I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. 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/ META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ '10- SEE PLAN FOR •. • . • FOUNDATION INFO ' a ° 4' STEM FOUNDATION GRADE _ a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. - F LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE MnE7 \ /Cr3T1f%A I -rUrlI l CAIM TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE z� \ • a • A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 71 d d c a da a ao L C A a° Ii l lI I I I- '' SEE FND. PLN. SIZE & REINF. M N G N o o c1c d o 6 a r--D ti��=: r_ 0 N N L E q,, `�. o• E r� QC/' T ' ro\P� f�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. 0 N W .2 $ i �_ m :3nC9� III rNi 7 "° LL J rJO U_ U. LL a = C rn a S2 5:eCA O ro ILWWpjO' m'w =N�za� N o ci = N W oo (D V z M z � z a $ a lJ'1 z v C� o a--+ •U 'O 0g Ln L" N V)= .co U '= 2 e 8 c 8 a C4 . O N z U_ .9 E 1,6z� Q� � 8 Fz ❑a H r0 g � �$ Qo ztio� °do rc� cn C: C �xZ x o � Z�� m J wp >� Z � g U �0 W T ? N w a MJ =Ia S c O 12 rn N � � cT'o I— LO cC-4 Co O ` o T Cr EO 60 m V CD 44-0 I— O LO LO .Q M M LCa .� a) CD M O co QLO CV O 10 Lo T— Qi m 1 M - O 0 z z H CV >v E T ro _ ry •• 'a c a IJ J Q O -r JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. SN 1 C" 3 0 C� a L0 N I 0 N 0. rz 0 0 I CV L0 0 I M V 0 N I 0 N 0 J L0 CD I Ed L0 g N 0 _ N N 0 a E E 0 0 v C J IL 0 cg a� 0 a i z y I Y i 0 :a J Lz N N LO C�V 0 a C1 a4 N c Q m V 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) WlDRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & 6 FOR UNDERLAYMENT 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 & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 E' METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER r > e 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) I- 8" RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - IRSH) - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE ALUMINUM FASCIA •2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.---/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB ce) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER co TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND OR - DECO FINISH 4" to 6" TIBER E " ^FIBERMESH" BELOW GRADE •E �* � N � — — — — '' a t+ 00 Z M • 6 MIL VAPOR ► z BARRIER p COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O.O 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' —]�O.H.D. RECESS PAVERSz u—Zu ■ in ,e��ll�ll �n SEE A/S3 OR J/S6- -I JrT1 Lr=I, FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ I IPI IFT ONLY GG S3 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 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 %" 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 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 10'-0" (R302.11) 2"°016" 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 @ 24" O.C. O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD ) SLAB &BLOCK IMPSON SP1 w! (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS - -- 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 T - O.C. OR 5/8"x10' WEDGE ANCHORINCLUDE THE WALL A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS /2" �N 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV.-2-3 1/2"31/2" MIN. 0' 31/2"MIN. 1 A.F.F. g _ 2x4 CONT. I ° c ° P31/2"(min.)-4" q PT 1/2"(min.)-4" GARAGE DEPTH VARIES 31/2"(m n. - 4" _ ° • 31/2"(m n) (2) #5 CONT. 4„ - 1,-41' 8„ (2) #5 CONT. 81' GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MIN. SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" �S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL N I I I 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min. 4 ° d it GRADE W Trr�T�lF (1) #5 R E B A R wl OPT. SG iEE� I�f;NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT cV M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN, CLEARANCE GARAGE DOOR SLAB RECESS I J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. E Cn 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0- (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN, 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E e P n -p-- ° D M 6 MIL VAPOR BARRIER D o e t `—° a �oN•.. QGS 2x STUDS @ 16" O/C \ 0 MN�o s INSULATION PER FBC AND ENERGY �/ coN FORM SUBMITTED WITH PERMIT / \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR --� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. 740ksi]FINISH GRADE °O [GRADE 60 MIN. 25" MIN. LAP [30"MIN. LAP] #5 REINFORCING BAR R 1 7/8"—� T 1 T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO IA v, 95% MODIFIED PROCTOR ASTM D1557) -Trr-rrr- -Trr 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. " NII HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT • • _ f INTERIOR 2X STUDS @ 24" O.C. U.N.O. A. • 4 -31 ...' • GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 WWF OR FIBERMESH00 M F_ Q. iV r I v = M 6 MIL VAPOR11 BARRIER — I I I I I I I — I I 11 4" 4" INTERIOR WALL SLAB STEP NON-BRG. KK SCALE:3/4"=V-0" S3 Sri ��oiw . iir..� �t•� �i�t•� �ia��ai vai�.�mi�►� ya r . REINFORCING90 HC1OK #6 LAP SPLICE REBAR DETAILS FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. " " SEE PLAN FOR _ _ " " " " TOP OF BEAM (2) HTS20 0'-0" FIN. FLR. NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU s g D n SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, ,,,_SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS "�+� • , •'••'i`�Y � OONC. PAD INFO. � �• ilk TAPERED COLUMN FRAMING CI SCALE: 3/4' - V-0" (2) #5 CONT. =1 I� ON 3" CHAIRS 1'-4" (TYP.) 8" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH ; E IV l�3'�II'�II 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) - I WWF OR FIBERMESH :ILI >Cj SEE A/S3/J/S6 --' l g" FOR REINF. INFO. 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I -- EXTEND FILL CELLS c I I TO FOUNDATION PAD E t. CONT. FOOTING STEEL I I MAT REINFORCING. ' coGRADEM w z= W i=aww z goy= Z FOOTING v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE .UMN FTG. DETAIL N SCALE: N.T.S. S3 eY; c� G 00 0 d Q- Q M N O N ,`,>>ltliiilpp�' P N P L E i,�, ' �, �.� • �J00 �S3 ST"," _ OF 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. rn W a � M$ 0 d— N N r li 103 Q C J LL Lu � LL a- Z `° c °' d m =�CjG W2T. ILZ o r-,3; 0 M . 9 Z N M Z _j OU 0 U W ❑❑ (D L .2: N U) a N V) 4-J 2 v Lu M —� O w U c Q � 0 o M J z0 w z F Q LL a o E: U N ¢ z o f� �° > M _° IT U � U � U Z Z� CA)ro CM d) S �o 0 <w � N � Oz W 3 a y� w IJs 20 0 N H L17 M CO O u') CV U_N Cr U C E o 60 o rn cp V r N F--- t; O LO M M o LO O LO m N Lo co CD Ln r y M 1 0 O M = N c z z E T_ E :3 M c a U _j Q J JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. S3 (MONO) v Cr V) 0 a N 1 0 N J LO O I CN 000 LO N v LO 0 N I 0 N J rz 0 1 00 LO 0 I M i o- 311 -8 v+ c c a N N / E H a, E 0 x L 0 c i Lz 0 U v U U 0 i U a z I / / 0 0 U J v tz CV 0 N S 0 a M 0 N 0 a m a� (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION_ CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/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 ERY OTHER STUD W/() Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD h 1.1.= _ _ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 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 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TENSION FROM EXTERIOR WALL .CE OF BLOCK WALL IS 2 1/4" Ct TO DRAIN EXTERIOR A WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 1 V DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. SL� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 1 �iwr#iw� �i�i�i�ir•�i�i�� rli�r• • • � •- • •, IIII� 'III �IIIIIIII� NOTES: 1D 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE L r W FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8xl6 C.M.U. GARAGE DOOR------_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - ;__N MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a 4 a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- sFF �0y, 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 W/MOUNTING ANGLE FOP a iARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK tl K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' 1 (2) (3) 1 (2) (2) (1) LSTA30 9' -16' (3) 4 (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. p0 SIMPSON HTT4 TYP. Op OR 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD �y TRUSS BOTTOM CHORD OR 2x4 CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD g CL 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" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF, INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /11� NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED M'A' �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+A F= 2240 LBS J�F SIMPSON Q SIMPSON SP4 3P2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 I Kill e 'NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) (5645# SPF) i (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 0 o TRANSOM FRAMING R - BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD � 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 eh CV O N 00 0 a - 0 n - L li9 ,yy CS �3 a. ro E n a 0 N N LO `,,{{1{liliffl/j/ O �%',` "� ........ %- (D ' GEN g • �'>. � •.•No\ CO. PE7 -O ' a 0 S-f.Al'E OF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H N 6 COI to- N (0 a � MO v LL a gu_LLLu a 12 [I Z �0 a 098 i :L.0 W 7 M r- � r°n . m cZ - J 3 Z N OU ou W pp CD M Z N co z � z� Q� 2 N z C1 (1) 5 4-r OUj �N 0 Lv �— E i 8 z c rR 00 0 Ni4l 2 z< M 1� � � z q uJ E zo o� oLL ro a 10 ►— 1TJ u 0 °< E 3 ado ms co c C < o '0 zm j Q Z 8 3 4 g O s W 8'� m Sao NL s NZ w a 6 5 O O C`� R n st zli v 2 .0 C) U rn m N � � N I-_ LO N In N L N T C c E O 60 2 Cal m U T N a) N �- 0 LO �s'y +� � M M L L-) .fl O O co QLO 0 CV O Lo r E Q ch N z m E T c m a N 0 _j JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. S4 3 -v 21 0 N 0 0 N I 0 a N J LO 0 I 00 g i (N LID I O N 0 J rl- rl- LO O I 0N0 0 0 1 tM c 0- 0 3 CI Q N N i S. f° E xc c ai [.t 0 v �11 0 a z y I Y �i 0 0 v M O m 4; 0 a. th O N S m > vl SIMPSON HGAM11 W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —_,_ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END i EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) ` SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 11\1\ 1/2" CDX PLYWOOD OR 7/16° @ 48" 0/C FOR THE 2 16d ( ) OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILSEND W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. S AND 12" O.C. FIELD TYP. TOP & BOTTOM ATTACHED 2 16d NAILS () W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4'T' ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. x °� I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24' O.C. MOISTURE BARRIER 10d 3" 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM F T E LAST LAMINATI N 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)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 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 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION 6 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES `� � � 2"x4" CROSS BRACE Ll APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 & (TOE TRUSS SPANS ATTACHED W/ 2 -16d � NAILS @ EA. END NAILS@ EA. AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 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 5 1/2" 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 (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 71-1 �:�- CONNECTION 0 H 0 2x4 7' ON TOP OF PANEL I I" I 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" SS TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 i ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. SS 1INIMUM 2x ;ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .............., .....,....,.,.... �.., ,....� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S 1 S5 12 6.9 MAX., J S5 GABLE TRUSS 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)1Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 'V BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2' CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C�An] TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. SS SCALE: N.T.S. SS REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4' 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-O" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2" W' 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"x1-1/2" SDS-- ^ -..viv i . ocnnnva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMI'SUN SF'1 W/ (11) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yGo 0 C7 a 9c� CORNERJACK Y va , w z !r O HIP FRAMING REFERENCE PLAN 14 El o � 1,PA1111111151111111111111111 NOTE: STOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 CV2 N 0 c�a 00 o w o _.1 0- �= a �+ _. O 73 U :�. tr � a a N N 16' 1 i c `^ N 0 P ' c STAl E: OF 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. a � M N g C o4� 1r�i cn�� P. Q rL C J LL W Lit LL a L� z2Cc v� a 4 21-- W� LLCqW mw N (h 2 Z J OU W ❑ ❑ (D Z ry M a Z U a-.+ 0 w g INI^ �v' 0y N CD _CD U i ;w � w M � Q f ll- a io y �xi Q O v Z- _® o ►`E _ 001 z z Q o� zZ m J N m a ° Z a w [/) s $ O a z W $o 1� m a ys °_ J O �r >� aT c O 0 E2 >t\ LL m M N f � � T'O F- L O M co O U o T :3N o 1 00 0 U O o � Ln .� M M L O C Ln QM O rn CO O N � Ln Ln ,- ' M 04 0 z :3�,; E T y c c JOB NO : 23-00582-00577 SCALE : AS NOTED SHEET NO. S5 ■ z�; �wWYII,tIW h�a .. LZ I� c 0 v U J 2 Lz_ r14 0 0 0 a N N ai c m S, ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PEft- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ERPLAN °° 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.0 :0'110 , =III: oi • • sr. r• II'1 � ■ ~�n�u .. • . ; mill .11 111- 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING 2) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 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 J LAYER 1/8" THICK. �w W INSULATION PER CHART ON FLOOR PLAN B R S6 S6 7 ETAL SEAT OR FELT j PAPER FOR MOISTURE JBARRIER STD. 90'HOOK (SEE DETAIL) 8"&%16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)1Od 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. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 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. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Q v 4"x4" INSPECTION PORT AT a a EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 410 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED =1NISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN s " �-STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE: 3/4" S6 FLOOR TRUSS °o SEE FRAMING WEEP SCREED 4 z T PLAN ' , INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I I O/C FOR THE 1ST T-O" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS; 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 11 WEEP SCREED INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'4' S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ---°_.,4 - --'- -- <: •. °---- : 4a.. <D (3) #5 CONT. ON 3" l8" 1 1'-8" 1 8' CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. _ s 15/37OSB All r �I— EXPOSUREI SHEATHING x x F PROVIDE II II BLOCKING AS REQUIRED PER D o SECTION X-X IF II II NOT FULL HEIGHT SHEET C II II Z_ II II M G FLOOR SYST (2)- 2x TOP PLATE f BEYOND I T�— T_T II 1 5132" OSB F I I EXPOSURE 1 SHEATHING W II II II 2 X SOLID 2x 61 III III II II II I BLOCKING (M ALL o C SHEATHING W EDGES (SEE III OPENING ereTinm-X 7I III C [L]L] II �W II II(� x E _ 2x STUDS W III III II II II BEYOND. X SEE PLAN o III I I I II I II I II II I I O Isill Lil LILJ_-1-II '\--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM WALL ELEVATION DIAGRAM V8" "S" = NAIL 3/8" SPACING SS �L 3/4" S 'I 'I 1/2,. S SINGLE NAIL EDGE SPACING DOUBLE NAIL E AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" 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 vFanrai r" rrxiur, SECTION X-X SFr' boy, N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) FNrt,_��9 1/2" SPACING 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 Yd' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT j PENETRATE SURFACE MORE THANY". ? QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL T @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. Cn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL W LL f- O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F >' i t— o O y wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. c~i� � F i LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 O ~ MEMBER IF GABLE END `✓ W " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • Bd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • 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 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 wl (6)1Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -"- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON T @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 .0 • :'4 ° " I_I I I —III I I ° 7111-11 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 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 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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. Go FINISH GRADE 177FF777F°p T z 2 (3) # 5 REBAR ON 3" CHAIR 4" I V-8" W/3" MIN. CLEARANCE 1�J ALTERNATE FOOTING v @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. C+j cv O N 00 o o U c x r Q- T C• a- -+s .La v> � 3: F- a y QJ U a -r r_ R u C` O4 N r i 0 .4 ' STATE Or= rJ •••. ,. , 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 F N 8 $ 4 Lo a0 y •� lnn0� ! ~ di C7 R !0LL E J W gLL13- o a _ —v .f0c m T+ O W 0 Z 00 d N M Z Zcv O U WIL z N � z � z (n z (1) (D g 4-+ c6 w •U - C1 M w L/1 c m �M M w ® =I� _ c Q Y � � N C%20 10O 9 w LZL Q E s Q O W� z �o 9 M _ CL QQ _§ �o XU U Z E CO t 0. �S �W � L- W i m z my o�gz g z Wir Z 2 az wW �it s o O >� = CD U 0)m N 0 F(D- L0 CN C)`� o N- O 00 � U C) 1=— 44:0, � O Ln CV u0 C .0 M M r N L17 O I LCi N a; m r M - 04 o Z r rp v w c a) a U ¢ 0 JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. S6 (MONO) 0 N 0 a LO g I N 0 J L0 tLo7 O N 00 L0 I M 2 rN J� 0 N I 81 0 g LO S r7 J r U) rn c 3 Q N 0 CL y a> O 2 L O c N J co 0 LZ U v 0 U N I Y i c 0 U J a) LZ N N 1 N 0 C a M a N 0 Q m ALIGN THIS STUD WITH AFACE OF 2ND RISER STRINGER MUST MAKE FULL \ CONTACT WITH LANDING / FLOOR JOIST SIMPSON A35 OR LSC STRINGER x SYP CUT TO FIT 1 I BEARS IN WALL I x12 SYP ~' ALL STAIR STRINGERS I BEARS IN WALL � I AND TREADS TO BE 1 3/4 x 11 / 1 VL 2x6 SYP / #2 SYP (MIN.) 2x4 SYP BLOCKING THREADS, RISERS, AND 2x4 UNDER STRINGER 2x4 PT NOTCHED INTO STRINGER FOR STRAP (SIMPSON MTS12 w/ 3/4" PLYWOOD NOT GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (14) PS x 1 1/2" / LANDING \ / AT STRINGER CONTACT POINTS SHOWN IN DETAIL FOR \ NAILS) CLARITY 2x4 CUT ON BEVEL DOES NOT BEAR ALL WOOD TO WOOD D D WALL GLUED TO IN CONNECTIONS TO BE 2x8 GLUED (PL 2AND F NAILED (MIMIN.. (2)16d). SECTION VIEW "A" SECTION VIEW "B" (2 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING i — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" T AND J" GAP TOP AND BOTTOM, GLUED AND i 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 1 /I -+--�x4 BLOCKING FOR 2x12 �/ I 2x4 PT UNDER 2x12 C I 1 tCONC. IDE MOISTURE ' \ ECTION / LZATTACHNTS / J" X 2" O.C. —ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ �' X NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. \ / GA�� TOP OF I \ STRINGER I / 1x4 GLUED AND NAILED TO STRINGER 2x4 UNDER STRINGER GLUED AN / 2x4 DRAFT NAILED TO LANDING BLOCKING x8 SYP STOP �� [ D / 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x4 PT NOTC INTO STRINGER ' 2x SYP CUT TO FIT I 1 STRINGERS G H D BEARS IN WALL I \ 2x8 BLOCKING FOR STRAP 2x8 SYP 2x12 SYP BEAR IN WALL EI I 2x4 BLOCKING FOR 2x12 SIMPSON A35 J2 2x4 PT UNDER 2x12 OR LSC EACH 1 STRINGER I< 1 blocking 2x6 SYP / F x4 5OPTION: SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR / 2x4 SYP BLOCKING FOR STRAP 2X4 CUT ON FLAT STRAP NAILED TO RISER AND LSC EACH (SIMPSON14)1Od MTS12 w! BEVEL GLUED AND NAILED TO SUPPORT THEN WRAPPED AROUND STUD - STRINGER 2x4 PT NOTCHED INTO STRINGER x 1 1/2" / AND NAILED TO FLOOR WITH GLUE NAILS) NAILS) S) W/ SIMPSON H3 PLAN VIEW 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS / DOES NOT BEAR IN SCALE. " = T-0" WALL \ / E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING — N MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS E `tW SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1 x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: �" = 1'-0" SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL .f--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK `2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—� AT STRINGER CONTACT POINTS J SCALE: 1" = T-0" L \t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS \ 1x4`GLUED AND NAILED TO STRINGER r \ KOR DRYWALL SPACING sm SECTION VIEW "Ell - SCALE: 1" = 1'-0" E SECTION VIEW _ SCALE: J" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT \ / V I '— (2) LAYER t" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW L POST LET INTO LOCK I DE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) =LOOR TRUSSES JOINT -TO )ISTS) H 2X STRINGER 2X B�OCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AIL \ND D OR 2X BLOCKING 3F>) RISLN3^ ECTION VIEW "H" SCALE: 1" = 1'-0" cn N 0 N 00 O c o r w 0 at- N f1} a �} Y N No Pc�)3 5 •• ) STAT E OF :''�•- 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, M 8 S o A O Y oo N 00 oo 00 ut W v� •k LL Q M LL LOU_ LL LL w — M a t � �o o W ' tO o m w T. ul N Z Q Z ML Z N OIL 0 W ❑ ❑ ^' N fp<O Q V 77 In z v v � � o .O -- w Ul c m f— _ � 8 U' � d a • vim� o z U_ z? p woe � U H ro aj oa 0� E ga rz zOL ro W t $x wZ to mJ �gw z `" � N 3 g� o V W$ � mo �w J LO 0 _ � m l0 N O H N_ 0 � Ln O Co C:1 04 Q N 00 m U N 0 LO LO to M LO C .n 0) O LO O C tT N Q o ,te n ai 1 M t— N o z M z y E 1— y `m a E U J Q -t JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. ST v+ O 7 o- 0 LO I 0 0 N 0 J LO O I N 2 8 21 o- fn O N I 0 N J g I CD 0 0 I M i v N a N 0 i a E rn W E 0 O J Lf 0 v 01 i N .o U i z y I Y i 0 0 0 0 J a� L� 0 hi c 0 a N 0 N v a m DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 I-1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. �L _ APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 P.T. 1x4 (` 1 X 4 L FURRING 3-1/4" LONG X 3/16"0 � L FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 n., nc r A u 7 -1 /Aft f'1CTA ll STAGGERED @ 12" O.C. 1_1 /d" IIPTA II BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8" O.C. AT BUCK 8d NAILS AT 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR X\,, SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-112- THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-� INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4' MIN. - /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE 4' MAX. RAD. SECTION B-B 8e EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBr (TYP) STD. 90' HOOK (1 t5" NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4 x1 1/2, SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS #5 CONT. TOP & MID as MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" Id 1 A p' p •o n e — a GRADE t• ' .. C e t. : n N R M Z 04 �> n' ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 0 ♦♦♦ DO NOT DO THIS ♦♦♦ R ♦♦♦ rHE ♦♦♦ :S ♦♦ 1♦ #5 REBAR (TYP,) ♦♦♦ 1♦ 1♦ 1♦ 1♦ f♦IS�D. 90° HOOK (TYP.) 1♦ FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —j--- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW 1 I CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO I L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2x O1FRN q + + CFNGTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS � + REQUIRED TO + + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE::,a� - cl=t= cur=I=T m Amn z o 2 U_ O w t— U B @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C, EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED /--2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAM1OKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. 1'-0" 5'-011 IVI& 1 SCALE: N.T.S, • iyp' Y at . . . ° ' ' ' #5 BAR 10. ►• . , .. . t► . p �• ° , .• ' CENTERED W/ .:' • . IN TOP 4 • d KNOCKOUT / FBI ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL .► A.01 DIRT Z e; ° STANDARD o 9 !HOOK iv #5 BAR IN FILLED CELL �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY L—� EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. cl�_ c cam„ 00 b r a Q 0 d � g � O F c:. S. 7 ', M N O N U'), `1jiliafff$11 a�i� o L E vl 'k •No PE 750 r v L f�w To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residentlel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 4 o $ 8 V 0 �' m N N # LL Pi V J .4 c� LL w u- tl Z 1° Lu 2 Oa a tm� I11aj vIL W m r�n�T Z 'N N Z d Cn ZN OU U W (D z N z � z J N Ln z (D .8 C1 N N = � � L c A Q 02— 0 z M p z z Q J ECID w z® r6 o � ¢r OU O qqg z a, CAD $a wo wZ aw U�p d <o Ht ion o � z J < ° '< z z $ f!3 $ a z 2 O 5 n z �w W Z2y =� a8 C9 'O IIIIIIIII� o�r � 4 Oti U i c 0 0 > Imo. c T 0 N H 117 M Co 0 2 o CV ILL N _O 00 �° U o r C4 CV 0 LO LO +-• M CM LO di o O O co QLn w N O LO r m fr1 : vi 04 o ? a Eca p c JOB NO : 23-00582-00577 SCALE : AS NOTED SHEET NO. DIAGONAL SPACED *AT 16-101" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ,,,,-ROOF SHEATHING PLAN ----BLOCKING 2X4 BLOCKING BETWEEN TRUSSES A -A S ELI- N SHI X-BRACING 2X4 SPF OR SYP W/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)r SCALE: 1/2" V-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD SSES Ty TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-O" O.C. 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O.-- (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ M IN. (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 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE W/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD �O REQUIRED W/ (2) SIMPSON HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 1 Od X 1 1/2" EACH 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 MANUFACTURER 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/ 2-16D 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 B ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS - PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. 44 . CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 114"x3" TITEN2 PROVIDE 30" LAP SPLICE @ F.C. REBAR. _,,-(2) ROWS OF 10d NAILS @ 4" O.C. MASOI SEE P FLOOR TRUSSES @ 24- O.C. 'UT DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 5�0 SCALE: 3/4" V-101" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL----, 2x8 #2 SPF RIDGE BEAM AT 81-011 �-WOOD 2X6 #2 SYP RAFTERS FOR SPANS 4FT MAX 2r I El TRUSS TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING r3 SCALE: 1/2" V-101" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ..--��ROVIDE25"LAP (2) SIMPSON SDWC15600 SCREWS @ S PLICE @ F.C. REBAR 1/2" GYP. WB EACH TRUSS TO LEDGER OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d --TOP-CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED __7 PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. -----(2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY W/ (2) ROWS 5/8" SIMPSON TITEN HD, MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ t _ 12" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL - SCALE: 3/4" V-101" 7-101" MIN. e J. LAP SPLICE 11-01. 611 6" 11-01, 61' 6' TYP. 0 0 1 0 6 0 SPLICE �, 0 0 0 0 \\-SPLICE BEYOND Z-01' PART. ELEV. VIEW ir.11 r) (I IW K"I (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER - EOGETHER W/ (2) ROWS OF 10d @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DETAIL ('5�4 SCALE: 3/4" = V-0" WOODTR OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. MAX PROPRIETARY TYPE (2) LAYERS VX24 "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 13/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1 . SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD P)l 11-3A -rn=KIA ILS 2XIS P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B . ..... (6).162" x 3 1/2" NAILS TRUSS TO LEDGER & (4).148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER - ADJACENT TO TRUSSES DETAIL GA FILE ASW 0810 SCALE: 3/4"=V-011 % MASONRY WALL--l= SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) "XT' TITEN2 SCREWS @ 16" O.C. - TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK �SEi MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELtV MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4'ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD--" ABOVE AT EACH S DE OVER PARTY WALL 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. x TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS F C STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) UL-U905 (see sht 9) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. W/ 4- EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ TOPCH RG. ;e 4�00 8d COMMON AT 6" O.C. TO ONE SIDE OF )P CH FLOOR TRUSS FOR AN AREA < 1000 S.F. W TEM AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS HIGH STRENGTH OR 5/8" GYP.-/ (1) LAYER 1/2' GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 13/8" (OR 5/8 DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES FOUNDATION PLAN FOR LOCATIONS) (1) #5 VERT. IN FILL CELLS (SEE 8" CONIC. BLOCK (TYP.) PER UL905 1x P.T. BASE NAILER------,, 6x6 W1.4xW1.4 WWF. . (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 13/8" LEDGER DRYWALL NAILS OR DRYWALL = -." , = SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/P 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED :1 AFTER INSTALLING RBC'S 1/2" GYP. W L PLYWOOD/ B OR 3/8" 8"x8"x16"CONC. KNOCKOUT BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB (DRAFTSTOPPING) FILLED W/ GROUT 4"X4" INSPECTION PORT AT 0 BE NAILED W/8d L EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO ONE SIDE OF THE 1x P.T. BASE NAILER FLOOR TRUSS FOR AN STD, 909 HOOK T A T 0 N 0 F L AREA :5 1000 SQ. FT. OF (SEE DETAIL) FLOOR AREA & SEALED NAIL FLOOR TRUSS TO LEDGER W/ W/ (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ P I FOAM. DRAFTSTOPPING X� SHALL DIVIDE THE = 1 0 N EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO 7= T ORD B PRE-ENGINEERE FL S FLOOR TRUSS'AT 24"O.C. 4 \\\—DOUBLE KNOCKOUT BLOCK W1 (1) #5 ROD GYP. BOARD CLG.- CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS 1.1 P T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. 1/2" GYP. WB. 2 l X 4 P T BASE TYP. "S" MORTAR (TYP.) z M CL CL C'4:5 4"X4" INSPECTION PORT. AT "��EACH FILLED CELL (TYP.) F (4) #5 CONT, TD. 909 HOOK ON 3" CHAIR 70, 81' Z-O" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION SCALE: 3/4"=V-0" . . NAILER PER SPECS. CONC. SLAB SEE FOUND. PLAN—\ 6 MIL VISQUEEN TREATED SOIL SEE PLAN TOP OF PLATE 'Ji- TOP COURSE W/ LINTEL SEE PLAN _4 U0_ SEE PLAN -GF-W TM INDOW I - ii WINDOW PER PLAN 8" C.M.U. WALL 10'-8 `—DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE -7. REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL C 00 3 #5 CONT. 20" J. TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 (:J�) 0 F. F. VARIES WITH SEE PLAN V%j C= C2 C, _zj 8. -% Z 1511�1 No :78- 50 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications cDntained within these drawIngs comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the tructural engineering portions of the drawing pages bearing Eng!inears signature and seal. W cb rs- COO 11 13 D' j u- a. :�'s 0. 2 Z a i ; am M CN 10- W LL co 0 U) z <, 04 66 g 0 �? z El El CD 2 - . 9 2! :2f g C-1 cis U 0 Ln 10 V) Juva M AIM a W < __j U_ 2f E 20 <� E 0 cc y 0 Z 0 0. CL 8 E :h U 0 C'. . "I z .0 z C '0 z z a3 �z z I 0 �u �z M -A ± r, mi z 2 C) M 0 C*4 to a) F_ LO CD C14 Co 0 2 LO 04 U_ Cr CL E 50 U) co L) a) C14 0 r11 U') LO CY) LO .0 LO C14 d) p (=> cr) CD 0) C-4 U') U-) T- E C?) 0 a a. 0 .0 _j JOB NO: 23-00582-00577 SCALE AS NOTED SHEEr NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER TEMPORARILY SECURE DOOR ROUGH OPENING SLOPE 7- RESISITIVE 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 BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SHEATHING SELF -ADHERED FLASHING 314"-l" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AN THRESHOLD OF DOOR AND WINDOW) RETURN UP JAMB 6". USE LIQUID WALL BY 6 IN. EXTERIOR R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASS�BLFD NAIL BRAND OR EQUAL WEATHER 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 PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 3. Fold weather resistive barrier back over head flashing and seal with tape 1wood-based O R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 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. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW il SELF -ADHERED FLASHING SELF -ADHERED FLASHING I :MT. im Exception: Where the barrier that is has resistance EXTERIOR DOOR WITH DECK - SECTION A FINISH SILU POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD CORN S NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE LT DHERED ADHESIVE SELF -ADHERED ER M-21-1 E THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING SELF applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY Y RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTIVIC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02)--,, AND EXTEND TO 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING ni finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details Q AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for Do NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 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. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 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. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 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. Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4. Continuously above all projecting wood trim. SHEATHING 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.6 - ------ --- - stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 3 4 7/8" Cement Plaster 'V'SEALANT SOCKET WITH JOIST 4 TOOLED APPROVED SEALANT SINGLE WOOD BEAM in accordance with 7/8" Cement Plaster JOIST BELOW SELF -ADHERED FLASHING Foundation Wall ASTMC926 in with SELF -ADHERED FLASHING 4 4 ASTMC926accordance Felt backed metal NINE== 3" MIN 2 lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC 1063 Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED sheathing thing Metal EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTSDETAILS STRIP OF SAF LEGEND 11 A SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom TILE FINISH DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only BARRIER (WRB) 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- C/) >, BOND BREAK WEATHER RESISTANT BARRIER- BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) Coo PLASTER ACCESSORY 'OSB', Sheathing Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact. Specs. 11-41' PER PLAN Detail Instructions J* 1-0#0 P PER PLAN WRAP DID WRB ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked as # in each detail that corresponds to the Ri SURFACE TO TOP OF su Cement Plaster Decorative Finish n numbered items in the list o instructions below: FLANGE AS AN AIR BARRIER in accordance ice with ASTMC926 All inside and flashing in by SLOPE 3 1/2INCH FLANGE " over wood 2nd outside corner will 1. Install self -adhered order as shown numbers _J 8" CMU floor need to be miter 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)-----., Z Z STRUCTURAL FRAMING buff joints need to using 4. Split the release paper using the ripcord (Split release on demand, F FILL WITH GROUT 1=1 CL a- STRUCTURAL SHEATHING •butt Stampede or sim. embedded in the adhesive layer) - for ease of installation and to THIS GAP IS A RESULT OF caulk for all minimize scoring cuts UJ Lu Ia. (L PLASTER STOP P NATURAL SHRINKAGE. _�-STRIP OF SAF 5. Remove all release paper per standard installation instructions and Cn U) DO NOT SEAL. CONTINUOUS BACKER ------------ !,)--DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" LU ROD & SEALANT DRIP SCREED PLASTIC Minimum) 6. Fold as shown by arrows SLOPED MUD BED LU U ACCESSORY BOND BREAK WRB SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to I- iF__1 - __ __`, , - W Lu U) VINYL SHOWER PAN 0 fit tight to corner 4A Note: 8. Mechanically fasten as necessary 4 U) % --------- ------- The building paper and metal lath must be SLOPECement installed over the top of the weep screed. 4 PLASTER STOP Plaster R CONTINUOUS BACKER ROD over block & SEALANT 1 st floor CEMENTITIOUS FINISH SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER •WEEP SCALE: NOT TO SCALE ■ C%J 00 a 'is C1_ 6 Z 40 F_- f7, C� CD C14 ".tJ%IIIIIII If fill L E k N �7/ "1 750 5" T Al 7 E C IF o.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W c,) 8 Vinip 0 cc, 04 0 5 r- C', 0 u. co U_ LL � CUL, Z ;J -d - ou., C 0) 50 W M C14 2 r- 2 us T m w co 0 Ln M Z a 0 Z oa (D 2' F� :Z CD 4-J 0 Lu m o Offi- C'4 M cc) c"), LA_ z o m, I .-o QE 0 ILI E lo so no c, o- wo Eu C _o Z�C: W�gz c§ 7zo o > o .0 C:) H 0 CY) CN 0 co T_ L_ F- a) LO I(=aU-3 C11;4 M (u c) .!= C:) C-14 Cr is E 60 U) �2 co L) C:) o LO LO to M M In C= 711 LO 04 6 0 C:) M I co CD 0 04 E cv) 0 M Z E= r- 4i 04 4) 0 M CL 0 _J <a JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. W P raw HURR/C�1 NE Mounting Brackets (10 Gallge'r +i /2' x 4.1 /2' x 2-12' 1 /2" Dia. A325 Gary. ITyp,) i asisrr Washers / Self -Locking Nuts H Back Cross Support (May be cut to W) Right Bracket (lb Gauge) ' 1t14Self4killing Screws A/C Unit Bottum Edye a Hurricane Strap (Tyrical: 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) p 14 Self-Driling Screvus Thru Brackets & Back Cross Support into Alt Unit Bottom Side (Typical: 3 each side for hurricane use) se.uk autalttuim invrwi- am pirnerird -Li, -Is }iunl me Au R.- Raf.ed sad D4naving avaLa6k span ragMnR ( (err said apply) Florida Department of Business & Professional Regulation Page 1 d1 Building Codes and Standards 21Nx021 Product Approval Application Detail 10401,11M w- j,,✓v�w,Y.F..`!r"'.,xWa'iS.ce``' spv"k;4.dn15..:�.f&�•pbr.4 .b..q+�i.*r1.n.r. , l L)'r�+,. ��.,v'4:r,t5oyir:,,(fi.yu'.)� +v t,,f,"A' .:Ia>..+�..' v,Tw�u� g .v° .',�: Y�' ,„7Y„+�+.Y-F14 n�'+,: ;.. `*�.�.yA(Wtl{3:'i43, ��: ��1'v , aapie �t .W$ 1'(lY,.771 t-a� ,�vu.,r':. ,'7IL.,<: X.'d. v'.11.rp.u' 'c�. ,,,<,,y�y,di,.,k, «q"'�'?.-: ;i.)_,*-,rob f$t."�ti'.4`W,.'.:.�'?w. r;y,. Ii3dit ln*va 20 Bite Dot Paulding pE! 7ya Version mamghgturw Sg[Ea9t lnaiaraLlasiae Vddow by valmod BLIbMlntd FBC Approvr Appro, Affirmed- 2020 amen Vant products, Ina Whom Geb.m Hmmosf No-o P.E. Lock. Sowdm P.E 12MOM20 12/162020 12/2S/2020 Approved CabOay: SrUelM01 Camponems (877) {It-8786 PE-73778 (314) 300.1800 SIbCWeeorr. Produce ntroducedas a Roan of Info@alronwnf cam Nor Technology Compliance Malhock Evaluation Report ham a Floddo Re uftrad Avohitw r a Umsed Floods Professional Engineer Quality Asrlrrpe Aibero"tlfr Usa Amrowd for Use Ilnm DHW Jima. rrdd� Mudd. ss.rinr r wits Product 0 ,rk W U in Woe 290991= anti egl IP M 1 amsrt~ Mossla1540810 Ousl Funceon Floodand Vendefion Vent 12012023 Yee Yn NIA 4100AIDO 2 Smert / nt Model 01540.511 Duel FuncOonFood end Wnaadon VOM 12A1202J Yn Yee NIA -looki0o J &oadVent Model 91540620 hodelod Flood Van IMI12023 Yes Yes NIA e100Af00 4 SrranVeM Modre1540,521 inWelad Float Vent 12W=23 Yes Yes WA a100A 100 5 ft-Went Modal #1540.524 iodgmd; Gre9a Door Flood Vam 12ral2023 Yn Yn , A WA 6 Smed1/ent Moll 01540:70 WOed Wall ln4uiabtl Flood Vent 12f312123 YN Yee NIA .100A100 a"nVw: Model a/54O 74 14.5aqud: camp Door Flood Venl 12912023 Yn Va. NIA WA Florida Department of Business & Professional Regulation Psgsl oft Building Codes and Standards In412121 Product Approval Application Deta11 -...A"WIF�5, 2 - 4'•. 'xzY,�v`�'�•c'1^1 ,!#�ti -r/ 1'. -!: r� eY f.T .✓t} T'`r: .�y 7} '.a rrg,>: IIgtim4r Rat Will gne13a0os not Miss Ysolm YtDWaduaM. Gatlsct fgglgefll.lrrm! Vr(mbd av YMUMM AANW= LWAmm d AI>oL2ng Beak RN,1W. 2020 Drew Metal.. Ina. Jason Shumele Zachary R. PA091 Locke DO-6n P. E. D6/102020 08N9r2020 OWW02O 1011312020 Approved Category: Rooting t5021303-let, PE-7402h (334i 300.1600 Subcategory: Metal Rodeng hibumate®de.mr.rom Campearoe Mrhod: EvaUeSm Report from a Floods Roil bored Ar,111W or a LIOen Said Fiona F Let M2418 Prornalma floorieer Preddugh, rasp Pro" Mram.r a Marne QWt,AWEx a CaMraa ElMWWgu one Approved lorUs# In HVKZ Approved for Usar IM.Kt ROMMaltl pHion Promrt 1 Omer Metal Rooting Syalems DMC 1OONS, OM1C 15DS6, OMC 175S. DMC 20048. 1213112025 Tee No NIA 10F100 DMC 5V Florida Department of Business & Professional Regulation Pimp 2 d4 Building codes and Stands 3er= Product Approval Application Detail e ..., ,- N,i-O"",LTih Wi 2rr <y. „'f J{,>`mx X, y •YA k 1� ,,;i•;.. •15h �' h2'p" -./✓ -gJF,W�w",yrk1-.r.1rLi.,�,JS ,•"�.,»:..-AYL1A .>��d!i'.�.'". w-�maqcy/,�" Rp-, }9,•i,�.1t-:aiN^vein. 'r`^ Y,;r;am'iI+rF.. :._- , .x{r �.L.v-'k•.sit 2,,•:��,...''Jh4ti 1"�� -:x:.�amyt.e_r'. Y.Y� , G, -.e �S?,7 ,3 INt�ti:n q,a.w. 7}v,�•n §T- '- t 92A am 20 Date leagrandi -)Md lYag lupin r�oefl 1 oalosM Wrams Yodeled 6, Ye90etW §60M" Fi A lima R-lcon 2020 Therms -Tin Corporation Stwo Jaeperstn Lyndon F. Schmidt P.E. Ryon J. Piling, P.E. O-VIOM21 IW31 M20 04222021 OSMVM21 Approved Calal2orY: Bd.nor Doan (800)843.7a28 PE-43409 (813)767.6555 drnCMegory: 8winging Exterior Door Assemhiks alespersonalthermamux Compliance Method: EValuMMn Repot tram a W FloridaFloa RogitderdArdiltedl a. Lkenre l Florida Pfrepichal Engineer pit Adpoved tr Use Use Must 2aMmm Aug Pioduart Model. tanBr or Mire gig % 1 t in HIAM AgMtle HVHIZ gWMant P- 1 a. Tnam e-Tru Fibr-Classic and Smooth-Str Nominal 6&E39:9&plot lmpad8qua: Opaque No Yn Yn WA CornDast. Edge Fnryn, Single Door (lnswpQroutarn0: X cadguraow) 2 to Tnenm-TN Faer-Cnuvoiend Smoo"Of Normal 884136i11 8qua;lmpod&qud: Opaque 12/312028 No Yn Yes WA Crnpoate Edge Faerg.n Skyn e Doran SIWIH l gnorhp/Oulydng. XO. OX or OXO eori ganaonsl 3 c. Therms-Tru Rbr-Clueek and Smooth -Star Nominal 0&a391 Squd:lmpadilqu t. Opaque 12/31(2026 No Yes Yee WA Campeau Edge Floryose Double Door with a Y4ihwl SMeates 0-ngOuhwng XX or OXXO Carligurstlma) 4 Tr FI - bade Mtl Smooth -&air d Tneims u tar C Nominal &all 08 a' tl � Opaque 1=12026 39, rr .hippo &cod, pequ No Yn Yee WA Composite a Flba "an a Door dnpdal Etl9 gat a clown ail ;X-I radon) group ig flu 5 a. Th rma-Try FlIw-Ch..slc and amoeth.S it NorNna Starts;0 aqua;hnpeaMqur Opaque 12r31202& No Yn Yn WA Composite Edge Fiberglass Single Dar wan SdNRns) ilmringbUawirg: XO. OX. OXO oon6yuralieny 6 f Theme-Tru Fibir-Cleasic sod OmWh-St&r Nominal 6&s39.0 sq'O.In pedMwol. Opaque 121312M No Yes Yea WA Conioget. Edge Fiberglass Doubt Door with a ,"h our aideiter Onrrsrnpradwrdnp; XX Or OXXO confgurrior 7 p Themes-Tru Fitar-Claere Nod Smmm.Sn Nominal eAAL;S &gra:arpedaduat Glazed 12/J1202s No Vas Yn WA Canpoate Edge Fiberglass any. Door (hawirtwo "Wth9: X echlguml W) S h.Th.-Tru Fllw-Cl..u, and Smooch-allominalr Nominal daises 9 aWd:lpedaWat Glued IM12M NO Yn Yr WA Composite Edge Floergess angle Door In adelloo) Iltuwingnut inp; XO, OX or OXO aaifigurion.' 9 i. Thrma-Tru Flbor-CTaage end SrroaMSter Nominal 69A39;e Sgra:hpea&qua', Glazed 12r312026 No Yes Ys6 WA compost. grip. Flbrgls- Double Oor end, Or Wth out adrtn (Im?wnetcumxving; XX a OxXO wn6purallonel 10 1. Theme-Tru Fiber-O.Rls arid SmcdRSlar Nominal a&e3S9&Q.0t.opeddquo( Glazed 17131/2026 NO Yn Yn WA composite Edge Flbrd.. any. Door (nswlndOUNI.Ing; X Con"'redon) 11 k. Thermo-Tru Flbr-Cleeslo and emodh-Star Haninr a'. u ,knip dsq.Iol, Glazed 1N312020 Na Yee Yes WA Composite Eggs Fib"" Singe Dix win sdrarel tIMWhg00~oy: XO. OX a OXD oonfiprr.thns) 12 1 Trworr Try For-0-sk end Sio oth-Star Noland $8038.0 Bqua;Mtad&quot Glazed 12012020 No Yn Yk. WA Composite Edge Flberyar , Double Door with ar wish Out adages 0neetnglOuteMng. XX a OXXO rellguralions) 13 n m. Themm.-hit FlbarLlaswe a d gnadn-Sr 1 Nominal eaXl9:5 & q' d r Glared 797 202E W ,ht0a d4N , W Y sal Y eo WA Molded Open Compose Edge Fib"^" 8hgle Dear in.whgl0ubwing; x conhgutation) 14 n. TheimsTN Filar-Cb.re .nd 9mmMSla r 1 Nardnr 06t79:8 &Wd:kip.dSpvat Glued 12/3 2020 No Y. es Yn We Molded Open Composia Edgs Flossie- Single Door rIth cleared Molded Opon adelaeiel (heeing/ouinilop; XO, OX or OXO conyuntlom) 15 a. Tharma-Tru Fiber-CMsac antl SmOA.Star Nominal 66e39.e aqud;hnp.daqud; Oozed 1713120N NO Y" Yee WA MoMed Dom Composite Edge Fibryan Double Door with Or van had (aozad Molded DPW SM.Mn (naWn§Rxn wing; XX or CXXO earMOuraUenu IB p. Therma-Tru Filer-OisNc and Smooth -Star Nonal 69e39:6 squa:a tCI6quot. Opaque 121311210126 Nominal No Yes Yn WA Compoalls Gallia Flborgase anye Door with Molded Dow Walt ) Ilnsdnp/OMaeinO: XO, OX or OXO Orillea ndrel 17 a Thnml-Tru Film-Chaerc and aad noolh-r Nanlnr 6801:8 arrd;kipadMqua; Opaque Q/31202e No Yea Yee WA ComooNls Edge Fioroless Dasblo Doer w,m or olloo d Glazed Mooed Care, SId4Abs (aM%3no,Cutawlig; XX a =0 mnfiourallon&) Florida Deparanenl of Business & Professional Regulation Fags I erl Building Codas and Standards IF4= Product Approval Appikatloe Detall 00AK�g 1 r[ A JF T ( �,v. V ',i 4 '1' - "C I ;'f ., hJ rue „�. , txu4 m?h �? 3 r. ,es r a W'a(+:. rhh?p e r ` z ° • ; G - 1, .,:M s�Wa w *11F4kl�vf oft1MdI1CS1 But halt lifL.hlltll0g 2. JllJM YEmlag tligYOiaifEL Ladde6t rAJ�"s YMMet>g.lt YEIWMW Ialhmmad FacAergval Amland MMfIA Rawson 2020 POT nd W101 Jchs Rosowad Manli-Osd4 OCCO- CER MlanY-Dsde 8000 - VAL 11ng2020 102112020 11242020 Approved CM.g.ry: Exterior Do- (941) 406-0100 (tit) 315-2500 tubCregory: along Erred. oorA emblas Fos6asil®pg,Indushi Compliance Method: CamOeWlon Midi a Labng rn P1A2111433 hoduds Quality Assr- A,,-d for the A-,W lax Use b= 201M a_g. ► IYodud Model. Mrribrr Name Product laaalpdon CWtrad EIMMMIan Dee h N ouhld. RVR2 ReslYard fir. B 8G0.5570 (Large M.sk mgc0 Vhy4 9adng 01.. Door p41142021 Yn Y. Yn WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET ,2023, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING The rmaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psi 12/31/2023 Wayne -Dalton Series 8000/8100/82GO #1124 (16X7) FL8248r11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation rP Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap 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 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soft FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 R ENTS B. UNDE LAYM T sake for Shingle Roo ( 9 � Felt # 151b Underia men Y FL12328 NIA 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED Dr ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A . STORM PANELS Products Global Protection Prod Galvanized Steel Storm Panels - 15 6.2 FL15076 1 FL O7 NiA 12/31 /2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NiA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B, TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197,1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel c13 Building Codes and Standards 1125=22 Product Approval Application Detail T.,•u'I .-. ,.. altar �+„dda't GK11A�t`^, -rs."p rl I�...:,i , ;$ f „:e�-,u i ....�. ,,.< 4'k.;r(n'A...i)�.�`x+.e� a Cnlri.r!4ur,2� I�4, , laa�. xg: �1lia ro H1±�y'�,; :h�m k,w5.''Ua :Ftu.Pt Sr.4zJai'A>. �C/111A11fn. ,'r,t.,:.. I+l�l EINI6r�[ 2WR 170it not, Pandlna gag Yoga *ay(ggtgitiu Comalict aminaer a ueenss validated by yg(Jgaud 3ygalidled IODC Approval ivied $m9ia Revision 2020 Thsrma-Tru Corporation Sbve Juperson Lyndon F Schmidt P.E. Ryan J. IOng P.E. 07123J2020 07M 2/2020 0712g/2D20 1011312020 Approved Category: Erbrbr Doors (800) 843.7628 PE-4340111 (813) 757.6555 Subcategory. Swinging Edens Door Assemblies sJuperson®thematm.co Compliance Mathod: Evaluation Report from a rm Florida Registered Archtect a Licensed Fiords FOU1120470-RS Professional Engineer Products S • Product MpdeL Number ar Name Product Ducngdon QNalltV Assurance Contract Exolrabon Dab AOorovee ror UN Aeero,an in HVHZ ter Use Outside HVHZ JmsiCt Resleta Pr su 1 a. Thrma-Try Fiber-Clusk and Smooth -Star Nominal 6&R368 &quotlmpact86quot Opaque 12131 72022 Yee Yee Yee WA Composite Edge Fiberglass Single Door (In-Ang/ouls Mpg; X oonfiguralion) 2 b. Therma-Tru Fl ben -Class. antl Smooth -Stay Nominal 6&e9C89quotlmpaot&quot Opaque 12131f2022 Yes Yea Yea WA Composite Edge Fiberglass Single Door w(th Side ibe(s) (InawinglOutowing, XO, OX or OXO coMlguratlons) 3 e. Theirma-Tru Fiber -Classic and SmoothFStar Nominal W50:8 8quotlmpact" Opaque 12/31/2022 Yes Yes Yee WA Composite Edge Fiberglass Double Door with or Without SMe1Nes (Inswingloute wig; Xx or OXXO conngursfions) 4 d. Therms-Tru Flber•Classk and Smooth-Stor Nominal 88rf39,08quot;ImpaG8quo1; Opaque 12131 r2022 Yes Yu Yu NIA Composite Edge Fiberglass Single Door (Inswng/Outswirlp; X configuration) 5 e Therms.Tru Fibr.Cl ... and Smooth -Star Nemmsl 8&OMO 9quotlmp.ct&quails Opaque 171311= Yes Yes Yes WA Components, Edga Fiberglass Singgle Door with Sdolto(s) (IrMWndO.no XO, OX or OXO configurations) 6 I Therma-Tru FiberLlaask and Smooth -Star Nominal 8&01519qucklmpact&quota Opaque I W1r1022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without aidelites (ImsomoGutawng: XX or =0 _'Agurafion►) 7 g. Therma.Tru Rber.Classk and SmabothZlar Nominal 6&83g;8 8quctlmpact" Glazed 12131= Yet Yee Yet WA Composite Edge Fiberglass Single Door 0 nsW rWOutsvdnp; X configuration) 8 h. Thermo-Tru Fiber -Classic and Smooth-6tor Nominal 6&R365 &quotlmpact" Glazed 12/31/202P Yes Yes Yes WA Compoons Edge Fiberglass Single Door with Sidelte(s) prawing/Outowng; XO. OX or OXO configurations) o i, Thrma-Tru FitxX-Clsssic and Smooth -Star Nominal 8&e30;8 &quaLlmpact&qum; Glazed 1213l/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or without 81delltse (Ir,evArg/OutmMng; XX or OXXO configurations) 10 I. Thermhg-Tru Flbet-Cleedc and Smooth -Star Nominal 8&M50;0 &qua;lmpact&quoL Glazed 12/31 r2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door (I new ing/Wtawing; X configurHion) 11 kTrarmi FCW-Coesi and Smooth -Star Nominal 8&XV O Squotlmpact&quote Glazed 12131 r2022 Yu Yee Yes WA Composite Edge Flborgla" Single Door with S olelto(s) ana ionglOubwMg. XO, OX ar OXO configurations) 12 L Thermo-Tru Fiber -Classic and SrrlootMStar Nominal 8&4139;0 squotlmpac%quot Glazed 12/31/2042 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelites (Inawing/Dubwhlg: XX or OXXO Conigurabons) 13 m Therma.Tru Flbr-CW"C and Smooth -Star Nominal 8&93$8 &gluotlmpad&quot Opaque 1213l/2022 Yes Yee Yes WA Composne Edge Fiberglass Single Door wtth &quotNon-Impacl&qum; SMegta(s) (Inowiry0ubwing; XO, OX or OXO confrguratems) 14 ri. Thermo-Tru Fiber-Cle usk and Srnooth.Ster Nominal 6&VWS &quotlmpect&quay Opaque 12131=2 Yu Yes Yea WA Composite Edge Fiberglass Double Door vat h 8quotNon-ImpaW&quol; Sidelnss (I nswnWOutsW ng; OXXO configuration) 15 o.Therms-Tru Fiber-Cleuk and Smooth-Stru Nominal 86030, D 6quot lmpaotWot Opaque 12J31/2022 Yea Yes Yee WA Composite Edge Fiberglass Single Door with ! Non.Impsadquot Sid9IIt ) ,, awing/Outs ng:XO,OXorOXOcontiguratwns) 15 p.Thermo-Tru Fiber -Classic and Smooth -Stet Nominal 1993al)&quotlm{mQ&quo, Opaque 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass Oou his Door Wth &quOI;Non.Impactdquot SMelltes(Inown2fOutawng; OXXO configuration) 17 q. Therm.-Tru Filar -Clank and Smooth -Stan, Nominal 680131 SquotNen-ImpadBqud; Opaque 12J3112022 Yes Yes No WA Composite Edge Fiberglass Single Door 0 nesomg/Oubwing; X configuration) 18 r. Therms-Tru Fiber-Clasek and Smooth -Star Nominal 86A.88quot Non-Impadaquot Opaque 12/31r2022 Yu Yes No WA Composite Edge Fiberglass Single Door with S dialta(s) pro wngloubwfig; X0, OX a OXO configurations) 10 s. Thorma•Tru F41r-Clauk and Smooth -Star Nominal 6&d30;8 8quotNon-Impaot&quot Opaque 12/31/2022 Yee Yea No WA Composite Edge Fiberglass Double Door with Or wdhout Snemas (IrwAng/Outsivwrq; XX or OXXO mnRgurotons) 20 t Themes-Tru Fiber -Classic and Smooth -Star Nominal 8&ill lipuotNon-Imperx6quot Opaque I?J3112022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswing/Oubwing; X conNgurabon) 21 u. Thwrma-Tru FlMr-Clsoao and Smooth -Star Nomin18&#*.0&quot.Non-Impsa8quot Opaque 12/31/2022 Yoe Yes No WA Composite Edge Fiberglass Single Door Wth S olalte(s) an►windOubwdng: XO, OX or OXO confidurofionst 22 v. Th.-T.Filar-Clossi-ol Smooth -Star Nommol 8&a9Q0&quot,Nb Irrpad&quot Opaque 1213112022 Yes Yea No WA Composite Edge Fiberglass Double Door Wth or Without Sidalibs 0rnwinglCutswing; XX or OXXO configurations) 23 w.Thermo-Tru Flbr-Clossic and Smooth-Stor Nominala&f1388 &quokNarl-Irlpad&quok; Glazed 12/31/2022 Yes Yes No WA Compoab Edgo Fibrgluo Sigle Door (I nweing/Orswnp; X oonfiguraton) 24 x. Thermo-Tru Fiber-Clusic and Smooth -Star Nominal 8&R?.8,6 SquotNon-I.. Squot Glued 1213112022 Yes Yee No NIA Composite ENO Fberglass Slagle Door with Sldelt.(s) QnsWnglOutswing, XO, OXor OXO configurations) 25 y.Thomas -Tru Fiber.Claosic and Smooth.S01r Nominal 58;gN,8&quotNon_Innpaa&gi Gazed 12nil021 Yes Yes No WA Compo ilb Edge Flbargla&a Double Door with or Without Sid*ltae (IrawingiOutew4ng, KX m OXXO configurations) 25 2.Thermo-Tru Fiber.CloWc and Sniaom-SMr Nominal 8039:0 aquOtNOn-Irrpaa8qudt Glued 12r3lr2022 yes Yes No WA Composite Edge FIWII k. Slagle Door (I nswirglOulowng, X oonfiguration) 27 ze. Therms Tru FLer-Cleesie arid Smooth -Star Nominal 8&R39.0 &quot:Non lmpmXBquet Glazed 121311= Yes Yee No NIA ComposiI Edge Rbrghea. Si gie Door with Sidolta(e) (InsWrSIOAsw,ng, XC, OXa OXO configurations) 26 zb. Therma-Tru FRm-Chssic and SmoethStar Nominal S'0 &quothlon• Irlpsoldquot Glazed 12131/2022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or without Sidelites (11-ing/Oubwing; XXr OXXO configurations) Florida Dopeitmert of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pai d 2 I V=1 Y... M,3 F.tlos,A,'.o-J.*,e'.°•�:.�.eh.(:'>+A,dl: -+,rt',f.°'i�. �"',?°^•v ^3•n n-.+rv-K„v ti}. 4 rgat tntkv or Sete But late ParyMm aft 1)f0 YE6ig0 meoNtighm Cooled ►mMN1euLlefoLaA 3remMgaa YYtlMW $Wmm Er.AgamiA AgglglMg 1tMYa Revlelri 202C MI Winch" and Pons 8rem 8hrnger LUH Roberto Lomas Steven M Urgh, PE 10/08r2O20 lWfV2020 IOJI 2020 12M6,2020 Apprised Calegry: Extrla Doors 1717)30-3300 PE-62514 i717)3174454 "CoNgarY: Slidno Extern Door AsewrOk9 orinnpeiegmhatl.wm Compliance Method: E"luafim Report tam a Flaldo Reyahred Main et or LIMOOd Flats. Prdenknr Engineer FLa1S3e4JtB Produce Quality Assurance Aserpledfr Use Approval for Use lmm Rtdm .lead 1'.190MLQftfdlOtlQD In WINE S2WAIlb l001i ItselatMM lnan+m 1 SERIES:20ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12A12024 No yes No WA U5-3Nsqud;x$04quot NON -REINFORCED 2 Sgla 420 ALUMINUM SGO SERIES 420 ALUMINUM$Go OX. XO, XX 1213f2024 No Yes No WA 966qud;.606qupt NON-REINFORCgO 3 SERIES 420ALUMINUM SGO RENFORCED SERILIS420ALUMINUM SGDREINFDRCEOOXO 12r312024 No Yoe No NIA 145. Y4&qua;xoa&qua; 4 SERIES420ALUMINUM 800 REINFORCED SERIES 420 ALUMINUM SOD REINFORCED Ox, 12W2024 No Yes No NIA X0. XX9Kquotx9rr&qud. 5 SERIas 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 80D REINFORCED XXX 12r312024 No Yes No NIA 143&4ud:x9&8pmtl, Florida Department of Buslrles9 & Professional Regulation Building Codes and Standards Product Approval Application Detail PM PP rage, d2 /R2021 r.' " )1i iai!ttS�w,:),�p21i t, 1ri..,. ,ra rr-y,x, ,r�, I "E r,•,�f 1 � ,s3 :Y:,7yn )'gpk�l.i.�w Iv`r :14� " . 0 r�r1. t27 qt ✓,;'' .$, a nd ) :1.6"` �ffiJ °R".,,. •F Y .r.S Y1w'�• ;dr< •rt, c:"' a7 7 '"� { I A L ' �i ' °R 'if I.� 1� �.c7i �.. � '., 'M+'i:l .,,.FYi; ) ,,, YM'rrdi t , �"�1'a,. ,�, .1S.�r�+ttG�r�.d....�f. ,�-✓� •',., ,.,rT. i.:4, r...;`F t, ).'Y?l1 q��.'. 4. 1 :„„H .., �::,_ .�n-�r..r.p�9.�-.,�.� ur�"�'.,#faM.,...'t,dc :r'i ?. �''�t: e ) �L.nt.l. I r• ,.: r,i ,. fd .pMCr, Y:,-rrt:. �"i, .__....,„�u,& ... ,ram,.,...-.I,E?!i, .�'� 6 iq. h �,fi7.0 .,. _fir.. � •i _ ..h. Sedl NAML2L AttE gels 2dL2mtmn pis MW YULM l91gId16alllL S90tlM 60difteffaucemor validating .at YMldded IBt11mtlD:4 PSC Approve!Aggrieved am ROMOM ZD20 WeynsD.4on,e n r dAdowem.I .. Door Owayno K-i.h Johns deal. Jeff yP. Arneson . P.e. 11I1212020 092D2020 tOrMO20 12(162020 Apprised Corporation O3 D) 763.8121 PE-51737 (904) 821-5200 CA.UW- P.W. Doors dkrnlstit-yrtseallon.c SiLCarapry-. Ssma,.l Extrier Door Aismblin Ono Certpn.nts Method: EYrurlon Report from. Floods RsghbrodArchaeet or e Licensed Florida Professional Engineer l.Ivta ba Pillow Modall.M.4M Or Nam Product concretion a,rax A.uxara com ad Eml timmla Anario ed her the Amra.ed for Use in mvhT, Otaaldl NVHZ RWklww ken= 21= CLfIMIR 3 6000810010200a1105 94039, Max wMdi. 14WW Mu raighl. Glaring 12/312025 No Yea Yes-31.0005 00 &"liable In too 0, Intermediate, e4d Intermediatlon 10 800MIDW20091123 164.109; Max wMth, 146859: Max howl. Glazing 121312023 No Y41 Yes wW.00"3,59 available In lop or InMmhdlne Rot 11 SOOMIG A20001124 10009. Marmot. 148a08: Max height, Glazing 1213112023 No Yes Yee-344006.30 awlanot In too or htoonedleto sedlen Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ngsI or 1Fx2021 iiY+�i' mS 2s'v'' i t l '`) �.1• +�.,'t h �i' �':T . 4hr,�, t U^ma �1- •. .u1 rjJ'Y-2n `'T 1...'G"°7F ,! AkF4 �.bxL!"'r�e•..�Cr r•.3. ""4�,-r ,rT4i4 ..� .�'r'w' ,-..?..) r. �r`.�.x..,aeS�:-:ni,]r. `Y:v`n� .. „9`A^+1bh ?4�..1'e}t S84a Rmar or Jape But IMI9.CtlIMm pit mm version simadissli rrmlef endneraumare y I Yale" SubM W F&CApgrdwl AgSayW CIMm Rawson 2020 Curdee Dvlsiaiot AADO. no Tom Raley UL LLC Troy Bahop., P.E. 12`1a2020 ib012D20 12/21IM20 AW.Oid CMay: epExtedr Doors :6411494.2813 1954) 947-OWO Subcategory: Exterior Door Components rn.reft"QlResebioy.co ComplMnco Method: Crtft t on Mar a UWn9 f1dt1}azae rrpdud. m Jtla! Quality Assurants Aogro or. 1, i d for Use Asa roved for Use ImMKI Ill" MvHz Ckutimirom 89flb= EEMU= 1 807, 107. 727, 747, 757. 777, end 54T Single eat Pairs Of Flush. G4nod, and LOuvmW single and pain of 1213MM Yn Yn Yea WA Doors hdlor rMi&I 400n. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ft"I of 1152021 ., .,, .., . -, . -.. x,- -.ems r _ ., , »,t•wr -; ¢ :, '4.,7T.. Erll `{r e r r: srYil,TLi `�Yi ..a�.,.gsr i ;r1y t�'axq sr ir" 1 W A'Pax1v.., . g T tam✓, t-y,,,k� (��"rr r 1`1i. 5 � � 1i. ,e I )I?`wn tl1�.,1s+.,. •,.�r:(��s.-?S�'8Y'6 fir r+7"'..au�,,,�;7i'Y/"l�pH�tg.a�> F1., �"p::l!J��a�.;t{.Jt' 7+�r "'s'.. r v� ,. s-1:..;niantgi .�t_J Aa.�lt, Ali ,k,...._n t. e.-...... x_$M,. m..efh .tee„>«•r -_�r.� code bWN rr Da�i Oel. Octe %.,am ots I= Yt)..Ion Ift-ha wrr S'mlit"Ird maMDMtill�m YMMM.d 6,idgm laid FSQ Agonond Aggymd mom ReASOM 7020 MI 4Wndowsand Dona Sent afiingr Amentsn ARnitedural Steven M. UriohPE I I1172D20 W170020 1127/2020 Appraved come".. Windows I71T)385-3300 plan Menur.ctrrs Asaodaton (117)311-8454 aubcafegory: area Hung bsologer®oit.d! Cempllalla MOMC4: Cn11114aflon Mont or LWMO Qrdeu Assu - Arrayed rr Use Amrio ed for Use Whom )goyim AMA RaAR1 Model. leaders or Name .11drallffiGMt In Hintz outside Hint gknldta gl EMatYn 2 I' a1 52X72 FlnrFlenge Frame IG/SG Single Hung 1 W06,7023 No yes No .001.60 L n*,.t.d GI.. O CU O 4; U 0 o -a 0_ CUt..l /2 . .a W Cn T� CU U 0 ro C c O CV O U- -0 Cn E.� 0 n0n+� W O Cam. H ♦V e0 ._ CU Cn C Q a Z Z W J art !'J N 00 t� L � +v7 ,r cal ;f r =• y_ w f0 J N o c F= lti O 0 Cn CD E N Clio > O I_ CL O O ^1 W ICU W O LCU W a N z J z Q J a SHEET NO. PA 1,0� Florida Department of Business & Professional Regulation Fag. a.49 Fbnds Department of Business IS Professional Regulation pose/al Building Codes and Standards 2s2oz2 Building codes and Standards Iftv 02, Product Approval Application Detail B Product Approval Application Data -•.. '... � ' .. (S _- 4, ,>. .,..._ .�•u¢.. :.�,uas<. _ _ ....•.,. - � x -.- Y ..,i WiZ�L_. S ` i ,�.rsfiF .. +. •R •Z.`eFvel .Tcz- 'J16T8Y31flL.d tirSY YZefi�3•h� R r�� alai I= Version )gaagmgwm �yry �,� EERY or 92A= FJtamar a Llonee Yelldelad By r�� r�.r� Oita a Mitill jtillia= DaaePendl PRO Amoral Isd Approved AMU : iafY --�1'.V> . r; - 1diALpr ail ads atetmdm bb i'SA Rev'sion 20M T)er-Tru Coriocre m Steve Josperoon Lyndon F. Schmidt P. E Ryan J. King P. E. 1000712021 OR1118r2021 101"13JI 12115020211 Approved log YldaD Manuufrlurr CarlOgyatkweedu 1Ctlllatt ihAMM fACAMUM Approved Goa Category: Exterior Doors (800)843-7828 P9433400 (813)767.&%S Ammatbn LV20 POT Industries Jena RWowBN "chi-Dd. BCCo -CER hsaM-Ded. SCCO-VAL Ilift 20 11005020 11111=0 Approved aubColstowSwinging Exlerks,Door Aasembim ejasperaorm®themearl Coastal Whin (941)466,01DO (768)315.2509 Compliance Method: Evaluation Report from a m Subcategory; Onto. Hung lrwovsIdeponWaMae.o Florins Registered Architect or a Licensed Florida Compliance Moth C"IoOw Mad a Wang am Professional Engineer FLAW"14t2 PrMWgft Ammvl for the vBWI gdp[l Aeeromesd for UY Aoomved der sae ) siB3133 Bffi3 Product Yodel rkmbsea More In NMI ouldch.a)D6 ROMM PN AMA Product Model. Number or Name Product Description &antract EXDIMwn Data In HV12 Oublda HVHZ Rostrichmat Pressure 2 amssso0 iLarda LUNG Bnpad) Vinyl goal. Hung Voll 1170041025 vn Y.. Ymr NIA 1 a. Themal•TN Fiber -Classic and Smooth -Star Nominal 116"llill dlqua;Non•Impmadouct Opaque 1213112022 No Yee No WA Composite Edge Fiberglass Single Dow (InswingiOutNving: X configuration) 2 b. Themal-Tru Flber•Closec and Smooth -Star Nominal 64,011 aquotNon-IRpoot&quot Opaque 121312022 No Yes No WA Comp000 Edda Fiberglass Single Dow with Sided OnswingiNtavl(rg; XO, OX or OXO omf}gunben.) 3 1 Thermal F1RrrClsssicsnd SmoWh-Ster Nominal SSX ;8 SquotNon-mod ct&qubt Opaque 12131/2022 No Yaa No NIA Fiberglass Composite Edge Double [oar with or w(thoa Seelites (IneMnglOutPMng; )(Xm OXXO Wnfguration6) 4 d. Therrta-Tru Fiber -Classic and Snood -Star Nominal 7801 SquotrIon-Irtlpad5quot Opaque 1213112022 No Yes No WA Compatible Edge Fiberglass Seigle Data (InawUgrOutsWing; X configuration) 5 a. Thermal Fiber-Coassk and Smooth -Star Nominal 7&NI 8quotNon-tmpad&quot Opaque 12131/2022 No Yae No WA Composite Edge Fiberglass Simple Door with Sldelaa(s) (InswnglOutevil XO, OX of OXO confgundons) a 1. Tharma-Tru Fiber-Clasak and Smooth -Star Nominal B&NW;08quotNon•ImpaaaquU; Opaque 12/31)2022 No Yes No N/A Florida Department of Sualness & Professional Regulation Fall I tit Composite Edge Fiberglass Bungle Door Building Codes and Standards 1/Y2D21 arsswinpl0utswhp, Xcontigurabon) 7 g. Thermal Fibr•C*mic and Sripoth-Mar Nominal 8&a39AAquotNon-ImpaoA3quot Opaque 12131r= No Yale No N/A Compoare Edge Fiberglass Single Door withppr� Product A al Application Detail Pp Sdelte(s) (Inswing/Outsivi XO, OX or OXO 8 Thermal Fi h hermit ru ter-Classk and r Smooth-9ta configurations) Noma1M 88e39'0 uo Non•Im uck Opaque k aq 12I31 2(Y22 No Y n No N! A ., .-,,.. h ', I »•r' x a_. - Psl�q WQ or Composite Edge Fiberglass Double Dowor < - a -. . ,,. .. ..5.�, a .:.. _ . r x.°. ... a � -r�td'`>�� aY alta �m Yam . vvlthaut slash) (In*MrglOutewng; XX or OXXO O lean Bad,Oak aaeid B„dner&UaeMe Vetdreel Ytlmlt a!e'broill FBCAmrswl CdnbgufatlOna) 11fac Ycoaa Bi0u1m19fE AgamlQt groat 0 L Thefriml Fiber-Ceasic and Smooth -Star Nannai $&ill 6quotNon•1 mpaet&quil Dilated 12/312022 No Yee No N/A Ammxtkh 2020 POT lndlstrin Jana RosossM I01-4-06de IBCCO- CER MMs Dede SCCO-VAL 11M/2020 11IOU2020 11A 12020 Approved Composift Ed* Fiberglass Single. Door cal Who-. (941) 4WO100 (786) 315-2690 OnawnglouisWeg; Xconfqulal BulZomil ry: Fkatl IrdearsMQpatlpkrWIBB.0 10 J. Thermal Flber•Claaslc and Smoot Nornnal SfLa3B;8 aquothlon-Impectilquot Glazed 12/31/= No Yes No NIA CerrpllerheA MaNnd: CerlMcetlm held or Liming our Composte Edge Fbwgl&u Single [oor vith EldoltWs) (InsWngfOutcovil XI OX or OXO PLM configurations) 11 K Therme•Tru Fiber-Clomc and Srmolh-Star Nominal Baa3g;88quotNon•Impact8gwt Glazed 12/31/2022 No Yes No NIA Amoveefa vies AmlavM fur sres wow• 229M Composite Edge Fiberglas Double Door vath or Batt GmlffrrEmlftllmpala In HVHZ Outside tnnli es vAhmA Sldel)tes (lm&MrVOuwmng; XX or OXXO 5 PW-6320 (Lerg. Miami. Incomes)) Vinyl FII Mind- 04MAO23 Yes Yes Yes MIA conagurabons) 12 LTherril Tru Fiber•Clanio antl Smooth -Star Nominal 7301SquotNon-Impactgquot Glazed 1213ilM No Yee No NiA Compositt Edge Flbwgles Single Door (IrsswngrOwtxwhtp; X configuration) 13 m. Thrms-Tru FIMrClaal and Smooth -Star Nominal 76J/3e;06puotNon-ImpodAqu.k Glared 12/31r= No Yee No NIA Composite Edge Fiberglass Single Door with Sdelte(s) OnawrhyOsYtewinp, XO, OX or OXO wnfigurmome) 14 n. Thermal Foar•CMpsle end Smooth.Shar Nomnal 8&At39:0 &quatNon-Impad&quct Glazed 12/31rl= No Yes No NIA Composite Edgs Fiberglass Single Door (Inawng/oumweg; X conigurabon) 15 o. Thermal Ffber-Classic and Snooth•Ster Norrliaf 88016quotNon-Impea&gI Gbted 12131/2(YM No Yes No NIA Composite Edge Fiberglass Single Door with SldaMe(s) ansvxlrg/Dstbwinp; X0, OX or OXO Forids Department of Business & Professional Regulation Faes 1 d1 18 p. ThermaTru Flbw.Chwb and Smooth-Ster conflgUratlOne) Nominal Sal SquotNomlmpad&quot Glazed 12131r2022 No Yn No NIA Building Codas and Standards Ia/20t1 Composite Edge Fiberglass Double Dow Huth or Will Sidelites (Inavirg/oubwing; XX or O)0(O Product Approval Application Detail configurations) 17 q. ThertrseTru Fiber•Cimic and &lpoth-etr Nominal 08039:8 equctNon•ImpaOAgrot; Opaque 12/311M No Yes No NIA Composite Edge Fiberglass Single Door %Atli , . '; v '. rA •-•rl " f �ac...e.,.a.. � "x �.. e(i r r; •� nm:¢ "silk( - - - Transom(InswnglOutswng, 0/X configuration) .,_ i-. .: ,'�.. M_ ,.:•. .... ,r. .. - ,,,..,. .. ., ,.. .. .... r� 1B 10 20 21 22 23 24 25 20 27 28 29 30 31 a. Thermoi Fber•Clask and Smooth•Sor t Thamil Foor Clasak and Smodm-Star U. Thermal Floor-CMaasc and Snodh•Star v. Therrta-Tru Fiber -Classic, and Smooth -Star w Therms-Tru Flber-Cheek and Srrocts-Siar x. Thermal Fiber-Clasek and Shroothaar y. Thermal FUsrClasalo end Smoothl z Therma-Tru FibwClasslo and Smooth -Ste, za. Therms-TW Fiber -Classic and Smooth -Star ad. Therms-TW Fiber-CAassb and Smooth -Star za. Thermal Fiba-Claselo and Smooth-S or zd. Therms-Tru Fiber-Clasao and Smooth-Ster ze. Therms Tru Fiber•CIWAlc and Smooth -Star Nominal 030IN:8 &quotHlorm-Imp ci equot Opaque Composite Edge Fiberglass Single Door vAth Sdalite(o) and Transom truvnrhplDubwns O/XO. O/OX or OJOXO configurations) Nominal 6811 88quol NondmpadBqul Opaque 12731/2022 No Yes No WA Composite Edge Fiberglass Single Dow wth wddbe(y (inew(ngauhsvisil XO, OX a OXO Continuous Fkatl and sli aOMlgumsons) Nominal 811 al &quotNon-Ih1p*d&quot Opaque 12J31/2022 No Yes No NIA Composite Edge Fibegass Single Door Huth SNdelite(s) OnowngrOub nog; XO. OX or OXO Continuous HOW and Sill con80urabons) Nominal UPI SquatNon-Inpsolaquot Glazed 12/311/2022 No Yae N0 WA Composite Edge Fiberglass Single Door Hum Sidelibil (InawnWOUtWng; XO, OX a OXO Continuous Heed and Sill configurations) Nominal BLIM;0&gtiMNon•Irtpwdquot Glued 12/3112022 No Yes No N/A Composite Edge Fiberglass Single Door with SldMbala) (Inswngt0uhrall XO, OX Or OXO Continuous Head and $11 corhngurat10119) Nominal fluid 6,quctNon-Impact&quot Opaque 12131f2022 No Yes No WA CompaMte Edge FibergWm Door Ponelsvil Vented S)delaNs) On*-nWOuteweg, XK )DO(a XXXX configurations) Nominal Sol SquotNon-IRped&quot Opaque 121S1/2022 No Yec No WA Composite Edge Fiberglass Door Panels 9dNkil Onswngroubwig; XXX)0(X confgurelions) Nominal 58";B&quatNen•In"et&quot Glazed 12131/2022 No Yae No WA Campos% Edge Fiberglass Door Panels wet Vented Sidelbe(s) OnswnWOutonvol XX XXX a )000( configuration) Nomin1188itY30:0 &quotNon-Irthpad&quot Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Door Ponels with Vented ShcWft(w OnswngfOuMWng; XX XXX or XXXX configurations) NominlS&VS:88quotNon-IRpect&quot Glazed 1213112022 No Yee No WA Compoate Edge Fiberglass Engle Doan with 3810 Siddisill (Insvring/Outrial XO. OX or OXO oonnaurstions) Nominal 8&i39;88quist Non-Impac&quot Glazed 12/31/2022 No Yes No N/A CompoaMe Edo* Fiberglass Doubla Door with WORD 8ideliters 0 namenglOuMwing; OXXO conn9uration) Nominal SIUM,0 ftud;Non-Impaol&quot Glazed 12J31/2022 No Yes No WA Composite Edge Fiborg less Sidle Dow wit 381110 Sdelml Onswny0utewng; XO, OX or OXO oohFgurstions NomatM 8& :0&quatNoalmpwt&quot, Glazed 121311 No Yes No N/A Composite Edge Fiberglas Double Dow with 3A11SQ;0 SkaMas (InevArngloutadng; OXXO connguraton) Nominal 7&089,0&quotNon-Impect44i*, Shamir 12/31/2022 No Yes m NIA Sa las Composite Edge Glazed Fibwghss Single Door Huth or without 1961392 Sdolta(s) OnswngrOutea'ig; X OX XO at OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FLM5259-R31 9= Entl y a Qum 20 QtG! Mill AtKu Ngg Y111`8190 Manufacturer Contact Engineer & Validated By Validated Submitted Pending. 9Rltroved Approved Revision 2020 POLYGLASS USA Maury,Alpart, Lima John W 10128122020 10/22/2D20 MQ 12/15/2020 Category: Roofing Sg84233133OSmalpertapolyglass.00m Robert Nieminen Knezevich, PE SubCals o ' PE-59168 (954) 772.8224 11/01/2020 9 ry• Undedayments Compliance Method: Evaluation Report tom a Florida Registered Architect or a Licensed Florida Professional Engineer ProductsgiijallIxillitilgrang FL1f62SMal ;� Product Model, NwaTbr or Nam* Aoaroyad 6y-ace 1 n n+4+r millaillsa r �� N20 �+ 1 Polyglots Roof Undadaymems Roadng underlayments 10112112022 No Yes WA 1 Polyaass Roof Undetaymente (11I Pobglass roof undenayments Ice use In FBC 12232023 Yes No WA HVHZ juridctions. 2 Polygloss Root underlayments(nm-HVFIZ) Painless roar undenayments, lw use in 12/28r1PS3 No Yes WA PRO no"ll jurisdictions. 1 Polyaass Roof Underlayments (HIVHZ) P lass roof undenayments for use In F13C 12F23y2023 Yes No WA HVHZ judedrd8ols. 2 Polyaass ROO Underlayments (Man-NVFIZ) Polyglots roof underlayments, for use in 1223l2023 No Yes WA PBC non•HVHZ judedkdons. 1 P I ass Roof Untl is o end en ( ra ym 11VFIZ) use in iadyp lass roof urMen eras for Fl5C12R3+20Z;3 4lYm Yes No WA HVHZ jurisdictions. 2 Polyaass Roof Undarlayments (non-HVHZ) Pdyglass roof undengyments, for use in 17/23i2023 No Yes WA FBC non-HVHZ jur diaiorr. 1 Polyaass Roof Undedaymems (HVHZ) Poynlass ron/underlaYmexte for use In PRO I22312023 Yes No WA HII jurisdictions. 2 Polyaass Roof Undedeyments (non-Hiii Potyglast rod underlaymerits, for use in 12143r2023 No Yes WA FRO nan•HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall { r7l"7 4 WA/-822.5 WA • WAI-G22.5 WA A WAJ-022.5 WA +WAf-622.5 WA •NIAI-02Yb Pape Z d 2 30=3 1: Stia 1: iI 111114 lmtvw all Fts 20 31:12 mn4m Manufacturer contact andn*r&U� Validated By 1VaIYsatd > Fie AMOW Approved atatus Rovisain 20" Will Inc 61n INOlds. ICC 6vslueum service. LLC ICC Eveuabm Suvics, 01432023 1220=22 01432023 A{provl Cdegay: Minna al Campmaes (952) M 4MS LLC. atiliCaegory; Truss PIWs o"cler Qmii.00rn (20s) 590-9000 Compliance Method: Rasymen Repaf.ere a Product EwllwMon III PLMirata Ptallob QMWUA pvmgd AMEMMLIMME &Wauatodeal mgpri 21dm Aire PrwkA1 Y 8L Nwebr a tterse 1. HVHZ oulydelYR[ RGjJmmm1 Pm§Uff 1 111180"H8 18 g& nloh strength truss connector pate 1213lill Yee Yee NIA WA 2 M1d9HG 16 go. Wpa high granpth trust connector pale 12131=4 Yee Yee NIA WA 3 kill is to ga. Wes cnneda pate 12012024 Yes fibs NfA MA 4 Nn16H8 16 go. Agh t0en0ah truss control plate 12131rM4 Yes yes NIA WA 5 MT20HG 20 gs. high llwpw trueo voccor plote 12/3m2024 Yee yes N/A WA 6 TLts Mils le go, suesed cmner plates 12/31I2024 Yee Yes NIA WA T TL20, M720 209. bus co-acir plane 4213til Yee Yes NIA WA S991 lr&vat &tit an atn.etoaDg Do mm Vona o 111taledul mist 1:DamIM.LUNM 31)mrridat XddMar awn= LAGAOMMA Ago=" al" Revision 2020 Janes Handle Building Products. Inc, Chad Dical V. Manx Ten John aouMeM, P.E. o1452021 12M412020 01/1)dl rind PSC Appn Cat.gral Pend WMIs (909) 546-0350 PE41062 (3$2)367-2526 lea CMagory: Sang ch.ci dlevolulaernesh ed Compliance Method: Ewuobon Repot ton a Florida ReOMMd Ardilted a a Licensed Florda Professimtl Engarsw FIa/t1D241BPreduds i>* Un Apr At" Product Male. Nsmbr a Name Product Dmrktlon Caar Ifn a outme III Redwitart armature 1 Cenplank lap Odhg iber-ramonl lap all 124310023 Yes Yes N/A WA 2 HrdePhmk Lap sating ibanv:emont lap Going 120112023 Yee Yee NIA WA uk 211211 Vona 3 3alammiMt Revision 2020 MI Wlndovls and (bare cat"ay: Windows ArbCalagoty: Horizontal Sill Compliance Method Cer00eation Mad a Liming saga 1 HS 10a fln antl flare. Frrh» Raride Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ln*v, Said Em101tLL M Yddlb L& &ern Siliver, Arma an Arahit c l Steven M union, PE 017)3W3300 Monuhctu nAssociaton OID317.5454 bsltihgeremiwd.con Pope 1 of 1 I&MI sill an DlPmdm am Ywl" EMM=d IWLAR and h"UMW Mtn 1O'O6r2= l0/Oe2020 lamwl Approved gitlMLAssurance Ammwd for Use A=oMfwUn 1mM Deal Protocol D�kMn CAMUELLEkdwcao lLtML 2WUM*tML aLibi d Euiarn 73.821nwlded Glass 02/162024 No Yee No -wall Flodde Department of Business & Professional Regulation Balling Codes and Standards Product Approval Application Detail Peer I a i 15 021 oak BBai.9i era age ..- aOLEM" ate ]�•$ Yution alemmmlm contact andMer&Lkrae Validated IN )m6Ytd EIODaatd FSC Am,w,d Acharl alai Reviepn 2020 MI Win dao end Dome Grant Winger Luis R Looms. PE dawn M. Well PE 1OY0812020 10108I2020 10/1912020 1211501 Approved C06"y: Will (717) 305.330-0 PE-62614 (717) 317-6454 eubewtogil we.. baldhplQnilw m Cmhpllanco Method EwNall Repot tom A nodds Registered M.h9ed .. Licensed Florida Proks monel Engineer Baas oludisal 1Project D�iamO fackuLLMbNMLGO 1, Mull amwoLAW aammm Emma 2 5784 VwScal Numhum Mullah I2)3MO24 Me Yes Va. WA Fbnds DepartmeR of Business IS Professional Regulation Papol Building Codes and Standards 1ah3"5021 Product Approval Application Detall Sail Enm Or an am OM PMd o Brt ]DOOR verauD WnWadurr rmw MODU AALUDta YKWt" kdrta3 immam E3GADOWN Aatmag ■tint Revision 2020 ANide Nick Thompson Lyndon F. Schmidt, P.E Ry..J Ill P.E 02h52021 021152021 02222011 041112021 APVO d Category Pone WNM (330)922.23BO PE43400 1213)767-asm sbcalnicel Silas nthornps.nedelds.cmn Conpllanu Moll EvNua lm Roped ear a Florid. RegldsredArahlted a a Licensed Florid. P Aa111 7a� Prdmal l Enanew 4&&Mude 9wlWLAsBrci� A AcafmQdfar Ual � � _ ProductMl is a Hum. 0,W Comm � on onto F NVNZ OLltddo Mnrt � +�' a ZT&q of &OUC VProduct ent or Gold u w 3 No yes Wn..wn 2 b. 6ouctAllsnce T46,l amp Vent or Sold Vayl Sae 12131=3 Na Yes N. KA 3 o6tNd;GreeeDrhr vldago Bsadedda39: SofM Venter add Vinyl Safi 12/312023 No Yee No WA 4 d 6quat:056qua; Sams Vial or Sell lMyl Sore 121312023 No Yes No NIA 5 e. so o :Charts Dak&quat Sam Vant or Gdld Vinyl Sale 12/31f1023 No vs. No WA 6 1. 6qud:9upWSPensquot Idvmt Vol or Sold Vinyl Sofa 1213t2023 No Yes No NIA Florida Department of Business & Professlonal Regulation Pega 1 at Florida Department of Business & Professional Regulation Pape 1 at Building Codes and Standards 1010=1 Building Codes and Standards W2021 Product Approval Application Detail Product Approval Application Detail saill ErdY,, or arc age per,Lodm arts state ona y a Dta an Dock PMAm slat I= Version 2Rnil endMes&LJesmeVoillildiaM Mdddd Itiaggall Fat Amwvd AaRnm NAM I= vulim mbmdllhm GallirA enamerLUWM William )atoned aamsAd zwamma Aar mum Revision 2020 TAMKO Widing Products LLC Karl Eden Robon NleMmn John W. Kn.toKch, PE 1094/2320 OGI9202D I0A22020 12A8/2020 Approved Revision 2020 L.V. Thwitemoo, one. doe Thompson Architectural Tony Chnelmen Zedary W Pant Stmn M Uneh• PE owl rr 20 CM 2020 (to222a20 12nWA20 AaProed categary: Floating 14l?)024.8844 PE-50166 (954)772-6224 Msama CanpnytTJWCO) 4013)248.3404 PE-74021 (717)317-9434 SMC.t.mry; Undd.yrmarta kenl_anmQlemko.mm Casigoo l Racing t.Agam bvoangcom Comphomes Mahal Evaluation Rogan from a "Categol, Rooing AOoessorles mat are an Florida R.O@Wred Arched era Lianan Flaw. Irmagial Pad time Roolho system Professional Engineer Caralial Method Evaluation Radon tom a F1olaa Registered ATcaart we Uarrsad Flands Professional Engineer e.. a Product Yail1. *-be or llama ptodm peowlefla. Amr..ed fr use Anatol to Use khmd t in HVHZ 0,11old, HM aaatmt go" PJ7ABID. L a$ad,d, chassair Assurance AmrpyMta Uaa A="W for Use am gLft 1 TAll Rod Underlsymnte (HVHZ) Rafunradaymnto rue wit in FRC HVHZ OK292023 Yes No NIA WA AnB ZmggdxomLmmuxaLsm irk ROMEIMXARDNMIM I, HVII outkb Mill antow Emmum Jumadedans. 1 TAMCO Flat Top QW44ge Vent with Baas for fie 20 pa. Ol rWVOd W Vila DAMO 01110911410211 Yee Yes NA WA 2 TAMKO Roof UndeMytnems tM0N44V4Z) R.a/undedlyrrari... In F9C non-HVH2 O8091 Me Yes NA WA 2 TAMCOOopaenockion 249a. 091092020 No Yes NA .OA62A )urlsdGkna. 3 TAMCO Off -Ridge Real YAM gape 26 pal add roofv6ntlkla with integrated 1:1110 090014026 Yes Yee NIA N/A 4 TAMCO Rand Tap 0MIl a Vent corm Baflle, for Tub 26 ga. tds90 rocrve dlstw hwm bathe 09012M Yes Yee NA N/A Florida DepartmentofBLMInorss & Professional Regulation P.D.I ofI Building Codes and Standards Ilimm 'fir s� Product Approval Application Detail�+�, t d. �,�°":E�J]fi.�.1ti.-�a az•`+�S�t�?t�' , eS,A�.,-'�ci�4I��n,�'0- .r'�r .. i ?4hTv",'�.:.- . _:'fix .. `:Etti'">rr"F 'T�•"��r�''11�.. gads Blm(r are 20 DdoPoodm fate dyes Vial 21OLdedups Contact Eml1MLLUMM Y L Yag" alaii d fac Approve Ace wou amble Revision 2020 Loi Katrina May Janes L Rudner. P.E. atew N. Urleh, PE 112312020 112Sf2020 11292020 and FSC Al Catogay: Rcol (501)0ill PE-31242 (717)317-8454 SuubCdoaofr.. Rodng Aceessalss that wean geloy@ldnanlocom Integral Put crime Acoing $"am Corrpil.np Mdhcd:eVWu.tnn RW. tome Florida Registered Architect a a Limited make Professional Engineer lLguuivamwu OueftAsuffmo AOg&Ad14Llne Approved for Use )Nand Ql= ftg .» .ar.ralame 13altauba mm i aLMM gwAkAmS Blliialaa Evian I Dark -Air" OM a TRI-Ru)R 0.,k-Nr Ot-4 Law Proll Pdywo oil". Plastic. Rod Vent 121 No Yes No •97 501 MeehnialyAltecilhol PWood tea: Florida Department of Business& Professional Regulation peak at Building Codes and Standards 1 252022 Product Approval Application Datall ADD 4251111 Eptilrss 21A 2da Onto Candim P� 710 Version MarleacArer Contact Engineer a License Validated By Volldatd Submlftd MCAporoyel Approved bLtue Revision 2020 All American Shutters and Ghms Mike Barbieri Frank L. Bennarlb. RE Troy Bishop. PE 1011281 10/1 Sill 11/05/2020 12f1SMD Approved Catega7 Solutions (581) 712.9882 PE-0046540 (954) 9474880 Su eCahgory: SmRn Panels mmkebQalk.m i andhute Compliance Method: Evaluation Report kola mcom Fiords Registered AmhlhBct are Licensed Florida Professional Engineer PlM 7891Ra Products alga Product Medal. Numberor Name QmaINVAA Maas Ammvl for U" Approvedfar Lint Product Dowrlbtion Contract Expiration oat 1 H- O(rtlds HVHZ t Ronfount 2111111115, PraMun 1 24gs Galvanized Steel storm Panels 2499 Golvanlzad Steel Storm Panels 121312022 Yes Yee Yee WA Florida Dapartnert of Business & Professional Regulation Pape I wI Building Codes and Standards a141 1 Product Approval Application Detail a _. ... .9 yr• . aftlN or an RU DMe MttNre 20 MOM! Version Mw46Mtum ±glad End,-&U,Y Yahildedass yamrm salppOa{W FRCAgEIDMI Afmmng M" Reveal 2020 W.Orheausr Rob Sold ICC Ersluebon Service, LLC Ion Lenny, P.E. 02422021 iOn313120 OZO32021 Appall Cats of awcturd Components (253) 924.6476 (006) 639-J286 Subcategory: "peened Lumber RobetS.0 ,4wereme COmplmn MoMco: EvaMMon Regal from 0 aussr.tonh Product Ewlusean Endi p(Aaw4t" Fmdms gydly-Atmypm Approved for use Amrawd for Use lipal a§la.l gag Pred&t Medal lh ber or Name Product Description in HIM outside NVMi sal la Palm 1 Nsosollsm LVL Leminsied Yamer Lumber 03f3121123 No Yes NA WA 2 Parallel. Pl Pwdhl Strand Lumber OSM 2023 He Yes WA MIA 3 TknberStnnd LSL LarNnated Spend Lumber 0313112023 No Yea WA NIA 4 TJ Rim Board structural Compoeste Lumber or Orland Stand O"I2023 No Yes WA WA board Rim Said 5 W%Wh&Wnt RIM Board Oriented attend Board Rim Nord 03MI12023 No Y. NIA NIA Calls MUM V,,I- i&Dldmhll. Revision 2020 9onl Roaring caegial Rcatnp subcategory: Realnp I'll.. 11"mana Method: Evolution Roped hem a P.LNM6:Bt2liak,t Product Maisel Entity a 2ft 1�9 Style, sprit .NV1y WkIe post ad English Thatch almil Mead 17 Saxony 600. Site Shake 6strip; Spit shake 18 simony 800-ante, Shake 6amp; Salt Shake 19 Saxony 700- Shake,$1.1. 6amp; Spit Shake 20 27 Soxahy Tao- ahoka, sate 611 SPIN snake Toln Espe 12sluslen. 26 V11e Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail f &k zm momm Pasatn 2020 MI Windows and Doac CMO" :Who" tk.IDCMeOOMv Fhted Compliance Method; Cafi0aa0on Mad Or Liming Product dada. Nunha or IlafrM tall PW Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 101tl1La GEM BmmtLLMM YILNBM Giant atl,4w Anil AmhaeCunh St-n It tell PE I T17)303-3300 van MIAMI an Attooaan i7M317.M04 bePonger®mlwd.com Pass 102 1&2D21 PM )m Dora Pmdm Will homtmw fBC Amiewd Dig"Aa9rmag Bt411t 1112212010 1lf=020 112/1020 Appall QLNUMAi UMM hmmouKim h utalu vat.im Meal Balm product begulcoo Cadrest e1m*atlm Od* IAt11a1L out" d mi atsWet Pmmm 73 x 721n.A.W4 Dos. 04A31J023 No Yee No .001J0 Fonda Department of Buslimss & Professional Regulation Building Codes and Standards Product Approval Application Detail P.rl tit Ia2021 r r 'a2v.1r.. 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Nury wNdvs OBIONa0a0 No ND N L Cn -Cu N 2 -� • Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals listed below, CLICK Haec- Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals Noted below, CLIC K HERE. Updated 1213M020 Simpson Strong -Tie M20 FBC Approved Products For direct Inks to all SST appraas Noted below, CLICK HERE. Updated 12rJOrA20 Simpson Strong -Tie 2020 FBC Approved Products For Inks to all SST approvals haled below, CLICK HERE. direct Updated 12r0Y1o20 Q� p ® = `V For addtional Information regarding Florida's Statewide Product Approval System and Maria-DadeCounty Notice of Acceptance (NOA). ,C, WCK HERE, For additional Information regarding Florlda's Statewide Product Approval System and MamlZods County Notice or Acceptance (NOA). CLICK HERE For additional Information regarding Florida's Statewide Product Approval System end Marta -Dade County Notice of AooCLICK optance INCA), HERE. For addtkxnai Information regarding Florida's Statewide Product Approval System and Miaml•Dade County Noe or Acceptance (NOA). CLICK MER E. W .� V , cn N Fj.tIt36647 FLM10446-R6 FL6100fi RB 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3• Co c Oil 6" and heights ranging from 4.5116" to 11", Concealed flange -0 A2111.111 Product Model. Number or Name Product Doscdotlon 12" Product Model. Number or Name Product Description AS" Product Model. Nuber or Name Product Product Description version (HUSC) available for models having width equal to or 0 O 1 Trillion Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21. A23, A33, A34. A35, A44 Angles 1 ST. BTB. 8TH Brick Ties greater than 3-9/16" - L 0 t� 0 2 APA21, APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3 0- 3 AP844, APB44R. APVB68, APB66R, APB88. APB68R, APB7010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9.1 /4" to 16' 0 U _ FLNION -RB APVB44R, APVB68: APVB86R, APVB68, APVBBSR, APV81010, APV81010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SOS, LGU3.e3-SDS, LGU5 25-SDS Face -mount hangers CIO 0 :Cs (� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-e, APVDJT24. APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressiontransion Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers � 0 0 Sea X Product Modal. Number or Name Product Description APVDJT2R-6 8 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC2107 Face -mount hangers 0 1 SDIO112DBB Outdoor Attends Connector Screw 5 APHH46, APHH46R, APHH810. APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, HO, H7Z. H16, HISS, H16-2, H16.2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-91le" to 4- CI)0 L � L Q 2 SD9112. SD9412. SD10112, SD10212 Strong -Drive SD Connector Screw 8 APL4, APL8, APT4, APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15118" (n 0 CIO c- 3 SD9112SS, SDO212SS Strong -Drive $0 Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.60-SDS, MGU6.e2-SDS, MGU7.00-SDS Face -mount hangers ICU �a 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1 5, HSS2.2-SDS3, HSS2.3-SDS3. HSS4•SDS3 Heavy Stud Shoe 18 MIU series hangers Face•mount hangers available in widths ranging from 1-9116" to 5- , C v ! Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST8 Straight Straps 1/8" and heights ranging from 6-15116" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist Ties 12 HTS1e, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 19 MUS28. MUS28 Face -mount hangers SDGP221100. SDCP221134, SIX P271400 11 DJT14 Deck Joist Tie 13 HTS016KTZ, HTS020KTZ Heavy Twat Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 6 SDHR27400, SDHR27814, SOHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/10" to 3•WlWand heights ranging from 3-1118" to 13.34' 7 SDS25112. SM5134. SDS26200, SOS26212, SD625300, SDS25312, SDS2541 Z. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SD825800, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X nadel; on y acute flange Is concealed, 8 SDS2511265, SDS2520OSS, SDS25212SS, SOS25300SS, SDS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-W16" to 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HIOA-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11-V4" 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-Rat 10 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36.. MSTA49 Straight Straps PL#106a7-Rat 20 L30, 1-50, L70. 1_90 Angles 22 MSTC26, MSTC40, MSTC52, MSTC88. MSTC78 Straight Straps Sw ! Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC68133 Pre -Bent Straps Asks Product Modal. Num leer or Norma Product Oeacrlptlon 1 ATR318. ATRt/2, ATR5/8 ATR314 Threaded Rods 22 LS3O, LS50, LS70, LS90 Skewable Angles 24 MSTI2e, MSTI36, MST148, MSTISO, MSTI72 Straight Strops 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUO8, ATUD8-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTSZ, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7.118" to 3U'. 3 SP316-2. BPI/2, BPI/2-3: BP5/8-2, BP5/8-3, BP314, BP314-3, SPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ20RZ. LSW28112, LSSJ28RZ, LSSJ2IOLZ, LSW210RZ Field Adjustable Jack Hanger 26 NCA2xl O.12, NCA2x12-12, NCA2a(6-16, NCA2x10.16, NCA202.18 Bridging 2 DGBF series hangers Top flange hangers available In widths ranging from 3-518" to 7- 4 CNW318, CNW112, CNWS/8. CNW3/4, CNW5r8-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2,58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skeymble Hanger 27 RCW1312, RCW814 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUDS5, CTUDW, CTUD75, CTUD76, CTUO77, CTUD87, CTUD88, CTUD97, Coupling Take -lap Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1.1/7'to 3- CTUDOS, CTUD99 27 ML23Z, M1_24Z, ML26Z, ML287, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMHB Roof Tie -Down 30 SP1, SP2. SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTU036, RTUD4, RTUD4B, RTUO5.. RTUD6, RTU07, RTUDB Ratcheang Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPF18 Heavy Stud Plate Tie SIB" and heights ranging from 9.1/4" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU2e-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SW.5, SS3, SS4.5 Stud Shoe 5 E35. EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1/4" to S- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary pips 33 STU, ST12, ST18.. ST22, ST292, ST2122, 572115. ST2215, ST6215, ST8224, ST6236 Straight Straps 718" and heights ranging from 1 1"to 32-IrZ' 10 URS3 318" Uplift Rod Run Tiadown System 32 RST-3 Roof Tie -Down 34 TB20, T827, TB30, TB36, TB42, TB48, TB54, TB56, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in wndthe ranging from 3.5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-1/4" to 37' 12 URS6 WS" Uplift Rod Run Tic own System 34 STC, STCT, DTC HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, WB108C, WB120, WB12eC, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffen or Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3.114" to 7- 118" and heights ranging from 11" to 37'. FL11110441-Rd FLif10531-R5 9 HB sores hangers Top flange hangers available in widths ranging from 1-9118" to 7- FLM10447-R5 1/2" and heights ranging from 8" to 30" JW Product Model. Number or Name Product Description All" Product Modal. Number or Nama Product D arlotlon 10 HGLS sense hangars Saddle hangers available in widths ranging from 5.114" to 5.716' 1 OTT2 Hold-down Sea # Product Modal. Number or Name Product Deserfotlon 1 CBH2.37x5.5, CBH2,370.63, CBH2.37xg.75 Concealed hangers and heights ranging from 10.112'to 26". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT sari" hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HOGS, HHD011, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSOS3, DSC5RSDS3, DSCSLSDS3 Drag Strut Connectors available in widths ranging from I.9/18" to 3-9/18" and heights 7/8" and heights ranging from 7-1/7'to 37' 4 HOU2, HDU4, HDU5, HOU8, HOU11; HDU14 Holed -down 3 GBC Gable Brace Connector ranging from 9.118" to 23-15110". 12 HGLTV serves hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5,50-SDS, HGU5.62SDS, HGU7.0()-SOS, HGUZ25- Face -mount hangers 1/8" and heights ranging from 14" to 3W a LSTHDS, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1 81, HHRC44, HHRC5.2513.25, HHRC5.3713.1Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-WlV'to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS aeries hangers Face -mount hangers available in widths ranging from 1-518` to 7- 9118" and heights ranging from 18" to 26" 8 MPA132, MPAI44 Strap -style purlin anchor a HRC1.81, HRO22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28. PA35, PA51, PA08 Strap -style purlin anchor 7 LRU26. LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU525SDS, HHGU5S0-SDS. HHGU5 82SDS, HHGU7 00-SDS, HHGU7 25-SDS, Face -mount hangers 3.9116' and heights ranging from 5.3/8" to 13.1/8" 10 PAI18. PAI23, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/18 c, 5- 11 STHD10, STHD10RJ StrWiftyle hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10. Face -mount hangers 1/2" and heights ranging from 3-7118" to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 1D TC24 TC261 TC28 Truss Clip HHUS7.26/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2; THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-91le". THAC422, THA426, THA422-2, THA426-2 118" to 6.1/8" and heights ranging from 4-314" to 16.314". 18 HWP sari" hangers Top flange hangers available in wdtha ranging from 1-9/18" to 7- 12 THAN 81122, THAl2.06122, THAI2.1122, THAI222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Saad for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.318" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- N 14 THJA26, LTHJA28, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU20-2, HTU28.2, HTU210.2 Face -mount hangers 1&' and heights ranging from 5.3/8" to 37', e� e _ = 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/18" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1.9118" tD 3 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718" to 19.114'. Concealed flange 5/8" and heights ranging from 9-118" to 16' 00 u 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all model have width equal to or n9 19 JB series hangers Top flange hangers available In width of 1-9/19" and heights 16 VrCR Valley Truss Clip greaterthan2-9/16" ranging from 5.T8"to7.114". 10 HUCQ1,61/9-SOS, HUCQ1,81/11 SDS, HUCO21D-2SDS, HUCO210-3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9118" and heights SDS, HUCQ410SDS, HUC0412-SDS, HUCQ5.2519SOS, HUC05.25/11-SDS, HU00810. ranging from 9-3/1 &'to 13-118" SDS, HUCQ812-SDS v� c� o V O Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3VA20 Simpson Strong -Tie 2020 FBC Approved Products Updated iZ'J(M20 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12r-4YD20 ® Simpson Strong -Tie 2020 FBC Approved Products Updated IZ1,W2020 For direct Inks to all SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals 15ted below, CLICK HERE For direct Inks to all SST approvals Ned below. CLICK HERE Fcradditional infamabon regarding Florida's Statewide Product Approval System and Main -Dade County Notice of Acceptance (NOA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance (NOA), COCK HERE. For additional information regarding Florida's Statewide Product Approval System and Mani -Dads County Notice cf Acceptance INCA). fiW HERE, 1 For addtonal Information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance INCA), CLICK HERE 21 LB series hangers Top flange hangers available in width of 1-9/18" and heights FL#114WRO 18 SILBV1.58. S1LBV1.81, SILBV2.06, S/LBV2.37, SILBV2.56, S&BV2.e8, SILBV3.12, Top Flange Joist Hangars 5 SET-XP Adhesive Anchor for concrete ranging from 6-318" to 15-1/8". SILBV3.58, SILBV3.62_ SILBV4.06, S48V4 12, VLBV4.28, S/LBV4.75, S/LBVS.60 6 Strong -Bolt 2 (STB2, STB2.4SS,'STB2.88S) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea 7k Product Model. Number or Name Product Description 19 SILTT20, SDTT22, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9.3116" tD 13-118" 1 HHUS210.3, HHUS2104 Joist Hanger 20 SIMST60, S/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Then HO Heavy Duty ScrewAnchorfof concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3.1/4" to 6- 2 HRS6, HRS8, HRS12 Step Ties 21 SP4, SP6 Stud Plata Ties available with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33.1/2', 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Shed Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5. MEG7 series hangers Top flange hangers available In widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3. THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-117' 5 THG02-SDS3, THGQ3-SDS4 5, THGOH2SDS3; THGOH3-SDS4.5, THGOH4-SDSt3 Joist Hanger 24 T13D22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Titan HO Threaded Rod Coupler for concrete 25 MIT sense hangers Top flange hangers available in welthe ranging from 1016" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3.318" to 7-V8" FL.#11473-R5 FL#13904-RS 27 RR Ridge rafter connector 28 VJP sires hangers Top flange hangers available in widths ranging from 1.O/I8" to 7- ` Product Model. Number or Name Product Dtascriotion atS>Z� Product Modal. Number or Nama Product Deeeriotion FLiN6230 R8 1/8" and heights ranging 9-1/4'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQW0 82-SOSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.E2-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 82SDSG, CCTQM5.50-SOSG, CCCON13.62SDSG, CCCOM4.62-SDSG, AW Product Model. Number or Name Product Descriotian 3 HIS, HISS, H18-2. H16.2S Hurricane Tie CCCQM5.50•SDSG 1 AT.XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FLM10B60-R3 4 HEfAl2, HETA16, HET A20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4KT, ECCLQM4.62G•KT, ECCLCIM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETALIB, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5.500-KT, ECCLROM03.62G-KT, ECCLROMD4.e2G- 3 SET-XP SET-XPHigh-Strength Epoxy Adhesivefor masonryJW ♦J Product Model. Num tier or Nama Product Dascriotian 6 HGAM10, HMO Masonry retrofit connections rs KT, ECCLRQMD5.500-KT 4 Strong -Bart 2 (STB2) Strong -Bch 2 Wedge Anchor for masonry 1 ABA44. ABA44R, ABA46, ABA46R, ABA66, ABA86R Adjustable Post Base 7 HHETA16: HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGU W,25, HGUM9.rOO Heavy Masonry Hangers 5 6 Titen 2 (TTN2) Titan HD THD-H6SS, THD-CSBSS) Titen 2 Screw Anchor for Concrete Then HD Heavy Screw Anchor for concrete available in 304 2 ABU44, ABU44R, ABU46, ABU46R, ASU5.5, ABU5.6, ABU65. ABU66, ABU86R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28-2, LGUM28.3, LGUM28.4. LGUW10.2, Masonry Beam Hangers (fHD•H4SS, -Duty ABUSER, ABU1010: ABU1010R, ABUI212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM210-4, LGUM46, LGUM48: LGUM410 or 316 stainless steetwith hex head, and 316 stainless steel with 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABWWZ. ABWBBRZ, ABW7-7 Adjustable Post Base 10 11 META16, META18. META20, META24. META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MSHA3.12111.25, MBHA3.5W 25, MBHA3.5619.25, MSHA3.56/11.25, MBHA3.56114, MBHA3.5SJ16, MBHA3.58/18a MBHA5.5017.25, Masonry Top Flange Beam Hangers countersunk head. Titan Turbo Screw Anchor for /� vJ 4 AC4, A04R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAWO, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA358/11.88, 7 Titan Turbo (TNT) concrete or masonry 5 BC4, BC46, BC4R, BCB, BC6R, BCB, BCS2-24 BCS2-3/e Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5 50/11 25, MBHA5.50/11 88., MBHA5 50/14, MBHA5.50I18, 8 C844, CB46, CB484 C988, C808 Embedded Column Base MSHA5.50/18 7 CBSQ44-SDS2, CBSQ46-SOS2, CBSQ68-SDS2. CBS086-SOS2, CBS088-SOS2 Embedded Column Base 6 MBHU3.6619.25, MSHU3,56/11.25, MBHU3.56/1 1 .88, MBHU3.56114. MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column cape with W1 ranging from 3-114" to 9.1t2" and FLOI f496-R5 MBHU3.56/18, MSHU5.5019.25, MBHU6 50111 25, MBHU5.50111,88, MBHU5.50/14, CIO W2 ranging from 3.5/8" to 7-1)2" MBHU5 50110, MBHU5.50/18 AMI Product Model. Number or Name Product Description O 9 CCQS1)82.5, ECCB-SOW.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.1/7' and ANA Product Modal. Number ar Neme Product Description 1 X3481018-SK, X1SI Dle, X1 S1 018-4K, X01 S1016, XQ1 1310184K 010-18 Strong -Drive X Metal Se1FDrilling, Tapping Screws with #3 L� W2 ranging from 3518" to 7.1/2" 1 DTT1 Z Deck Tension Tie Drill Point 10 CPT44Z, CPTe6Z, CPT88Z Concealed Poet Tie Base 2 HD12; HD19 Bolted Holdowns FL11113975-RS 2 XL0114T1224, XLQ1 14BI 224.2K #12.24 Strong -Drive XL Large -Head Metal SO -Drilling. Tapping ^ 11 EPB44A, EP844, EPB46, EPBee Embedded Post Base 3 1-103B, HD5B, HD7B, HD9B Bolted Holdowns Tension Ties SW Product Model. Number or Name Product Deeoriotion 3 XM011461224. XMQ1 14BI 224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Salf-Drilling, 0 12 13 EPS47 LCB44. LCBe6 Embedded Post Base Embedded Column Base 4 6 HTT4, HTT5, HITS-3/4 LTTi9, LTT20B, LTT131 Light Tension Ties 1 SOW22300, SDW22338, SDW22438, SDW22458. SDW22500, SOW22600, SOW22838, Strang -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #6 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22834 4 X0114511224, XQ114B1224.2.5K, X114Sl224, XQ112S1224, XQ112BI224-2K #12-24 Strong -Drive X Metal SOP -Drilling, Topping Screws with 06 Point _ 15 MPB44Z, MPBWZ, MPB88Z Moment Post Base 2 SDIMCIUW: SDWC15SO0 Strong -Drive SDWC TRUSS Screw SDWH TIMBER-HEXScrew 5 XU34S1016, XU34610165K Drill #10-16 Strong -Dove XU Metal Self -Drilling, Tapping Screws with 16 P1344, P844R, PB46, PB66, P866R Embedded Post Base FLM13628 R5 3 SDWH19300DR SDWHI04000B; SOWH1O000DB, SDWH19800DB, SDWH101000DB Strong -Drive 17 PBS44A, PBS46. PBSa6 Embedded Post Base 4 SDWH274000, SOWH2760DG, SDWH27800G, SOVII-12710000, SDWH27120OG Strong-DrNe SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6. PBV10 Round Post Bass ham Product Model. Number or Name Product Description 5 SDWS1e212, SDWS16300, SDWS16312, SDWSI0400 Strong -Drive SDWS FRAMING Screw O 19 PC44-18. PC46-10, PC48.15. PC64-18, PCOB-16. EPC44-18. EPG48-15, EPC48-18, Post Cap 1 SB518x24, SB7/8x24, SBlx30 SS Anchor Soft a SDWS19800, SDWS19712, SDVvS22400,SDWrS225O0.SOWS22512, SOWS22000 Strong -Drive SOWS TIMBER Screw(Intenof Grade) � EPC64-16, EPCOO-10 2 SSTB16, SSTB20, SSTB24. SSTB28, SSTB34, SSTB36. SSTB1 BL, SST820L, SSTS24L, SSTS28L SSTS Anchor Bops 7 SDWS22800, SDWS22900, SDWS221000, SOWS221100, SDWS221200; SDWS221500 SDWS22300138, SDWS2240008, SDWS22500D8, SOWS228000B, SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) FL#W320-RO 20 PC4Z. PC4RZ, PCSZ, PCSRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC67, EP08RZ-_ EPC8Z. EPC8RZ Post Cap SDWS2210000B JMg Product Model. Number or Name Product Deecdction 21 PPB44-4Z PPB44-OZ Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCB48, OSSC848, OSHS Bypass Framing Drift Strut Connector v'^� 22 RPBZ Retrofit Post Base FL#13672-R4 9 SDWS2730OSS, SDWS27400SS, SDWS27500SS, SDWS2760OSS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FC647.5, FCB49,5, FCB411.5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SDWS27120OSS 3 FPHSD34S1016, "S034B1018, FPHSD3481018-5K; FPHS034S1214, #10.18 and #12-14 Strong -Drive FPHSO Framing4o.CFS Seff- Sea IN Product Model. Ntim bar or Nam* Product Deeeriptlon ID SDWV13400 Strong -Drive onSDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B1214.5K Drilling, Tapping Screws ICU F1.11110866-Rat 1 CMST12, CMST14, CMSTCI6, CS14, CS116, CSIB, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Hood Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC425, SFC8.25 Stsel Framing Connector � M 2 HRS6, HRSB; HRS12, FHA6, FHA9, FHAl2, FHAI8. FHA24. FHA30, MST128, MST136, Straps 97 mil (12 ga) 6 LSSC4.25, LSSC6.25, SSC226, SSC4.25, SSC6.25, MSSC2.26, MSSC4,25, MSSC6 25, Steel Stud Connectors gee M Product Model. Num bar or Name Product Description MSTI48a MST160, MSTI72, S1MST27, SIMST37, SIMST48 MSSC4.25KW, MSSC6 26KW Connector I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twat Straps FL 11530-R3 6 RCKW3, RCKWS.5, RCKW/.5. RCKW3S; RCKW6.5S Rigid Knee Well 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SC547.5, SCB49.5, SCS411.5, MSCS45.5, MSC847 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01-148-8, GH48-8, OH41 M. GH410-8, GH66.0, GH86-8, GH68-6, GHSS- Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21 a LSTA24, ST292, ST2122. ST2115, ST2215 Strapa 33 mil (20 gat) 5b aX Product Model. Number or Name Product Derscrlotlon 8 SCS32-5197, SCS82.5/97, SCS62.5/115, SCS82-51118 Bypass Framing Connector / S. GH610-6, GH6113-8 8 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18. AS 1855, AS 18S6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Side -Clip Connector r 4 GLBSA, GLB5B, GLB8C, GLBSD. GLB7A, GL87B. GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJCIO.25 Steel Joist Connectors L� 5 GLBT512, GBLT812, GLBT518, GBLT616, GLST520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 Us. Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector O ICU 6 HGLBA, HOLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTAX ST0215, ST6224. STU, ST12, ST18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (18 gat) 4 ASHP Hinge Plate Connector 12 XLSH34Bl414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws UJ 7 HGT-2, HOT-3, HGT-4 Heavy Girder Tiedown 10 MSTC8S. MSTC78. ST8238 Straps 68 mil (14 gat) 8 UFP1"DS3 Universal Foundation Plate 11 MTS12, MT918, MTS18. MTS20. MTS30, MTS24C, MT630C Medium Twist Straps 13 X01S1018, XQ1B1016.4K, XQ1S1214, XQ181214-3.5K, X078SI224, X07881224.3K, #10-18; #12-14 and 012.24 Strong- Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundaton Plate 12 Sf81.56, SIB1.81, SM.Oe, SB2.37, SJB2.56, Slit Zft SIB3.12, S1B3.56, S/B3.62, S/B4.06, Top Flange Joist Hangers FLM16730-R4 XQ114SI224, X011481224-2 5K, XQI 12SI224, X01 1 2B1 224-2K, )(3481016.5K X1S10I8, X1B101&4K, X1S1214, X1BI214.3 5K Tapping Screws Q �% SIB4.12, SfB4.28, S/B4.75, S135.50 Z 13 S/BA2.1218, S18A2.12/10, SMA2.12I12, SJBA2.12/14, S/BA4,18/8, SIBA4.18/10, Top Flange Joist Hangers $!9 Product Model. Number or Name Product Description J SIBA4.18J12, SlBA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDP$, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIHOBS, S(HO88, S/HD1OS, SIHOIOB, VHD15S, WHDiSB Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners: threaded studs, and assemblies 16 SIHDU4, "DUO. S/HDU9, S1HDU11 Holdowns PDPAWL•MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 a 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6 2023 PA 10 N cn Q (D .«.. V O _0 C C CU 'C .� U � � c � tt3 cD C o o C C: O LL .� 'a O O 0„ � C -10— This tZ H.n._t,nQ \� N C= N n ao O � - 'Q - ;.y .... R: .J ni .17 N Cl C E r0 � O- ci C7 L� z �_ M O L O Q U i cc V m o L w� L W Z z Z Q J a SHEET NO. PA 1 A MIAMNCiW1DE 1�4LlI•DADE coUxlY PGT Industries, Inc. PGT Lttlustrits, Inc. � PRODL'CT�C;a�aTItOL SECTION PGT LldtlStz ieS. Inc, 11905 saT*a street, aioaan zoo NOTICE OF ACCEPTANCE EVIDENCE S[�Bhtill'TED NOTICT'. OF ACCEPT ANCE: EVIDENCE S[TBbflTTED flEP"AR'rE•�NTOFy.EGiTLATQEtYAI�t"DECO?1TO1nrIC RESOURCES(RE&} �luaak, l?]oride 33175-2474 B0.4RDAND C�EADMIIwi1STRATIO!YDIVLSI(i!�i Y(78�3I5-2s90 r , , GIs-2s" NQ?ICEOFr1C:C'EPTAE"1'CE:E��EiitiCESiTB]i1TTED NOTICE OF ACCEPT A:`1+CE (`TOA) ,ra,t.�i..itsdajww+ec�saatai 1. Evidence submitted under previousNI-0-4 D. ASSI?RAl'tiICE QUALITY A. DRA�'LtiGS B. TESTS (continued) Miami Dade Department of Regulatory and Economic Resources (RER)_ FGTIndhtstr•ics, Inc. 1070 Technoio� Drive, 1 _ Maraufacturefs die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 North Venice, FL 34275 {Srrhaerirted under A'U.a A'a 11-011i? t2l) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E. M�1TER TA1'. CERTIFICATIONS SCOPE: ?. Drawing No. �-'�470.0, titled `-Vinyl Sliding Glass Door NOA (I-�'�, sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No.1.r�-,Og28.14 issued to Vision Extrusion Limited for their This NOA is being issued usurer the applicable rules and regulations goti°em�;ag the use ofcons�rioamutrrials. The thraugil 21 of 21, prL�gared by manuf;rturer, dated 1U�+05fi 5, with revision A dated 4) Large Missile Impact Teri per FBC. TAS 201-94 ' t1'ltire Rigid PVC Exterior Extrusions for V�3rtdaws and Doors''. aorta 08r13?'15. documentation, submitted has been reviewed and accepted by Miami -Dade CoutstyrRfiR -Product Control Section to 04+'05f 17, signed and sealed by A. Lynn Miller- P.E. 5} Cyclic 'Pirmd Pressure Loading per FBC, TAS 203-94 expiring on 09�r'34,+19. be used m Pvhas>d Dade County and other areas where allowed try the Authority iias�•ing 7iaris�diction (AIM. G) Fost:ed Entry Test. per FBC, TAS 20'?-94 ?. Notice of Acceptance No. Tti-0�920,0$ issued to Vision Extrusion Limited for their '`4'E NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Sect B. TESTS along v�•Ith ned�zp drawings and installation diagrauu Of vinyl Sliding glass door. prepared TOOt1 ?an 202 and lighter Shades (lti''on �'i�hitP) Rigid PVC Exterior Extrusions for (In Miami Dade County) aad/orthe AM (m arras a�ec BlsaMiarni Dade County) reserve the right to have this 1. Test repast on 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 by Fellestratian resting. Lab, Inc., Test Report No. FTL $549, dared 11;'06.125, signed and R'iIIdot;•s and Doolx", dated 12!{iS+'l6, expiring on 12�+291�' 1_ product or madbesiat tested for qualitya�uranceputgosts. I.fthis product orinaterialfails to pelfatmia the accepted 2) Large Fissile Impact Test per FBC, TAS 201,44 sealed by Idalnnis Ortega, P. E. {Test report revised on 1'?�?15 and 02�11t16} 3. Notice of Acceptance No. I'_t-0528,15 issued to Vision Extrusion Limited for their manner, theniaamifacfitter will incur the expmse of such testing and the AIi7tnsy immediacelyre�*ale, modify, or 3) Cynic Wind Pressure Loading per FBC, TAS 203-94 6. Test report on 1) Air Infihration Test, per FBC', TAS 202-p4 Brown Coated (Painted or Laminated) T4'hite Rigid PVC Exterior Extrusions for suspend �e use of such duet or martial within their wisdiction. RER resetz es the ri�it to revoke this � �� marked -up swings and installation diagram of vinsliding yl glass door, prepared 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 r T;'rndaws and Doors". dated 08.13fI5, expiring on 09i30114. acceptance. if it i5 deterauae�d b •M�ami-L�de County Prodder Coate Section that his t orarazerial fails to �' y �� 7 � by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dared i..�'07.15, signed and � 3) Water Resistance Test, per FBC, TAS �02A4. 4_ Notice of Acceptance No_ lti-0712,02 issued to ENERGI Fenestration Solutions USA, meet the requirements of the applicable building code_ This product is approved as described herein and has been designed to comply with the Florida Building Code, sealed by Idallans Ortega. P_ E_ (rest report re4'ised on 011151l6 and 02174116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc.. for then' "T A"�134a0 and Lightner' Shades (Non -White) Rigid PVC Exterior including the High Velocity Hwricaae Zore. 2_ Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5} Cyclic Wind Pressure Loading per FBC, TAS 203-9�1 Extrusions for Windows and Doors" dated 04115116_ expiring an t]2,70434l21. u DESCRIPTION: Series 5{'fi3!I 770 Vinyl Sliding Glass Door (Reinforced) �•hs-o 900 & I3��° car•aers-L 1�ti. 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 along with marioed-u drawings and instaliatiocl diagram" of vinyl s lass door, P w�Fs ham$ $ prepared 5. Notice of Acceptance No.16-0712.0-1 issued to ENERGI Fenestration Solutions USA, "Bronze APPRO� :�I. DQCL?14�T: Drawing No. �►'@-5=711.l1 Re�-B, titled "Vinyl Sliding Glass Doan NOA{i.M)''_ sbier� 3) Water Resistance Test, per FBC, TAS 202-94_ by Fenestration Testing Lab, Inc.. Test Report No. FTL 8552, dated 12'041i 5, signed and Inc_ for their and Lighter Shades of Cap Coated Rigid PVC Exterior � a � � t through i of 1, prepared bymaraifscturer, dared l 4,'05I15 and last revised on 02�1Il..1. signed and sealed by �1) Large Missile Impart Test per FBC, TAS ?019�4 sealed by ld.�tlus Ortega, P.E. (Test report revised on 02+"1;r2026) Eztr•usions for Windows and Doors" dated �'`15116, expiring on t?4i 16r'20. .. .. 5} Cyclic �°lad Pressure Loading per FBC, TAS 303-9�4 7. Test repast can 1) Uniform Static Air Pressuut�e Test:. per FBC, TAS 202-44 6. Notice of Acceptance No.16-0"7I2.03 issued to ENERGI Fenestration Solutions USA, A. Lynn Miller, PE.. bearing the 14iia:ui-Dade CouatyP°roduct Control Reti�ision stamp with the Notice of 6) Forced Entry Test., per FBC, TAS 202-9+1 2) Large Missile Impart Test per FBC, TAS 201-94 Inc. for their ' �llite Rigid PVC Exterior Extl-asions for Windows and Doors"' dated Acceptance nun>laerand expiration date by the Miami I?ade County Product Control Seen. along with maliced up drawings and installation diagram of vinyl siidiitg grilse door, prepared r � - 3) Cyclic Wind P'ressur�e Loading per FBC. TAS ..03-94 , Ofi.'li],�'17, expiring on 02r28l18. 1�iIs.S1I.E L�iPAe'I' RATi\'G: Large and Smith biissi]ie Impact Resistant by Fenestration Testing Lab, Inc., Test Report Na FTL $S�lb, dated 11,'0�6•+15_ signed and along with n>a�ed-up drawings and installation diagtanl of vinyl sliding glass Boar. prepared 7- Test reports No(s). 10-002-792(A), 10-06-PV105? 7, 535753-09. per AS�T1�iE-84. I'`�ad014' � 1 _ See table 1 (sheet 7� and table _ (sheet � applicable SGD unit sizes. design pressures, reiaforcetnenfsrypes. sealed by Idalnlis (?mega P_ E. {Test report revised on O1(C>4fr16 and 02,11,�?flI6) by Fenestration Testing Lab. Inc.. Test Report Na. FTL 6638 (samples A-i thnr A=?2), dated AST% 1929 and AS'II�+ID-635. issued by EXOVA to Vision Extrusion for cellulosic far grass types, sill riser (see ambles B-1 & B-...sheets 7-$) and anchor layout sheets requirements in I l thtu l ti_ 3. Tent report gal 1) Air Infiltration Test, per FBC, TAS 202-94 11 19,110, signed and sealed by Jorge A. Canso. F. E_ (Subrrtir�ed under 1�'O.4 : �'0.11- composite material 2. Rigid White PVC, Tan (Non-white)Rigid PVC and Brown coated. (Painted or laminated)white Rigid PVC to be ? Uniform Static Static Air Pressure Test, FBC, TAS 202-94 ) � (iltfi7.0�1J (SuDmmed reviler :�'D_� �'0.11-0'10%!�1) labeled per rti'brenotdNt3A'sregi»remeaas. 3) Water Resistance Test. per FBC, TAS 202-� 8 Test report on 1) Air Infiltration Test, per FBC. TAS ?fl2-g4 8_ Notice ofAcceptauce No. l.l-09I6.11 issued to Ktuaray America.. Inc. for their 3. Egress aperabledaors must comply with min clear width or height per FBC requirement as applicable_ 4) Large Missile Impact Test per FBC. TAS 201-94 ?) Uniform Static Air Pressure Test, per FBC. TAS 202-94 "Sen.tr•�-Giast (Clear and'p►'hitt!) Interla�-er". expiring on 07;C14.i 18. 4. Pocket walls under separate approval, to be rec�iewe�d by Budding official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-� 3) 'Water Resistance Test, pea FBC, TAS 202-94. 9. Notice ofAcceptance Na.16-1117,01 issued to Kuraray America, Inc. for their L ABELL"�G: Eachunit shall bear a pextnaxtent label with the marutfacn�r�er's name or logo. city. state and series artd 6} Forced Entry Test, per FBC, TAS 202-94 4} Large Missile Impact Test per FBC, TAS ?O 1-94 "?ra�siiol�• L� Ih'aciear, Clear and Color PCB Interla�•ers", expiring on 07.r0$�'19. following statemetid; "Mia,ni-DasSe County Product Conorcrl .�.ppt-orred"', noted herein. along with marked�lp drawings and in.�tion diagram of vinyl sliding glass door. prepared 5) Cyclic V4'irld Pressure Loadingper FBC, TAS 203-94 R�•E�i .�I. of this NOA shall be consideredafter a rtneuali application has hem fibed curl theta has. beenno by Fenestration Testing Lab, Inc.., Test Repoli No- FTL $547. dated 12+1k3�4+' l5, signed and 6) Forced. Entry Test, per FB C, TAS 202-94 F. ST A?EMEh�':S change in the applicable code negatively affec ' the ormanceofthis product itpplic ding � P� p sealed by Idalmis Ortega, P. E. (Test report revised on OZl15l16) aloe with marked drawings and installation din of i slid` door. g -up diagram �y � glass �d 1. Statexoent better of conformance with FBC-Su'Editaian (201�!) and FBC-6�Ediiion TEI�',IdL1 ATIUN of this NOA will occur giber the expiraatieri date or if tlsert has been a rttiisiau or change is the report 4. Test on 1 } Air Infiltration Test. per FBC. TAS 20244 by Fenestration Testing Lab, Inc_ Test Report I'+To_ FTL 6337 (samples A-1 thru A-5), dated (2017}�. issued by manufacturer, dated 0$114;'17, signed 1'� sealed by Lvml Miller. P.E_ materials. use. ancl'or matifactutte ofthe product or process. Misuse ofthis NOA as anendorsemtat of airy product, 2) Uniform Static Air Pressure Test_ per FBC_ TAS 202 9� 12rCi6r'10, signed and sealed by Jorge. A_ Catlso. P. E. (SrrbmrttPd urrde*r:'1�0_4 ?1'0.11- �?. Statement letter of no financial interest, dated 04118,E 17. issued by manufacturer, signed for sales. adv�estising or any other-puiposes shall automtubc allyterminate this NOA. Failure to compiywith arty- 3)Water Resistance Test, per FBC, TAS 202-94 0107.09) &sealed by Lynn Miller: P.E_ section of this NOA shall be cease for termination and restsoti•af at`NOA. 4) Large' mile Im¢�Ct Test per FBC.. TAS 2019$ 3_ Letter of lab compliance, part of the above test reports. ADT��RTISE-ME.�T: The NOAnumber prxededby the words Miami -Dade Coudy: Florida, and followed by the 5} Cyridr Wind Pressure Loading per FBC, TAS ?03-9�4 C. CA LC'L?LATIONS 4. RER Test Proposal No. 17-0387, dated 05;'05l17, signed by Ishaq f,;hazlda P.E. expiration date maybe displayed inadvwtisinglita�s'tu�re. IfaaypostionoftheNOAisdisplayed. tiseaitshall be 6)FvrcedEntry Test, per FBC,T.AS202-94 1 _ Anchor verification calculations and structural analysis, complying with FBC-2014, done is its entirety, along with marked -up drawings and installation diagram of vinyl sliding .glass door: prepared prepared by PGT, dated 12l04,`I Sand last rp^vised on 024 5,'18: signed and sealed by G. OTHER L'� SPECTIt]N: A co of this entire NOAshall. bt rotded to the user b �e maaufttctuoer outs distributors and copy p y by Fenestration Testing Lab: Inc., Test Report No. FTL 83�1, dated 12+'04 i15, signed and , Anshan} L. Milber, P.E. {Srebrrrifiled rrrrder:�'Q_� ��`o. lS 1110.t13). l _ Notice of Acceptance Nv.13-LIO.OL issued to PGT Industries, for their Series shall be available Scrr inspection at the Job site at the rust of the Building Official. by ego, P.E. (Test report revised cam O1,f14:`16 and 021I If 16). sealed Idalnans Ortega, 2. Gluing complies with ASTME-1300-09_ "557012'770" Vinyl Sliding Glass Door (Reinforced) — L.3S.i.", expiring on 0�4:•�14,"?' 1. This NOA revises & re®easVO A#:4-Qt'_9.05 and consists oftltispage 1 and e4�idencepeges E-1. E-?. E-3. E-�t. E-5 & E-6 as well as approval document mentioned abase_ lshaq L Chaada, P.E.. Ishaq L Chauaa, P.E. isLaq 7, C"jmsda, Pam. MIAMFQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Sef'a'ner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ". sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P. E., dated March 24, 2003, last revision 41 dated April 28, 2003 both through 3 0 �3, prepared b Craig Parrino, P. dated March 24, 2003, last drawings signed and sealed b Craig Parrino, P. g f p p y g prepared, signed and sealed by Craig Parrino, P.E., on 08/19/14. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control g y g revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS ��J) B. TESTS March 22, 2012. 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 ASTM E-52 9- 94, prepared B. TESTS Section In Miami Dade County) and/or the AHJ m areas other than Miami Dade County)reserve the right to have b Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. C. CALCULATIONS � �') � y pp p � 1. Calculationsfor Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building Cade. Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 es, prepared b Craig 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the Hi Velocity Hurricane f Peg p p y g E. MATERIAL CERTIFICATIONS P PP gn P Y High tY Parrino, P.E., signed and sealed by Craig Parrino, P.F.. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled B. TESTS 1None"Cast-Crete 4 ", 6" & 12 " lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by . . 1. None. County logo. Craig Parrino, P.E., dated Mich 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. 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 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florid and followed b 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS P Y tY, a, Y D. QUALITY ASSURANCE 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08,108117, 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 dL �Jl A E-5 as well as approval document mentioned above. ---�3 The submitted documentation was reviewed b Helm A. Maker P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Maker, P.E., M.S. �elmy A. Maker, P.E., M.S. Y Y Pro uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor rpaMH • , p NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 67 !t N' Ex iration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 G8)Zpp Approval Date: 08/20/2020 Approval Date: 08/20/2020 1 /o /�Za Approval Date: 08/20/2020 Approval ate: Pagel E-1 E-2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6"& 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Article of Conversion for a name change. G>Heimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Helray A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 0&70/2020 E-5 -«-• N CU s 0 Ca. O O t` .C" CU -0- -0 Q- C 0 � 0 tTf N O 2 tZ OCU O a)C - 0 Cis U_ 0 E a)Q CU O CU "O 1l z z W J C 0 d a > ,., o O a= cr,1��: a� o L^` W Z i CU 0 Q CD N Ca 00 Q a. CU W Z J Z Q J a March 6, 2023 SHEET NO. PA 1.5 /T11 thto0UCEKV..AAI..11ATEo�P!ln, 1Vn. 2041'7"TR.al 2 EHOIDITCT LVA1.VA•fjMJ2j2tt'LIMo.2A42U l 3 1a. EG© INC_ s. TILLIT TESTING A ENGINEERING COMPANY ZZ-118T REPORTS: IL MATERIAL CHARACTERISTICS ANO SPECIFICATIONS: __ .._.— _ wATTTiR A. '►'rt.ur„►R•, P.B• falhcoig)Bol.cem Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on FL P.B. LMelw 1P. M 14T 201, 203 as r section 1626 of the Florida BuildingCode. Uniform static Toads pe sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PL CALJwme W,. Wn671Y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911611996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20•/176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No 7. LIMITATIONS AND CONDITJQF USE: REPORT NO.: 20-0728.01 0219.01-09. dated March 4, 2009. signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009. on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru I5, Indicated on sheet 21 of 26 of Product Evaluation Document (P,E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate. P.E. prepared by Tllteco, Inc. and signed and sealed by Water A. Tillit, Jr., P.E. PRODUCT SUBCATEGORY: Storm Panels Z•A..STRUCTURAL ENGINEERING C L¢ CULAnQM 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs, design wind load and panel MANUFACTURER: aldial Prollseflon length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and ProlduGULL= 4WD S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. Davie, Flo6da33314 dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E. I. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE-. Product Evaluation Report prepared by Water A. Tillie, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Welter A. Ti1111% Jr„ P.E. (System Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719), ID # 190(1) to the Global Protection Products, LLC, Rule Chapter No. 1NR/EN„t 01020.3, Method 1 D of the Florida Department of Business and 4 WIND LOADS RESISTANCE A"'Olt N. T/40. PI•Messlonal Regulation_ 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length snail boas Indicated on sheets $, 10, 14, 15, �e"''�6Q Q"!-` y�; VCENSF' •,� J ` This product is being Issued an Evaluation Report as described herein, and has been for in 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 441 fl7 ,-._� '-�' I verified compliance accordance with the 2020 Seventh Edition of the Florida BuildingCode, and to verify that the product la for the purpose Intended p 20.176. Maximum Anchor Spacing shall be as Indicated an sheets 8, 9, 10, 11, � TE�� StTA at least equivalent to that required by the Code. 14, T 5, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. �;ss� ��t V , ORIR � This Product Evaluation Report shall be subject to review and revision in Case of `,. SI S/ONAL ,ARC "INnnn",,I e Building Code change that may affect Its limitations and conditions 5. INSTALLATION; Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED • sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26. of Product Evaluation Document D'11Tr LTECD ADMON RECORDS 7 P. E. REPORT-201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1 PRODUCT EVALUATION DOQUMENT_(P.E.D.t: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL\ DRVM420.17E I REPORT 2D4MO1 Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drswirtg No, 20-176. sheets 1 thru 26 of 26 prepared by Titeco, Inc.; signed and sealed by Wetter A. Tillit, Jr., P.E.; dated 0712812020, This drawing Is an integral part Q� f�is Evaluation Report. %(aMI IN(IIII111 N A. T1(1/ �E'S A, I,�A� �9. _.' L�CENSF/r✓� — '_ rS��_��CENSF - 4 - -1', r, N0. 44167 ----� _ , . 49167 / STATE OF '� y10',-• A4OPIDP �4 Oc' '20Rin�: ,Wr<'``a oi,raE�e1••., '",R'LAr 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - P1wne: (305) 871-1530 . PILJ(ySTbS)>i l :,A FS''•••...••••N�aNE rya0,S /DNA,ki�ILAAA t"N ItIIIItU AeENEP L NlO M: 83) N CASE THAT PRECAST SIM. OR PRECAST CONGREIL PANELS, STUCCO GO WOW BOARDS BE FOUND ON THE cm. sell We am EXISTING WALL. ANCHORS SHALL BE LONG DHDFAH to REACH THE MAIN STRUICiJR rE BDIND SUCH PANELS. I STORM PANEL SHOWN ON T111$ PRODUCT EWLUATION DOCUYEM (RED) "A5 BEEN VERIFA.D FOR COMPLIANCE IN ANCHORAGE SWILL BE AS MENTIONED IN B.1) A-D IN 6.2). ACCORDANCE WPM THE 20a0 (7th LDTTON) OF THE nMM BUILDING CODE CC) 10-011UM& 11191D UM 3eMIC_215En1'. ;..r_06_16LJ DESIGN- 1/4'Y TAPCON ANCHORS, AS MANUFACTURED BY I, w BucDCJI, INC LOOP STALL 9ECTNIF 16200E THE LIL CODE. _ 114-10 PANCLMATE FEMALE 10 ANO PANELMAIT PLUS ANCHORS. AS MANUFACTURED BY LLCO CONSTRUCTION PRODUCTS WBY WINWINDD THEE RI OICPER FOR UI SHUTASOWTERS WM.1 BE NSMUM ( AND BE INSTALLED FOR A WOOD SPEED A6 ACOR Kd 01 THE JU ASCITtlON WHERE THESE NOT EXCEED AWOMIIM (AS.D) - 1/t6 TAG SCREWS. PER ND.S. Ke+6.tl ASCF 7-16 AND NOT DOSE A DRESSURE 10Ak11E - 7 I6•W r 5 R T Y POINT WOOD BUSHING. AS UKI Gill CO U All P01 STREW BOLT ! SPEC TY CO. I Q. t / /6• � IAL PA' *= I ON UN 14. I DESIGN PRCSSl6E. RA •GCS NIIDKAICD ON 1m5 7 fO9tU 2. 1I. 15 16 9 t U SI 7 IN ORDER TO VERR'Y THE ABOA COMOIrION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCF 7-16 C I) MIN"M THREADED PENETRATION INIO WOW CN TA'CON ANCHORS SHALL BE I 1/2• AND 2- FOR ELCO PN40JAATE PLUS SHALL BE FRET REDUCED TO AS.D DESIGN WINO LOADS UY MULTIPLYING THEM BY 06 IN ORDER 10 AND PAIAUMAEE FEMALE TO. COMPARE IHESE W/ MAX (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TNRU 17, 14, IS, 16, 19 A 20 r..2) MINWUM THREADED PENETRATION Or LAC 50". INTO THE WOW TRAIL UNP SHAL BE ` 1/7' NO THREADED H15 EO AS TESTED WERE NOT UVFTI S1 SST 33E CREASE L ABLE PENETRATION INTO STUCCO SHW. DF CONSIDERED AS PTO„ OF THE RE.IXEUNED THREADED PDK,'RA11ON. IN ORDER TO VERIFY THAT T P n STRESSED. A N, N AL OW AA:MM USED STRESS FOR NINQ LOADS WAS )y0j, USED IN THEIR ANALYSIS . FASTENERS SPACJN. TO WOAD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2018. C3) 101411 Y EDGE DISTAKE OF LAO SCREWS. INTO w0DO SHALL BE AS INDICATED IN THIS DRAWING STORY PANEL'S AGEOUACY FOR IMPACT AND WIND REEISTNKE HAS BEEN VCWXU IN ACCORDANCE WITH SECTION 1626 Of H T/2' R CO) HMNNIW PETI[TRAiION OF ,MOAN NOSHING SNV.L BE 5/B• 1/4' 20 SCREWS USED SAKI BE LONG MAVIVUV THE AM& MENTIONED CODE AS PER HURRICANE ISKINEERVIG a TESIR67 INC REPOPTS 96-569. 96-570 Al 96-TIRO AND FENESTRATION VESTING LAN INC.. REFORM 12032 A I2126 . AS PROTOCOLS TAS-201, TAS-207 AND TAS-205 SHOULD STUCCO EXIST. AND I' VRWUM FOR WALLS WITH NO STUI'CC TEST LAB OF SOVM FLORIDA:FLORIDARETHOR7 I0119.01 -09, AS PER TAS ZOt, TAS 207 AND ST AS WF13 AS STANDARDS, TAS 703 SFAMDAp05. C S) CASE T11A1 PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO ON WOOD BOARDS BE FOUND ON THE EXISTING 2 ALL ALUMTINM EXTRUSIONS TO BE e063-16 ALLOY AND TEMPOI. (UNLESS O1H(RM51 NOTED) SEE SHEET 2 L' ,ACTORS S14ALL LONG ENOUGH M (EACH THE YAM STRUCTURE BEHIND SUCH PAIRS ( ANCHORAG[ SIWl IE AS ME,NTIONCD IN C 1). C 2) t C Oj 1 ALL ALUMINUM SHEET METAL USED At CLOSURES SFW.1. HAVE )Id-H14 ALLOY, (0) ANCHORS SHµ: BE INSTALLED FOLLOWING AU. OF DIE RECOMMFftOAnOr,S AND SPECIFICATIONS Or ME ANCHOR'S MANUFACTURER A AL STEEL SHEET METAL PANELS SHALL HAW S,-RWURk DUALITY STEEL ASTW A-613 t:RADL 50 wWMUM. 0-60 6 PANELS WY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTAUATKN DETAILS %ADM ON SECTION 3 TNROUN-1 IC (SHEETS 4 GALVANIZED STEEL OESIGhAT)ON KIM- 56.0 Im (AMER ROLLED). IIHROIIGII 6) UCEP7 1W/ HEADERS CD At ® SHALL NOT BE I,SEO 5 ALL SCREWS TO K STAINLESS STEEL 304 OR 310 A19 SERIES 00 CORROSION RESISTANT COATED CARBON STEEL AS PER I It Slwl BE THE RESPONSUBRJTY OF THE OOFIIRAC'rOR 10 NWIF7 ME SOUNDNESS Of THE StRUpURE MERE SHRAIER l TD BIE CAN •OD016 ! 50 IM YTE1D STRENGTH AND 90 MFI TENSILE STRENGTH 6 SMIl COMPLY W/ FLORIDA BUMONK CDOC t ATTACHED TO INSURE PROPER ANCHORAGE THE SKJTKR SHALL Day RF ATTACHED TO CONCRETE. BLOCK OR WOW FMMC T A, . A sEL ION 7 7 ) W IIDNI."i, 6 BOLLS TO BE mrM M-307 GALVANIZED STEEL. OR A6' 304 SEARS S'IAWLSL STEEL. WITH 36 Kn WNItAN YIELD STRENGTH. 10 EACH REGULAR STORM PANEL r6111 LENGTHS CWR V-B THROUCAN 1['-4•, AS PER SECTIONS 0, a 9 A 10 ANC KTENMTOVES Bw, 7 ANCHORS To wALL SHALL K AS r0U.W, 9W At IOW ON SHEETS S 6 6 12 RESPECTMlY. SHALL HAVE A :EGNILE AND READILY VISIBLE MARXING 0451RUCIM OWNER OR TENANT TO SLCUK PANELS WITH APPLICABLE REINFORCEMENT OURMG PERIODS OF HURRICANE WARNING (A) t0-FdG.STW1r.Q1J=_S-ONOE n, IH THE INSTAUTION CONTRMlQR IS to SEAL/LAULF AIL SHUTTER [OMPONFNt EDGES TIMCN REMAIN IN L"O TNUOUS CONYAC, MTH - t/4'4 TAPCON ANCHORS AS MANUFACTURED BY it* BUILOO, INC (ANt1c-3192 PAT.) THE BUUNNG TO PREVENT RIND/RAM "m WN - 1/4. 4 , 7/B" CALK -IN ANCHORS, AS MANUFACTURED BY DEWKT OK (MIN. V -3W0 PA,.) - 1/4'. , 3/4' SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT R SPECIALTY CA 12 STORM PANEL IN51ALLAIJON SHALL COMPLY WY4 SPECS MOIfATE13 N IHIS DRAWING PLUS ANY BUILDING AND ZOAPIC REGULATIONS (wn. rE-30M PAN.,.) PROVIDED BY THE JURTSDICIION VMCWC PERun IS APPLIED TO - /14-TO PANEIAATE FEMALE ID A PANE WFE PANS ANCHORS. AS MANUFACTURED BY ELCO r,OMSTM.H: II PROpUCTS 1.1 (a) THIS PRODUCT EVKWiION DOCUMENT (P1 D.) PREPARED 9V THINS CN17NEER Is GENERIC AND DOES NOT PROAVE INFORMATION (MINFr-3350 P.O.n) TOP A SITE SPFFJEIC PROJECT. IW WHERE THE SITE CORM"ONS DEVIATE FROM THE. P.E,D - 1/4•e Cr TAP -kW ANCHORS. AS WNUFKtURED BY 'RU-FAST CORPORATION ('0.3600 P.OA.) (0) CONTRACTOR TO DE RESPONSIBLE FOR THE SELECTION. F•URCHAST AND INSTALIAOON INCLUDING LIFE SAFETY OF THIS PROEKKT A 1 MNIMUM EMBEDMENT OF 1APCON MCW..IRS INTO POURED CONCRL E SHAME BE 1 3/4•, 2- FOR PANELWIF FEMALE BASED ON THIS PE.D. PROVIDED HE/SHL DOES N1V FACT 0AlE FROM THE CONDITIONS DETAILED ON TT DOCUMENT 4' Epp CE TAR TAW ANCHORS. IO AM PNNtTMItE PLUS AND T 1/4- CONSTRUCTION SAFER AT VIT 16 THE CONTRACTORIS RESPONSIBu.ITY A7) CALK -IN A. SOUD-SE1 ANCHgNS SHALL BE EMBEDDED 1/6- INTO THE POURED CONCRETE NO EMKOWNI NTO TO THIS PRODUCT EVKLA710" DOCUMENT Will BE CONSIDERED IRV" IF MODIFIED STUCCO SHALL BE PERMITTED. 114' 0-20 SCREWS USED SHALL K I ,/2- LINO Mew,"M SHOULD STUCCO DUST. NO I• MINMW TOR WALLS WITH NO STUCCO, AID MAY BE HEADED SCREWS OR AU THREADED SCREWS W/O HEAD, (d) STC SPLrWIC PROJECTS SHALL K PREPARED 9Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME (TIE ElulWITH WG NUYS oNCNCER Or RECORD (E.UA.) TOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR TIMEROPER USE OF THE PA 0 ENGINEER Or RECORD. ACTING AS A DELEGATED ENGHE IMM TO T A3) INCASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. „AVERS. STUCCO OR FOOD BOARDS BE FOUND ON TN PED ENGINEER, SHALL SUBMIT TO THIS LAr1TP THE ME S-LCFK LWAw GS FOR RFVEW. EHtSONC WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE OERNO SUCH PANDS ANCHORAGE SHALL IE AS MENTIONED 1N A 11 AND N A.2) (F) THIS P E 0 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIUNAIURE OF FINE PROPESSAi6AL ENGINEER Or RECORD THAT PREPARED IT (a) LO RISnw. ,F N,LGtl_WA.1, ASiM.L_29' t4 SHUTTER MANVRACTURCR'S LABEL SHAU K LOCATED ON A R[ADO.r VISIBLE LOCATICAI AT STORM - 1/4• . TAPODN ANCHORS AS MANUFACTURED W I Y w WLDEX. INC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709 9 3 OF FLORIDA WILD94G CODE ONE LABEL 1/4' W A 7/B' CKN-LN AAICNORS, AS MD6JFACrURED BY OLYRK7 INC (,NN. rr+NSW P.,,) SHALT, M PLACED FOR EVERY OPENING IAEFLNG TO COMPLY W 4 SECTION IMo 92 OF THE I/4 P X 3/4' SOUR -SET ANCHORS, AS DISTRIBUTED 01 ALL POINT SCRFWW, BOOT t sprr.ALTY CO FLORIDA BUILDNG CODE (MIN H't-111o0 P.A,.) 1115 ORA9,HC STALL ONLY a USED TO I14-,0 PANEWAIE FEMK1 R) AND PANFLMATE PLUS MOTORS, AS MANUFACTURED BY LLCO CONSIftef-ON PROOw:15 (MAY rt-2071 POI) �IININHN/N OMAIN PERMITS IN THE STALE OF F DRW A. - 1/4' ♦ CF tAP-GRIP ANCHOR-. AS MANUFACTURED BY rRU-FAST CORPORATION SIB •�F,R T/� •„•G .A. •,--` 01) MINWIJN EMBEDMENT LA 1APCnN ANCHORS, ELEo PANELMATES AND CF TAP-CRW ANCHON. INTO THE c rpV I, FLORIDA BUILDING CODE (High VelocityNMrrbo" Zane V BLOCK UN SHA BE 1 I/. ww an7a AE 20 CAGE GALVANIZED STEEL STORM PAREL o„;w, 1Y NO. 4 167 ''. B 2) CALK -IN t Sl7lD-SET ANCHORS SHALL � EMBEDDED '/F" INTO THE CONCRETE B.00N UNIT NO L --., - INTO 5T11CC0 SHIKL Ol PERW.nIb '/a' /-20 SCREWS USED SHALL 1 1/[ LONG YINLIU4 CO ^• - _� .. % GLOBAL PROTECTION PRODUCTS, LLC. 0//1'n0p EtlST, AND ," 41NKAUM FOR WALLS WITH NO STUCCO 9: SrAt OFF'-•` i IL Frrrr rrR tng ,.aPSW 5, O F �it��y�� I�IU REr1Tr'AIW-Tit COWAN, 6aaC n �'• 20-IJB 'L T '• '�^' l]t+ . r, r r nwH w n .HM AHac te4Nr- RNA FNL roestwP-6m 3 Fsn''..... . • r' A. PAR m_,w. AO m-,M. u:" '1k1.I/; /DNA E r...1 9wRN9 Mo. HEFAiMaMT,M/MR .AL,If YX,rLOW /, ONm I " 36 100, 1 ILI ECO INC. TILLIT TEOTINO S, ENGINEERING COMPANY -___ _ - .....-..--- ----. _.-..._. .__-`-- .------ WAGTERA. TILLIT, JR, P.E. NIT6op(N�Wol.coln PRODUCT EVAL��ATION REPORT T1. EF ,,KIKAANn 4467 FLL,A. Lx WI. No. A06!19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT GATE60RY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products,1,� 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALU TA ION: This is a Product Evaluation Report Issued by Welter A. Tlllik Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020.3, Method 10 of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions ".PRODUCT EVALUATION DOCUMENL(P.A.DJ Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Water A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inte� ,,p f�IgilffJis Evaluation Report. �i o`�tFr f�(/j'• ti � '-E 1S6 `�'P 7.•` +fi13A4_ Tit` ' * 1,0�O6,'.S A`/ORO,. """I'vrI 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1�A`£JDOtAi3bi�C'80 1531 COMPONENTS FOR REGULAR & LIFE SAFETY (SCALE 1/2-1") STORM PANELS ..... .. .- - ..... _...... 15.196- (TOTAL " M) -. -. ... _....- - .. 151W (TOTAL WIDTH). _, : _ _. 12-500" (EEFECTWE WIDTHY . _ .. _ _ _ _._ _ I r .. j'''-''-- 1, _ hj1t.60r• 00/OO�M1W FWD nt ° , Y,. . ! 1 E1J0[W � _ I.SyO'__ ,., 50G•- I ... a-., s.e5r O.we• M61. DOCK � I 156• - ", ', - � rMLVANM sum. ASIY A-663 !//r!/�'. OWWCip IvW I 2 000' ,Z(�; TYP ,♦ '. •HEMMED ♦ 6M ASTY •-ass ORAGE So MPYWMIIY �' ORAA A.T / a• 1// .27P r TYP.. 'r "no T ' BRAT L I -7' E 11 1$TAn A - . M. 1 _s• 0-50 01LV, - , I.320 - .. .6250' - I -`y2p_ . - O ST M PANEL - 234kr.-. -- 1 ` ._ .. ... ��•, ' 1.250� nvE23 OD LAP ! , Y_,,�-, V/ ,dM" EDGE. . __ F I i .I W` R O � , R-W PAT• i' � I Ma �• I OBS , �/, `"",002250 ^`--_--!L-.�•' f 7. 11II2S• ,f...' i R O 1 3T5'I %% �"• C 1 ISOMETRIC VIEW DETAIL A '43 t __-a000 2° - ROUNDED CORNER • ENDS OF PANEL'S 'DR, END LIP W/ HEMMED [DOE. O "I HEADER (ITS) LJRTAA A 11 40.9 111 - -. _ ___I I.SSO' ®, END STORM PA_YEL - 2.tB7' ,DU- E O 125• _ .750' - 1/41f24 1/Ay-20. .12$' • t I.125• is zFw RNEIEG sled. ml�io RNET[n -.'/60'_ T_.'-_I _ ( 10 A19a • TO ANAL B I 12 1/2. OC. t1 1/7. O.0 LOSS' tam' 1.5(O' . �• 1 �-__ /.500' 5' ut • on $BE .003• O1YAa 1 MAIL 1 At O,I,,, i I I -a'lt. 1A2.5I_ .. ) z9• i 1 '1 irs 1 (4T iAlAt E ...20•� S' 4Ra. .. ..... .._.. - .-_ I.S00' ` S.- .-.._ 2.0D0'..... - O3 ,UW HEADER (�) AML ® ANGLE WITH STUD I@ ANIME WITH I - --i IA1M i _I SEE 06 2/14 L64' .374• H r--H3pO•bF FAmn. LIES'+ TN61L 1 ..."I 1 1il e71'11-390- `)'y{It', 0e3' / i-343• 'k.06r ,e I'at mR - - I V \ �.093• .,...1� AOVEAtAP N - 57 1 1 .. I ` , ,l aw- 7.0w, (� KEY HOLE WASHER 005* �,,,_ _`a'' a.Doo•- -On: .._.____1 © IF' .TRACK ANGLE D.ass' (MA m4' j aaVZrD 511 tit. " i .}/4•4�•e 11 �/ \., •P. A TI((/l yin. YS• .an I �' __. 'V 1.063 OAS•, * .. " CEN 375.♦ O n'W .875.4 \ V ( _— .l 3»• aas� 1�) : N0.44167 >��,^6uLA-et to ar°0 PANEL STATE 11 1 _aso' 1 ,� 75' ., C FRIG NIJT .�1 W --2.000, - ® lif.Y1t121E O'Ocs O !' V _ - AT PANEL 'AEA,,, hiH WUMINUIld ANGLE 2AX7WXt/4 ATEAM"ALV, M WIIrO NUT w/OUT TIN MONOLITHIC WASHER W/ ADDITIONAL �- . • 7/2-b3/32- W SVM (SMMILSS t aFKrnOAnAR/1MR strn M A.Ma. PLAYED ST[Rj. .374- Oeo- =i 110. lot" �4 41 I'. I OIY I__ - T "I (9 ® 3JA MFw TRACK -. M.- 1 125* I S STUD N.Vo ro ANGLE a 12 1/2, OC t.Sot. F---i 7W 1 .7 1 M FLAT PLATED WITH STUD FLDRIDA BUILDING com Pft0L1U -TKVA1.:An0NRFPMTIMfl 1EIJ17I9m 2 2-2. TEST REPORTS: Large missile Impact load tests were performed under SSTO 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 # 0814.01-01 dated 03111/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tonsils Test as per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2A STRUCTURAL ENGINEERING CALCULATjQjy , 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 an rational and comparative analysis, and In accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Water A. Tlllit, Jr., P.E. . MISSILE IMPACT E R 3 $13TANC!*: Large misafie Impact under section 1609,1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, NND LOADS RESISTANQf-, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Documard (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 12 thru 16 and 18 of 16, of Product Evaluation Document (P.E.D,), drawing No. 20-175. 24 Gape Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. "01111 �. Al T — � `_'� CENs� �9 �- —a 4 67 g �rA I�-�u�A E F . s Qt� • FLOR10t•�� V'Ma S/DNA �� ANC A"t411111111o0o liz(slilocavtavfillpr.,Vf(f),,B�_ to L 4. I_'2► IT $. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13. 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. B, MATERIAL CHARACTERISTICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (PA.D.), drawing No. 20.175. Anchor specifications shall be as Indicated on sheet 1 of 1 B, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Z INLM ATIONS L►RD CONDITIONSOF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by Titeco. Inc_ and signed and sealed by Water A. T1111. Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. 44167), President of Titeco, Inc. (Florida CA-0008719). WATLL DI TILTECO ADMON RECORDS 1? E. REPORT.20 t ikA 4M2E0 STEEL STORM PANEL L DRIM # 20.176 ( RI 1/4. 2/4, 3/4, 4/4. 5/5, 7/5, 1W110, 2W/10, 3W/10, 4Wj10, s/5 5W/10, aw/11 a 7W/11 3• MILK _ .___ _ _ __ ANCHORS: FOR CONCW1 SEE SCHEDULE ON SHEETS B a.A ]• Mo '-I' MIN FOR - . - FOR WOW SEE SECTIONS ON SHEETS 10 t 11 .. -71• MIN.-' _ _ -_ O O O T_- O ......_--- -- _- — ----- ---. _ -t.. ..1 D.M., 2 . 3 . 4 +i Oo,; ,, ,, ,- T I Y 4 + 3.4 0 00 � 1 11 T i; IIi F II I i I ED 1 II - � - O. �L1. _�__ L I I _I I. ! ..I .'�. _1 I I. ...1_...i I 'A .r,Ti . .T Y -�_T I,, I ! I I T P 1 1 1 i i p�ry� I I UOLIED PANELS W/ 1/46-20.1•_ __ I I UNBOLTED AWLLS I I T - 3 ,(SEE SECTIONS A5 i i ' I I I � SWINGN.S. ., aYF/" /32' r IAPPiMNN.E) I I (SEE SECTIONS AS APPLICABLE) I I I I 1 I` f i - I i i I ,; � i I i Ii Eo I I I I 4 1 I f I y I I 1 I I 1 i If 1 I I 11 I f D. 4 I -i '1. ( L I l i -Aini., 0 - A. �il, O+© • \l ®' v"F 1 I - s.6MIN - 1/4, 2/4, 3/4, 4/4, 5j5, 7/5, - I.1eMIN + iW/10, 2W/10. 3W/10, 4W/10, 8/5 5W/10, OW/11 a 7W/11 .,-„ .1 ANCHORS 0 OW CIION RM SIDE LE O ,SSH O `B r 9. - _. __... - REGULAR STORM PANELS 1 A U ELEVATION N T.S. 2,67• 1/4' W. GAF' (MIN O,OBM .1 *Wwim _._.. _ ____'1tk_. A,,IMAIA t __._ _. M11% CAI'` - `�.6 - I .. EN • 'l. FLORIDA BUILDING CODE (High VBloel Hurricane Zone : N 44167 ': a0010 „'�' 20 GAGE GALVANIZED STEEL STORM PANEL MIAMI W, SECTION A * , * _ I * °' W N.Ts. �' ATE *--'. W -- � IL E C O ANC. GLOBAL PROTECTION PRODUCTS, LLC. p '�'•. OM99 aW. N w O.... •,, OIL. ` / A °AWE. a m+A 20-178 A'LC'ss,' A-. C.,'b ,W F"-"TAM TAM—. �wTTI (M)IM-riN�ru: lWM1e-em 9MPa w: U-OOOW119 AN NM AL/9WIMTIAR/IInE Ware A tun a.. P.r Iw - sorr 3 Tor le -«-• a) N S � _ (U N U L L- CL .6-0 L_ c ca O -p O.A. -7m --"---' U - .10 () .W -_ C QD -0 U -a 0 C Oca. O W C ICU C 0_ O ICU4— LIL ICU .- Z7 o r f— � _Cif .0 � (n Q G Svl) 7 C%4 `� 6 F 00 In.: IV a 'T..7 A y,.- ©- 47 J - -3 v ..i= ] "a -HQ ' c - , a) N -- i 11 .2 1 V_ a) O J J . _:C Q C-) - f0 1, �} Cif) - - r r_ C) N G_ .Q c E: n 0- 2 INSTALLATION DETAILS FOR REGULAR PANELS( tit (0 00 QDSM DETAILS FOR DWAU ►TION IN PMED COME INSTALLATION DETAILS FOR REGULAR PANE LSI t) A JAs INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QQN3M R= OR WOW INSTALLATION DETAILS FOR REGULAR PANELSCL L8c dA INTO EXISTING POURED CONCRETE OR CQNCRE?E BLOCK STRUCTURES c9NaE,t ARiHDIf"L�.R na a61�a' cm SOMMULL M 4' 'a VALID FOR f€GLLAR. )JEE SAFEiY MQ E Z F(MK' STDMId Na SYSTEM INTO EXISTING POUREQ, CONCRETE OR CONCRETE BLOCK STRUCTURES - SIICET9 6 rAvx l 9) I...-_ - � R[D CONGIKT[ D CONCRETE _ CONCIIf.TE _ � MR WOOD SEE SECTIONS NO SHEETFDA CONCRETE SEE SCHEDULE ON 12 9 R, /Wy.�/� e. ANCHORS I 4 CUAHOKR AIC1101IS ny � Y 6L Y s2�'�7 --- ',J o OWCA1 RAVIIIED. ems: o . _ -� - s_1� -- SHEET, W 6 Q I ' .-. 71914. W _. PpQp1u1 K RrQUAREB3 PpUrgt , HORA Fo�gA�.•p - D.M. -.! r ]• t (SEE SCHGOVUE ON SWIM Ka I-N M .__ 1 . _ _- I ,/2• Yh. W-� <.' 1 CONC0AC1 701I(DIR.FAA1G1iM ...DR CONE-_ - REQUIRED , .L MIIXE WaJEY) a 9 1l �litW I• Y'I, +_ cDNL'R[,E A9-M 1 OCR \ra'/l VICTIM POURED m SCHEDULE Bill tPQ1S TWIOITp,ON I! OOIIL71k'1[ RDiUIhl1) .1.1;j -.•. , •.` 1HEER W TMwIWa f� 1/•• tA"' t/.,,- E,, '` '_/7c . a[r ' j,tlD 1 `r✓� 1 1 M� I t..l'-HL9 9Q.i 17 SNQ, 9) 9) - -� I I- (D /^�' ITR0IEII utTIOB 32 / vRne s 1,WIagN n 1E.0 coKCW[1e ANCHORS w+- , • u son I 4'• M",` ' ! tb. 1 3 i 'y . , ,,. 00iI w-m�� I ;\ - I 1 I (!n� asnAv H . - 1 I W ( .-.I , -_.... _.._. , Oo. " 1y.1 I - - - ` , 0 1/ .f. '•\ .�.'"`Ft'.`1"°' - L.®W,® £ I i , _ I I I, ' ' IA•T 1/4' ✓ f C --, ` I (/�'� /JIBING FaIRtD Lb. 1 I I ., V 1 /�. , 8 1 I .. ,AWp I I I I I� 4MIiRE I 2 1 i EOosTNO POIJIED C.O. �,.11 `7 S'i LD. If1p.. (. I 1 1 (I1 • fr o.law r I 1 1 6 I 1 I a 13 IE,.L CJ .')'r .'`a E .. txE[TWO MJURED io , 6 '^p DrHr COIICR[rl' REOVIREO. , ♦` CPa 1 3i. 0 Ij CONCIHTE OR E ; / ` 0 HwPiul, . �1 ,r'O' wr, -9� i`1-�,w, E I E�. E I _ _ .. _ -. __' �__ - i.'....� .. . -. ` r� t;-.♦ �;; :♦ 1 Oaw 1 i AA0 1 , a�awRR I �N`', I /� REtlUWRD. \1' t.:_. [ t^.i _/'tit - (fit ' 4. 1 1 1 ,.'T:. 1 • �. N I 1 (i CONCRETE BLOCK 1 S 1 \q ILLY ♦.A� - _ _-_ _ I �P,AA 1 M W I (� ) ! V 1/2. 64 � I 1 IVOTr SME • i 5 1 t ,.--.L/ 1 • , :>, 1,, A K.K, II I .(1 b �" I V sr aCKmAa tS a 1n i 11 1K1 aG i � Lt• lb.l ] �w'" �.i.4iiP i:: IWRYt"H R m I 1+ 1 1 1 I i I I T 9 YMM.,la1 1 Iu, �.J yFp! ,. 1. 11pyy] / ,; ,..:, , 1 HA.Ie,WwW- Wy i NiR • EV¢I. L.ati I f 7 ,.• V,JwA I 1 J a SIRE, W i �_ J� , ,... fT 1 w MFMATa 1 1 •MMMRK A R ,,�{ 1 I B•Wtl'M I 1 I r 1 UAHaA:. J 1 tRW,IH9.-1 I ,NMH u, E PON s t Bit{{ I R RAw 11ii , L , E 19❑Ti F, ear o h a'M ' 2W�IMA.F T" I iT+ t : 1. - W H+ I .. 1 elABt I -. ' W t)�ewn_J M I E9I. E>Ia+WS_J r � i t ; /w/ueA . n s A �ieRn"P-, I `J� _7 E,(" CASE B fPLAN] I E.. aaK1 r I slNEwr er � r r sK I o^ . i ., I ''i � O W ,f 1 1 I 1 1 F1{t�'y -T-" ,:x:Ern,,nAT,.N *1.40.as, 1 I LAP E oK wn PF O 1 WaT q � LAy RIPIE n E_� j I I ??LLSSSS i 7i I E sIr I IAr ; . Wart-..� N i """ "'a 1M. A'� s e 1 Y F;!r (/�) E I ^O I I 2 i ��' i - I M"1R WC`GA 46YY i i `=1!W "-V.•NMrwF'ML:,,H", w' I ' ' (� 1 - - , I �-MAX J0 i ' i ' M. ca .9L,e Ise ea,� ( Eta 1W ,e W/ 8 1 " 1 I /�E y I 1 1 , I a .I•W ' �• t n:, i I i• • V EA,Y-2a1' NNW-2a1' Hy5 IT •-nE• Fj I i I i i i '.:J - i i i a aH Y 1 I �0 aA0 1 1 1XV A ®r� E j O/ i7/B•IT • � ) 8 (a�p'" ,.;,,f�,. H 3 i E IJJ 1 , o I I 1) I 1 1 1 a • 1 a"�"a' R .r 1 B rAtw3 I I I�,.-� ' . - ' i I I i \.L' L l.: "_ i �' e :.+ 1 T arIA"'H m 1AAtLL T'""E'a' I I I J �r� �rE ,r Hw.I Hw rj i. I . I i i I I I : I U) t - V. r. er- N I N 1 I ,PuT e u ,? oc I - u I oe e 1 I .�'° I rW:rL "w'Cii1u 1; i r I � I ...- I rawp FL�Rr�?(p Q =..0 EQ.. [ D •' E 7/6w2�u• I _ 1 12 T/Y eC . LC 1 L 7 ... 1 3 W t E/]' P[ /_'.-. �f la �1 1Em7Wc .00nNn�I o�,�I1 .- «..-. - _ MOILRCG -. I ,c4wa Ian nE I I 1 Ia.00K ,. I-- ' BCONCRETE OALOCK EO - _.._.1 ,R 1/9' oC ED. I ,, t ' I11 : La - '♦ ®f a°i.�A.eRA°'Kawl (-7NAe aAWW-i Or 7' ar _I y01[' 3: �W.. D.Y., •.9 gMRL> 5' iln. U CONCRETE KICK I A AW.e e T E CONCRETE 011 1 �' CMT#4 POURED !OR N T I. Mh. - a) ( E f Y, ' , -'( 1 .. E CH• 1 I E' 1 ;s , J rI I V . 1: - L_J ' CASE C [PLAN] GLw; ri. Iw' 1. Ex t• MA. AN�,IDR'E: ®coNEiaTE SEE scNEpn[ ON slim s T.S. tacrWK PD A1rP _ / :- , wn. CONMtrE ate« 1 Le Qe T CASED LAN] A4 rnR LD00 SEE SECTIONS ON s nT 12 .. _- -..I COSTING,-:]/4•.- a e I• Mh. •4- L_ RERUR[D 1 CONCID F['EFPOEME7) I 9CNF 3/E6.1' 9CMt 3/�h,' 7/e-D ' i. ",. -, t IbNCRII[ AMPIOWa-.... ;' O IKI IWR AArAgWf •---ED. w caoeE'�o� _, ` ,'fi„ ��n1p : 4� EJ';'".Ko` ;' ' ... _._.. _.. _ - E s P "� e.P E.o REGULAR STORY PANELS ')kELEVATION CONCRI16D •/ Sn,O taw., a lea • 1 OL LVFHalT[ AM21OR9 REQUIRED i `` • Y WI CONCRETE BLOCK - [ 7 tN atE 1C/6DU L a Dlt 1dE9LAt ON ": (NEC SCHEDULE M` ,' 4 IR G 1 : �^ R R' 1 OWUaA i=r r ." "Iner I B 17 I sCKE 3/Sr f0 �M fTlt SCHEDULE M " e IItTALJm1 el METES W THROUM WI aMt1A s i1,NOt10H D IIOMCWfiF ANC/CR9 1 .,` , tl,Ie Hs rr W6m j A A B J 6,{ : E - '• I 1 Sw[tT9 W 1HRd,M q nK16MMtMg1E '.q/,+,•_.'y/ILq t/y�//Wya,3a/ I�RMIIAYrWYI w�a�•'- Rif bal,Ar �_� ,,, !!'P 1 _o. .. 1 I ? - S.. J I { 1/1' MAX. GAP �� ,role DEE (ac sE,Eo At w (, aR SCHEDULE$ am S110CT5 B rNROLBHI W) ' - _. 1/4 1 .. I._ I (MN UMLAP -i mcr tourn WA6 "WING ciriumn ANDMOWING c-aTs L t e)41 ;' .... 7 Mm I 1 4'7-2W3/4• S.S. BOUT 1 _ �. y� W/ 7JB'13j32' MNO NL'7-- __: -.a: �i. IICJMF 3/B-, SCALE 3/B-1• SPAt 315.1'-.a.HWK. el oppw MMWI+oMI-- d l: / ..♦h_.J,R, W O 12 ,/2 U,C. (SU ScHmKE M _. ._ CON a) I LL I LD. -EDGE DISTANCE 'Dp(TIN,ND •NEW t' WANE . YATUCS , ,/e' LD. EDGE OLlTANCE 1 a y �" rII(�w� t'OHTdE1[ 09C-M FACCER1D (M sc[ to ON SAE" 0 r/4' MAx. /� - EDGE OF DOSING P SLHEDAI M (3 - E i O 6 THICK KUM. TUBE on I• . L w(SEE. SCHEDULE ON O 0 CAST'• F (PLAN] M/ STUD (sEE sc,eDuc p1 pU1L�W 1) Cl)f- I �I (SES1E`�SCHEDULE _ WOOD co/ PT EEOW PLATE SPACEL .' _, SHEETS 8 14 9) sCAL ]/ts.1• ROM .- MD1fCGROOM ON .M T ILA SECTION A;A-fTVn_] � V/ E I i /.. 1 1 REQUIRED12G,wixwlo " /��,/ 1 I 8 I • NEW 1• WIDE - VARIES A VS' I l/ NOTE FOR COMBINiTION aF SECTIONS: m •� AILY. tU6E OR ,• , vARlt$ i ■ ■ 1 1 D NOTE f011 (,'Q aATON OF SECTDNS: I ' GO" TRACK /'7E SPACER j TOP k BOTTOM MOMPNG5 CAN BE t 1 11 1/7' of (I y,� TDP B BOTTOM MOUNTNCS CJN BC / 1 1 file • I oIw I '` NN,IN"IMNF P '--- I is[E 901EOUl�[�M t '1I��7D10N ANY WAY TO SlM ANY CASCALE SE E (PLAN) srALE 3 ,- SCALE 3/6-+• '� W IS E, "AY COM&NED IN ANY WAY TO SCAR ANY Vi �1I , 1 /B+ 1 `-'E �,R A `j�l NsrAELAiIDN, I -"7-' + c67:Es a EEROL101E s) J4 I -RACK wA GP A. TI( lGp A. TI(��l✓ TV t ` 4 < CE ✓ �,.. ' ..:..... 9 - �'yt ♦ .,.,:, r •1+: \ V N pK,•NG POURm �: ',........ ✓ FLORIDA BUILDING CODE Nl h Vetoe Nlxrlwne Zonal �;''vCENf•'•.'P FLORIDABUILDING CODE Y•h7o Murrleam Zone H, ` ''.� FLORH)A eU1tDING COD[ HI A Yeloal HYrrlearn Zorn - =chit w1aaR1---- . -, WNDEtl.T[ Old- *'T MM aRAm AVrrt- e I 3:' Q �PO'"BD -3/4•_ - - (9Q Wi01RC 1 t 2 W CONCRETE atOCIC ,Ar o CIwl9 MM 44 f OPEC RnCe. WE AP Ne10 "'ML IK I., molo n,ao. Mc. (• row M eAr•I701 THIw 20 GAGE GALVANIZED STEEL STORM PANEL NO 44157 20 GAGE GALVANIZED STEEL ST(x14 PANEL o4ON er REOARro. - ` euco +iDAID HRa *: % i ( 20 GAGE GALVANIZED STEEL STORY PANEL d4-_ e, a wet s e a 3 Mel, NFOUNIEO. TRMWs wWrT. NO 44167 u9mN a tlDTS_ eoMe9unoN OLSEGImaS Z . * ; - - s [ LO. - EDDE OWA14CE * . 1t � a SMITHE Sa T1 E a \; •p Wt " * 1 x` SECTION X-X Z. t i . m/»/nls =,ram /Wmss SHEETS s e TAOUBN 9) 1A'• �mF o,/Es/7aio gµ( 3/L. r- _ • GLOBAL PROTECTION PRODUCM LLC. SET(. (SEE SCHEDULE ON TOP h aOTTDM MOUNi1NGS CAN aE S 1E 0 _ : _ GLOBAL PROTECTION PRODUCTS. LLC. aDF o• PROTECTON WtODUCTS U C. W3L S TE of 1 L E C O roc. '" IL ECOr16a q, N WAY To sLttT Arrr .0 r 9 •• Y' rWw aw. s, LnIFn SHEET 9) COMBINED 1 AM• 5L .� •.• �' �CrIUNG AMR 0" NUNy Er GRID -"` X IL E C O RYE. AWE S.W.aT S.W.ETAIL FOR SPACERS REOWRED AT. TOP OR O'• oAA, a s3a,. INSTALLATION. $$ D F R(OP•v1;/ LoWM,�;L"ys„"'�.' Z 7yy ,r/ rn oMAEn s72,4 20-176 29MM TRACKS ADJACENT TO $TUCCO%WOOD RANDS (F • ATOP . ' °� w... r w.w wma . m.H -FORD [Esrws-H64s. FM [se.)w.w x0-7 76 s, S;' •. CS / W sT1w,�s,r r i.w m +M r RK6Ha tsW4)sw-7sHa Ro tsegWSW s7sr 20- t 78 NAL E � • NM W. Y WK TOT R w. PHOMt' (M-)M-7Na, III (PM)NL-Rm „ I-.- ,LIAR m-Ir wH , (OR m_Iu, RH .~t m_ SCALE s t MwNIo NaI S/ AL A n R awow7n °"" OP AA aY-Y r A Iwaw U9 WWB w "hg41 N A 7w LroR7[ a rosin F •• • M �.I r Murme NA, J TIE It- ,� r aunt /N �OHWI Tar.AN Wa A r, J. ILL IT-1u A 1NS7 a a 26 tN ITN THUD% A a., t awl WIN .E. YlI/ AMR A a„ FE. r - IIIII i - - A e,4¢I I V YI a - SHEET N0. SH 1.0 IWRIISWR AI•ICn A 1 Yr.1 I / j aft ra 1 ( 13 I ' �if�OaF•10 f1Aa 1 ; ) I I ® 1 ) It• - ii �o+'L.' • i 1 1'' 1 11 M. Ma- 1 � SEAM M NOD. I 1 1 1 I , I � 1 1 1 I ! t N / , --r t e / I' = -.1 -- 1 1 DN4Faa A,n14M� - •Rm 4 A N WALL AND FLOOR MOUNTING INSTALLATION FOR �"I.E644. 77 _ SPOT PANELSM. RIP a IwIm Y ,• ,• •/.Iw61TMi Y. J{I it {•---W. 4yry, E D. - x run M«A SONS: 1 4 1' WTAI • 1 4 . ; • 1 1 '� I NN, pNp ►/7-Y � IIwIO iE�id4r.1 , • • 1 , .,' ii Rnl A M7M7 NIpN7R RU•w ) / •!Ae FP,.. -F3D Pi. 7M NSA, (7M 4NAN4E Rl Na GUISE R1YM � t � I p Ir "a starl) I 4nttw Irm �Si.PI'At'"Ai i r R< r� \�rWLEO MaoO'F ••IW'H' � ^ r-- -� [ .. J,. _ - _�_ I I � � .\ 'w1�i11 ,.�.oz-.,,s. ,:'•.• 3 � �*w,•,�n y _� I #,� `: Y ( _.. � r 2 1 st"CY, 3 a St Y� \, 2 CIn, IRP : me' t�r7'It 1' J. �--w. wuwN 7Nw • (7M Ruu7N fomRr SECTM Y-Y DETAIL 9C/aE iris t Y EcrE to •r ll°Nw«,P'"'n st"I , .t rM�A VR. mM,•Ila) 1WLLION Se FIDULF M•. MULLION sMN (R.) • ROOL RED MN. TUBE MUWORI •• 4 4•-r' 2' . 3' , I/r As) RR'"aTo V�tkr nNA ,.7 Aa• " wH1'��Bi Ii a.� aRCN,w scA NOTE- OOMRWULL1011 GN A!O BE sNtN1iD w/o s"RM MNEL! ON TOP (OIIt F�"MNNEL YOaPtrH"N'O w% T l"DaP W BOTTOM) a OPENING. INVALLATIDN - ALTERNATIVE IW SOUSE' 1/4• 1- RLSMI ATM - ALT RNAI E YW 9CALC 1/e . 1' MOM, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O. DESIGN LOADS UP TO 453.5, -72.0 p,cf. AND PANEL'S LENGTH UP TO W-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENS" OF 0.55 OR EOUAL 70P A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY OONDIEIT mc"om CONO" AIIOIDIM (SEE BOT IAE d($CE sommatur 1141)) j� ' '�-�• NN .5 O•• _ g2yypp \ � dd J I scAmm At oW i � G� I -at BONA ,IE ow IIWI TOMn Y7M16M1WN f�4'y.3/ tyR� Yi 111MTO M QAN SMaB a It D.C. Wa Imm Rt 12 'I/e O.C. d 1 1 r IR,I / oa,�/xMR7WW 3 �. t) 14'M•,+ wa E ,an D/ET I/i4I 10 • 12 I O.C. r MN (Otlt Y� I O • �7 1/2 o.0 I Q) DuRED i ap MLOCX WALL# twDlAam I erg." j TIGER LIOII mm WALL A ITLOOR No13NfRle ► WA"T(MI - LLT1)RMATIVt AW NiSTAL1AlIDNS - ALTERNATIVE SW (SECTION AT TOP R Lamm TO +5A5-67.0 MAx. AS.D. OES10N PRESSURE RATING) Semi, 1/P . I. ra 7 I i er. NWAn - -- 1MIMM 1aP uR»I N. INSTALLATNIN - SECTION �W RCALE1 1/4• I. BUILDING CODE FOR COIC1Ktt ANCHOR: sm scmmw ON MEET M. Tom wow saw $a[ SECTION a sHEEI 14 Ar /, 2 J 1w/15 +1/, 2/4. U/4t 4/4 a 4/4 �1, 2 : Tw/15 r M.. 141 nAs ,/ LEGION m PARIe) a,. vt.) & )w/15 _ u.craAa LOCATM ycl REA w/NO In SAFETY PANELS ON LIFESAFt1Y PANEL G.A1• NEOULAR PANELS w/ OR �"SAFM PA WI��trTiE I lEl01V) -. -.. - W/0 /KG1AM TRACKS - _ _..• (SEE NOTE i roNCAEtt ANCMOds 4 MEL04h • LAN PANE yA TD IXNS�ALxED AS �i�A�►� LIFE SAFETY M19RM PMYf1 LIPENNo BNMl (sEr rDrEOIAE W DOR31I0•0OPTION #1 FOR STORM1ow"FA"xet11 mlrEMO°i »DE""NomE Mm I.I rowm cac.cN-'� c-t"O"MO cow. .Tt 4,cHopEJ-1'-. TO IM N3IAUED DR REMOVED FROM IIFIOE tsa 9O alE ON^EA % ELEVATION or sIMHc7uRE BALL NDU G INSTALLATION WALL AND FLOOR MOUNTING INSTALLATN)N tCJ4E 3J37'-t' SECTION 1 Brut are - 1' -SECTION 2 SCALE: 3/e r 7 Ir.• Rw. oWGAP NOTE ON J,JFE sAFTTr eTra1. RANT. 3rg_l0. INST IA �; _ i LIFESAFETY STORM SAFSTORM PANEL CAN )Ri LOCATED AS AN END PARR (FIRST 0R LAST PANEL) 0R AS AN INTERIOR PANEL (ANY PARR LOCATION IN BETWEEN END PANELS). ) 8 Mt raaloR ►Ana. fANAMI[ IDDMNN LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADACENT TO REGULAR PANELS YE Now ,) At ENo ►MILS. hN OR w/0 REOUTAR TRACKS > t¢ Haw ,) s ww rwwrwaewwrwswrBEw rwrouw rw w ■uwwre r,:• v (,1 � r i / ' ?, LIFE S,IFIT' :TOIL PANEL CONSISTS OF DO.19' GALVANIZED STEEL STORM PANEL AS SECTION 8-8 PER COMPONENT SHEET 2 OF DRAWING THIS PAML ITSELF TO RE REA 74D OR INSTALLED FROM THE INSIDE OF SCALE 3/32'�t' STRUCTURE. NR.HIIINppA S. TIFF SAFiIY P REOLRRES TOP TRACK TO BE COMPONCM A 80170M 11FACN TO BE CO6tPONEyr AS POI SHEET 2 a THIS DRA/NNG, A Thin COMPONENT Y BE INSTALLED WALL 00 FLOOR MOUNTED FOLLOWING SECTORS 1 a el5':''�ENSF'' 2 ON TM SHEET. AS WELL AS DETAILS I B 2 ON SHEET 14, 4. MNn. LENGTH FOR COMPONENT 4115 W. 2 ' NO. MPH. ANCHOR SPACING FOR COMPONENT ®ANCHOSHEET14AGE AT BOTTOM d) GIVEN ON = e0070 wlm0. F SCHEDULES A 2. SHEET . COMPONENT�) MAY BE PERMANENT OR REMCNAMf-Alt �- SEE DETAILS FOR INSTALLATION INTO W000 FRAME BCALOMGS ON SHW. 15. •' ..._ ��90F,E•,, _ 3. ORS'' !L E C C e SEE SHEET 4 FOR MAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ail `J"j L �•AN • �aR,9�N•-,w SPACERS AT TRACKS INSTALLED ADJACENT AND KNOW TO STUCCO/WOOD RAIDS. �H �L Liu ft P! xAL/3101MaA•fDAtt~_- cA mu 1. MAXIMUM MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.s.t.) AND CORRESPONDING MAXIMUM PANEL LENGTH MO SCHEDULE f1NLD ONLY SIM PA AIMIt &fQ W"ALYMM a PER tree" S , Nall ,aen alerts A a a RI M+N6 . (E7x12= 10 4Mt'O" ►AFKL OOR011gN `a'e.1g�1.yA. �,gpll��,y� or rm -" NSA, -7SA 7• %* OR um 2 1/4- UIi0LTE0 I TINU s 6 7 .55s..71O al-w to Ir-IF Wt.. 7 3/A' U"mnD 1 TMU S A 7 •e6O, -72A >r-r To lt'-7' W.a 2 1/3' ' • .VA. -WEO 12V' OR LLM 3 ,/2- 4 A 10 • BOUT) W/ I/414-11NI• L. M.4 ! IPIWR A 0~ 6 VOLMDN O FIND. mw ONLY FDR Pmnsmi Q e.gUATORS AS PER SEOrOd I TWAT 7. ON RwEr s A A 51 IM,OFMF A3.0 IRSNN M ) COMMA waaRS s w" FOR to . 3 1/r + �TAPOON APPLIFAME To arrnaws / a aoD 1 w,lwN Awes jprxwuK I xDF6N t• (N.) v 1Ar-awR aRx-« FwAUM17 TOWS o wIn11An Fw6 m CONIC" IQ OOIp<w TO OOP.MOE To LOMG11/E ro caNara a� •ro om mE To11N WMDLLIC ROOK to OOIONT7 e� r N//CAN WA N//.O, Ir w. P WA Ivan I don Y _ 6' N/A WA -r r r--- -- �' •• •• , 0 1• N/A Ni- N/A _ 6- -e• _ WA -M/A r •_ wA -.. 6' -r Nn 2 (10P) II r M/A WA N/A b' N/A N/A 2 (RONON) ♦sea, -71.0 r wA wA w. r A 6• N/A 4• N/A 3 k . ITOP) i'-r oft LEES on tW r r N/A N/A r _wT 4 r Ir r 6' 3 Wncmcm e• N/A wA N/A - s- M/A •' wA r N/A �7 (1'OP) r d'� wA OVA d' 6' 4' 1• / a 7 mmm WA N/A 12 1/2• • I/4• 1) 1/2' a 1/.' a 1/4' 4 1/4' 6 I/.•- 6 1/4• sQ 11I11MN to A It FOR AKHM THE A WACNIC FOw 4MTA U=W M10 WOOD MIT IIr06a M MM ANCHOR P►AMM AM MaRM VICE OSTAIM ARE F4I104111D ON 1141 $01 MLL IN EA Ifx6 70" mmm ON soli ULS 4MUL•E Now" v%m rr MR►INLYNp mPwm MOIM IN, BCIQAAL M WK OM44WM FACTORS. FDA MIS OPPAXII I* INFONRLZ. WOUDID 6AxaIO OFTAIN'O IAwq iACIDI SNAIL mx a LOW THIN n sIWOIC alNGtm FOR EADI mom NIT At AMINORI two& -THY 114E /Ni 1H1 . ... 1/4'N 1/rP wo1R s IFP•4wP IW" awrw" m; - Iw mam om=m OIL) 3 3 3 3 'In 3 a It _ 3,/2 NaMK cm, from I I/3• _ -- �`_ --- I.m - - -Act .W! LONG omm NSNK I I Imp ( 1 1� - i 1 I 1 1 t 1 1 1 ,ON ON_MR ! 1 f W tONM71m I in DAA6. EO, t 1 ' ml tl•. ID . 3/r UINO MISS DRMD • wV ve -3w, sl MA. 16 ve OC I FOR ►AND, WIONb AP TO W-0- Am I /1.• O.t trod u Os" up to r-r U .. r..' NAw AeDAWa '. OR /14-10 AP®M0f /GW4E IC ON PFFmAwIE " a 12 ,/2. 0. C WITH I � A t//}} 14n 71a0O7D PW[}MWON AT IADWoIN OF Dn"A WOOD RIME ma up IDr-r Ma. ��/A,,•I fmat 904E 3/5-1' C�AM.'D��CITt1 INSTALLATION DETAILS FOR REGULAR PANE INTO EXISTING WOOD STRUCTURES SCD do (17� r ;/;/yrwW�7pry1WWWWA�. r a; R i � A D6,MO ,AGO 1rA001 I;i �r1 # pus. �F- I° x 1 ro �i 3 crN. to Eol i 1 . 4nIA4l0 1 pp_ I�IAI� EE �"m 1 1 Y 1 �N� IW ALTERNATWE 2W SEAL[ 3 1 SCALE 3/6r1' I ME fmNmL . I - NOR lea 9BMM110M I s % lm ro aAn 1 lW7/6X4IW7�Y1.3Y�/�Ygp LO t Eat „ P EC ar I roi i'I t166oWmI.6.paR to, I, W f4mAo -•roc •RWAIm .••Mr(,» uTERNATIYE 3w uTERMATIVE aw r' 4 4 .LAtt ., • IIOrO1N M PIXIE. REOUARFD ) .nIR uAll un ft M AI l AT u 901LI 3/0-1- ERME ND SGM.L 3/6.1' UMST 1. IISIALLATiONS ARE ONLY VALID FOR BUILDINGS WITH A,S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B` 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. naz_m COM M TION OF SECTIONS; TOP A 80TTOM wOUNTINOS CAN BE COMBINED IN ANY WAY TO SLIT ANY INSTALLATION SIDS 1 vm T�12No n2 PA°Nci 1 0 (NI B) IB) su SEE - RNICRIOR PARR ENO PANEL ®� SCEDIRE /I.lLRImME /1 7 �-3' -' FOR IW OR DIRECT WOW UTH SPACING VACM I. _3. kft, - DETAIL 1 ;WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SCALE: 3/1B' _ I' MAXIMUM A.$R. DESIGN PRESSURE RATING kg.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES sDHEDLIE t t:.,l�.Wt_.W6t+..1NM)HI I Top A, QIImE. B/_LD.__3_t1L• CODE 1 AT ALTERNATE t LOCATION NEL 1 STUDS • EOVE� PANEL !/e' Yin, (CASE Q r ..-� - - -_ MN. (Cat 4) -N, o I ,/4 iii ff! r WTERIOFI PANEL TWO, PANEL. •--3'- p FM -`- /2 MR -- 3' W.. AlIC110p UFO.. AMOOR SPACING SPACING V-3• MA, DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCAM 31Ir . I• MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM PANEL LENGTH M�,N SCMULE I�1PE)JGIGBL AHEM _D.SECDGIISl 2 MOIG lt0 FY]M mar sAFE7t;.SiDB1E-.P.6tlCL MA7RAAM A3.0. IACaN Or TM -OOP I cu-N MMIUM7E rDNME o PA[LWE RVS APAADIdE ro acmmom r'Rf85uK, RATIMI 10 E C7E TON NITi CONCRETE -A-1-UG !76 'O E pMC6EE f ch" / A. �mLeNR,nN Im NANKIN Pan IDMTN t` (k) B' N/A N/A N/A 6• N/A 6• N/A 6' N/A 1 A 2 (TOP) 55.0. -72.0 9' 7• B• 9' 9' B' 9' e' e' B' , (BOTTOM) 5'-0• DR LCSS 6• N/A N/A N/A e' N/A 6' NIA 6' N/A 1 A 2 (TOP) *S&O -72.0 B' 7 t/2' e' 9' B' 9' 1 (BOT10Y) W-O' TO ?,-r +6Sa -72.0 6 N/A N/A T-6' TO B, 4• 9' a• e• e` 6' 6' r e' 1 (BOTTOM) WY%KN Aso T'RmMJIE I M o It Mr M Fm TOP or AI10.0 Mw fdl ip O ANIONS) O` 1 mw at 3'DIUM!" APPLICABLE TO � B 0 HEM EL, v (rt. LATE ♦49.2 -815 3• 3• ♦ t 2' 4 lJr 2 (BOTTOM) 7'-6. OR LESS +52.8 -54.0 3• 3' 4• 4• 2 (BOTTOM) r-e` OR LMS +SSG -72.0 2 1/2' 2 1/2' 4• -' S 1/2' 2 (BOTTOM) r-6. OR LEES +35.0 -72D 1 2 1/2- 2 1/2' N/A N/A 1 2 (BOTTOM) r-6- TO 5'-0' +55 0 -710 N/A N/A 3' 3' 2 (BOTTOAQ r-6' TO W-B' JCEN�c' No. 44167 LRtIrN A{D "` MWm 6 1_"" ' 'A" AWryi1LNO,N L� ;sCY�allo "'" MAIN m •FBA _TEA r-r 3 1/.• u o m so am 16 FOR ANOIO I TYPE. A whow FOR I w%4Atow N,D WOOD rmw RjLom WOMAN 4\IM A PAGIN06 AND WOMB EOn MMKC AN PICCOLO ON 7118 10"U. FOR CD Ina P 71PN a wto, ON %mm" R®UCC avow woa4 BY,MA.WPLYWO SPALVFO o om ON cN"m RE of THE rOUDna FACIOFa. no TIPS OPOL43O 1 ro R ►osm L RC M = S-MM 0010 0 USM FACTOR BALL ND7 WE LOS THAN I NKM VACM PFOIO = FOR EACH NOW 111P( N AIDNOR! LOW& MIOIO! M t/41 _._..._. _. ,p•• ___-__. 1pti - . - 1/4 __ .- TINY IIPORI O WP+41WP a"- r AND" D4nIC QN) 3 3 3 •a1.NPPAMD OA) 3 3 a � 3 3 AAL sA $MK SARI IOaIeR 3 3 Im 4D UAW"W90" AIOIOIM RYCM Fad LO. •• 3 1/r + ASP Datam 'Ina" V 1AP-w r.MX_ I owtakim fova ID PANELWtE PLUS �fOLA KT • ro fCCIIOM / A. FAISMAI PANEL PR66,AC M1Ntl (Pat.) TO CANCRt1E ooN7mm MOON To OXICIRETE CoM:Rm MOCF 10 CLIIICf[fE 13IICKtt MOCx to I:OICN"1[ Cd [1S BxOCN 10 COICdE7E OarC EfC aloRif ro WNa" CON K1F. exact, A1Y LOMRWTm OF TNa LORIN -L (L) 6' NIA N/A N/A 6' N/A 6' N/A r N/A N/A N/A 7 (TOP) 6' 4' N/A N/A 6' 6• d• 6' e• a' N/A N/A 1 (BORON) 6' N/A N/A N/A 6- N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A B' N/A !` N/A 6• N/A N/A N/A 2 (BOTTOM) 55.5. -72.0 6• ~ NIA N/A N/A 6`� N/A d` N/A e` N/A N/A N/A 3 A 4 (TOP) >r-S' ToDR L£735 B. 4' J N/A N/A a' d' 6' 6' 6' e' N/A N/A 3 (BOTTOM) e' N/A N/A N/A B. N/A 6• N/A 8' N/A - N/A NIA 7 (TOP) 4 N/A N/A _ 6' r 6' 6' e' 6` N/A N/A ♦ A 7 (BOTTOM) N/A N/A 12 1/2- 0 1/4• 17 1/2• 6 1/4- 5 1/4, 6 1/4- 6 t/4- 6 1/4• N/A N/A 5 (TOP/BOTTOIL) 50A. -53.3 N/A N/A 1 12 1/2• 6 1/4' 12 t/2- 6 1/4' a 1/4- 6 1/4• 6 1/4- 6 I/e N/A N/A 6 ((OP/BOTTOM) '-e- TO 11--2' 65.0, -72.0 N/A N/A 6 1/4' N/A B I/4' N/A 6 1/4• 6 1/4' 6 1/4' 6 I/1' ry/A N/A a (TOP/BOTTOM) e•-s• TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4` 6 1/4' a //4' 6 1/4' B. 9, t0 (TOP) S.B. -480 6' _'_" {` _ ....,._. VN/A NJA N/A N/A N/A N/A 6' 6• -•---•. B 1/4' 6 1/4` B (BOTTOM) 12'-4` OR LESS OR LESS B' 4' N/A N/A N/A N/A N/A N/A 6• 6' 6 1/4- 6 1/4- S (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4• 6 1/4' 6 1/4' to (BOTTOM) SQ 104311111 10. Il AND 12 FDA AM30ft ME A VACNO MR MIALATIONS INTO OW FftW OULD110 Wo" AMOQR WCP AND MPMAM Mot DSTANR AM NOCMED oM INS SOCOAE. FOR ED LO$ THINK A40RAT0 ON SCIWAAE REDUCE ANCHOR 6PACPIG M MUL7ULYRQ SHCWC SHOWN ON M>COULE er NNE FOLLOWING FACVOWE. POP THIS o" MTON To BE POURRE. RmUCal sm" OBTAINED USNa "A" SN.LL Nol 1E LAW IN* ViWk% sPoI M R,OGTM FOR MH ANCHOR tft AT AI01014 .UMM). 1/4 • 1/11 1/4•. 1/4•P 1/41 /1'1 mom lift ....WOOD Or w ALP - �CNX-N WOlB-1Ct SAL ASKS lA" LTA) 3 3 3 7 D to 3 ••14sarru43 Nf,»rl. O..) 3 I 3 3 7 31/3 -3 1R 3 t/1 :RBI Bd TOR mmm r A •a E 0 R m M t _--- I'm 71w I do II _4 14_to PANELWT[ 'Us I•r O.C. w/ 1 71B• P)MTRAT" To I EMIM WOW WADER I �I Li 1 INSTALLATION QUAILS FOR REGULAR PANELS(I h JA TO (STING WOOD STRUCTURES / II jll Ih10 PAna3uA PLIK PAA4UATE PLUS 4' O.C. W/ 1 7/a' 1 TON IO W000 ry(AQ( PE(TRA710N TO CxstwO wood HEAOER REOIARED -" WOOD WEAOEI MN • .W,S NP • i nts/Nrs Ot & I l4 u • WOOD MEAGER y 2 ( I tQ sDEauE OM SHED 6 rDIR ,m.6w6 l 4t( PANEL WINGTH I/4y-2Nt1'!W I (SEC M07E 7y NV„ a,Nan ION or L. Im meIIo r SLx sOmM4 ON FOR NF. 2D%IMWON To SAIL r _ 14-ID 6 1/ A 7NIEADED II. EMIsTm w ON C r,« 16fALEtIt66PAR471p1 I TO aka I - t1/a11I'OD/aY4: � , rA. PANEI mmENDM I / /r R (SEE NOTE 1 Ml�11'O�'•i. PANEL LENGTH M (SEE rldR 1) 1) �.; �I ...... I f sm . rOF 6DL lam, a l i Y' Wy ' : CD '''•• � iJFti-7v,' ' 7nv.snr � u •e ArQ xu, or -DR I/s1. 3yy F • ,: I/r OL G, r • �rOCN 11/2' 15N' WOOD P{A 2'.4' w000, P,_TE ; rP4• WOOD_PUUE ,ht0 rVWELMAiE Fx1K V/��q, REDRMm - 0 1/4. O.0 W/ I 7/r 'RW� I, C'�4T. RfOYNEO I' MOM M OF AT I; I TREADED PENETRATION • t 4Y LAG fctRWS • ( MID 1YID711 OF PLATE -� O.C. SulmEllm w/ 1 ' 1 MKCT '. _L. 1 C1 _. ' I STLIO w/ , , 3• Mlk. f r, ' 1.. • r *emu _ I ;_+ .. AATT,TKADEM ND OF PLATE •.. -• . MI 964I UMl : AYEC sTiWE /e.l :GALE wQiSl 1. INSTALLATIONS FOR ALTERNATIVES 6W. BIN A IOW ONLY VALID FOR BUILDINGS w,TH AS.D. DES" LOADS UP TO +43.9. -48.0 P•4,T. AND PANEL'S LENGTH UP to 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN PINE. MD. I. W/ SPECIFIC DENSITY OF 0.53 OR EOUAL.. NOTE• GOR 1•AIIBIMATMfI/ OF IA'I'RYWC: TOP A BOTTOM MOUNITINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY N to -cu O ,�... U CU Q 0 O c c6 -a U (Q O 2 O O cu O E U O cu .cn -0 Q� 0 L CL cn cu / /�'� D� c C= CV 0 w C= OG .N G Q N sz cu E X cu Gl U CL C C cD w w INSTALLATION DETAILS FOR OPTION- i FOR LIFE SAFETY STORM PANEL SYSTEM v • us REWEr6 • or as r/ INTO EXISTING WOOD STRUCTURES . ± ro,/! Wn. NMILApEaPEI[IM+NN 7� E%bYNIO wO00 ,W too_ell l_... _ I ....•-�� ED 77 m i °' aa0061[fDEtI I � i I _ , dm11 !D I I cu o ,ItW • ,3 '"I"°` ALTERNATIVE 1 ALTERNATIVE 2cn Q GET. 1/,4) i 7R a. RM V roDAss'o" I? I EO' I7-1 am E� f CD to 1_ I ED_. "m PLATE mmum _cu 4 8) �•• ALTERNATIVE 3 ALTERNATIVE 4 U r b 1/4•• LAG WPM • r OC W/ 1 1/2• � c0 J.. r,PwrDm PaE1MiIOM oR /41A.wa, {ONO S a B{IB1NC W/ -2O.2 s6 Ma • 4• os o ALTERNATIVE WOOD f RAME CONDITIONS & ANCHOR LOCATIONS 1/4'4-i0 PNIEUMtt FFIINE a OR M IL t, Ti' twrmTlow OIOro w I 1 '� 90%& irr • 1• W PWE 3p1; . MRPIEN ,Mm NOT SIGN/ IN CLYR, WALL AM�OUNTING INSTALLATION �pEN�/l LU E6NA1, FLORIDA BUILDING CODE Nf h Velocity NuFrlaen6 ZOI1B 4aoao ,AIL[p, Ptc 20 GAGE DALVANIZED STEEL STORM PANEL oww w. NSTALLAIaW A t P4r FDR MA DNOS w tH As.o. Eta oN TOES L9 to •4�, $T OF IAA n/n/lOn Z +as. -7:.o PM AND PNnr"Ra LEW m1 Lr To a,-r. y �p . FL RLO PROTECTION PRODUCTS, LAC. DLa. 2- r0R mrW wao0 FRANK I;OIINBIRUCnO1a WOOD MEMEUS ro K xoUMOM/ b RF ••.• /�I/7 "j '� E C Q INS. .boo n, et a9att Z PM N•. 3, W/ sPocra oEWsm A OAa OR EaurL ', bs M(1, N `� /• 'r:. im ,a • °N't �t3W» woa oWew )w I., (nLNn-sm Q 20-176 AE ENW/wNw1MRFAMIE CA•Om47tD ow.Q r COAL w NUUt A.A PE. DIRT 16 GUI n J 0- SHEET NO. SH 1.1 3' MAX D.M..,C_41 ___ _ _______..._____' +__ WCHORS ISLE SECTIONS ON SHEETS 17, IS. 19 A 20) - 1' MIN. UW/Ie. 7AW/ e ♦ UAW/m 6w//a �/I9 6 BOOM I' MIN. O O O O O 0 O T-- T- I i I i I I I _.._.�...� I i - I o-CA) o jA,-, sdN Wet � j I S.V `' p�'I .PANT 41h[L ... .T.:- y. ._TI',I -: ._""' MS _ 1 e' I._..._. 1 "' e .! �Ii}�)-NO1[NtS A! -SAID- - -I'--• TMM4 e0lrw Cp•4015 I ... y Ill. I e" -4A/17. L�17iP• erc NR W IIn A rot P1I¢ '��- SA/+4 3B/, 7, A/,7. SI/la -- D.M..ODY 3 MAX 6AW/19, 7AW/F9 6 Mw/20 iMR11 [YL111. e6W/n. 7Iw/IF 6 WW/20 3 WIN MAX- 1' MIN "YIN - ANCHORS (SEE SECTIONS ON SHEETS 17, IRS IL r 20)- - - QPIIOd i�2 FOR LiFE SAFETY STORM PANEL( ELEVAT1Q.N h SGLE 3/ 16--" II` - 60 t' - lm 2AA• /. � 6A-1 . r "" INK ,A.�,PP' I MRE INUM IY[ irllTY G ae ` i PAS EXTERIOR N(AXIMUM �rS•D,-01S,1GN PRESSURE RATINN�_�,�Ap QORAESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE MAXIMUM A.S.D Mo.. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.IJ.) (SEE SECTIONS) +55.0, -72.0 I 8•-8" - 2 3/4• UNBOLTED P T VAL/9'WnRE/D.,W t" MAX. PANEL LENGTH (SEE SCHEDULE) aaxo nO' "� I 20 GAGE GALVANIZED STEEL STORM PANEL I 1° O NML N "'•II°10 GLOBAL PROTECTION PRODUCTS, U.C. .eGI E. 71 Srw D.NL 2 W'a �`I w • [NP COYPNINY 20-176 w. AN o Wlew 4NeeW, n .1. ,MA1. n-I- - • Em w..... fA-ODGfn9 w,KI Ira)OAR-,54a, rM ,P41lm-a7F, bIA1rING W, �. : r _ _ - ___ YRLI ,f M a WHIRR A Ft" A. Pf .4147 INST.ALLATIQN._WAILS FOR_.QPTLC?N_ #2 FOR LIFE SAFETY STORM PANEL._ �STEtr! INTQEXISTING WOOD STRUCTURES I I WOOD eADIA AYOWREb I � i HUOFR ♦InrD It Wf100 NFADEP 1$ BUILD I .. MOOD D10E HEADER PCWMED r _-.. "-_ ---T11j { .' , 4• / • TAPCON e e o.c THREADED (y� 3 -_- -' l' , 49 1 N 6• / ANNT1 a oc w , I/7• YIN THREAD RI /rffliRAil .. --I -._"1. i Y T O e• . APcnN a c �1 1/7• YIN THREADED _.__..- �' --- T r I JA N APCON e e oc. --- W 'NRLPDEb _ I W/, 1/2- MIN, i A PENEIRA N)F, 1 WOOD I - Al ON w000 TKw AT woo. I I IJT• EMI. AT PENETRATION wa0p I' )/. 'ff1J(R I I , 14 ,RIDER 1(ADLP i.I HEADER 1 12' / /A' •'iii,ii I IJA' y` , /)' ) 1/. �' I 1 7' / 11/1. I __ I �' 1 .-_ --- +I Ma• F I I -.. Me. 2• I j1 7' I d 4•. I i 2 I .I Yin _- Y:n _J %jN CMG. IBn ---�)•-k -� t - i_ - /�j3 C. I -I �----�-; IL. G� 1G LJ` _ . ��[�J �, LX6IRD M.. fVNSI, ryiys rM. fVMMId II , i' wk, NON GLASS x PAv ICE ScMEW.! 1' MR. EXAss - 10 cuss Eta 1GUMM, PAYn (St N07L H IWLOW) IM MUT " .{• „l. ' I PANEL LENGTH It ID,L , wl1») oN itQ '61 zrr [ ,. Iq- rnIV11011 ( v.. • PANEL LLNGD' M1„ yPAM1r2N n9s RC (SEE NOR I fAWYI) .._:" ro aA55 .. npy FNM Um11G7H LEE( YORE 1 oil OR) CIJaS � RYp,IIAt. .. a 1 1/1'r ) 5.5 MS. W \_ _ I �45 - lls'l HU, 10) M a•r)1 N ) � I/A -20.1' 54. YS. W ll - '.- } - _ 1{WING 1 7 n•• SI• I � �E[Ay(6E' ] /j Y 'r r a2' I,...../ I . .,. NUf . L ;I. G. .y I WINO H6R - ,. --I: E. _ ,. 1. 1 I ' ' 1 4'e TAPCOM_* .a-.- .. el o.e. w/1 t/i` i I I I ;rN. MRFADm I e' _ `.Y 6' L�J I11� trAlt. t�T \Y _ - -� D11.11, 11 ^CG. FO CO 1 I-- �w. •�-1'•� ..-. 1 [D. 'iii__ - I CO. I E0, I, Y ' .) ' ..-_.t-I-'-- - 4� [DINT--� ��-_ I CON( FC .} - 1 -•. A - 1/00F2W/4-S.5 US. «/ I LO _ `. { 4. Ai3 4S w; 1 7; 6•.. 3/32' POI G M" I'f . 3/32• *ft 1 7/e•R.)J)2• WHNG Wi J WA9 ER a 12 1/2. O C -k-' 7�'r.3/ WING NUI WAS FR(BEYOND) WASHER • 12 1/2' O.C� NUI WASHER (BEYOND) i'. 1 . • TAPCON • Y 02.1. 1 4'r IA►CON a r OC (STAGOD" W/ vw) ITSIADGDPrD IL(a •R IAPOON 61 e• o.0 «/ STUD) ---r/�I 1//TT YN. taMEAOED I , 1 2• Mel THREArKp 1,ON 1 w , ,/r MIN Dr1rMFb TON AI wOMOrH 1 IIEICTRAT70N AT INIOWIDTN« PLATE AT MIDI OF ►Urt OF PLATE I.- / '•g, • WOOD PLAR PUIC ((EOLYNEO 2'..* wooD PLATE z-1i WOOD FLEE C00 REDD REWNED Atou.-ID W�tLL_ MOUNTING 1NST MOUNTIN('E_INSTALATIO I WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW O REGULAR ANEL ALTERNATIVL7_B1K ALTERNATIVE MW ALIERNATIV£ 6BW SGME 3/e--'` O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL `'L.,I $,A'.I' `d'N..F 3/e•.1- , .II.I.IIAM, SCAUIE 3/I'-:' a p.. TILL/rA'a l A *+" . t, �9 ?+�P`�'' �CENSF ' s % I INSTALLATIONS ARE OILY VAUD foR BUILDINGS Will AS.D DESIGN LOOS y . � " FLORIDA BUILDING CODE (High V•Iocll Hurrla0n• Zone UP TO .55.5. -720 PSF AND PAUE1S LENGTH UP 10 W-6• 2. FOR NEW MOOD rRAME CONSTRLICFDN WON) uEWRRS TO A SOUTHERN ? 4 NO 1 % i * 1 elP1o...' W( 20 GAGE GALVANIZED STEEL STORM PANEL -_-_- ._.___ FP Dee. Wr _ PINE NO 2, W/ SPECIFIC DENSITY O' 055 OR [OVA A - IS _ E - GLOBAL PROTECTION PRODUCTS, U.C. 9. ani010- -':�'' FL Or' _.. \DY : /' I�Ire. \ TRy`, .ero sal S• Snwer ., E' •...' A. remNo"- MIo corMJ\ . I w r ,r, RF10e.L n n.Y PANE. r, M14 PIIOIR. {nLAmR-7e4a. •AK tRe.Mr-nn 20- E 76 SS)0)Al I'"IINIHI _ �W n,_14W a.onl-.n, 1R� A.AW.GN. TINY E_ SLU'S PANw/OATE -1E �Ir, 11 - EIWII 1. Or a COMPONENTS FORSERIES 200 do ]q00 E-Z YANG STORM PANELS (SCALE" 1/2-l') _ 2 591' - - 15.t96' (TOTAL TIM") _ _ _. - - 7.250"-2-591"---' AL. _ _ 12 Sao' (ETTECtM w1UtH) - _ r I 1 i�2.250••--i ,fJJ• __- _ -6 I/. I � - 1 300 --, - 1.3:•0• - - 1 350' .. ,. •\� 1 I _ _ i ` �,/K, Z .07D' 2.500' 075• I I(- T. 1 Typ 2.74E TIP 2 I ` h�l 0036- MN TWrt HpPEED..•' 3.B00' I 7.wU' 2.6Y1' • / \15 0M�wIDu3.w ]12.'.N' T• 2.000' .7 �'/ ' EHEMMED 1YP. '�R I. . - AA rxAO~ETM5o OEtML �..T 1 EDGE Y ` C-AO CRV ♦' _ ._._.1 I . oLw1 A ' 4e e' I R. /?3. . I ' 4.. _ I __. �' -I,sw---= I ,.3Sb' - 6250'.. _.._ _ 'icb`t '^13---2A70•� A`41. © STORM PANEL t - 2470' - e' O2 BEYERSED "h" TRACK O3 REVERSED "U_�$AE15 �'✓- / PAWLS_ Ewo L , , _ _/BOA S W/ HEMMED GOOF. ' �'' t I. _ 'IN* - , �77 �-�" Air 77 ''9. w �.- 121I ��. i cam. ( w I. .•• ( ISOMETRIC VIEW DETAIL A 2090' %. i 2•obr ROAINOEO CORNER O ENDS OF PANELS ,125' M I END UP W/ HEMMED EDGE E .700' I I.[--._. - __ _.--., , 115. ..1 I - _ _ (N.T.S) 1 ._).. 1-_.--2 Mo- -J (TyV i _ _. _.. -5' Ma.. - 4; "!= IEASIS PANiL#ANUR © 2"XS«1aX.)_&w ANGLE t/4 WIDE --•- 125' 6061-T6 Mum. ALLOY !I i .O.....",, �A,II,,,, 9 �E�• A• i�� l\' 10 750 066 arP) �LP�.. VCENSF-:�q No. 44167 ', I I - * ,' i ELORIDA BUILDING CODE (High VelocityHurricane Zone -= .7B0•. - Z �•'• L.]WO nI RCD NC I 3, III—^I _ � •, TATE OF O.. 20 GAGE GALVANIZED STEEL STORM PANEL � R,, O OR IA-- -- -- - - --- Q 3"x3W(Mc�tri ALUM. ANGLE 0 STOP BAR %''.O, . ..pN yi - �/ IL E C O EI9c GLOBAL PROTECTION PRODUCTS, LLC. I I'0)0 "'„ UAL-Ely(E. mRn M2 • 1�(/,.�c .en sw `1 11• LONG '/ /IIUN/IN / 1 nTIU O AMT NINE, F - / Re A. • .1P NRr trot n nIw FNa+[ (S.Mm ,5+,, rAa LS, HM-.f7R] 20-1 76 60W-T5 Mum. ALLOY _ .n.. r M1-,rw r- .TURN n,-1w1 _ _� AI-MlL1n.0 ", G-DOOf]H Pf. Y.N/90KA1141if6.lt R AP'., "' , ,[ � W_7 I" _.. -- - WRI YJ M T! INSTALLATION DETAILS FOR _TION #2 FQR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1."4' TAPCON ANC•CMIS 'Y4' ,APCON WCRS HO 11;• IAKON ANCHORS 1, 4* TAPCON A%t140RS Or9. O.C. O 9' OF:0 9. OC 0 9, OC. POURED CONCRETE POURED CONCRETE I`OURFC '7w. T( POORCD CONCR OR CONCRETE OR CONCRETE EX, CON, AM a OCR REQUIRED {.I - [ ■DCK Pr,DLMD 1 r ` ,x. R,a,,ArC• 1 ' BL'J('.w REW'RFO r_..I. I1/4 11 11, 1 / Ma. 11 Va.. N -- _--_ Me.. -- EA* .\ LO• C0: 4. E D 1 Y CON1. Ifs' I /�S/ 1 .i7] . I .r YP.RIWIN x r ao pAou - f 4. _ � I Pw MRIPREREw x II- 'gz'! PN - �. _ w s - 1 I WAIIIII a" r,,, a ,/,'y� "" I j 1«• fMMI«Ir ro,r'►� 6 F a1Y Ale I 5.1r o I - In � 'y i - I-) � r� a Io ES)6DIg,•J ' I I R'wa1'Q, ,a 8 EXISTING, � I 4, GLASS-1 I A LISTS r ff 9 CLASS i i 8 CLASS I b I 1 A IOU 1 I 1 4 I 1� ( , 1 1 I n 1 I p) I I I ' I ,i I. bt I 9' .''�i '^ti-.err I r i ,, 1/,• s; -. ! I �y a R/ ICI . �I • I� j 1 ._ 1 -1 3/11, - .z • I I 8+1 9 1 aYjK/.,Lw• O.Wf "' ! eLIR.I I I . 1 I [ 1 I I t I I � ! I t j �.� I It Ml I D L s.11 EO 1�} v E0r (� _ ,'. I l ^" f O• '. ". CDa i ! Y=.c C , ;_w --' ` ' E 5 ,/7' ijni.)s�YANc /MAISI TYA/SEIEA E A ) ` �%e r.,1%iiL 1 Id(``-�e'e . 3/32' WING NUl - * `'`..�9•e 3/32' O 12 1/2• QC wlNc NuiwA (BLl'ONO) HER , g1N6 WASHER a 11 1/2" O,C, vW- NUT WASHER (BEYOND) 1 4' TAPCON ANCHORS 1/1 1APCON ANCHORS ...� a IAKIDN MGHOPS 1/� TMCON A,I,, 0 4 1/2. O C (STAGGERED W/ STUD) 6 4 1/2 O.C. (STAGGERED W1/ STUD) 4 ,/2• 0 C O 4 1/2' OC POURED CCNCRETE -DUPED CONCRETE PORED CONCRETE I'L;URED CONCRETE OR CONCRETE B4OCM OR CONCRFIE BLOC. CA CONCRRC BEOCR rJR CONCRETE SLOCA WALL REOUTIND MOUNTING INSTALLATION RECOREC WALL MO4ij1T1NG INSTAL ATION REWIRED WALL MOUNTING INSTALLATION WOUML, WALL MOUNTING INSTALLATION SECTION 3A 9-REGULAR PANEL, SECTION 3B LIFE SAFETY PAMEL SECTION 4A 9 REGULAR,PANEL SECTION 48 0 LIFE 5AFEjy PANEL SCALE 3/8•-!" S(AU 3/B--I'- SCMF 3/15'- :.JAL[ 3/8'-,- SARI IR r m TOR ANCHr, • A1101M TIRE: 1/''' Arm 1SETPA vACllla ,DO PISTNUTRINS RAD R000 m _ ORKANG (.4 A ( MIINIMBUILDING` NANCYDr YKNGS AND MhM1UY COH DUNCE ARE "O'C TIED OR " sclelmn) Mo LU LESS THAN INDICATED m SO 11:0," REDUCE ANCHOR SPAC,NG in MATALYNO SPACNG SHOWN ,N SCNEDAL - -� _"I �) oa[Pe,w f _ A Am— IPReM WsW �) 3 ) ANIIM. to ow on$" NAM BI DI FOLLOAAC FACTOR. r0R IRIS OPEMOGN O BE POSS%lf, OtD=O 1 I/' JO _�!!! _ sPACRG OBTAINED USIMD FACTOR SHALL HOl BE LESS r..w MINAKN SPACNG INDICATED FOR rAC,1 ARCHOR TYPE ON THIS S`HKDLAE , ,/,' _-Al- .. -5 -m_._ ,n' . ..-_- _ _______ __ __- _-1 INSTAI�lAT1_QH DETAILS FQR OPTIOiJ... ? FORM SAFE__$TQRM__. NEL SYSTEM ILITO EXISTING WOOD STRUCT-VM { 11 : j .. -_- 1 _. _ - 1 T --(-' /4 • APcon • 6' D.c. } 7 I I Ja•. lA�:oN o e• D.c I 'W/1 1/2' MIN MREAD(D I W 1 ,J2• MIN IHALACI ) - PENETRATION AT WOOD "UN AT WOOF) I HEADER FADER A i ,:;" 1/2' / . 1 2 /.' L I .. _ _ .. _ MR.. 1 MP.. WOW HEADER WFX]0 N[ADCN Wn PCOUMfD - M;n `� FEW ED - • - I .�yy� ' - 1 /COAT C. _v I I cD i ' - (: P I I Nn wPAMI10M I 10 PASS (SI SO=a � [VETTING oN SHUT If) _I M... KFMM,KN 1• Mw. CLASS In Outs I i 1' YP.. I PANEL LENGTH 11:,.. PANEL LENGTH (SE[ ,cr, '&E i pU5iR1A�.� oR MAIL* N) i (SEE NOTE 1 IfDAW) I/4'f-20A1' (BEE NOTE , BELOW) GLASS S, M.e W/ - _- 1 7/pti 3/]2' X .. __. _. _ . -; ._..� _ EAIEG ' I 1 I I 1 _. - / I �' --'a_ j i cf, - .; , i i _ I 1_. e• - A o- : I II *) I Et • � 7/8-. . 3/J2' WING NUI) 7 2'.4' WOOD PUIf. 2-.1' W000 PULE /B'R • 3/32' WING NUT I REO.R•D WASHER O 6 •/4. OC REOVIRED '1 - WASHER a (OE,10ND) 1 014 --10 PWELMATE PI US 114-10 PANELMA I PIUS _e 6 1/4'OC W/1 1/6O6 IJA' OC W'�MIN. THREADED PENETRATION THREADED PAIMIDMHOTHOFPUIF MIN. Al MIOR6TM OE PUiE .I WALL MOUNTJd�( INSTALLATION WALL MOUNTING IHSTAIW10M AI TERNATiVE BALD ,..I A 111«/1F1„ti ALTERNATIVE BBW O REGULAR PANEL O LIFE [ARM PANEL Y,a`.� ....... - ✓9 I SCALE 3/B'=I., Sr_g1 3/0-=1' Q\"" e` \GEMS • 35' F FLORIDA BUILDING COD (High Vllocit Hurricane �, E y Nu a • Zone) '___ BOTTS. - NO 44167 CQ000 ~�' ME 20 GAGE GALVANIZED STEEL STORM PANEL ° I I INVALUfl011S ARE ONLY VALID FOR BU'URNGS WIT4 AS.D OLSXUI LOADS t *,:. * �. '* _ __ _______._- --._ PIP" R' _ UP M ♦55.5. -. 72.0 PST AND PANEL'S LENGTH UP FT a'-6, G `t' /� a,Mne20 2. FDa 11[W WOOD FRAME CONSTRUCTION WOOD MEMBERS to BE SOUTHERN o'• S ATE 40�.'. -,, - - - - /► \ GLOBAL PROTECTION PRODUCTS, LL.C. DIX J II. E C O -,��. DRTD I", 4eGc S.r. S, STRUT PIKE NO. 2. WJ SPEpFK DEN51Tr UI o 55 OR EODN ... '' [„e„�L1gM0 ANY DAAL FL in'. , .(• . tO �eteM / I oti I ��•.ft • E >e 1r1 "n,w ,Naha: (.e.N•.-,f1c. rAz: 1f5+)ew-f,rr 2D- 176 _ _A'Nlf r11NIM ._U,I6 °`v"'"0 y°. _ AYIt[R A ,IIIJ, M.. P- aY I,-W 1�, N « u1a ` ''/24 1eEr HOW 7 INE100 1' 24 4' 21 4 W/ an W/W 0.0 s[c NOT[ 2 OUDAI Mas 2'/24 1' 241► a AT 1.aEE Imo' 14M5. �ILI_ / / FOR ,27MORRE ARGKA6: sU 3, / Pr�4..,r, 8 IEQ NOTE I gnaw) or Scmcw aR SHEET rA FIAT w00 SCAn' _3 COHERE„ Y,60R IR�^' .. 3'YP.ftt SEtIDN1 AIR +RRxr af4D z : 2 A, -"(Sa s(,(EIAu a, sNm Se> H• M:1• MIT' `bEFI P b,•0 OF )ITri 81 11 1 ,jj I 7 A _ _ ..11-11. _"�NlAR.1-1 _i _.� i 1 1 L - _ ft Li _ _ _LJ -. . I .I nj� _IT 6a i 1• Ir1 , 11-1--M '-I-] N 11 'l' , 'T T-I ry T - - Too wlal ' iwliwele'Rvnj � :.w( i61R11DM :ANw LOIo RMAa),�do'R "IWEEi -'�' 6NTosoR ?NICu T(MEh011 (AIOBOR :»IfE) (Eio IMNEi.i ( 1 ERE «OIL i a 4 9U911 , , i t T;;74'�; '.a 1 ' -�-^ ( ,A.t III II 1 1 I•1 I .1.', fI,' . TEED sw/ .Itt' _ ... „2 ..L` f--�.T 1,R5li��F" omowot II _ 1"[11L.L___ , . _[' ."t ._, - _:33 :MIGN,JIS'I rl Il.IB t 'L•AIR z •tFl II{( F •T_.- I T_.--_;-491 REQ-A P.wnAMTr (TYP.) SEE NOTE A KLDW 8 -I--� ! Pon Comment NIUIOR: SU � 3 - _`_,T' - - ULIETNM.rz LOCATION I•w.. .-SOIIE01Af oN SLUT 23. FOR r700 9CMw T& MAY ,�N'D, ,/r , '/2- AAT Oro PARRS) ,' MA --_ _ SIT SECTIONS ON SMQ, 24 1' Ifn IMIENDN PANELS car I (()SIR 0j W/ OR W/O©. �] 16'__ • UST PANEL C) TO 9E INSTALLED AT FAIT W nor PANnM TO BE INSTALLED At LAC" OPEMIG SAL. ALWAYS BE PROIDED W/TYPICAL ELEYA NN FIO OR SERIES2OOQ HANDLE TOALFAACJUT.IA[ DnOOW TYPICAL ELEVATION FOR SERI1"E"" AIDED T° EACErATE "/srALLLMMI IN t aro O B[ "'"A"' •IONSYSTEM rE Of rD BE INSTALLla r.dl �, wsDt or S,M CI AE of sTRucT1I1E E-Z HANG�TORM PANEL .L SYSLEM SCALE 3/32• - I• -'--- 10r 1 3/32• . " S i1/.' - G.V' 1/4' M4r GIP -� ,/.• 11Ra GAP - _ - 1/1 SNP- CAP -I'- L2 DR O W/ OR w/a © 0 I , (`r SEt<TION B-B At END IDEA"°" �[(��'•TISN A -A - 1 CND PAN{31 SCALE 3/u• . I' w-res RCAIF 3/32' - I NOTE% (,1 LEFJNlDQ6l�SE81Ei...1LSISl. E '`.4 TRACKS AT TOP A LPANEL�MAIESYSkM LPLUS OR 15'SISTAr OF LONGPANEh (1) OEFRB7IDN..Of. SEME.S 2D00 E 2 HANG STORM PANEL SYSTEM CONSISING OF PANEL . (,2)AT BOTTOM WJ PANELIMTFS COP' TRACKS Top EI BOTTOM. (2) END PANELS SHALL ALWAYS 9E CONNECTED 10 EXR NG SILL WALL BY MEANS Of (2) j,ND PANELS SHALL ALWAYS (It CONNErtro TO BOTTOM TRACT/ OTHERWISE A STO, BAR PANLLMATES OR. IF USED JpEMLy W/ IS LONG TRICK AT BORON, END PANELS U SHALL Of PROVIDED AT FOP OF SUCH PANELS S Au t)f CONNECTED TO (i] wJ 1/4•R-20.T/4 5.3/32' WING MIT OR 1/4'f-20A3 MLR. HUMBSC IHFTO T2 ( LYPI AS (3) IF END PANELS ARE CONNECTED 10 BOTTOM TRACK. CONNEL'TWN SHAU CONSW OF DESCRIBED ON NOTE (3) LOW). I/'*• 20.3/4" M.S. W/' 7/9"M3/32• WING NUT OR 1/4"h3/4' Ill,. n.UMBSCHrw �) INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (3) FOR CASES WHEN ENO PANELS ARE USE, JOINTLY W/ 15' LONG F AT EXTERIOR MI FLANGES OF END PANEL ROTTON BUT END PANELS ARE NOT CONNECTED TO 60TTOM TILACKA. X STOP BAR (� SO BE PROVDED AT TOP OF SUCH PANELS I'll N CASE THIM ENO PANEL ARE NOT CONNECTED TO BOTTOM TRACK (Le A STOP BAR (4) FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY r5 ONLY USED AT TOP) Al LEAST TWO PANELS SHI BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTZ, SI:1 WALI. BI MEANS O- PANELNA/ES. ONE 1MEADOR PWFL USING SPECS INDICATED ON Hart (3) ABOVE LN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR Al ANY PANEL LOCATION MAY 19 USED JOIN OL TRACT AT BOTTOM N ELEVATION BOTTOMAND TRACK t0 WALL WJ 1WCI PWFLMATFS r(KLGwING LNG SHOWN Lan ELEVATION ANO w/ ICJ 1/2' (5) SEE SECTION II, 3• A 4" ON SHEET 24 SEE ANCHOR SCHEDULE ON 54ES 25 M. EDGE DISTANCE FOR THIS CAj(2�J INTERIOR PANE( USED JO r w/ (2) ORES `` CIA IA IIT)��`Nr SUCHNtHAi fEv }AOJK M PA0 BE NE(TD THE ET 6 RIW SIDE OF I TC IOR PANEL)HAVE E, / %' THE'R ='RLAPS RETAD HTML!♦! (,2) `S�Q) '��CEN ✓.0*G 1 NO 4 * SEAT a%�., F OF, 01101 __ _ '"11111111 S y FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 167 E Or `.}Ea'_''`� 1DA :' ,,,l ,. I \ r' 11M,M E AA.n10rMT1AK/MR its-, r2mo artm. nr. IL ECOINC 20 GAGE GAVVANIZED STEEL STORM PANEL oNnr m GLOBAL PROTECTION PRODUCTS, LLC. 4BDI fw a1 snare LIMN[. R ]v,. rNMR, (P0.>RrR..,a+e. ru Ira1>eetem 0//IvI03° MR 20-176 TIHXAU1 m1m.. M-YitYl','«o coYPAHr 1=-1111u.i I... ammm: ynlw _FEA A RILL ; PC nb. �. _ ____- We[T )I OI a .. INSTALLATION_QLLAILS .TOR OPTION i!2 FOR LIFE SAE-_.E:1Y_ $TQ_R f g►1� L SYSTEb DSO EXISTAQ POURED ONQRETE_QR_ C. NCRETE BLOCK STRUCTURES 1: A• IAPCON ANCIDRS I '4' TAPCON ANCHORS 09' O.0 O f• OC FOURED CONCRETE POUREO CONCRFTL OR CONCREIE BLX..Y. OR CONCRETE POCK REWIRED i_7l RLU."Fr.0 L_ •. YF. 4•.. E.D.• ��•' . _ y�Gj', - � WNT `aONI 1 w M,N z x q j. M1wLLiPI PN (i) I IwI . H ',..W I- _ I' I- K,CJF.4 a _ I I Ntn O IHl, i Wi Fri E%14TI1�R�1 I is 9j EXIST1Ht(j" R CUSS , CUSS 1. _ I , I � I,L� � _I.-.._. Iil ]nt' rRW ,AR a Nr��. I __� I I I i I I , v ED t-0• a 1 , � � '. il 'JAI) ` I Sto-16*0 PANE:MAT( PLUS W/ +/0'r . 3/72• WING NUT WASHER e 6 1/l' O.C. POURED CONCRETE EM COMSEF,E BLOC. REOUIRLO WALL MOUNTING 1NSIALLAIMN SECTION SA - REGULAR PANEL SCALE 3/I'-1.. /A'. I/.- ra SHEET I• • m 'A ANCHORS rate a 1YgIB1I iW! „�, I...U. , 9PACNG FOR AALLATIORS I.. "me _ M 4ADN11 LWAa AO ..-.• 3 3 FIAT! BLNDRIO NAM AKHOR SPI N.G NM,Aw FOG( 06TA1K[ .PE RIPCALID ON I'a - 'IOY•INAAA IDWW" (L)-_ --. -' _ I - - _ 3 .IcHl c FOR ED Lss TWI INDICATED aw It- 41 am." er 0.1 3 3 In sCMpnl .EDUCE A4CHDR SPACING eY Mutivi, KC VAcA* BHO«N oN T•C,Hf m" AMK IA �` L91MM fACM B•' THIC PoLlowwr, KwTDR1; Too TN,S orIDMt10N D % Pmsa. REDUCED I '/s' J5 _ _ 1PACAO OBTAINED tbRJG FACTOR sHm". NOT T III,- - ME LESS THAN MHAIM SPACING WWWE I rUR LAC. ANCHOR TYP, ON THIS SCHU)'Ja I. - 1IW 1 W __1___? 1 II. I - I , r. �7 , [ 11-, _e a 0 WctMNG PLUS W/ /e'I . )/3]' rtING NUT wIWKA (IRYOND) ORUrowA PiD IOO( REQUIRED WALL MOUNTING INSTA ( TA ION SECTION 58 0 LIFE FEETY PANEL 51-Lf 3/A•-i" - 2\ -........,.ram✓ y r No. 44167 FLORIDA BUILDING CODE (High VelocityNurrlcanf Zonal *' 'E+'•. 90r •.. -,1 STATE 9[ - k ° LOR14. -�' • _ -> Clm0 N'Tw. NE /� ' � I 20 GAGE GALVANIZED STEEL STORM PANEL I --- - --- - (GLOBAL PROTECTION PRODUCTS, LLC. rP GMw IP - 0/ ORAL • IILIECO Brc aao0 SIT 5, PAAL, MR IIIIRI„1,1,1 ...A f0.1`T - INOI` Now RIND to. . Ir. W elw.w-I,. R r EwVIE. n I3.]N NI_ PI.pNt f051Mr +5a3. r_ (a51)ar 20-176 - ,..- 4"1-n.-LAY - MFN n•.Ie., - A.(. SSAL/%N,NH/PArz U-IWUf],R _ RAL" A " AI.. PE _ WTI_. YBET IA Pr L 11) - _ --------_.__ _ _ F.FNFR11 LJ(TTF;a. vA! 1D E-Z HANG STORY PANEL SYSTEM i I E-Z HANG SIORM PANEL SHOWN ON THIS PRODUCT [VALUATION DOCUMENT (P1IF) HAS BEEN VEHII'ED FOP COMPLIANCE IN it I) ANHMUM EMBEDMENT OF TAPCON WC -OAS WO PWELMAIE FEMALE ID A PARELMATE PLUS INTO CONCRETE ACCORDANCE OAh1 THE 2020 (7lh wiTioN) OF THE FLORIOA BUILDING CODE BLOCX SHALL BE 1 I/4` DESCH "NO LOADS SHALL BE DETERMINED AS PER SECTION 16200r THE ABOV! MENTIONED COOL, 8.2) MINIMUM EMBFOI ENT. OF 1/4"6 X 7/8' CALK-N ANCHORS SHALL LEE IS 7/O' INTO CONCRETE. rOP A WIND SPEED AS REQUIRED W THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL. BF KIMM- D FOR A DIREC1101 Y FACTOR Kd-D 85. USING ASCE 7-r6 AND SHALL NOT EXCEED 7HC MAXIMUM (A.S.D.) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL OE LONG EN000H(5HOU1L:) ANY KNISH MATERIAL (Xisr) TO DESIGN PRESSURE: RATINGS INDICATED ON SHERS 25 A 26, ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCL 7-16 SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS P MULTIP'LYINC THEM BY 0.5 IN ORDER TO 9.3) IN CASE THAT PRECAST SIONL, OR PRECAST COKREIE PANELS BE FOUND ON THE EXISTING WALL. P A T H C COMPARE W MAX. A.S DESIGN PRESSURE RATINGS INDICATED ON S S 25 a ANCHORS SHALL SrBC LONG ENOUGH T H i R M v TIMES! / ( D) NGS ER 26 GH 0 REAL HE MAN STRUCTURE E BEHIND SlX?1 WFZ3. ANCHORAGE SHAD Of AS MENTIONED IN 0.1) AND w O,2). IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON ,NUS PE.O. AS TESTED WERE NOT OVER STRESSED, A 331E INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS NM USED IN THEM ANAI.YyS FASIENERS SPACING TD WOOD HAS BEEN DETERMINED A ACCORDANCE WITH N.D.S. 7015 (C) ANCHORS SHALL BE INSTALLED VOiL01WNC ALL OF THE RECOMMENDATIONS AND SKOFECATIONS Or THC ANCHOR'S 1 WWUFACTURER. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE TEAS BEEN VERIFIED In ACCORDANCE WRH SECTION 1826 Or I THC ABOVE MEN rIONED CODE AS PER rEWSTPAT10N TESTING LABORATORY, INC. REPORT / 2032, AS PROTO(gLS TAS-201, 11 11 SHALL BC THE RESPONS19ROY OF THE CONTRACTOR TO VERIFY IHE SOUNDNESS OF THE STRUCTURE WHERE S,.(IrTER I TAS -202 AND TAS-203 IS TO BC ATTACHED lU INSURE PROPER ANCHORAGE. THIS SHUTTER SAKI ONLY BE ATTACHED TO CANCIII BLOCK OR WOOD rRAME BUILDINGS 2 THIS SYSTEM HAS BEEN DESIGNED EO BE. INSTALLED ON T..[ OUTSIDE OF 1.1E OPENNG Af:CF551nG 'HE OPENING FROM THE 'ASIDE W/O THE USE O' A LADDER OR Un T/M',: APNICATNA IS VMIC WHEN INSTALLATION IS INTENIEM TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR 15 TD SEAL/CAUIX ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS FROM " INSIDE OF STRUCUURE. CONTACT WITH THE BUILDING 10 PREVENT WIND/RAN INTRUSION CAULK AND SEAL SHUnER TRACKS AL: AROUND IULL ENGTH 3. SERIES7 1 P 1 I <I r REWIRED l -• D00 IK ALUtgN IS W ULABIE C SINCU AND DOUBLE HUNG STYLE WINDOWS WNFN INSrALU110N 5 RE OUIRlC L PA. PERFORMED FROM THE "Or Of STRUCTURE 13 SIORM PANEL INSTNIATION SHALL COMPLY MAIL, SPECS INDICATED IN THIS DRAWING rt U5 ANY BU11081G AND IONINf. I R(GULAI*NS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2GOD INSIALLAIKNN IS APPLICABLE 10 SINGLE AND DOUBLE HUNG WO 00IRIIONTAI SL..OM STILE WINDOWS WHEN INSTALUTTON K REGI.RRCO TD BE PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTDA^ 15 PRISM PDpID 5. ALL ALUMINUM EXTRUSIONS TO K 6063-16 ALLOY AND ?EWER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT LVALLM71ON DOCUMENT (PED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROMO. I INFORMATION fCR A SITE SPECIFIC PROJECT; I,e. WHERE IK SITE CONDITIONS DEVATE FROM THE PED 6. ALL MUMNUM SHEET METAL USED AT CLOSURES SWILL. HAVE 3105-114 ALIDY. , (6) CONTRACTOR '0 BE RESPONSIBLE FOR ME SiIERIQN, PURCHASE WO INSTALLATION INCLUDING LFF. SArITF OF � 7 SH METAL P T QUALITY 7 i - DON FIT., P E ALL SUER ER t AL PANELS SHALL HAVE STRUCTURAL WAL STEEL. AS N A 853 GRASS 50 M,P DIAL vnMZEO STEEL THIS PRODUCT BASE L.D. PROVIDED EL/SHE GOES NOf OEVMtt FROM TENT CONDITIONS QtTNLEO ON DESIGNATION W/Fy- SO As, (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SCF IS THE CONTRACTOP'S RE5PUNSIBIEITY O ALL SCREWS TO BE STMNLESS STEEL 304 OR 316 AISt SFRFES ON CORROSION RESISTANT DOATED eON STEEL AS PER DIN (a) THIS PRODUCT EVALUATION OOCUMENT WILL HE CONSIDERED INVALID IF ROMPED 50018 W/ 50 WI YIELD STRENGTH AND 90 w TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BOILING CODE SECTION 2411.3.3.4 (W) SITE SPECIFIC PROJECTS SHALL BE PREPARED En' A FLORIDA REG'S1CR(D ENGINEER OR WCNITELI Yf11IC11 OAU 9. BOLTS TO BE ASTM A-307 GALVANIZED STW_ OR AM 3C4 SERIES STAINLESS STEEL. WITH 38 b, MINIMUM 77FAO STRENGTH BECOME THE ENGINEER OF RECORD (EO.R) FOR IH(' PROJECT AND WHO WILL Of RESPONSIBLE FOR THE PROPER 1 USE OF THE PED. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E O. ENGINEER, SK41 10, ANCHORS 10 WALL SHALL 81 AS FOLLOWS SUBMIT TO THIS UTTER THE STrf SPECIFIC DRAWINGS FOR REVIEW (A) TO E1ga1 fOWnn CONCRETE (r) iW5 P£0. SIAL BEAR MC DATE AND ORIGINAL SEAL AND SIGNATURE O THE PROFESSIONAL ENGINEER OF - 1/4•f TAPCON ANCHORS AS MANUFACTURED By ITN BULDEX. INC (MIN. 1'r-J192 P.w ;.) RECORD THAT PREPARED IT - 1/1• f X 7/4' CALK -IN ANCHORS. AS MANUFACTURED HIT DEWALT INC. (MIN. r'E-30D0 P.s.l) 10 STORM PANEL MANUFAC'URER'S IAIFI SHALL BE LOCATED ON A READILY VISIBLE LOCATION Ai STORM PANEL IN - #14-10 PANEI.MMTE FEMALE to A PANELAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUK;rION PRODUCTS. ACCORDANCE OATH SECTION 17099.3 OF FLORIDA BUILDING CODE ONE LABEL 5H. U BE PLACED FOR EVERY UPENAG W! 3S50 es I) UBEUNG TO COMPLY WITH SECTION 1 709 9 2 OF THE n ORIDA BUILDING CODE AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• ANO 2' FOR PANELAATE FEMALE 10 A PANELMATE PLUS A2) MINIMUM EMBEDMENT OF 1/4•0 Y 7/8" CALK -IN ANCHORS SHALL BE IS 7/6- INTO CONCRETE. NO EMBfDMENT INTO ANY FIX MATERIAL SHALL HE PERMITTED 1/4• e-20 SS SLDEWALX BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. A�. N'F•� P'k� A3) IN CASE THAT PRECw51 STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON -HE EXISTING WAIL OR .' 4 h.DOR, ANCHORS SIAlI BE LONG ENOUGH TO REACH TAIL MAIN STRUCTURE BE«IND SUCH PANICS. ANCHORAGE SHAI.t. `� �'\G ENf�.'•.-+- BE AS MENTINED IN AI) AND IN A2). "L� - No.44167 I EpNC6 (0) I4_ExmU1AQ D''_.6'I•lA IE * • * T # a - FLORIDA BUILDING COD NI h Velocity Hurricane - 1/4' • TAPCON ANCHORS AS MANUFACTURED BY IiW BALDE%, INC .E ( y NM O • Zone) " l .3m WEDS ,rC - 14-1 I X CALK-w ANCHORS. AS MANUFACTURED CITY (Cm-15DD I.) s Off;•,• Fj 20 GAGE GALVANIZED STEEL STORM PANEL AS DA .: ..eN BY - �14-10 PANELMATE FTMAIL 10 AND PANF7MATC PI15 ANCHORS. AS MWUfACTURCD BY FLED CONSTRUCTION \ A MA Y ELM ANCHORS, __ _ PRODUCTS (m-2m 1 P.. I) A�`' //-- ---�� GLOBAL PROTECTION PRODUCTS, LLC. m o"M �•-�-��' ITLr C O p/ F H IRO \ ,Ra sal 51 sIRLv ' ry ttS,wd` Uq�tIbNA TMA1L FL w1. TI/ ( role n mw Prrorc Pe1)Rn_ -t nX "NOW -an, 10-176 nw. iW µ_Iv ,- IIW n, _,n PE stAt,rM11AlveADAR fA•-RW6,1} M..WG N- wRN A L ... .'.__. , 1 A.SR, - _ - .wn I. a a INJAIJ ATIONTAU] �S _i=OR _ER_ _20Q0__,k_� __= E-Z HANQ _$TQRM PgNEL':j,, INTO POURER CQNHHM�ETE OR CONCRETE OC .wN•D w,Dwn CPNr.1T -Tama '1°""m "-- 6} /� / C. 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UN"' N) a., WALL MOUNTING INST. SELF 3/a 2' FLOOR TO CEILING MOUNTING INST. BUILD -OUT MOUNTING INST. SECTION 1' Q s A E 3Je-• SCALE 3/e-I- SECTION 3' SECTION 4' I da e I f yr SK6n1/11aNa mut"ARMpR 1. SCALE 3/6-`- SOLI 1/B-1' Dr e+A f 1pP A6 tl 1L,Y,II IINIll1,/ (, ;� 1 L1) Cz A 11la .HAT] ai OII „'L �T, A. I" '%,, L r F v "Hn . l W ® L)) AI oN. UNTO III 1PGo ar "' ````"'. -- .....s ... A s E AK$ e.STAWIIOM TrPE Ix PR, )] \GEM --•�NI 3I( 6.3 i e % `S.If.S id(J YI,E !OR CO..M,[iI 0!R - L1 - O = N0. 44167 - FLORIDA BUILDING CODE H 0P r P7-1(t yV ADM'"" CIN RL -' .T Cott6MCD 1A TG %I, .NI G - P7a7O naw. Nc DETAIL I T NSA unoN.yo. STATE OF :fir ? 20 GAGE GALVANIZED STEE ow wHEAT Sw_ FN I' - _, y'D;3F ' '�c' ' T E�C O GLOBAL PROTECTION PI SCALE: 1/2• - , YIE11f XI-D 5*G A) A'A. (t%7If N11 i r` I, 6- Lrc , __ -. - to C6 O (D I -+ -• U S_ � O L_ =_ I- m -0 n �-� U N (n -`/^� C- � M U O `v -0 U) -0^� O O Q = L O W = S S,/ = O _O LL_ m -- _0 ICU Fz O Q) o r__ _ 0 0- E- .� ��C/z'� V J CI N C..-J cV . \ O ) 0- Q <� N N tr -Ix w d L w - = ^LSD A m aJ ,2 s (.) Cut G -3 '. P CIL O V O C aL. \/ W 0 • _ 4 C/D � m O i� 0 U m O U `(D M L L. ((n ' v m Z3 W Q z Z Q I Q_ SHEET NO. SH 1.2. MAXIMUM A.S.L,_pESIGN PRESSURE RATING (D.1ALI-ND CORRESPONDING MAXIMUM PANEL LENGHH %*._$ ucnUl F 0 RI S{ N M N L EY R SE E 1000 G STD, A E �/ SYST R R. _ _ _. :,t11f2IT 1. p(,$WIFIYINUY[A5$SDDRC 11a. PI.(IE i" A(P.r) AMMtEE n0M ' LICAbeA ro RATING (X[ ) TO 4Ju"• I:IxNO'RngN .w.o. -7es roe OR LESS ...--♦ ... 2 9/16• ROITrD t rB r. I-* ---- _- 1 ._ _•z*At 3'W .r6 0. -73.3 roe OR NETS 2 7/8' , NOI.r[D • : A 4,1 • 101R0 W/ I {Y-20r3 4' T3- M.T a WINGNr/I AT OvEAIAP k AM of PAW1 LENGTH MEASURED rR gaTT OF PANEL MAXIMUM A.S.D- DESIGN PRESSURE RAT}( .1.f,1 AND CORRE$PONQJRQ.M•1(1MUM ANCHOR i SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRLIQTUR A v ANe. N'.' S A ION_ ti P I _ OIIL_ t l� 'YA411-OR�_.S__.. LR.SL:LILEIS_ _I(!RL_i_.:LHi.L4._F. WNRAUA, ASDESIGN MANAAM A/OHOISHCINa SMR C 0, a 1/2' - .__ _.. _.._ - APPLIfAil TO .0 _----- TArcon C."- MM1FMrt f[WLE a nAANEWAi[ hJN urnoN5 I III,PRESSURE AN', QTIIBRMnON MAXIMUM, PANEL RATINGTo ..T. H[M LENGTH I. (W.) C N(W[n 10 CONCRETE lD CONCRETE Io COMCOM'a CONCRETE TO CONCRETEa 12' N/A 12I N/A 12' N/A 1'. N/A 1' k 2 (Top) tl• 3.6 to- 3' 5. 4" 5' 4' I. (BOTTOM) t- 12' 3- 12' S" 1• 6'' a' e" 1 (BOnOM) ER 1 14 6a.0, -79.3 N/ A -•- NA / N A / NA / NA / N/A 1 12 2 / --- 11' _- E1 2' (ISO OM) ---- 70" OR 1E55 7' N/A 1 6 1/2' N/A 4 1/2' N/A 1 4 1/2 N/A 3' (TOP) 12' N/A f2" N/A 9 1/2" N/A I 9 1/2' N/A - 3' (90"LIM) ' iT" M A / 1 ' T N/ A 12' N/A 12' N/A + (TOP) 12• 6" 12' 9 1/2, 12" I,. 12' It' A. (BOTTOMI ,,MIRE TO MO PAP ASD. DESIGN PRESSURE RATING a itL SHEET 24 FOR ANCHORS TYPE k SPAC.K MR NSTALLAnDNS .10 HOOD FINALE kaim MINIMUM ANCHOR SPIACIPRIS NO MIwNW FLOE DWOKE AR' NOCAim ON THIS SGIEDULL MR La THAN A I/c bar$011 ON SCHEDULE Eo ANCHOR SNORT tN a/ CI lrt FOILD USI r e10•el SGaDLA[ ACtORf FOR L WVM39w TOACIIIG TINS ro ALONG O91A.. FACTOR OPD1,GIp1 K I'OMei Rta11Cm fF LL USING AC OP S RaI 1! Ll TNYN WN"N AfTIIC. INDICATED F fACH AY. T 1* 91DICJL t OR LEGAL TYPE A AND,IORs 1 4'. 1 /4•. , 4 /'• 1A' / AMONII 11R . __ __ _ 1•IRYM1[ PAN[VMR IAlL'OtlN CAM_r w -VAKF frA,wFr ILL)_ _ -_ _) 3 149.Mr4 o.r.r TAM UN)DA) n. p., --. ?..- - 3- ---1-- ! �._ fA OF=@ IBL10R I'Ir ---- - -- - _ 0 r _ -I N ----- ,m HLO - N1o,,�FP A TI[(;;%',. �P-- `\CENS� •.9'I No. 4411if I! _ * • le c *; 5),Of ., fC RIOR. �y11 IV NW4 IIH"'t %EN/wPMTU%:/MN- f I yl + REOURFS Mar DS'AK:E BETWEEN BOTTOM 01 PANEL It ANDt0 eE I ' 2" /2 - 1 Mv. ^1 ! RTOlPRES 4a. DITTANCE BETWEEN PMCI •} -} fO11Du G ' AND (7) TO BE 3/16' 6`1 ,.,3/16' I Now FLORIDA BUILDING CODE (High Velocity Hurricane Zone cXnO TKTILIA - 20 GAGE GALVANIZED STEEL STORM PANEL OPM,w n \ IL ETC O HNCROD--- GLOBAL PROTECTION PRODUCTS. LLC. --., " srMIN [*RFS-•-(tlaw[[woo t TI", IT.- ,s,T 20-176 s ,.Irr AMRoa n.... Don rR-TAM. r... Pon V, "POW, (604)w-nAk rM ([S,tbP-lA7 -- PrAHRO No_. CA-000011. ♦n. w4,rr PIA .ALIp A t%LIT N,4I vr E - - NHEI 25 a Je COMP9NENTS FQR REGULAR, LIFE SAFETY &- E- Z }jp1�G__-$rQTt�l PANEL SYSTEMS (SCALE 112- 1 -) - 15.125- (TOTAL W01.) - _ i - 2.,67, _ 12.500• (FErECTIVE VOIR) f... ,.f_ 1.T -.195- 1w. - 1/4 ~20 N/4L STUD CI- " ,- (. , I _. 230'r- -371 ,25. r ,O STUD • 6 a 500 •. SI ..-,.350• - I KI.SUD' ,��• NOD' _166'- ,Ua4�a, -I ,/rA••(7R,VLR"o) .250 e66' THI! 3.J75' .o9a j., 1 1 •'HEMMED GAVNNIEL' $1 EI'G 'NISI ). i V 1 �,- I.E71" f-14 l nP P. .00/' - ' .. �A'C"RIASIw A653 _ ` J,"GRADE RO MINIMA HEMYE[I 7 T75• - IG 60 CMIN EERIE �I_.__-. .-: O[lAK A {F , I' ABM• 1.500'---1 11 0) STORY PANEL I _ . ' 375• - -TYP y (YP.) ._._, }5p•_ - 1.350' - OCTAIL A -- - N I - 2.DOD' , PAWLS SAS, RE WS'TALLiD ALMYS - 2.307, - FRM LIrT TO RIGHT e'/ 1/2' LEG AT ENO A' UPI SIDE Of PANE 2O 'H' HEADER (3) "F" TRACK A ANGLE WITH STUD PANfT 'S CAD, EI° / l r- I ��-umf P 1 E°tE GNLLVM IZL%�STEEL r ]0 r / I ,aARRO /DGL `�.t ( 31S 2 e/ Ri6A' .��' _ %� t ' Z E •.625-"--' 0.375• O.2Ia•9 I 1 H0.230' _ ` , .07' ..625' . "070o• 159I ��-Soo PAW' 1 OR - 2.250' - if• r - .r I�7To'• ,� 'C�J I / an ISOMETRIC VIEW DEjAu _9 03. 3 I SsT I �" ROUNDED CORNER • ENDS OF PANEL'; I - ,�, MI* - __II -1 ._ -2.SN' END LIP w/ HEMMED EDGE I J. 625' 11L2A5vF�/E -- (N I.S) 11 , ..-��,_ T MT M R AU,t_i ). 1 FOG[ pf PANE: G9r 067 ' SU KFY HOLE WASHER y�y 3 750• 072' (TYP) 150- 3105-HI54 ALUM ALIOA © KEY HOLE- AT PANE ` 750- - 7_12A- , ISLE 511CII 6 FOR ADDITKA✓[ r�--------- I _ 150' - .$I,- URF P"•1Na M SIZEVE LDITTI' K , )'. I ' - .DOT' _ _ 12" I L owl VALID IpR INSIALLAIgMi M10 O SLEEVE 2 1 /B" I L Non➢ STRUCTURESzso I . MAX. LENGTH ,w I 125q ,--2.o0D - 2.000' 3 7541'- 193'127' 2.0001546- - I. Ila' N (TyP),Ip50'6O7 REV. 'He HEADER 0 MUM HEADER O_ 1 - I (r7o t�l _ ,' MN TO 5' MR.. O S LEMAX. 10 I LENGTH . II, NI 11 "J" TRACK 1© PAHFL HANGER --3.000"-_._ - 606E-IBA ALLOY ASAHAV , 'rN1n H 37{'- V2pb1 lM2- P��ER •A',/�[/r✓ ,� (USE ONLY Lt�l HANGWIDE)5STORM PANEL I r .}, 1' 676' L-- w7o_ 127s• wN- - �:-' \,\CENfIF *.9 SYSTEM) 6C63-16 ALUM. ALLOY L I 1 - No. 44167 -i FLORIDA BUILDING CODE Non High Veloc)1 HurrlCone Zon. t.67t' .. (.. . 2 000" I + 9 P 1 125' .-' 250• 2 - 1T3" ',1,, `,}, f--MN a S� MN. a o E--.. .PPI. TIM, nS rI. I AID• 120„ \RL ! - _ _. __. E. (- _ g f-, : L 24 GAGE GALVANIZED STEEL STORM PANELN,1 N. I L * oso STATE OF : v.. _. __.- __-_-_.- --..__-__________-.-.___._ •- 2000' I (TT'P - --- SFi SECTIONS - - - .11, 5, o'••_,F,:.AaaDD*.•U�t1 IL E C O ,wc�� GLOBAL PROTECTION PRODUCTS, LLC. °'na1,/Tea° V .. - _ EC IO m s1letl 67' - 20. I - Ta.n, rwF3H,T11NG N•. s "T+r.E�"0ilwea"A�MA'f`I,.L �// , unML Fwi P•-,sW ,.. nNu .r•-,M, nlc,W lwM- T- rAirl l9A.A•9-4>vT I 20-175 13 SUILO-OUT "F' ([ BUILD -OUT "F" TRACK 18 & S WASHERED WINGNUT __ _ - ' 1 11 e ; pNW,NG - - TRACK ANGLE (7AMAC 3 ALLOY) PE-,,siawhAr/LMTI .µRR A , ...H1A1 PE. __ m PRut J w 11 l.-.. _.'---......_ _.-._ _- - -- CONCRETE ANCHORS (SEE SCHEl1LSE ON SHEETS 9 '.HOUGH 10) 71- E D [xISt1NG POURED % �. CONCIIFTE REQUIRED ; ", I. F, ; . `X` ' /4, MAX 1 A - 1 N I N ---------------------"---------.----_-.. _'----------,- INSTALLATION DETAILS FOR REGULAR PANEL TV INTO POURED CONCRETE OR CONCR TE_.-L.QCK._--HER Cwff.5 ALTERNATE CONCRETE ANCHORS LOGPDN (SEE SCHFIXULF ON Ex STING POURFO CONCRETE EXW5 K POURED CONCRETE %KCETT 9 THROUGH to) OR CONCRETE ..;Loc. OR CONCRETE BLOC( REQURED REOUSFD _ATEAIATF LEG / (. { ' '.00AT,ON CONCRETE ANCHORS J (SEE SCHEDULE ON i) SHEETS 9 TNROJGH ,n) 12 ('7.T• IG -- rP . ft illm IPIMU 'M"O'9tr[e OR �''? � Ii/2' 1 11/4" /.•-EO,I. 33 MS w IA,r MAX_ CONCRETE ANCHORS -L.,- • ,a •n' oG - - (SEE SCHEDULE ON Tin• _ - 1 1 SHEETS 9 THROUGH 10) , 11-20I,• E LD 1 E.0 1 ., e i I/'-.. :�;;, ( I 'L" VOA. 11 PANEL LENGTH CXI$IIN"d I E b r �) I I (SEE SCHEDULE CLAS:i Y 1 1 , /" (i I-~.�T- Min 1 UH SNECT ] S� r. 1 1 //l�/,,� +lj�� 1, OR SPACER R 1 1~-HEN,• f''I lr r" I -() I SEPARATION 1 'CU A SC,H'. fT.Ali. f. / /!/%. 1 A L Y N EA ✓"r I TO GLASS. 1 ON SHEETS 1 '. I 1 LRI�QIN o >-a') TION TO GLASS I 1/.•I-A1' 1 (SEE SCI4EDUEE I 1/1'1-•e•,' 9 A ,D V' "l' MeM. y .� n•(SEE SCHEDULE ON I a a Is w 1 ON SHEET 3) 1 V. �I w SPACER tl �`! 1 { 1 PANEL LENGTH 1 SHEET 31 A / I !FL TOR N,tei 'l Ala.. I -- / . } ND r,rr rrral j (%FE SCHEDULE r '4 'r' ,JIwIN AID, T-W) PANEL LENGTH 1 )I'. uNcN - T-eT L6n 1 I 1 ON SHttl 3) L I (SEE SCHEDULE 1 -.I Y SEPARATION 1 {�7 � aLAss"i I ON SHEET 3) pK9 j -1 TO LASS. 1 ',-'_/ A I I _ _ 1(SEE SCHEDULE 1 ,J 1 .. �,' - SOIL , I (A+ SHEET J) I sox - - - �'1 __ : - _. 1 OF t• \'J or 1' 1 A I MAN 1 1 MAX I .01 Y C, .j- 4--ii� I I Sal i I 1 e t2 1 ac ` I I I r L EN•rn i Of IL A i1 ' �• 1 I E i �*1__ 1 tl Ex slING POuRCO ' � k CONCRETE OF wNl OR SLAB EDGE R RCD LOIN /4:��, TNT Cl3ND11HON) CONCRETE. ANCHORS a ,: (SEE SCHEDULE ON _.._-Gb.._ _ - SHEETS 9 THROUGH 10I CEILING ANp-RDQB MOUNTING SECTION 4 SLUE .'✓6-1' r -- II ,,.r 1o., 111 ±ego KW san CONCRETE ANCHORS � e e I/.. or (SEC SCHEDULE ON "t R HR f.,l 1(.', T EE15 9 W EKESTING POURED CONCRETE OR CONCRETE BLOCK ACQUIRED, E.D. - EDGE DISTANCE NDTE.EMCOMBINALON-IX--5EC11Dx5 (SEE SCHEDULE ON TOP & BOTTOM MO(1NTINCrS CAN BE SHEETS B & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. RU111 QtIL MQllNlltiSE 51~&T Q5 '".l , ,.'I,... A°'IRA TIT[/ 1� �,\CENSF l`'' �9'' 417 0 4 6 * I. i * :* 4•'• STATE OF; , 41 I MAX 1 1; -- I CONCRETE ANCHORS ____ __i- (SEE SCHKDUIE ON ... r� Hf THROUGH 1 1 MAN UYINIY S .FTT 9 OUG 0 a LONG N. ) 2 / 8 i.` �.J 1 A' VALID FOR SPACERS • I, / AND N. D U EESTNG POURED CONCRFII ALL TESTER I ANT; PANEL 1 _ LENGTHS PER SHEET J OR DRFTC &DOWN 1' MAX,LONG ALUMINUM SPACERS • ,2 1/2- OC. (SEC TABLE 11 ON SHEETS 9 A ,0,) WALL MOUNTING /DIRECT MO NJrW/5PAGiy OR f'3A1 scN 3/6-I' FLORIDA BUILDING CODE (Won High Velocity Hurricane Zan. .m2c r.Rcc. •.. 21 GAGE GALVANIZED STEEL STORY PANEL rN PAR T a3/Ir/m10 �' I�L E-C O ENc. \GLOBAL PROTECTION PRODUCTS, LLC. MR _� "- T Trl [WINO • [ [IRO C l• w ,w1��.. woo s.. it steal ANY. R 3f311 ., MI .K.v IRIS, n.-—ie�A I., OFF,.iN .RADII FEN....-." -: (TSI- 7M6, PAX (w)e...... 2D-)75 _- t A, Tull MIARA A Mtn t. PL �'-- AO j1.,y i>*/rT _-„- Lww1T w - 1ANL1 6 0I ,9 Lk H, i IN TAL,LA.1 ON DETAILS .FOR SERIES 2000 OR 1000 E-1 HANG_ST.QRM PANEL ,L' INTO EXISTING WOAD STRUCTURES . ._.._.. ' I ,/1'. IA; W- tw- • A• or, w! - 1 -r I/2' YN rlwfAD<D rparRARLM' - I. yT -,- ]' 4+n. I I. .a,* '..I I/.Y LAG $C" • d' 0.1 w/ To 10 frw4 WOOD NGDDI /' ! - yr M n iMEA Do rc4rWATgN I AEo wra v.. AG fCwEYK • e' o.G r/ ,� "'� _ _ MT all ON CIx:E 1 /7' Hen TRINUPOLD PaIEIRATIP, _J. -Tp GPSTA,a em0 NUDEA. TO i16TINa WOOL ,./ImR. f �t HA N.. G,•,. d a 4 f • u [Aa or . �{ 1 4'A-2 P M O I o. s _L i rL Fan• I,I CnE ✓ 7 _ � [ant s Ki. ��. � 6 6 P7 Y•T - �la / 1 i -i" , I / �i, f �. Mn NU1 , • EA ERe a 0 ) i • a at I S �I T �, 4 ca,lt IRIS Y .NAG rs• 5'C N S .S I "f. scRE C / I I i' 1 1 - 70. iR1A Mn. •MOOR➢[➢ PENITM 1 U [ID, a A lr (TOE vnAE s/T. k tl - I ..- HEAT M.. Z/ 1/d� J/)r '- IV IOoyTwG HOP: W.M. YdRY NCR, M �LOM)-- I � p, rrRW,& cry.) '. _ ls[c mw I/z. [.�111. Ir `---� 3 I16' vl, (NOivrgm ® I4 ca,t ►1 u, gY . 'L! 1 - _ Notj )AK;toy, Wppp HH(ApCPRI J,,, ,aOLARat l AOpp NDy�[a � -� AiClrplE6 ! t /- 1 7 9/w MI, 1 1/.•.-W.31.• 9 1 ./w MHO. I // Jkll ION N.S, w/� }}11 SfPARAigN 1 IL6.•wI °/�OI/i 3/J7' i rM/YNG~IW., DI 10 G Au // I WINE T • IRA /{ 1YCAr O.EIA,W .- I EXRY OVIRLAP 9 / i- Q 9 , $g , I w I R 1 7 F. j # N _i I 1 'R a p t 'r 9 1 T-- T �� B 4 "L I S %•CM1 _ i_" __ f - . Ili I 1 1. ,/4'1- .v . b S A '1• ,/4 • PNELAArt PiIMA[ O P - (� 1 v' D, ruf 1 Il vANawa[ Pws w/ .i- • Ij j'' 7/0' Mn TRItEADD) p/AA'p)4{y'7N 7 w)N/ RrtA1�SlAfYY°"d:� NDi[ ,A BTIJXr) P[NFIRATIOK• 17 I/J' OC ` , -- I/A^II LAG SCAEws • 6. O.0 W// Eg„ (21 7'•.. j I + T/2' Mm HRIApP.O PDACM/ILgN • -to," kA REW.SD `y,) I)pry/°I" 04 MAIL BATE SMt W0A0 V yy�FI�AA�I OR °N EDGE ��k�� --_-_i_' \ ')/6'IM PMTRATNW w ,)/• �CYY /SSA�LILY 111--- VIA Q IOOfI ]fII WALL IlIQUIIIINQ Wom GATE -`1"rE ALTERNATIVE 2 1W cul OW (SIN iDGt ALTERNATIVE I "W -,--- - sA.r 1/.•. r 1 . TIDIM r__';,I I. IRStALLATODI ARE CWLY VAIN: TOR BU WQS WMIH A S D "L`.K+N DA:S LM T. +06.0, -75 3 PI AND PANELS LENGTH UP TO s'-10' 'I.. _ 7 FOR NEW WOOD rRAAM CORSTRuCTHON WOV-1 Y[1M3FRS t0 BE SOIINERH RAVE No 7. W/ SPCRY OANSITY 0r O56 C41 EGIM,L I - ,.j SE>sprcxX:A Na AtaAtTfMENtS r0A Flu Jr III d.A EAT Ai rT7P Ay wn, AA &I � PA161 COMACTKN TO TPA: AS 17A AT w M VIA= Y T 'nPoo� P T�OI(�,J [� tots OR JODO yf'R,r, ,NSrN.uTGR !TwC Iw W(In s ,v _yrt MLMM Ai TERTLV NAE TOP HEADER WOOD F Tor . WTTLOM Mpsli.Ty CAM M' COMIN ND . ANY .CONDITION t AHCMOR LOCATION MI To SUN'.ANY NSTALLATIONN. Y.ur.: 1/1• . I- 4(VtF "'I'NCR RFA.Y. NLN S O" IGM „-1, 2 0/,6• HMI SfJMMTAN TO GLASS 1-1 P 'v,\CENSF' !p' No.4-' *• . . '`O star OF , - 9'•. ��,77r [0 1) SS��N-lECG, 7"',-2D�4 A41r ,. l LHdE,r rE s ,VV#zwrua/YMTr u , -• 1 PIS. W NEAALP RE UJMNII _. S :u i 1 1 a 1/Rr, - ' Wn --ADMA v, I/IY-I/p3/1' CW-� t0 GLAL't r/1.4. 70.3/1' M� MMNr NJi�/ } 4�/.e JAW M C: le I erIG N� �/ rvm OAE3seM IRA CVERT OA[1RAP 7 I �0 1 1i 1 i I I i 'r T1 j I . F § nl N r Ks I R 0 H 3 caK I$ f I , III I I1 _ _ 1 �+e ^� ;i I A/// *, 9&r3/Sr Wwc I 0 8 I• W, L_ R INNS/ �... pk -1, ITT- 3/ • 5 w,T 'A 1 250 jjplC IF E 1/1 _ M11' l•. •,a' f{ e 1/ {'r-20.7 a' M3. I 7/9'e S TN0.�F1tiCMW NUTC to 0W I / .3/ J ��n s t eL ) / ( Can1 FAll6 NLR./tI.Ot 'r LAG SCREWS • e' O.0 W// - -t/NY LAD, tICIrWS • S' OC M/ j •,•1" Mn TMIC.k= PCJwl'A%- YM, (a) 2 I I/T' 4h IHR6AOE0 PENETRATION j:•} -- Mn. "' • MOOD wV00 PUa Ra..NNI • OreITM D PLEA IAA,[ ,iPCLxRtn fU,r HALT OR ON cow' ' BUILD -OUT MOUNTI IN hjuhiti INSTALLATION eT12 ALTERNATIVE 4"W "(A:k 1, ".1 FLORIDA BUILDING CODE (High Velocity HurrlCTIn. Zan 20 GAGE GALVANIZED STEEL STORM PANEL ;- •, a / GLOBAL PROTECTION PRODUCTS, LLC. "M/" ` ILT IECOENC .1 6MI 5.. LT, 51RFPr iiWs �Y'E+'i5"iZll cliff 43-c3�N', ..wF a1I,. PIIaAr. (AS.KKM ,w,, rA. ------ F 20 - 17d bri m-,N, .,- T'-'s .'-T�'r,... .� .0 oA.eMa ,w .. - - -.. - ------_._-__._-_- ._- ..-_ __ ___ _ __---- .----- .... ._._.___.___ . __-_--.__-__ MAXIMUM A.S.U. DESIGN PRESSURE RATING (D.a.f,l_ANQ.-MQFK5P-QEDM 2/4 t/4, 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL M LENGTH -L' SCHEDULE ONLY FOR REGULAR STORY t W/6, 2W/6. 3W/7 & 4W/7 PANELS INSTALLATIQH _1�Q_P.i2UREQ_ CONCRETE CONr -DI -.-&--WQQD (t) ANCHORS Taff SCHEDULE oN ��,�.��,,R,� _ �; yl'IMI•L -'•'"` .--- . _ . _._ SHEETS 1, to k l t) ...--`----- - - 3, "*- M dNrl c PAN[14UINRaTRAINEM 51NGLE_.P.ANil3 : RESTBNNLp.At L,.LH 6 -"' o - o ---] ATTQP__QR_fl0TT91f EHQ._W,1)t1RAQK5 ,3,- 4i�QAJ-4 08 D.M..0.(�3 -O- I 'I r ,--T--I-r-r T '---r-r T � . r r - r-r r r-Y-f- -I� ._ -Lr-I VaTIf_TBAGKS- &R4 9 QIREO1 lJ0VRTEI) AL MEIN, NQ• -T MAXIMUM PANEL LENGTH "L+" OR L-" (ft.) 0 MA%WRN A.S.D. CONCRETE k WOOD DESIGN PRESSLW RATING WALLANa,S t A.T. . or - (D ) ( ) - - _., L+ Er xio uo Ito' na' -Ila uo 0 33400 /O'-lo' /0'-0' V.-4._ _ -. _. ..Io,-I. Zo _ - - �. a._r. a o ---- s -r A a• ADC-._. 6 3' I;._1. - rS. e a" /' 1' - MaO 7 e• 7 a' _ --�-2i •- 7 .r 7 2' a W C 77' sa0 - TF30 -- P o' r .Y' - r D. 1-,. a a" f z-• r q. S /r' - Sao oxa - -.. 1000 _--16-00-. r-P '6. -r .. 100 .S_7'_ "5 o -- 3'-e" 1:99 5'-3' MAXIMUM PAN N U EL LENGTH "L+" OR "L-" (ft.) D MAXIMUM ASD. DESGN RAVING (P.N) (. m ) CONCRETE k wow INSTALAnONS t b LA 70.0 - Tao II'-e• q-o' ',. r,.-r 300 Ir'-1• 10•-T ,LSO r0'-10' d'-0' 400 01-61 9'-l' ALSO P I' - I -1. r 41 - 4 -0' 4: r - 1'-i" 1-1• P'-,/' - Saa -- SSO rG0 41io-' J-r• i z' )bo 7•-,. e•-W _ -M0 7-21 r'-e• --aoo ?--a- A.a. RA0 FOOD -. 7 0 E•-J' .8-,1' $'-r -Ioao 9'a• Ate• 4 110.0 - 4'-,0' M9WUY Sf PNMKHI TTO GLASS SCHEDULE _ ----- --_._. .._-_- -_. -- - YAXWNFM WINO SPEED c 170 m.9.N "D SPEED > 170 man " L LENGTH �_-1..�. - I, UNRFSTRARED RESTRARII.D WRESIRNNED IESfRMNED M OR LESS 1• I. 6' 6 1/4• >w TO fA5 1' - 1' 7 1/2' 7 1/2' UIWIA/11M PANFI IFNGTLI Onl FOR A GIVEN MOUNTING CONDITION TOP D1RFL'1 'n' •U• ' "STUD kII s" ,I., I ANCLE e" Wr Y TRACK OM WHAT /IL ORDEAL I NFADOt TRW TRACK ,Y /AR 9 - DIRECT M17W1 46" 1 32' 3T' 1. 116" 1. __ 50' 4 1.SY1 S' STUD A1KIE 1. 32' r 32_ __ JY * .2' M. �. d 'F" M.,:. 1. }2 t 32" 42' 67'v LID' - fA' -56' N S-b '5`S T& _A 1-81 50' �___32' - 11" r0' S9' •5"• w/3uLL-°'h'4'-fi+A�l`-_" WOOD HEADEP I REOUIREO ®WOOF® II ! I I tI t A1 I,'-t.'N ��- I, � --- -� - .j"I -\ - _ L5 W _ .1- -t _ __l 1 _. 0 -- -- .. ' � � _ _ _ � _ i. riIILd_j�_�._ 1 1 T. -7 F ' I f UrNBa1F1) ABS l BOLTED RINSES W/ 1 N-20%1 (SEE SECTIONS AS ` its. Y.S. ear w/� a� �F-AfOVERLAP APPLICABLE) ( (SEE SECTIONS AS AI'PLNGAABL3-J 1 ; 2 i ��-��,7 i I J I�"-� ' 1 . i _� W V " 1 D. M.. a . a , 01 e Io 0 I o - - I -.,I, MIN 2/4 -1; 1/4, 3/4, 4/5, 5/5 & 6/5 MN 1W/6, 2W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON SREEIS 9, 10 &IT) - REGULAR SIQRM PANEL ') ELEVATION 2.687' N.T.S, '/1' Mar GAP (PAN. 04" -1 WHOLE MAXIM ' r /,. ,< - AUT GAP SECTIQN A -A T 0 N.T.S. MOTEL: 1)(1) LA MAXIMUM ALLOMMRE PAIL LOOM VON A GRAN P051NE ♦S.a DESIGN LOAD -. MAX. ALLOWABLE PAN:] LENGTH OR A GIVEN NEGAINE ASO. OFLO. IGAO (2) PROCEDURE TO DETERMINE I/AUINW PAL LENGTH. OWN A POSRNE ALSO. 0E54N IC,AD, DETERMINE MAXeARJ PANEL LENGTH 'L<' FROM SC,KDVIL 'MEN A NCGAINE ALSO. DESIGN LOAD. DETERMINE MAXI4IRA PANEL LENGTH %-• PROM %CHFTNAF INN, MAXIMUM ALLOWABLE PAWL UIPCIH IS EQUAL TO TN6 1@lallb6 OFTIMPIC PANEL LENGTH BETWEEN 1.%' AND l-' (3) SEE SCHEDULE BELOW FOR MY, .ANL LE/TIH FOR POROSITY OILWFDCAIWxN t NSIAUAATONS INTO WOOD ARE LIMITED TO 195 P.%1 MAX. ALSO. DESIGN PRESSURE NI, " SW�1 ASFR�/ ;5 R, 1e k , W MAY. A.y,o. DFSKN LOADS k MAX PART ^rHCIHs rl%I ?, .SQ\'`.. •![C/107tl,,y IBEDR SPACER CAA, 5 USED -_-_-- I. ^1FF . • L tN '• FLORIDA DUILOING COOL (Non High Wloclty Hurricane -i Zone r 0, 44167 `J i0 W1RCV% "` 24 GAGE GALVANIZED STEEL STORM PANEL �'P. * Wit, Ta CD� }�-�� ^ TE OF ,'"z ITLTECOINC. `BAL PROTECTION PRODUCTS LLC. Gl0 I IRA•[ G '1, •• --""' 14 �,�(�, 1CARL NExN S. 51 sncn 1131. 0 -t7 2 S TAINT r[%,•.a ! HOI LP S S 'rr •. 4I' N� • • --- M nloH[ w -rT1N TAX w -e1v1 L,IAn.IC N, Err G-ONUUT 9 NIINNIEIe tAPw/0"T _._._.. -_ - - 1 - Ie %FtTp A k 0 W., PC t N1 _.. .-__..--.-__-...-__ _... _ INSTALLAT1E-TAILS FQR REGULAR _ -_ __ 9-.-.P ( IN1Q-W=_ T TU . W(100 ANC,10R5 _ ., THE SGNEIX1Lt ON F I ; ) `/1•P.. vr, CIA SHEET 11) �� r • • ,p• Ot: J',I *000 ANCHORS (SEE SCHEDULE ON 1/4• SHEET III C) ,p f 11-1 z MAX. .I WOOD HEACLR .• -_I i - ' REOUIRED 1) 1 ) MI, . I `„� 1 SEPARATION TO J 1 'L" MAX I {..._ GLASS - I PANEL LENGTH 1 I 9 (SEE SCHIEQJII 1 ' 1 1 SEE SCNFDULE E 1 I. 1 Dl/ SHEET 3) 1 ON SLICE' 3) / _. -..1 a5 WL a r� 1 N a o.D•AP E M,n. I I 1 /; 1 I 1 Our nW PNO tDEWR on T-e7 SEPARATION EXIST"o 1 TD CLASS 1 1 I 1 t ff ! SEPARATION TO GLASS -_.. 1 'I T 1 •, _ i I ISSCHEDULE ON SHEET 3) I 1 tup-•-tor,- C Lou• O G -.��.,� _ .... - I-. ( t Lac+• 0,v1 r-C) 1- -. I.. 1 PANEL LENGTH CASs lE (SEE SCHEDULE I ._ . /. _ .._A-- t ON SHEET I1409 SPACER LENGTH1 1 W, IL 1,) IxMALK Eq I �A- 1 I EO i j I" _ I I -1 t• MAX. LONG ALUMINUM SPACERS • 12 1/2• 0_C. (SEE TABLE 01 ON SHEET IIT SEC NOTE " BCLDW TOR LIMITATIONS FOR 1-" MAX 1 F/2' LONG S1VAS. PANEL LENGTH I (ILL ON SHEET PAIL MOVIE POMACE X) OR PANEL WTC I PLUS (SEE SCHEDULE ON SHEET It) 2'.4• WOOD aA555'B--•'-c '1---- 1 GLASS .__-1 (SEC SCWOLE 1 r. PL Ai[ REQUIRED _ E I r ON SHEET 3) I -�� DIRECT MOUNT W/ SPACER i- I, ; __ I 'lE I !! ALTERNATIVE 2W' - 1 iT I 1 . ITS ' SCALE 3/0-1- 1 I \� I 'a SEE TABLE /1 ON C T 1, fOH WAX PANEL LINGiHS 9, j I Or IL I e 12 I/2' O.C. MAX. A .D DESIGN LOADS FOR T1AS INSTALLATION. 1 MAX, EO 1 )' _ 1 _ _ 'Ili 4• I e 12 1/2" 0.0 i I 1. ._C .1 CO1 R - .. _ - _ --I-------- - _--- 1 _ . 'f;. - I WOOD µC14ORS * TILE am. H " i RE W .. S AGGF D STUD La 9AAa[R w wY BE I , J' LONG IF , �. _ -._.1_ _ -. (SEE SCHLDULI ON / i - 1,-__.---_ --_-- SHEET 11) (1)NTI-TON 6 LMaTtO To A,TM PTOR, wnww'T wn" 15--0• 2'.A' WOOD -F`�) i *0= MA " Noor HDaH, III" n A Rrm.V,cm FRRI Nw PLATE REQUIRED WOOD ANCHORS I WkDNc HEK.R OAMIERRr NWAND ON T 11). STAGGERED w/ STUD 1' SHEET srPA wy o r0 DFASS to 1/44 PLAT' REQUWOODIRED ! IIw s,AS l wY IX REIx ON I0 I/A' AT I PLATE RFOUIRCD (a) 1A.G. I DaaT i) COMPONENT &PA D (PEEL wT TEMPLE CON (SEC 9CHCOULE OfH OOM AS fM fou.,lwAb mlHortlOrNS ARE UNIT& wR PtUe) SH", l L• 121/ YA.0 1 0 4 ,/.' aC. SHEET 11} 001M9D ,RTHr SR�eLf 4)A A[41MICgN •TIDY li 1/Y O.G 3PApWC AI}}e11O ft O) e•NMGM Aso ccwc. ,TRSSURt RATING A AO, -0 I (3) wx. n1 MOE PAIRL UNOM a UPRIF (O N' Al NF, OPENING M "Ma" STOOP "NO LrwcM rt �I�1-�, Q I��'- / DIRECT �� ,�T tTHe w A NEstnlcrgN FROM LARGER RF,HEL LDAGnO ALLDNTL OR 12 • I ] [ 1 SCHEDULE. sHWR 1 I ) WALL MOUNTING (3) STOAT PANEL NT,AL4IVON R OKI ALMNATIYE 2W .) I ,/2• LOAN TPNXR COYr00n FN, DMM K Y WDICATIL ON ALTERNATIVE 1 W Nro AN ExsnN ram 1AAr NAIL j e- � 1. � 2�? ; T- 3 AS Ol �aa ITS FIRE. ` SCALE 3/8-,' (A) NYLAiLATIP+ OUR PAY FOR VFRO I I -IPA STANWP MeD na Dno (TIN EONON) Or THE ROAM ronQ 1. I e 3 TER Alto, I , - H NC CODE NEW-96. NA5 „Aw.1Fr1NN,.1, f1QIF5 it - ' \,\CENSF':�9 ss FLORIDA BUILDING CODE (Non High VelocityHurricane Zan 1 INSTALLATION AR N V TD FOR VAX. A .0. allozr IP.Ww rH n. E ONLY AL s • N. - D 44 NOTE 1NAil0�DE5ECLQNS161 C P NO .FOR .COINS21 GAGE GALVANIZED STEEL STORM AN DESIGN PRESSURE RA (ps 1) AND RANEE LENGTHS = * * I * � -_, _ __ _ 0 EL �, Y, PTFR A PER SCHEDULES ON SHEET 3 (EXCEPT 0 - M Y WAY CAN BE 5 I TOP & BOTTOM ( m Almo - e h. T: A S ATE r D GLOBAL PR CTION PRODUCTS LLC. 1 Y WAY T AN ALTERNATE w• OTE COMBINED N AN 0 SUIT ALE E 2 , R ILTTE C-O NC. M "I - N$ AI.tATtON ", GRIDm*INc A cr:a"cunNo coFIP.Rr yy1C R yTT 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD U4o R.rN PWm7AN n "Ir k IL ari'P`14v I-.ONI F au, PRat, twNAs-Taw, rY (w)uP-.n1 20-175 MEMBERS t0 BE SOUTHERN PINE No 2, W SPECIFIC 49 S/ N ,. rNP,.N.... _ E / - aeNww w r nA w .P.w. •.. a-000A DENSITY OF 0.55 OR EQUAL rE41uRA{ TUREMAR wNRR A. Ieln ,, Pr _.9..^ `.n+z ..rt WMn • or I. _- I'tN1•M uF •It 7 A GENERAL NOTES NM•I�pOPIP Aff i ! E-2 IWID SVOIM Adela l (C) 1D.u5!m-w"l,-."..%ftxflc.GBANET-_4_::--Q rt2Lkiti.J I STOP vA+HCL S40WN ON TINS PRODUCT CVA,UANOrN (KY,'IIMENT (P E.D.) WAS BEEN VERPIED FOR COMPLIANCE IN ACCORDANCE - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED BY IIIF RUILDE X, INC j WIN INC 2020 (AK EDTION) Of ONE FLORIDA aULaNC COOL. IM,S STORM PANEL STALL NOT BE INSTALLED AT HIGH - 114-10 PANCLMATE FEUALF ID AND PMELMATE PLUS ANCHORS, AS MANUFAC,UREO BY ELCO CONSTRUCTION PR(1DUCIS. VPI.00I rY HURRICANE ZONES IYMu,-;1A0[ / fYROWARD CWNrTE5). - 1/4Y TAG SCREWS PER N D S DESIGN WIND LOAD' SHALL BE DETERMINED AS PER SDCIION 1609 OF 'HE ABOVE MENTIONED CODE FOR A BASIC WINO - 1/16.9 . 5/6• WOW BUSWND, AS DISTRIBJIEO BY ALL POINT ST'R[W. BOLT k !PECkMtt CO. SPEED AS REOUWEO BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DWECIIONA,ITY FACTOR -t AN % n I MAXIMUM AS DESIGN PRE RATINGS INDICATED USING AXE 7 0 D SHALL RO E EEL. M AlU D. DE PRESSUREN7M tR1EET5 K. ,... % 1 Y 1 'HORS 1 FOR CLOD PANEL WI! /4U. C 1 ,NI MRCAOCD PENETRATION HID MtXXI APCOA ANCHORS SMALL BE , 1 AND 1 * T4 t J. 9 THRU 2 k 7. 16 F D PA 1 AND PMCL1MtL SMALL 10 ` W CODER TO KRiRY THE AgfWE C(NlXT10N, UlTIW11C DESIGN WIND LOADS DETERMINED PIP ASCE 7-18 $NWL R: I1r151 REDUCED t0 ASO. OESIGN PRESSURE RATING BY MULTIPLYING THEM BY DE IN ORDER TO COMPARE THESE W/ MAX (ALSO) C2) MINIMUM THREADED PENETRATION Or LAC SCREW, INTO THE WOOD FRAYS UNIT SW41. BE 1 7/2' NO THREADED (ILSHGN PRESSURE RATINGS MDIC T.CD ON FRETS 3. 9 THRU 12 k 17. It PENETRATION INTO STUCCO SHILL BE CONyp[RCD AS PART (AT THE P[OIARFD THREADED PENETRATION W OROFR TO VERHY THAT ANCHORS ON VMS P.CD. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN AU.OIIABLL STRESS TOR WIND LOADS WAS = USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD IIAS BEEN DCTrFWWKD W C 3) MINIMUM EWE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INUICA/EU W THIS DRAWING A , ACCORDANCE BARN N.D._. 2018 HELL+ v r «r "PACT w1No HAs N ACCCNG3VRGf sEGIK7N 609 2 OF STORM MOUE ADEQUACY ACI AND PFSS'AB ' 1 4" - SW41 I I MINIMUM CA ANNWW 11ENEIRAfNN1 OF Wgpp LWSWNG SMALL T}t 5 6 • to SCREWS USED BE /7 LONG MI Of INC ABOVE L/EMM]NEO COD[ AS PER AMCRfµ LEST IRIS OF sWTN RIDA REPORTS 1pal A.p,-OI µ0 00219.02-09. AS C FLORIDARE SHOULD STUCCO E%I'-'f, NA I' MINIMUM FOR WALLS WITH NO STIKYU PER STM 12-99 & ASTM C 33C-02 STANDARDS. AND AMERIAN TESTING LAB SOUTH FLORIDA REPORT 11123.01-10 AS PER IAS-Alt AND TAS-203 PROTOCOLS. AMU AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16N OF THE CS) IN CASE THAF PRECAST STONE., OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE LxISTIFHC rIORIpA eUlI.ODO GOOF WALL ANCRORS SHALL BE LONG. ENOUGH TO REACH THE MAIN STRUPUTORC BEHIND SUCH PANELS j ANCHORAGL SHM-1 BC AS MENTIONED W C I). C2) k C.4) Z ALL ALUMIN114 EXTRUSIONS IU NL 1110-16 ALLOY AND RIPPER. (UNLESS OTHERWISE NOTED) SEE SHM 2 (D) ANCHORS SMALL Be INSTALLED FOLLOWING ALL M IRE RECOMMENDATION$ µ0 SPEvRK:Ai1DNS OF TNT µCHOR'S MARIFACTURER 3. ALL AkUWNLM SHEET META. USED AT C"NIURES SHALL HAVE 3105-H14 ALLOY a PANELS MAY ALSO BE INSTALLED HORIZONTALLY roLL.OWING INSTALLATION DETAILS SHOWN ON SEMKIN 1 THROUGH 6 (SHEETS 4 R. ALL STEEL SHFCI METAL PANELS SEAL HAVE VTR CTURAL WARY STEEL ISOM A-603 GRADE ISO MINIMUM, G- ISO GALVANIZED 14ROWH 5) EXCEPT THAT HUDEITS Q k(D SHAU. NOT BE USED. SIT rk DESIGNA11ON W/FY. 122 esi (AFTER ROILED). 9. H SMALL OF 1HF RESPONSIBILITY Of THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUITER IS TO BE 5 ALL SCREWS TO BE STNTILT' STFEI. 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEA LAN B INL'O TO INSURE PROPER ANCHORAGE MIT SHIJI'T[P SMALL ONLY BE AITACIKO TO CONCRETE. BLOCK OR WOW FRAME BUILLDINGS. 500fa W/ 5tl WI YIELD STRENGTH AND 9O IN TENSllL STRENGTH AND SEAL COMPLY W/ c,Oplpn BUILDING C(X)E SECTION2.11 313.4 ID EACH RIGULAR STORM PMC1 WMI LENGHS TOVER 90'. AS PER SECTIONS I 7, 4, 5 a AND ALITAINATIVES IBA, 3YY & AW ON SWEETS 4. S. 6 k ) RESPECTNRY; SHALL HAVE A LCG&.E AND READILY VIS1BL( MAIUNG INS'TRUCTWC DINNER OR TENANT TO B 90LT5 M BE ASTM A-307 GALVANIZED STEEL OR M9 301 SE.RIE5 STA•W.ESS STEEL.. WITH 36 kH MINIMUM YIELD STRENGTH SNE 'SECURE PALS WITH APPLICABLE REINFORCEMENT DURING PEFI1� OF HURRICANEWARNING T , F AME_NKwS O WAt1 SHAH Nl. A5 OLl0e5 1 T , I I+ , H I THE IIYtALi Ai10N CONTRAECOP IS f0 SfAL/(71ULK At SHUTTER C14FtiWFN HUG1� WH CI fCWIN M CONTINUOUS COMAE WO THE BWLOLNG TO PREVENT WNU/HAW MINUSON (U TQ-EAM10hG P4YREGSQF(CBQL - 1/� P TAPCON ANCHORS AS MANUFACTURED BY IT* BWLDEX, HNC (Min rF-3197 P 1.0 ,2 STORM PANEL INSTALADCN SHALL COMPLY BARN SPECS NOICATED N THIS DRAWING, PLUS ANY BUILDING MIn ;ONAG REGULAI1045 - 1 . / MANUFACTURED t 9NC 1 I e -M AIr.lORS As MAN IJRED 8Y [ICWAL FAUX T T N sac wH PFrtMrc s D. PROVIDED BY E AAN TOR FRF AMRIED - ,/1Y . 3/4' SEATO -SET ANCHORS. AS UKrRI911TED BY AU POINT SCREW, BOLT k SPFWErY CO. I'e. t3 (a) 140S PRODUCT CVALUATON DOCUMENT (P EDT PREPARED BY THIS ENGINEER IS GENERIC AND DOES NL^ PNW, DE NrnHMAT)CW M,n ( WOO NEL ...,.) P I 'T I4_ P i P INµ TUN Zir E CO CONS RUC TUN PRODUCTS 1 PANE T P'ET1AL A MEIAM E US ANCHORS. AS tKAC EO l f o LINE EIO L A PR I. YI11 SITE fIN Rx)IL KMT Y PEI) /'ON SITE SPECIFIC OJECT, v. WENT THE rt C. D S OE [FRO THE E 1 •. IANCHOR` / HOR AS "MILFACTU By 1 INC 4 PATINE NNL H ANC 5. RIEO DEY,'AL . H ra0 ti C T !k H ION PURCHASE AND INSTALLATION 9Kl.VpNG UEC SAFETY IN K_ DUCT (t 0 PESPONSRI.F FOR THE SELECTION , ON I u DOCUMENT eASEn a1 fH5 PED I+ROSTDED HE/SSE OO[T NOT DlYMIE fHM1 THE CUNp IONS UEl I.ED ON THIS DOCII L BASED NO A,j MINIMUM EMCCEUUENi :Ir IM•CUN ANCHORS INTO ryDIJPEG CONCRETE SHAH RI 1 3/1', ?" FOR [U.'O PµEL11ATE AND CONSTRUCTION SAFETY AT 5RL IS THE CONTRACTOR'S RESPO45t91LR', , 3/1' FUN :.ANAL NNILN A1X:IX15 (<) TINS FRODUC7 EVALUATION DOCUMENT WILL BE CONSOfRE'O WAUD IF MODFIEU Ail CALK-N k SOLID" .1 ANCHORS SHALL BE CA9EODFD 111' INTO THE POUHED CONCTaTE NO E'.MHELME1f1 INTO MINIMUM N X TI1MA. BE PERMITTED. i/4 9-20 SCREWS USED $HAT. a /2 BANG NMV S CULG STUCCO EXIST, SECOWN (A) SITE SPECnK PROJECTS SHALL NE PREPARED BY A FUORXA RfWVMCD FNGN[ER OR ARIGHTECI WHICH WILL 9E,oMr PF µO I' MINIMUM FOP WALLS WITH NO STUCCO, AND MAY BE HEA TU SCINYYS OR ALL THRE,DCO SCRC,VS W/O HEAD, ENGINEER OF RECORD (E OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT wIH WING NUTS PROPS USE OF FRE 0 E 0 ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO IRE P.E,.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE S17E SPECIFIC T%6AWNGS FOR RENEW A3) W CASE INAT PRECAST STONE. PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOOD BOARDS RE FOIAO ON THE. CAISTINC WALL OR #TOM. AK409S SHALL. BE ION, N"ON 10 REACH T1a. MAKIN STNUCT,W OU41IND SUCH PANELS (e) INK PEO SMALL OEM INC (TAIL AND ORIGINAL SEX AND SIGNAYVRE OF INE PROPLSSIOfAM ANCHORAGE SMALL BE AS MENTION(V IN A1) AND IN A. 2). ENGINEER Of RECORD INAT PREPARED R (B) TO."GlE LNG ALES Y}y.G-.N 14 SHUTTER MANUFACTURER'S LABEL SHNJ. BE LOCATED ON A RGdLY VISIBLE LOCATION AT STORM .CONORLIL-Tf941SJL1,L - 1/4. 9 r,1PCON ANCHORS AT MAHVEKEUREO BY I r W MAIM. INC. PANE: 51/LTTCR IN ACCORDANCE FIFTH SECTION 1709.2.2 OF rLOROA BIALDING COOF. ONE LABEL SHALL BE PLACED FOR EYLAY OPENING tABCUNG TO COMPLY W D, SECTION 17099.3 OF TINT - 1 4" e 1 7 a' CKN-M AINSIORS, AT MANUCACTUFIEC BY DEWALI. HNC / / FLORIDA BUILDING CODE. - t/4"0 A 31.' SOILI-SET ANCHORS, AS DISTRIBUTED, BY ALL POINT SCREW. BOLT k SPEOIA.iY CO • 114-10 I'MELYMIE FEMALE 0 AND PANELMATC PLUS ANCHORS. AS MµUFACTURED RT ELCO CON'_T11"ItIoN PRD�II NAZI/III,I - 1/4" . TAMALE NAJq ANCHORS. AS YAm1FACTl,REC m DEwN.i, MC AA�•_�YT`'A'•"ER A. T/4 A BLOCR UNR 511A11 I 1/1• a-) MINIMUM F4fRUMFIET OF TADCON ANCHORS. ELCO PMELMATES AND ZALAAC NALIN MICRON. WTO IMF F `\LENF67*i -;q'EIFLORIDA BUILDING CODE (Non High VNocit Nurrirone 2oni P ; B.2) CAD( IN 6 SCUD SET ANCHORS SNAIL a CYBEODFo t/a' INTO TNf CONCRETE N.00N VNT NO DENT ►�q 44"HRa E f 9 .A 24 GAGE GALVANIZED STEEL STORM PANEL JArr, M STUCCO SHNJ BE PERMNMA I/4' h20 SCRlSYS USED SHALL. 8E , N/T' LONG NINNUM SrWuI.D CO Ix+Sr, * HALL ANn I uINMau roR WALLS e I w0 mcca 9 stateAIW _ I- ----'-- - -� I L E C O INe `�A -- --- ---- GLOBAL PROTECTION PRODUCTS. LLC. " - _ IN CASE 14AI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BC FOUR ,F[ORIt1uR WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH TNT MAN STREM,ILIPE 9EHWD SW PA s �sipNA ttll"It��C11 ., .= IRSN+_,- ,-II.,,_,.P I. 11 T1.w93) 0wt. rL aullEXIS'TNC H4R•. :fiHUea-1NA ,Y.(Aw)Ae-.7•, 20-175 ANCHORAGE SPELL BE AS MENTIONED IN SA) µD IN 1,2) .:'T-rrr wn r !ram WEIAMwwoNF.......yppltlRL/M i_ [ YA-aalb71e -._.- -.... ...._--'--'------- _.__ _.- ..--______... .. .... ......._._ _ _ _.._ INSTALLATION D-TA-1La_EQg�FGULAR-PANEL - ri _. [ INTO POURED CON CREIE- � CQy�-Rf.TE BLOCK STRUCTURES ECf�t POURED CONCRETE EXISTING POURED CONCRETE -._OR CONCRETE BLOCK Cg OR CONCRETE BLOCK ": REDU,NF.D RErUIRED. CAMCRE,[ ANCHORS IONCRLTE µCNDRS '; (SEE SCHIEDULE ON SHEETS 9 THROUGH 10) / t) (`-ELF ssHLnuLE. ON r ;lFU SHEETS D IHRCU,N 101 �`/ EXISTING POUR CONCRETE DR . I - h.. I -J �. CONCRETE BLOCK /.1 1ahaa,• \JJ ( _- �- REQUIRED NEAP e ,ir 6 Ile DO, �_ A11V(, .....'. -_ :. CONCRETE MM.TC(xi5 I'/; ' T-T - ' I (SCR SCHEDULE ON 'I I Lo I E U I S.,CEIS S. THROUGH 10) I I I I I 1 i I 1 I T1 i I' ii1, I I P, , I/.Y-mrI' 7 [.S - . Bt � K- ,pS ) tN'P-OATH• 6. .Ran. _-... - Zl enw - -". w oATAI•" 4 -_ E D _% ( 1 I I I SUPAUA,v:,A 17 In G.ASSto IaA nraL f%,snNG�F lSEE SG 4DULt 7,.1 1 �E�" �' T'^ 'L• Me. SEPARATION , I OIO M ,1•p (SEE SCHEDULE I LDORL eel r�T ro GIA34.11"..." I ': 1 I C1A55 1 Utl "Fir 3) 1 , MANED LENGTH J ON SHEET 3) , I H INTO Y' Yar. 1 I I (SEE SCHEDULE I ON SHEET}) R I R I 'L" Ma GRASS. 1 (5[E SCHEDULE I 1 PANEl LENGTH ANCHORS I i n .r_ ( ( SGIEaXD I ON SHEET 3) SCHEDULE ' fqN S ) (SEECONCRUMSCHEDULE nN (SCE S 2 I"R 1 SNOUTS 9 IHArv/; . I' 1 1 01 / It 1 R I OY SHEET 1 }) \ T 1 T l �• 1 50% I 1 FFE 1 I. 1 MAX -.-wr C%5'll Bii..9 1 - cv GLASS R 1 \J I w% 'L' 1 EXISTING 1 clAss 1 ' I I 1 NIAO I(Kn ! Or I MAX. I A.r I CG I i 1 fO Ca 1 I ,- I I I , ' Cu !._- `-'_-i- -' CXONCRETE OORCD _. 1 e 1T 1/Y OL 1 I 1 AS A► UCAKE) ' %1• Hat ,we,IR READ ' i�i n►au It. Rac. DA CONCRETE BLOCK ' I 1 I CONCRETE ANCHORS 1 ') L I 10 -ID --- ( J- •'F I t N' ks, M.S. A/ RA , - • n 1n• a.c. REOURCD. t 1 l: (SEE SCHEDULE ON slaw 9 THROFIOH 10; 4 -- ALTERNATE - I. M,n Y W/ Z) ONLY WHEN SO'_ID , - .11 SET M µ[HORS LEG LOCATION / k CAJ(- ARE USED k W/ RSA W4CN EXACTING POURED CONCRETE BLOCK ALTERNATE CONCRETE _ �7{ISTNO POURLD COMCIKTF 'CONCRETE ANCHORS AREPAIVUSED ANCHORS ARE USED REIN ED.OR ANCHORS Olt CONCRETE BLOCK REOURM.D STAGGERED w/ STUD (SEE SCHEDULE ON (SEE SGFLOULC a,. SIIEE7S 9 THROUGH 10) 54FEIS 9 THROUGH 10) - T MOU TN ING WA4i,_MOUNTING 2 WALL MOUNTING I SECTION DIRECT MOUNT 3 SECTION SCALE 3/6.1• 1SECTION SCALE .1/0-I' SCALE 3/N-I' o.......... T )LENS '... .I. FLORIDA BUILDING CODE (Non High VelocIly Hurricane Zone) -- E.D. - EDGE DISTANCE Ef ( s SCHEDULE ON N4TL.�RSOMBINA➢ONQL_SEST)DIiS' TOP TT M M NTIN CAN BE. O & BO 0 OV GS gF.3�P�' s :, O. 44167 s z*: - * - * - ? n' STATEOF`'r3 - 's s - F '1•� ORIDf'•.��/-4! -R• WiRC9' Pc 24 GAGE GALVANIZED STEEL STORM PANEL _--_ ___-_-- __ ---- '- I� Oiler GLOBAL PROTECTION PRODUCTS, LLC. - 1Aoa S. st S,AC -iN ANr nun IL%nw0 •Tiwma w0 coYP MML FL 4DH ..�: . - .rn11 Mn. SHEETS 9 k 10) COMBINED IN ANY WAY i0 SUET ANY ,[ [[�� .- 9 y N. m,RWw.-..-, ""` •.,. cs; n,r :.�.� w,_,M, nAvc ([ul[e[-7 (w)w-Am 20- INSTALLAi)ON. ,Iyw �O b-000 -rA „w,! I - osAwT N. r rur1NP L� AxtC .IAltFrl♦ Te1n WHPr , I WRIT • W IA JNTLLATION _ DETAILS F_Q$ REGULAR PANEL Z? INTO WQOD ALTERNATE LEG 4'.e" (MIn.) EXISTNIC WOOD . LOCATION BEAM REWIRED STRUCTURAL ADEQUACY' OF EXISTING WOOD I _____ _ - BEAM TO BE CERTIFIED BY C' _ rL REGISTERED ENWNEER OR -`. I A ARCHITECT PRIOR TO SHUTTER INSTALLATION. WOOD ANCHORS ALTERNATE WOOD ANCHORS T I—- - 1• Wn 1 - GLASS-� t$i I I 1 Min SEPARATION TC -1 CLASS (SET 1 SCHEDULE 1 ON SHEET 3) I V 1 1 I Yn 1 E 1 I 1 `/ I ,v 1 AL fINISHI ALLOW[0 1 WOW ANCHORS .. . (SEE SCHEDULE ON _ SWIT 1 1) (SEE SCHEDULE ON (SEE SCHEDULE ON MI MD .V6„fX NA° XW ISAM RU I o4 M■■■ SHEET II) SHEET II) Cq - /P-20.1' SS S •/ r11 1- .-Y•1.I..•••r. IRA, a I] ,/I' oC t, M, 1/4^ . Y MAX. R000 NEARER \/ rl-__ L REQUIRED IS ,: a. � _! I;...--,- i I I I : t .s,,,LID "/ N%n I WOOD ANCHORS ;' I• 1 ( • A 1/1' oc. I (SEE SCHEDULE ON I MI,. 1 I I SHEET tlj I %- i i ' 1 1 I s tpY-Ioj1- .1-1 i I �J 0.[. Y0.T1 v 1 Mn. SEPARATION TD GLASS I I N rA oA I- -5AF SCHEDULE ON SHEET 3) I I1.'i-. 0„• 'L' ACAS 1 (FR I, Illr FT 901IS r I LOUR, O1fP T� 'l MAX 1 , TI G POti� SEC LEND: L E 3 I PANEL L�H _ i r pH ra FW[L (SEC SG1CDUlF 11 r ' LDwm .0 T-W) ON SHEET 3) (SEE SCHEDULE 'L S S, -1 4. i ON SHEET 3) Gum 1 I 1 1 ' - I 1 SI.; I / �1 ri aF •L• 0OF L 1 LI% MAX. 1 Ynx �- e t2 1/2. O.0 - I• F I EO CO Ss NUM, •a 1 -n w .41/r or T' I 2•xb' INDOD 2'.1• WOOD PLATE : , j . . j; DECK RLOUIRID R I W000 ANCHORSLOU RED i ( SLE SCHEDULE ON .' I, SECT I I - 2• RAM. - - CEILING AND FLOOR MOUNTING ALTERNATIYE 3W ',CAE 3/5-1" I BUILD -OUT MOUNTING ALTERNATIVE N wH .......... SrA1f t/Ii_,- a\tEaCENs� �j�'': DIES: No. 44167 NOTE Egg LDNBRLA➢OM-9T SECTION r: ' * ' 1 INSTALLATION ARE ONLY VALID FOR MAX. ASD -* LENGTHS - OP OM UN(NGS CAN BE P TIN } AND, PANEL LEN x b'. & BOTTOM MO AS PER PRESSURE RATING (p 6.) E G A I.STATE O*11�t-;-�7 COMBINEDINAI'II� WAY TO SUIT ANY 2 OR NEW WOOOL FRMSE CONSTRES ON SHEET UGTgN: WOOD '9��F ,F(Okt�MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC ." C-•••N R A F S 0 UAL L OENSItt 0 0 5 EO"IFINIS„1,,// PE WAI/Lw"I"Iff/MR FLORIDA BUILDING CODE (Non High Velocity Hwrican@ Zan* rr „ *= " wt,o . STORM PAN 21 GAGE CAYANI GALVANIZED L Z STEEL 0 EL -_._ IwA.N fn / _ __ _.., ___.- _ "17 IL E CIO rElc GLOBAL PROTECTION PRODUCTS, LLC. /p,/n. ,n'r • 1",.rMP,WM�aMAM� MOO 5.., 51 YTMETT ' aAw. R "I.. 20-175 -iW."t. `- ,%I -,-,- ,,,UAL' (R6+NAe-15P1. FAA (P5.)MR-en1 G-0004Tfe� _ rHr.+r W erW !!�, ! IRS' -TEN A nt1P 11- PA - 11 I. wwn -, p M jualm .'aT N N cn CIS N }A U L- LL Cz O (a) =_ Q- M -0 _O a- 0) U = (1)-0 = (13 U (10 (n -Q O O oL = " O (1) � E•� A 0 0 O "4'-,� LL- ,,,}- A 3 �� P O 9 C- M F Q -0 . = co Q vM a z z W J M N 1' J � a -mac N Z3 ; 00 CC)w 7 Z O w ,=,p u CL C� , ..-1 c M c -4 "= m +"+ C L.A 0. •Lfi TO . Out, E^- Q�d In N ,^0 c", : . 3 as - - tc. aI = a 1= N--R a at o .r_ I5 0- CO a C.) •' r, CJ Z 4 .-_: 5 = f0 N a -i5 c E 1`1 O a u - L. n�^J, W - - -+-a C/) QL 0- (1) 0 i-3 c- -0 (0 L- f..L U RA /� V i L. W Z3 Cw C Q z Z Q J n SHEET NO. SH 1.3. 4/4•0 PANEIMATE PLUS ANCHOR O 72 1/2. TIC END CLOSURES DETAILS FOR I S-TA TLON IN POVRED- CONCRETE CQNCRETE__QLSLCK_-QR WOOD STRUCTURES: VALID FOR REGULAR. 1IF5 SAFETY do E-Z -HAyG-S RM PA EL A' SYSTEMS T I I.-. ,-I-- - t 2 ©"� ® DR POURED CONCRETE. 1 E Y L 0 CANER F eU)OI OR 2• . r A .093' 3105 N-I..(ITT11. SV Wi O al ® w.1A .1WM 6093-10 ALLOR f:ONT AUX 11 AkW WITH 1/a'.. 1 3/.• I�1- 2 1/i' i IAPCdN 1 ,1' D.C. POLWW CONDOM. CONCRm uOLW[L, LOMC Rn C. 1` 1 ,/L'.. , ]/.• TAPCON MH, ,` . �-1 eWCll D 1•.• M°°D [RAY[ Ca.Im" R.Oc. O 1 ANn!rn • Y or 7 1/2' (I I- I 1 MOLINI[ I•.A• w0or 11-1 1 -.t11 OR� u." rwI iI { 1.12 (t;i I I —. __� anilwL 1 t Yuc:R, AAIOpP IM tEAl4t[ lW �DCAIpAN `-' '£'�`, Men . 12. O C 1 , 2• . 055• ro _ /� VARIESi- . S' . 056' CON, ''1,; 1 �,I s W. iJ< E <,,R 2, ( AW. ANGA OR `I • , -H1` 1 TOAD 7 a5 .T. S.WE Vp POUNLI tNAT(ITE. L'(1NCNFTF - - - I 1 7 r x .• N .115• 1 �'•1- -'•� :-r �_^Wa' MnA AUM gL,4f rRArE 3/M-HI4 OR 2 I a• " t ' 1 fT�) / _ -\ '.1 q �ro r..• Imo r1Mu[ am -Is ALOT ( / - r - 1 - / /. COME AtLaA MR0.N MR.. +/A \ / 1/1• A BOLT A*. k, ..072' 6 12, oC 3105-Nu Olt 6043-D NIUT M W/4ACKn rnnl Al- ANGLE CASE A_(PLAN) QASE B (PLAN) CASE C (PLAN CASE D (-P" ,CAE 1/4'•I• SGAr 1/4--,' SCALE 1/4'-I' SCALE 114'.1^ ( uw-LEI CA CA, - 1 1 O O.CO 7"O"A TE ��'�' W)UPU WKKIL, EnfNC, TRWI At MAUL 0 Alp I- • 1 ----N ' ,O ti •� DR CDACaIL BLOCK -.. tDp, Dor"M 04 PATARI CTE PWS ((Sfl Sit NOURLO CCNCR, I '\ I ` 0. ,, R WOOD SIDES 01 OPC11wC SCHEDULE: aN Wn7 (MIN PANE' CONCR .Om� FOR vAHINl1s`,� U L ® ryyE RCOLYHt, A3 M°UGIBLE I, • 'r) OVERLAP tEY WINT1 WOL.fo 0. OPENING w{r11 Hr` PfUMI) A 7'T IT* CoNFRAME I 1 • efloo o 7N' HOOD FRAME I t ,, ,_ A+' R I �) 1 ,/t )eENI N/ NIGNWKD IPARAU WEAR MT IICUT E AR 111. r0 •y" I t ��f, '`-'-J Ww1 HAVER cut CWp FA1N4) x - 9D DISTANCE 1 -'-7- ' ;rl(I-) -V\. _ 1_----"J CASE G (pIAN) t j --_ - - _ ,/.-F.w A. RNA - .., I11.111 WHANIA„I / \''•+\, ; / AYM,7m Y-,o ..• ,IA•`.'Vi, A, T)[//�A SCALE , 4•.1- _. __! , \.. il:cnwi ,.1bA1F 4 LCA Oy............. ! / . 4, \•\LENS '•�9 i VOID FOR IV GREET MOUNT INSTALLATION AT ONLY a F CEAT 1 F0 PANEL INSTALLATION AT WALES W/ NO. 44167 - SURFACE LEVEL VARIATIONS MTIUN 3/4' *; * :* 1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zonal n +t A5E F (PLAN) =� Wmo Rc4 11. C E PLAN) ASE S / = i5 . 4 T P l i GAGE GALVANIZED STEEL STORM ANEL scut 1/4-.r WCN.E I/4 ., =;Oo� .-fCORIDe,.�oI —11 -- wr a. ', So • • GLOBAL PROTECTION PRODUCTS, LLC. °1rn/'010 11+h"�„'' (L E C O INS a+t_ ,NrNFLj fp - /'F�'rf, MOT, S. 51S --',I H An n-r.NR ► un1WNo .ARir}A �LIN OWs. n U}u 20-175 i : ,-.. (>ml v_ ,- nwl A` - RHINO (SR.MM- _. 'Am INNNM"797 ,r W."VI MMTIAE/OML ~G_NN.,, TV •AUL' -?w N'�j -RE A NTn A. -, - i11Q1 TV OFl4 FLORIDAh MAX] M,UM_.A.5.D_ DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING _MAXIMUM ANCHOR SPACING SCHEDULE f4R_R_E�lLAR STORM PANEL -INSTALLATIONS INTO WOOD SIR C.IUM (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 41N. ON SHEETS 6 & 7) MAX, A S 0 DESIGN PRESSURE RATING (±.. 1.) MAXIMUM ANCHORS SPACING FOR ED - AS SHOWN ON SHEETS 6 AT 7 A•PUCABLE 74i ATEPlN & ANr OF THEM MAXIMUM PANEL. LEND,•, 'L. (n.l - TAPCON lAG SCREW PANEUMATE FEMALEtoPLUS - PANELMATE WOOD f4VS.IINCr 1 1 3 1 ] 1 3 J - i W W ( ) 13 �1 ' 7 _ U'_ TJ .. 3 - lY (BORON) E I/17 _ 6 t/2' 6 t/1 (TOP) 0 Ile 6 1/2' _- N' -- it 1/2• _ a 6 1/4 - to T(BOTT') --gip) _ 5•-r LESS - _ l -_ 6 1/4• -.!'_.- A' - -_-B• -- - B• - 0• - it (Wren) ,3- 1S' il• lk--_ - ,3' -�' (TOR) .45, -45 E35 11- _ 1S' -13' `1r U` BOTTOM 13' is" 13' 13, a 1/2• - W (HOP) _ lr IT -- 1r TV _ TW (BOTTOM) 6 1/2' 0 1/2• 5 1/2• _13, 6 1/2- _ 6 I.rN_- ) - _ e 1/4• - 12 1/22-- _ 6 t/4•.)>s•-0' ,/2• 4 e 1/T•_ !T/2'- ) 14m.• ._.__-.-_ ,0 t2 _ 12' _,-__._-. tt 4 ,3._..__ __ i3 _ -_-'e /.2 _ OW1 -91/2'- Ir__ :t • SEE TABLE Al FOR MAX. Ili DESIGN LOADS & MAX. PANEL LENGTHS WHEN 5PACER-44 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 J MAX AS. D. DESIGN PRESSURE (IT eRAT'N) MAXIMUM ANCHORS SPACING FOP E.A. . AS SHOWN ON SHEETS 6 A 7 APPLKANL( TETY & A,TT (E OF THEM MAxa1UM PANEL LE*L* M ) TAPCON LAG SCREW PANELMATL EE14ALf. D PANELWR PLUS wOW BUSHING 13' I3' t]' 13' IS' IW (TOP) 13' 13' 3 IS -.._ 0• W (BOTTOM) a t/2' 6 l/r 6 t!r 6 1n a 1/2• (lop) Y _.- I 7, /T 0 1/4 N 12 1/2 a 6 1/4' -----: -.-.. (90TT •) DIP) S,-0' OR LESS 7 1/2` e' B B - 7X (uonwI tY ... 13' - R' - -13- _ t3'-_ �J'- _ -- tY -13• •W mnami >+41, -45 Ir _- 13: r0 7S, -75 Ir IT Tr __ I Ir tW ,T IS t/e' ,O (6arrDM) 13' IT� 8 I/7- 6 i/2• 6 1/2' _ 6 I/2' _6 ' 6 1/2• (LOP) - - _- 6 1/4• >D'-O• - -- 12 1/2•� a 1/4- afti . 4 1/2• r 7 In• 7 1/2• - - (TOP) 7 S• 5• 5 i/7: - r s• - 3w (BOTTOM) 13 . 12 _ 11. tl' s t/a' (Tap) _ J -- J - i - - r - J - , 0 4w (Wr10M) • SEE TABLE #i FOR MAX. AS.D. DESIGN LOADS & NW PANEL LENGTHS WHEN SPACER 104 IS USED, CORRESPONDING ONLY TO ALTERNATE ZW ON SHEET 6 A.S.D. DESIGN UOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8` > 40 PSF TO 50 PSF 6'-7- > 50 PSF TO 60 PSF 5,_ 10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FMALE ID OR PANEL MATE PLUS ANCHORS & W/ B SNr((QEA. R4 1/2• D.C. ,1EDP A _) /! r'' `,LENS ''.. i '. N, 44167 * * : * ' ATE OF __ __ _. _ `+KFS g .... "FLEA _ 4'/oJ.T ^' AL/71OurU.L/NArt.- IT.,HT FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone °'o}0 1N� .c LIL E� C O mi, 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, I.I.C. LAIN S. 51 STREn GAGA, n. vo. •.AMC (.!•MeNT-HUMS FM MARe9-e791 DAVIT11 n 0"n'/7n° IN02Yl COMPAm •.}� +AIR...A4m.a ,T A.w ) nI-n=,._M.IW.I n,_,u, 20-175 ..LIRA Iw A. PL - ff /NR[I ,1 M ,e INSIA.LIAAI1QN DETAIL5--FoR LIFE SAAUJY--PANUL INTO POURED CONCRFTL OR -CONCRETE BLOCK STRUCTURES 1/4.4 TAPCON POSTING POUR 1/.•. ,APCoN _E)L,STING POURED ANCHOR O 0. O.0 CONCRETE OR AMC -OR O 0. 0 C C .CARE O. /} CONCIIETC BLOCK CONCRETE BLOCK REOUMEO. }} REWIRED d € J 1 :. -4) I I .1 11 -.- MA%, .NNE._._-_ --- .1 ED• I ED• 1 % 1 �� //: 1 / I /. 1 9 1 L N/ N 1 Min. I a 1 6- SE'PAR/T110N - I N I ,//Y•-GIRT• N ,D GA95. _ I/L•r-2w1• TXISTWG-s 1 ' -Eta 40.M w 1 r 1. Inn ./([' GLASS . ,,,, .y,. l _ A, A N I % w .A :N I IbiRI WO1 •.fl LXISI+,*' I CLASS I 1� I PANEL ELEVATOR LENGTH i LI i I 8' SEE ELEVATION LOCTH M... YAt-- _.- 'SEE E:EVATX)N A 1 ( (SEE ELEVAgH Y I' MW 1 ON smut 12) 6 I i ON 5,4FFT t}) it"EPARATID„ 1 N 1 I N TO GLASS _ 6 I `0 1 ;. ` I w G. {{ 1 EXW NC. POURED L • I 1 EXISTING POURED ' ' I COW FIVE OR 1 CONCRETE OR I --LN rM CONCRETE BLOC% , 11. CONCRETE RLOCA 'L RFOUIREO - , I T2NT- RIOUR[D 1 mv,wo?- SECTION R-3A r. H•w wAu . "FrTIC)N _R-_$B O REGULAR PANELS ANC1,01I AFION.�) 9__LIFE.SAFEIT_PAN_LL WALL MOUNTINGS ccA r 3; e SEE SHEETS 15 a 16 FOR ANC-DRS m e iPACM FNR W IALLAi,OHS MD 1MOD FRAME e100.00 b Y LAIN WIcluI SPA°N6S mi) w*N EDGE D131NA'•E ARE PID,UIED DH THIS SCHEDULE rOR E D LESS THAN wrKATED Oa SCHEDULE REDUCE A,CHOR SPACING BY MULTrSYNO SPACNO SHOWN ON SCHEDULE TV, MC FD,DT WG FACTORS FOR THIS WEMnON To N Poe ARILL RE000TO SP-W WFQ CD US" FACTOR SMALL NO N LOSS FIA WNILAIM EPACmTC. RKINCAELD FOR EACH ANL'TK)R Irnf ON THIS SCHrDUL[. ,/•'• I ,/••, ANcHm "M 1ArCOW _wr�r Mr�al se01P`. } } ___� •�l��6AAY.AF as _ 3_ _ _ ,owFr DMA (H) - 3 I 3 1/2 I ,/2' IT 2 ,- R N.b, .. _.. -_. _ 1 6 W 5 /2. . r3`P�' \1 E6 S:'"!9 ' * * : * f CNN ,,`TOIL rc a' STATE % r C ' /- , `CDR1oP40- -- I L E C O INc '•. ' tAw1 1� MON[LN640 CO ,, /OVAL E-..-...--- ,�, IINf1111,1A1,.•• •..• )Re HUA -. � N06 RE SrI100,0I.A.n C.-nTIR rKi[R A T9IR A.. PE BUILDING CODE (Non Nigh Velocity Hurricane Zone I r,r. 24 GAGE GALVANIZED STEEL STORM PANEL o7n7/m2o 6A,I6 h, .ORAL PROTECTION PRODUCTS, LLC. art IRO° 1. 5. fan _- DAY[. rl E13,. 20-175 P1.V4. (A .)1.9 ,146, rA. (.34)MF.79, ... .. 7} OR1Wna No =-4-=---I----'ELTW=., � OIf[T ra a I MAXIMUM A.S.D. DESIGN PRESSURE RATING (,p•s,f,I AND COjt-RE2QNDING MAXIMUM ANCROILSPACING SCHEDULE FOB�EGULAR STORM P NEL'1- INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELQ7 INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. AS,U. DESIGN PRESSURE RATING (P.f) MAXIMUM ANCHORS SPACWC FOR MIN E.O. PER SCHEDULE BELOW APPLK•ABLE to a L' COVIOIAOON Of D4M MAkWUM PANEL LEV •L• (it) MAR. AS,o. DESIGN PRESSURE RATING (P,TV 0 MAXIMUM ANCHORS SPACING FOR MIN L.o PEN SCHEDULL BELOW - ., APPt 1(' TO XE fl & Y COML9NATICN C. ,HEM MANIMW PANEL LE.1 -L• (WI.) TAPCON -__._-_ SOL10-SET PANELMATE fEMA.f 0 PANELMATE P1t16 2ANAC-WIUN CALK -IN TAPCON SOLID -SR PANELMATE FE,AAE. 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I/.•. i/.-W �`N`jl�� 1/4'. ,/4-. /M100. n ul ma� LARD -AIRY uw CA- 1 I } r ] 1 2 I/1• } W/Y } ,/r I M.AtRM ANIC I.IOR SPAt.p M•) WMPUMCD69 'T"N'"�IIE IN.) 1 7 Tp' p11AML9 B.D.1 -.... _i_- S •.•- .9 1/2' _ 1 IA!'{'-3 I/7 3 1/r . Amm mac mmm 0 FAGROR , tn• sy - _ _ _ _ , - 4 />' w aM t_an..I- _ .- 1 am ,.W Del SPACINGS ONLY VAX WHEN SPACER i9)IS USED. SEE WE M1 FOR MAX. A,S.D. DESIGN LOADS & MAX. PANEL LENGTH WHEN SPACER "1 IS USED. 3' MAx. D.M.. 2O• " " —_ -- -- __ -- _ _ °' IIIO O O O C) r__T ...,. 4 r-.___ F.-_-..I____-_ __.77 r_ .TILL 1 , T .-_�__-_ I I � 1 '' I I (i --r---� i I 1' I 1 i 11 I , i I; : I. I I I I 1 I I I I I I i I I I I TABLE li a A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH AO PSF OR LESS 6'--8' > 40 PSF TO 50 PSF G'-2' > 50 PSF TO 60 PSF 6'-,0` A LEM PANEL LENGTHS ARE ONK VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ QN SPACER AT 12 1/2. O,C. ••'� FLORIDA BUILDING CODE Non High VelocityHUrrICOns Zone e •� •FTATEM- ••Lo. ", rWc. Cco. V D 21 GAGE GALVANIZED STEEL STORM PANEL L WR. DM•N ... �T "' '- ECO,Ne � �BAL PROTECTION PRODUCTS, LLC. °'o Ef00I_J �FFS�•o� [IiWH[ cOwu ,»nn�-1w�Nnn,.IM, woo 5.e. >, f.A4rr OHMS. 3y1A wb[ (9e4W►Ts45.rw I.n.)m}-e»)20-175rs ,IbnN.uan _..IUT....",IT,. Ro. .�Wa, .IWa1MMN0 _ r0 _• _ - -... �. _ w M41L11 PL H1 LHn 0 M ,. ANCHORS (SEE SECTTONS & ATERNATNEW ON SIIQTS 13, 14. 15 &16). - - __ _ r*R-IA/13, R-2A/13, R-3A/14. R-10/13, R-28/13. R-38/14, 3' MAX R-IAW/15, R-2AW/15T R-3AW/16. +R-101N/15. R-28W/15, R-38W/16. r-'•' O L/2 1 ; 1/4'.-20%1' 1.1 BOL1S W0_ _ 1' (LASE FOR PANEL LE7NG TH MAX. 1. O i OVER 7'-67 (;', VANEL Lf7/GTN REGULAR STORM PANEL REGULAR STORM PANEL 5'-5• a +40.0. -40.0 p.R1 A P PA NEL t ( OVERLAP MO ANEL LENGTH BO UFE SAFEE 4�Rµ PAICI ' 7'-6' s a5D,0, -54.0 PAT I. � .. (W/O OV"IAP MID PANEL LENGTH OMID '�`"� i A` \✓ I 1/4'e-70.,' „�_ I `r: LbC 2ATaA1M E4ouMRWSLNCiN SSW. BEATS w/A]Cy� f I AT OVERLAP i I: »_ _ _, -. , . e. - , -...- --. . --- - .. , . L/7 1 16- I ..�. 1 _ i _. I I I - ( - .-_ - 1 a (� L6^.AIIONl O UiE SAFETY ! .. . _ RL' C [J;�7-L PANCI BOTTOM CORNETS O I 1 Of O ,DUNG NUT Al EXTERIOR WING NUT Al ------- -- -3- DULY IT PAWL au u RIGHT PANEL ,r 1-WT. T NSfAIATICNS ONLY VALID FOR WIND I*MIN, R-IA/13, R-2A/13, R-3A/14, R-1B/13. R-29/13, R-38/14, I' MN. SPEED UP TO E70 m.p.n I R-IAW/15, R-2AW/15, R-3ATAI R-19W/15. R-2BW/15. R-38110/16. -- ANL-HO45 (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. IV, 15 &1t) - T/A- Wk. CAP LIFE SAEM STORM PANEL (��;LEVATION (t) - - ., %` SOLE 1/4'.1• / 1 )_"U_2.�7' t v REGULAR STORM PANEL (•W OIEAIAP -1 'N[Xl VALLEY) SrORM PANELN b" A.N..M4 •LL,I Ii�uAx cAP Luc.:.. `�yZ 1 /J 11-R_...... ., _ _ _-. ..- :,.. I >. ...I. 4(I r _• > -_ t. 4 / _-..--- 1 - * . 'T6 E s LIFE S� PANEL 3 _a . * : * : FLORIDA BUILDING CODE (Non HI h Velocll HurrIcon. Zon EXTER_IQR '"%y e, f/ORIDA .•'�ke� °mP Rn o R` 24 GAGE GALVANIZED STEEL STORY PANEL �'r ,-, s•/ •....... NGYS1 /r--��- ---� _...-----_ ____ _-- 97/L7neLe / 11 L 1 E Co,,, \ 'GLOBAL PROTECTION PRODUCTS, I.I.C. DAIL SECTION A -A -` L__- I. 51 STREET '1/ TRAM T[S�,WO A N61N COMPEL T ��/_ L _./� . N. Y. r a ,TA.Iw L.,mA 1w1 n1. n MSIA SUY.E 1/4'-,• '!' Yy"+��w- .... PHI I, - r._ I-n, "so LRAM ua.IneA-754e. ra f.rka-pN, i 20-175 •. -_ r• PRIMING Ho f-O00,710'- _ P.[. taAl/9,o____D•tr WALICA MR Lr., P.L q0I a WO, 11 W I YNor, 1 7 _ - ' _ f -_ ._..__. ,__-._____--..._.- ____._..� ..-__-__..._,._-_._-.-._...�___ INSTALLATION DET/A•ILS FOR LIFE SAFETY PANELCi) I INTO WOOD STRUCTURES _ - F I -, T'- --,1' 1.- I.._.__.___ •...-___._ _ __ -I... I W000 HFADr. WWO HCAOFR I HEADER A'DDD HEADER ' . 1 Rt OUTRED REQUIRED � -t1,'IRE:' �i[_`r`-"' REOUIRCO i I .. •,,� 1, I R T- , ' 4y 1MCW T 4'. TAPWN / l .. i'� / T-' T Y" 11" TKYGGN .�_•••-- 1 R !MOON // . _AIY[HOA ANCI.OR O 0" O r MACMOR 0 9. O.0 ANCHOR O 0. O.C. , O 9. O.0 I 2_ I ( -� j (q� I 1/2• 1/4- /2' II/.. N 1 �/ 1. 1/r , 1/4' ,/2. L_ ,1/4•-1 MAX. 5(Sl(• _ _IT -- " _ --I W\(.7t�T u,.� u• 1 .�. , I 4 N, - ( I 1 '^ 1 I_- - �i w11I - + 71,11-111 (ir 1 I i _ - I I II I I Cl, r. i ll?;IM C T/�N.1• 11 �'/ p I ,/ALA-9A,. T" 1 . A '. I.TAXI 9(F� - ; A u 'NIN✓�R- I/•'. RMr• ; , .Ats rA(a J' u rA ExlSn p T . : I GAMS pLn W,Qj M ; rx's"My_ii I JSwMllf r,�la a 1 RWALAAI1�r O,aAM - (H 2 c1A35 u - - _- n - -- - A a w A.3IN' EXCGi1NGHI 1^ I iNf:1H a1aY r-e'1 GLASS tl F.{ 1 NN I U ' GLASS ,� ii f- '- it ) t]415T1(Ig 6A0 Fat RNa (.LM,S -e �] I 1 - AIR I...) n 0 I 1 I /r I IT I _ L 1.__ _A 6_ F 1 PANEL LEENNGTH j PANEL HCM 1 l' Ye-. / 1 e• D ,1 n . I I EL LNORENGTH! ( PANELS UNGM 1 I . ___ r__ - .,._.. i , - ;'(SCE ELEVATION A. (SEE ELEVATION II . DIN SHEET 12)PAWL fl 1 SEE ELEVATION I 1,) LEIRCIN ' ON 5.W ) I 12 I LOIN SHEET 112 N W , If 1 ON SM-ET 12) A 1 n NI• R 1 ) 9 I �1� I' 4:n PARATIOI I1roGLASS. , tl 1 N t I-- \/:i�J T "O C il•Min. W- SEPARAI)ON o GiJSS. Nu 10.,,. SILL. �� / - H 13 a +' mt,. t IIF- f L/2 a-- SEPAMTI(Y4 ; "- • 10 GLASS. R 0 j..j• I 1 SEN I ^1 a r-rl r I ._. ( 6• 1 - I L/2 I Tn GU�i•..N 1 I /- `' 6• EO I I oc , aG'Ir EG, 1 -If _ , 1 _ , . M.. EC _.... _ - _ - -- L I i I - I Gan r - I - I a,1, 2 O.0 I FryI• I /��: .4 1 _-I`) �J 2'A4• WWD PLATE [C I .__, _'. +, 4i MI0- f.)t i I 1,'A•I TAKI)N ! , 1. I,'4-. TAPCON REQUIRED �4'• M. TA,CON 2•..• wow • 12 In O.0 ' ANCHOR O •• D.C- ( ANCHOR O 6' OC. I ANCHOR O a' O,C PLATE Ij 4'0 tAKbN SIACLYRED TV/ STUO i I SIAGGEA4D W/ STUD I.. { REGUMIED _ AHCTNOR • 9. CC. ' I 2'A4' W000 1'ra' WOOD I_. PLATE .1 I PLAY( I I RFGUNCO REWRED i ALTERNATIVE R-iAW ALTERNATIVE R-18W ALTER ATIYE.fL-_ y)( ALIERtlN',T1YE_R_2BW 4_ RLG"__pmLLs 9_L E1__SMEIi15ANEL 9-REOMLAR_PANW O UEE WFM_PAN_rL AIAL- SHE.'-'•M-5 ML�� [4/I TREY NA/ WALLA-UNTINGS uAr T./e-I• ML..M......ANM...0 r A. TillsCAJ 3/e•:1• , y�?. 1GENS� '•. fl % FLORIDA BUILDING CODE (Non High Velocity Nurricon• Zone) 40, 44167 IMP 'D'0 n'Tm 24 GAGE GALVANIZED STEEL STORM PANEL I�ALLATION ARE ONLY VALID FOR X5 D DESIGN PRESSURE RATINGS (p.9.17 AND PANEL LENGTHS AS MR ELEVATION *ON ON AMEEt 12. 2. FOR NEW WOOD FRAME CONS -RUCTION. W000 = * '• * * _; -a .- STATE OIKr� - 9 IA s, - -- - 9'/f/2ert _ IL E C O HNC GLOBAL PROTECTION PRODUCTS, LLC. o•N 1eoN s.1 f snan --- MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIf. y ' O F(DRID¢,� 1.OB•4� •,, F IIWY-I11"r.>s� DAME. H. MI DENSITY OF 0.55 OR EQUAL '-A` " `•' , .•,.. im1 n,-,>. .. IHN n.-iM. PION[ (9aNRN-,5L6, IAA. (bL).er-.n, 20-175 r wrr..- 1S/ ++r� m11N1_1E -- _ 09,11_ „,• LR . WAL.,R. .W ` '- -' a-00WIt IN, , 4NN11 .N ITN A nLLlIt A . P E 1S-O n e N(P _, I A.t 1 1R1C1 » a to ---' -----" _ -_ � - . - - - -------_-.______ ' -'---- 1t214,_P_E5-S-U-RE_RAT►NO .s.f.) AND CQRRE_$jPQNRLNQ_MAX_ XIMUM ANCHOR SPACING R STORM PANEL f - INSTALLATIONS INTO CONCRETE IRE CONCRETE BLOCK_ .5TRMUB.ES LID ONLY FOR PANFL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) L R SCHEDULE BELOW r DES II MY COMfWMTx1N 0E THEM MAAIMUM P/34LT- iC.. „,,) MA% A.S.O DESIGN PRESSURE AfM NOW IN ANCHORS 'PACING FOP MIN E.D. PER SCHEDULE BELOW ��II"- �° SI & � _WUM PANEL IE1. (n ) 3,-6• OR �R AIL 'T 2A1MC-ROAM CALK -IN TAPCON SOLID -SET PANELMATF FEMALE N0 PANELMATE PLUS 7ALIAL-14ANIN CALK -IN TE 10 07Y[1C ro OOCBIE TO ' ft TD i0 [ ro LT110ef1,[ ro ro Or THEM ,]• 1T ,r 13• 1J' /D• TV , (_ ) I (BOTTOM) W-6• OR IaS! >•730-75 +11S,-tt9.6 13• S• tr D /7 ,Y 6 1/2_ ,3• IJ' a 1/1 7 +/1• S ,n• ,r 4 1 • 12 I TOP t IT IT 12• 1]' • t/2' t]' tr lY • r tr 7 1/r U' •' / (Ixm OM) s 2 or TO I .- e I �' - a, r - 7 t r - i, „ . : 2 -IT IV tr 13' TV 2 (BorTOM) IT 7' U' _ - — Y 13' a ,n• tr Y IT ,3• ir._ 6 Ill, IS n , o n 7 n IT 6 /2 _tBOTMU) _ _ ,Y I]' tY " ,0' _ 3 MITI, IJ' 1]' ,d`_ 9 1/r 1r 9 1/2' 10 1/7 7 I/7 IT r a (w) t In - - i I%1' I ,/4• 3 (6OR0M) -.,- a 1 r IY T]' 12 I%7 - D , / TS 13 a +/•• 1:' 3- 3' a 1/4 3 / °' ')° 1'2' i4 1/4 • , "i• 2 1/2 - e' 13' -lr 4J 0 i-i• 6 ,/4• _ - - 6 1H' - 0 1%1' 3 (BOTTOM) 1 2• .ate 17• - -- 7• e• -_ ,3' 1T S _-._ 12' ,r- - - r -,r ,]• -,J• a 1 4• 4 I Y / IO_• _-10 /0' 6 i/A• 1 (TOP) S {TOP) S (90t1W) 6"iTo%U• i (ffi)TT••i {' { 1 2• / 3' /Y 2 __ / OOP) • !i%T e V 10� 1R• - 7 1/Y 7_I/1• 5 1/t' - - 2: IS' IT 6 , �' r -vs•- • +/2• i'1/4• S n 5 (gn0u)_,�._ a (TaPi_ s RMII_") ' _.. s' t!' 10 , _ 6 I/I 6 we 6 1-�i• 10' ri' I ,r Ile L(W) >a' a ro a'-O• 13' S• 13' 10 , 1T 0 1 ,T e , 7 1 S 1 Ir 4 1 2 , OP tBdl,c4i 2 (TOP) >a -n To 7` 5- ) ,/1 1 I�'! a• - IY r 1 (B( Or ) _ F 6 I/r IT Ir IY r 13, -TV r ro• 7 I/T u• r 10' 11' B• IT 6 I/2• a (TOP) a (80iTGwl) IT r Ir 10 1/2 IV 5 1/2• 8 1/2' 7 1/2' 5 I1r IS• A 1/2- N 1/2 1 t/7• a-; rr Y - u• r 13• IV 1Y -1r 6 I/r TV 9 1/2• o r/2 7 i�'!• 1$. 6 1/x' 2 tOOT,Or) ii/ 1 4' fi 1/2 -- a• - -. -. --IF- ,0 1/4• r i /{ 7 (TOP) 7 ((IORDM 1s ..,.7. _. 1r L�• 6 I • ,�' 9 1/2• ,o t/x 7 Ilr IT !• b (TOP)-. 12 1/9-12 ill- 6 Ile 6 1/4• t ,%2' 6 t�4' -�.- - 6 1/4' a 1/4' 3 (BOTTOM) 1/2• S• 3 +/r r -' 3' ' •OOP) . r r 6 1%2' r ! 1/t• r 4• 4 11//2• Y e //I• 3 //2' 4 (ToM iSCRpL) .� _ r r • ) - 6 I/r - a• - a' - S I/r - Y - - 1 i%3 „ , _ !•1-11"E" • 13 S EGAD) _r 1�' 11-- ' 3' ._ 6 I IT is, IV 6• _ I]' 9' IV 7 1/1' 13• 6• a (TOP'-. i t/2 , ,/• -e'IT - e'IT -r r 7' a (aoT1T21M) 6 (") r I]' N• 13• 9 1/2• _13' 9 I/r 10 In' 7 ,/r IT r 5 (Dorm) 1 ,/2 ,1 1/?• r Ir tr • 1/Y Ia• E ,/a• 7 in• D ,fr --- t3' • 1/T (10Pi t'.5 1/4• ! sail"». a 1/4•.6 t/4` 6 I/1' Li i%�• E I/4-I6 1/4. 6 lNOn- VAM ntNR RW DwOS ON I" SCHEWLt 10" E.O roLVO4 Sw iNG SHEnH• ON *$IDLE..tDUCID sl A ." XAIVD ION TA°H .NCFnI 1-1. ,/,•. 1/4-. 1/47. .Arn 7AMG-WM.1 C"-w 2 yr 9 In N, - - oe0 I m ,,j oil tE r1 FOR MAX. A.S.D. IS USED .e TIC. • 9'a F , o. 44 167 .1 A: • :* q STATE 0ti S f `Ll- O* <OR10► M&LAIL a A.S.O. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8, > 40 PSF TO 50 PSF 6 -2' > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ N SPACER AT 12 1/2. O.C. P2or1 M11001 wD 24 GAGE GALVANIZED STEEL STORM PANEL I',' DIAek F -•� w� I \ ____.___ _ M2 - Tu a MOIN[[Rtlq ODYPANY Al" 5 W 51 1*PIt* - �TESTnM t.I, N ,.A .,I,Wr M..A, n N,.A �- ,>a).' - (Nn.1-10, TWAl• 2 5J5" w1mW. (45L)w 'IHI, Fa. (.SLIM. .79T 20-175 CA eo0•. I. _ _ '•A _ WRIER A M.11 11. PI TON _-. _ --_.-_ ARI 9n TO .N i►J5TALLATIOLJ_QETALLSFOR LIFE �AFETiLPAN - 1�TQ_POURED CONCRETE QR CONGRETE BLOCK STRUCTURES t 4•0 TAPCON EXISTING POURED 1/6'A TAPCON EXISTING FOLTRED I/1'1 TA'CUN QQ11IS7NNG POURED I 4•. TMCON E,)OWING POURED ANCHOR 9 9. O.0 CONCRETE OR ANCHOR O 9. O.0 CONCRETE ON ANCHOR O 9' O.0 COIIGE'TE OR ANCHOR O 9' 0 C CONCRETE OR 1. CONCRETE BLOCK J/1 I. CONCRETE BLOC- J t CONICRETE BLWx I CONCRFIE BLOCK RLOUtRED REQUIREDI i,. REOURNEO. REQURED. t 21 s }2J �) # 1 � �.:' 1 !:: 4 (Zr C �. _ r 11 +=J- '.1lA/W[. 14. �_.'7_ 112Wf. / )IN/vs i / _ EfAVVL I I 1 1 � 1 t J,u:, I I / 1 1 t C� N t' t U - H.•T 1 t � 1 I t - U I I 1 1 u M-�• I I 1 N I' Min 1 I I 1 ... 1, R- LXISllt4j -►S r.A' t N -N ti[, HAW 10 GLASS, U 1 !f. T SEPANA ,ON pAb„e'"'pWl TO GLASS 1 EX1571NC.J u ..1. .0. Y A w GLASS l ..> , NaLAr6 Ar a "* EMSnNQ -11 f I 6wT1 M AT w O f ( s/.e B71TN w A rA 1MR aASs ♦ . -. f` !. - I 6N. ra INra I 1 ,:LASS it J I 1 IOYM,A'61 Y-e-1 V 1 I I LOWIT MM oo� 1� u 111 4'. I 11 1 I 7' MR. •l' II II 1 I I ) •!• L PANEL MAN. N, LENGI -L' MAX PANEL II4 / 1 -...�.• -� PANEL lENC7h Wk SEE C1LVI412) ./ I a I I 8• PANEL IENGTH !LN (DUCE CLLVA ", l ,�I _. .... I 1 - (SE'E FEET N II I 1 5• E. ELEVATION (SEE EIlVAT2) I• Wn ON SHCF'I 12) IT ,+, I ON SNC[T t7) 12) II t• Min I 12 ON SHEET ,2) II 1 -; - - ON SF4E1 t2) It- SEPARATION -1 I T I IE-SEPARAIIOM I 11 + TO GLASS ; 11 -. 1 I II t0 GLASS. 1 IIt t I t i a t � _.. B T_ �__ - t t 1 / i t I V2 + ; 1 I 1 1,J1 I 1 I I 1 ..r 3 C� 6• `. �'-' L (J 6 + 1 t t o.• i 11 E.D.• ;, I .-• , • I B O I/r 1 a 0 ,/r oc ..= I � ,,... _ I I I ._ 1 I es 1 0G K I EO I , EO // - -___..I._._.._.. 1 I _1 ! .. - I EOi k, 1(S .IDI W.1. CO / ii .'O1 s. 1 '"'}` _ 1J __-1 L'� .Ii V2 ac 6e01I. , ocW 114-0 IAPCON 1/4•. TAPCON�4� I/4-. TACEIN 1/4•e TAPCDN ANCHOR O 0. O.0 ANCHOR O r O.C. ANCTWR O 9' G.0 u CHOR O O' OC. EXISTING ROAM CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR LXL5TINC POURED CONCRETE OR CONCRETE BLOCK REOPRED, -CONCRETE BLOCK REOURtfO, CONCRETE BLOCk REQUIRED CONCRETE BLOCK PECLOED SECTION R-IA U&TION K--IuSECTIQN R-2A =T10N R-=$ 9 REGULAR PANELS LIfL tL�A 4 REGULAR PANELS 9 LIFE SAFETY PANEL WALL MOUNTING5 SCALE 3/8-1• WALL -,..IM1H,... IIN,.- MOUNTINGS SCALE 3/it Ile. SEE SHIFTS 16 & is FOR A,4Cr10Ni AIIL•1011 IYPa TYPEmumo • SNOW 1p+ tl.$fALLATKIW461Nip TAOW eu Waco n1A1,lC eL.LD1NG5. -I-._1"SPACINDS AND 4WIMUY IIMMUM uAH.N. � EH) S 3 EDGE D6,Mv;E ARE INDICATED ON M13 '_.ITN,1 C.--M (HIS SCNCDULE .DR ED. LE% THAN WOICAT,D DN SCHE[ALE PCODU ANCHOR • WEND sm1M-IIIPI y,,,,a) ,,, II - 3 _ AORAR. OM CWWU IEAE% 711c9on IF, .Al. ATC S•.CMG SHC.'M ON SCHEDULE On I4 rOLLOWW. FACTORS • ,/2• NI. FOR M5 OPERATION TD N KliVKL REDUCED SPACING OQTWED VSwa rKroA S.W I No- or 11i THAN ,/2. - MRALAM SPACMG IMDCArTD FOR EACH r ON ANCHOR TYPE ON INK SCIEDLLL. 3 ,/2• - �. ........, ` . _° �P'' �\CENs''�91s KP ., I : No.44167 • Z _* : * € Rro" n'rDG, - ";'�} . STATE OF ' r • r ;,S$FcoRyur/ IL ECOIN. o, /ONAC /•,.4>'2•v ' -`, TEn,No i ENa�-� lF.a-c6 'II/NIIIINIIH I , ,,,,, - ELL S[K/-AOMIw1OK,[ .IT,., -O/MlI9I . r1oTeom; .oA L¢.r aAIC1 BUILDING CODE (Non High Velocity Hurrlcan. Zon 24 GAGE GALVANIZED STEEL STORM PANEL ITT' 0441N .Y .OBAL PROTECTION PRODUCTS, LLC. °' TAATE Woo S. 51 STALE, o"N' n "A".20-171 A`g (.5 Nwm. ,SM, ,a (SAL)MN-.T9T -1 1-r'-T'TT"- .T : OY1M0 W __ __—__ -- -_ ._-___-_--------------- _---- --._ ------ ,_____--'---- l�. &LAIN DETAILS FOR_LIFE SAFE IMP i11 -- --- - --- --- INTO WM-.SIffi-C-TIQR€S i' _.____..___ - r_. _.__ . _. •I _- ''I,'. WOW NEAOLR ! WOW HIAD[R . REOU'Rim f RL'OIMRF.D 1.-_.---' - /1'. TA•CDN - - fi. ' - 1//'V IAPWN yy 1 - .1 ANCHOR 0 9' OCAt 1:0R O 9' O.C. I 11 4) I (:2) ;T - MAX F"", 11 MI. I 1 1 I M,,, I R N I E%KnB ,,,,j I 1/' wl• 1 ,h I i MdIIIILL_T v GLASS u 1 e Inn I./��til N w PU/M 1.15,INr, M t .i e� " Nw uwa n:�ss'--"In it , �� j' 1 LoR o6R rxl I 11 I R I -� MAx II ( I •• LINT a '` ' 1 6• PANEL LENGTH 4 I ! PANEL LENOTN ' (SEE EIEVATKIN H '1 1 (SEE CLEVATgN tj ON S14EE1 12) f I ON SHEER 12) I, T' I -t II R i III I' Min I „�.: -::_ IE---SEPARATION �i1 I � �I ,• IM, I ..6 I0 GLASS. I (~f 11--SF-PARA,ION I t II n rc ; o GLASS. I 5- • 11 (� E ... ' . O yr oc�2 I 6 n ,/r a EO - CIO , ,._RH2gBw IT I ��p� 'WW�+.Fu• -.... I , EO ____T .... 1. CO - - . 2'.4' WOOD 7'%4' *Dal PLATE PLATE RECLINED 1/4.0 PANELW/E PLUS REQUIRED 1/4-0 PAW MATE PLUS ANCHOR 0 12 1/2. O.C. AN(:NOR O 12 1/2. OC I I ALTERNATIxE R-3AW ALTERNATIVE 9 -RE-QU ii 9 LIFE 5 Fffx II14 WALL MOUNTINGS e1� T141/7", SCALE 3/6-, A� ---\,\CENsi- ...16,, N0. 44167 - FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) unTse� NOTES: � * �, * .. Toon 1LTECO. 9,C .A. 24 GAGE GALVANIZED STEEL STORY PANEL„ o. t. STATE OF ONLY VAlJO FOR MAXA.S. C. y:• W i ��__� INSTALLATION ARE .: • DESIGN PRESSURE RATINGS (p..) AND PANEL ; O� (OR _ - ._ GLOBAL PROTECTION PRODUCTS, LLC. ° ORRE PLR ELEVATION ON SHEET 12. ' - `''oJiSly, ' I L E C O NNe LENGTHS AS ,, _-__ 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD �COIni r)To, A�oLNIL-Wn 233,I�L t zi, S/ONAIL �,, ,/, : }q''IMr }u MEMBERS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC ITT... N.uM0LA 6 11 AA.. aM�1"rrY�_yW oA>.A• , -TIE ,1506" 1s.6, ra. (M.)M.-en, 20-175 ... ew .N DENSITY OF 0.55 OR EOUAL- - M O••°IN W' PT SCA/S,G'ComiN/WW OL-OOOK"e I�`_._�•w _ WAl1,l1 A rKLP N„ r,C , NP „.rN T , WHIT 14 a it I-_______--_--__-______..._ _.._ 11[ N,67 --_ _--.-.-._-_,_.__-_._-_.-�_-- -4.- (1) N I;n N? m O O � -4 - U Z:3 3a) � Q Q- r- O O i—_ j -0 � CL U) O O 0 V O _-_ -0 O0-_O (1)0 O O � LL. I m m (a) L_ O � � r- W O Cu Q F- _0 .E- !4^ U) _� QQ M-(7; N T 7 •_C t> Q m 2 a) 3 —• :: . sa 3 c C2 c ,cr CX_ 1, 3 � TOO > a} a) .a :- y _- L ... CY A L, '� C m a .I L. ` (3) c- -4-- BIBBBBBI v / U) 0_ C) 0 a_ U m /� v L. co W Q Z Z Q __j SHEET NO. SH 1.4� EZi/18, EZ i w/ i e ANG,gRS _.---___ _-._._ .(SEE SECT" QI 6 ALTERNATIVE E21w ON SAEE7 16) +' LEA +• Mn. � '�(T,Ei NOTE 2) ti 1,)w/® :�1(Ib [ 2) hkst S.M,f . i - V2 iatl FND _ /1e'a 4VWNU4 CCDD � PoVC] IS 1A51 PANEL(3)TO BL INSTALL �U AT EACH OPENING' SHALL ALWAYS 9E 1/2' 6 O O O I O O O O O J 1 1 PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATI{N: IF INTENDED 70 DE INSTALLED FROM INSIDE Or STRUCTURE. _I_i_. __1.. .-. -- �` - - - T NOTES i . .ri.y.T'T.L,.-.F�7 T._-T_T._.T -- �. -r _ T_.T T_� r..-. -._.. T_T.. T. r.T. . - - Oi L' j (1 E-Z HANG STORM PANEL SYSTEM I I (END PANEL) I (INTEMOP PANEL) iINTERgR PAN, (MITERIOR PANEL) --t-1 T 7 T 1l 4At AN L -1 Gant TRACKS TOP ! BOTTOIE. (END PANED 1 SEE NOTES 2, 3. I 4 1 I I f I I SEE N01C$ 2. 3. A I I O. (2). END PANELS SHALL N.WI�5 RE CONNECTED TO BOTTOM TRACK A I MAX OTHERWISE A STOP BAR (V S)NLL BE PrEpy1GED AI TEMP DT 5U'GI I PANEL LE40 E on, PANELS, - 1_. I I (.1). D END PANELS ARE CONNECTED TO EIG OM TRACK. CDNNFC7ION I t• • - + I. SHM.t CONS57 of T/4'e-2C7K!/4' M.S. W/ 7/8'eK7/J2' W, C. "tiL� PANELSAW/ I/As_xNI• NUT OR 7/4'eN3/4 Men THUMBSCREW INTO TAPPED BOTTOM 94 BOLLS WJILq • LA OVERLAP TRACK L6;W OF FASTENERS MAY BE AT EITHER OF TWO I 1 Ili SECTIONS AS APPLICABLE) EXTERIOR MT FLANGES OF END PANEL. �_ a I 1 �. i". �. _ ....... 1 . .-...L- .. i _1_.i.I ct11A�ic1• (4) TRNEIS te. A BIN LASli. THAT E CONNECTED TO BOTTOM PANELS ARE N07 CONNECTED u0 BOTTOM T j - - 171 LEAS, TWO TRACK SING SPECS K I.e. A I NLY USED A A CONNECTION OF 1 (( jl II 1j Ij � I jj fj j� y7j jr INDICATED NPLS0DB0^OM (TRAC�A+ IOCC ik A CASE, CON 11 T-T-T '"1 T`-i�TTI r[ 1 T T T E l . T�-T V. J�_L.1J_LLJJIILJJ_hl"IJILLUlzCL1�11LJJ_LIJJJLLLJJ_LtJ,-- .___I PANEL LOCATION -� -. r 4ov � ! SEF NOTE 1 - , __ � 3' Mo. .L )A1LA'f10N5 ONLY VAUD FOR WIND ,' Mn I A {. �Lw �l4i1 i9EEW T I' MIN PrED LIJ /�P 1q UP TO 170 m.p.h. ANCHOR ----'��- -- _-(SEE St.CnnN E21 k K1fNPLAtM Q+w OM SNEC' IB; - EZt/18, Et1W/1B TYPICAL _. VATIOIJ FOR SERIE�20��E-Z�AN-9.,_51 M PANE SYS7F.�d (t) Aft 3/32'=1- "I 2. )/4• MOM. CAP iT.OdW '., .1 Mot! MY1LY} / 1 FRIZZ I/. / MAIL W 10SECTION A -A a %CAI F 3/ ;.'., ' N"Se'�1`IA �IT141/ .- �S�P'' ✓a FLORIDA BUILDING CODE Non High Velocity NUT Icons, Zone 1{ .44167 s wto2o mmxk INc 24 GAGE GALVAHM STEEL STORM PANEL wrx. *n 's #''. * arm/hex STATE 0 I IL I E CA O cNIr GLOBAL PROTECTION PRODUCTS, LLC. air �'-• T" •■m S N 51 static 4,a0. - r(ORIU yr 'A,, R.P..4. ,s Y�..Ya.. n Lw+w OwA. 1,. 17a1. 20-175 ,..n peg•->��Lea a..w"Ar,p.L (Div MN-rf✓.�19w1AN-RfSI JQ a.A - U-om?,w ONMING . wwTT�• NK(OI A m!n Ir., F.[ J JI7 "Hall ■JV.R ..HnH+"L '• JP. - F "Ill i",iNjC_FC41N(-a ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT September 15 2020 Application Number 17669 1 R<' EX Project Number 2031543 Product Manufacturer' All American Shullers anti Glass Manufacturer Address 1540 Donna Road West Palm Beach FL 33409 Product Named Description 24 GaNanl ed Steel Storm Panels ga t Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Rojlon Is being issued ar accordance with the requVements of the Florida Crop aanne.r t of Business and Professional Regulation (FWrda Educing Commission) Rule Chuple, 81GN 3 005, F.A C, for statewide acceptance per Method lid). The product noted above has been tested andtor evaluated as sumrnatized herein to show complance with the Florida Bottling Code S vezith Edition (1020) and 1s. 1 r the ur{woo intended at baste I vakntto that requ ired by the. Code R evaluation of this product shall be rogerYad En,low1p jwant FloridaElmBuilding kiOp Codemodifra ions or ,evonons. Substantiating Data: O&,A UATIO DOCUMENTS S EXa 03 - tildld-24 a Galvanized Steel Storm Panels b(HVHZ A No-HVHZ . shoals 1 5 prepared b1' Engineering Express, signed & BoaNM by Frank Bennardo. P E is an Integral pail of this Evalualon Report TEST REPO1M Und.i n stahr stnrrtural performance has been tested in accordance with TAS 202 test standards per lost repnn(v) WBT-ASGG I i 001 by Blackwatel Testing Inc Lorne nimsde Impact Liu;lslauco and cych( loading performance has been tested In accordance with TAS 201 end TAS 203 IMsi standards pet test iopwt(s) tlBT ASG 17 001 by Blackwatel Testing Inc • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations hove been prepared which evaluate the product (lased on comparative and/or rational analysis to quality the fallowing design Croatia 1 Maximum Allowable Spans 2 Mmimum AHt7wable Spans 3 Minunum Glass Separation 4 Anchor Spacing 160 SW 12•" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 31442 (954) 354.0660 1 (866) 396.9999 TEAMIEDENGI NELR,NGEX PRESS.COM ENG/NEERINGEMPRESS. C OM •='•i;.L''N111 ':• rC 'p1• - x nI. !Y __. r I I x N n ssr +IVN, . >a.. err. "� 'h"- .t rH'1 L. I,. Et LU 5a IEA•L' n' I... -r M1r�7 }y5 1. 18 °. rAsi- ' B NY.aen-PLL naA AAA •hl 1YT WII Ir (An it "ItxR11 -AM" D Awi �� illTN.< 1 H3L t. 1 11 M H IIr N t YiA aka U +. ,-,,4111k,!2Z'IR.R \ (5 L� l it. •,n. -' �A t31, : " i- rn� . ML ::.,cr.. _ 'K'Y.a,_tTl- :hC• TsrL ' Y'_I CR ( w) *e___, �// (IF • v. r.-II 'ri. CXlll R �_R1.1/lY- ,,iE," l� . A it . 3l yr 7I IP - mT r 7 �310) y LY 1V ^'1' IYN.A)...,.1 NINIRI Wa:IION LMF rvl�;wEERlraL:7 Page Z of Z Ail \nlencan Shuticr4 and Gloss - 241ja Gahanl/ed SIM Storm Panels No 3314 increase in aWwable areas has been used in the design of this product Separation from glazing is not required for Installations outside of wind Zane 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced hi previously Rated teal repcot(s), and is accounted lot In Ih! e'ngmeenng design of this product Wind Load Resistance TIVs product has been designed to resist wind bads as Indicated in the span schedula(s) on Ire wpactive Product Evaluallon Document (i a engineering drawing) Installation This product shall be Installed in strict compliance with its respective Product Evaluallon Document li o engineering diawin' aloe with all Components noted therein n9 G Yl G Do Product components shall be of the national specified In that product's respective Product Evaluation Document (I.e. engineering drawing) Limitations & Conditions of Use: Use of Innproduct shall 1e 1n stncl accordance with the respective Product Evaluation Do cument Le engineeringdrawl as noted herdrawing) o)1 n All supporting hall shoe lutes shall be designed to rests[ all superimposed loads and shall be of a material listed in this products iespecteve anchor Schedule Host structure conditions which are riot accounted for in this product's respective anchor schedule shall be designed for an a site -specific basis by a registered Frolessumal engineer All components which tiro permanently1 hmsla4U shall be protected against corrosion msion. con er1nal10 n In til other such damage at oil tinges This product has been designed for use within and outside (he High Velocity Hurricane Zone IHVHZ) Re,peclink Frank Rennard0. PE ENGINEERING ExPREse NPE004165491 Cen Auth. 9885 160 SW 12 AVENUE SUITE I06, DEERFIELD BRACH, FLORIOA 33442 (954) 354-0660 1 (866) 396-9999 TEABIVENDIN[e1LIN0 EXPRESS, CON ERGiMaERtNGEXFalts.COM a'"+':C P , 1Y:.-T .. V.wt1:V1 r 7 r:I Wf. Y r ••,_ S i "i fit E - xr _U lu I0 III Z .1. N .. I wp �rIE M.I: �.111111111111 - I nw.. - .- .. .-..__.H C DD %UM AA1R -, - 1 7�' X...W- n 7` ., i w' - ML. A" .Nl: Yr It. .Y ,_ .I"iU1MWS NDUNr siCTlDfI ".HPfh,PrAW I•',A-In] visr,N1At'--c,• Lit -vl IMJ 1Rf. ay.Fn 11,IT yVMIL IY '. V....UIY�J,.CI rAI,n I' /% / ,�[r ;1y.a WI .L r.IPr.::MT: L ///._ M.� HT. +. M]N .Trod rc 1rH hNfV hN'- V M A N LrFAR - _ l• C rt rr n r 1 ea - iY .N I n N 1. l 1L.. / 1 � r. a n, F4 I ell W1F+':rnc - yy ' ,A,; K Ar.ir I.,, ', r• I +1..w.,.. IN~1 u 1.4 1 A 31 L:Lt+'. •4..vv 1!y. t L11V . - (' Y Lill N:111.. Yl1aL rA'''11-11"1 IA INS! L_. M a ' r ' E,�r! I:.Tf GA_�r`� ,AF 1.1 (11 'h T / M'w."'IF-I.I.- 'I. rn D rcF- ,M4. A.KK f' r'h..anrir"t 1!t•'4«..InsW L, :r Fr f .1,- �4L7'inn, F.v - s. 1::7J!'Tl.':n rn �' '^'7'' U_ " - 19 W � 2 4 . U OPTIONAL TONG>r'i'OM CIUSURE U?AD Al, ' II,M,IL"YFINI n Voti. ".l Db N HP m 6.D 054,6E ww> au -MH1 3 aLW n .. g ITi sBn9 m � 7{ E N a w W OO LLI b U) 0 0 Q Ln I>! LL,6: c,�� r-< i =Id in DiI 4 - Li r LIJ Cr ___1 yyyy P ii B (1iMEgo-^igg I I�i1C4 t i3 I i 1all?=99� ��EB 10 j R 1 1 �'Q a IiC0 h .ft1_"i, Tans 20-31S43 INaLA,LLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL (I INTO POURED CONCRETE, CONCRETE, BLOCK AND WOO-D-9-RUGTURES h.-_ " - - - __ I EXtSTIhIG PCIVREU CONCRETE OR `. 4'0 TAP;ON CONCRUIE BLOCK ANCHOR O 12' OC / Ii REWIRED .-® F f 1/4•0 TAPCDN I. 11.Ah• HEX HEAD TEK SCREW FROM WOOL, Hmci't. : _. /14YI• .NX IR:A(7 7CK v IF - --Kira ANCHOR O lY O C I' 064• EDGE OF (� RFQgRED I ;tHr IIILq}'1 EDGE OF 7(J V :�; 9 1 -'�J F D _ ,. 4 .LIA 1__L;P=:f_ . I U."." R.S. s0L71 3 ��,kill p I Nta /...,,.,�L"' I AT G�.d ,. 1 I 1/2' ElJSF M ' 1 T ,/', 1, SEPNMDDN Exl 1 11 10 GLASS -a 1 i J/te'• POP a M,, I fxr51 SEPAN,�., -I I t /1 e'a GLASS N 1 ///--- KUMnvUM -.{'" RNfT OL1lS�_ iC CAS R 1 i Y POP � R,YET "..__.e_..' ..i /••♦-ter,• ..* u aDLTJ w a`.. L 1 8'-0' W%. I ,/•Y"lORr a i I 6.-D. MAX nG Is _i_ __•. I PANEL LENGTH O .._.__.. .- -.'-- __.-. I PANEL LENGTH • MIO tl P. :_ryL n tiSo CLASS 10 CLASS. j ; /•l) II- SEPARATION tG j .. _TNUM85CREW SOX 1` 11 it I SOR -.T1MUY95CREN W IL 11 (%JIBE. 11 I ' RF I tl . Col . 1 I �.,I -- LUtMr.... I !. Jw .. 1 CI PCUN ANCHOR TAa I2 AN(:NpR O tY nlOCR REWfRED WALL MOUNTING SECTION E21 SCALE 3/8x1- MI. NEL LENCTII ' I. INSTALUTIDN ARE ONLY VALID FOR MAX. AS D CIESN;,, r5l"11,11 2•-6- PRESSURE RATING +/- 40.0 psi AND 6'-0• LW PANEL LENGTH. � 2. FOR NEW WOOD FRAME CONSTRUCTION', WOOD MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC ! i DENSITY OF 0.55 OR EQUAL. '_ /2 1: 4•0 TAPCON ANCHOR e 12, D.0 2'PA' WOOD j' PLATE REQUKM WALL MOUNTING AULENATIVE EZ1w SCALE 3/8-1- rs1 •JQENfC1• '? FLORIDA BUILDING CODE Non High Velocity NurrIcon* Zone D. 44 iq°t0 m eoa �' 24 GAGE GALVANIZED STEEL SIOR I PANEL P c-�� s�o'•, STATE 0;[ / 11 L I E C O EN � GLOBAL PROTECTION PRODUCTS. LLC. eT/a.rt1 nR s�0� �(OFTD Zv D N. N A: ,teem coMPANY - se 51 Hs11 S"I .... • • �,lA , 1 n... w• •'.- •MH -. Lr4 .nl M.M NtB1L'. (66•.Mr >•3+n. u1 tn.7ARA n'.sr 20-175 Prf�HaRo N,,WFNxrV4t/a.n ~GL-CA011t4 UA4MA w 4YdnR A nLL:1 x. P4:. **+a 57 swn Is W in IPFlnx IIIPr,NA1Ur,Vf- .____ _. _ ____-- - ALL AMERICAN SHUTTERS AND GLASS I 24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-4VHZ/ �- MAXIMUM AI_LUWABI_E 4., �_,,- Por�W DESIGN PRESSURES: DATIP w 1*5T ��;" "ill" m "" _' ` _ _-- --- AS NOTED IN DESIGN DESIGN NOTES: saH®uLEs aY WIDTH UNLIMITED (PE0.P, TO DRIVEL SPAN) T'OP MOUNT (CONN 7y{,E 45 REQ'O) gDTIjjg OPTIONAL r"-20 STITCH BOLTS wETH WA5HERED wI...... FASTENED O POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GGgqyyEERRN7NG C)ODELPRE"SU REOUIREMENTS/S DETERMINED N AC ORDA WH�ITTH AA66CCEE 7 AND CHAPTER t OF iH{ FI:URIDA BUILDING Cr2DE SHALL BE LESS THAN OR UAL TO THE P06IT)VE OR NEGATIVE DESIGN PRES URE CAPACITY VALUES LISTED MEREIN FOR ANY ASSEMBLY AS SHOWN. n o3 qq ii t "i N4 rIR � V h �. 9 N°,w u >' 'j¢ IS Q c b 9: Y g W WE0.LAP50 M105DAN (USE al� ,-. APP7OPREAIT SPAN TABLE) 2 a t?: - p 41Un� p, PVW V'E1f 11 E p a 6j III z a 4 j y-ND.156" �/ / _- 1.11 / �Y BOTTOM MOUNT 1 I tCCNN TYPE AS ` l ( � - _ RPQ'D} \ `RIIJil1' - / � 0) 7 MAY BE AT TOPS a BORON (�TYPICAL VERTICAL MOUNT ELEVATION 1 N T 1. ELEVATION top mOuNi (CONN 7Y DE._ LnNu A: REQ'DI (SPAN ABOVE y--.- .OBSTRUCTION) BOTTOM W M �a (CONN TY ®; 46 REQ'D) �j O Z § IFS -OBSTRUCTION E Z q < Il OCATTDN MAY VARY) y1 E0 a a r�- OUNT TYPE MOUM ((%INN LOW AS REQ'D) ION) MAY 9E NOTCHED AS REQUIRED, OPTIIX4PL ki-2P 5'TTiCM PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE L5ED WHICH SATISFY i'/INGNUTS FASTENED 0 SPANSABOVEaBELOW0051RUCTION. OVERLAPS 9Ntl DSPAN(USE APPROPRIATE SPAN TABLE) GENERAL NOTES: 1. THI6 SPECIFICATION HA$ BEEN DE9IGNH7 AHD WALL BE FrAeK CATED IN ACCORDANCE WITH 1 HE 0.EQWREMENTO OF THE FLORtoA EVILCOO[ SEVENTH EOfT10N (Z020j _a us. IEISIOE AND OUTSIDE OF THE NVH3. PER TAS 20I, 201 AND 20JT[ST PBUTOCO LS. NNTRIKTOR SMALLiNVESTIGATE ANDCONFORMD C CIN C ALLLOCALME BSI AMS STCAA AMENMO ENTS WHICH MAY APPLY. DESIGN ORITCRG BEYOND As aTARO nEA[IN MAY Re10V7RE ADDITIUNAL SITE-6PECIFIC SEALED ENGINEFAING. 2 ND 3}1//3+i [1ICPEASE IN AU.OLVABLREIRESS HAS. BEEN USED IN THE DESIGN OF TH7b SYSTEM, 3. THE ARCHITEC TIE NCYNEER OF RECORD FOR THE PR0IEC7 SUPMSTRUCTURE W1tH WHICH THIS DESIGN is USED SMALL Be RESPONSIBLE FOR THE INTP.GRITY OF ALL SUPPOR71NG SURFACES TO THIS DESIGN WHICH WALL BE COORDINATED BY THE PERM7T77NGCWTRAC rOR. 1 9[PAPAIt 571'[-SPKIP(C'SML[0 CNOAN eE in 'WALL BE A u14E0 al ORDER 1O DEWATC �ON IOADG DEPIH7TON6, 00. SPANb IbNTAD1l0 7 11 A N[REIN. COH ACT TM S ENGINEE FOR LTERNATE SPAN .ALCDLATIOHSAS NAY sP RRQUtRIO. s me s 7VI DRuIeD nOletN O aenetlG AND DDo xaT Pwwar INFORMATION MR A SPCCURC STR. FOR SITE CONDITIONS DCNCRENT FKOM THECONDIT10N6 DEAILEO HEREIN A EN9ED ENGIN R D L1C EERO REG6IFRE ARCHITECT SH ALLPR FPARF S7 SPECIFIC DOCUMENTS F U 1 ARE C lY S OR USE N ? n N P A A 6. ES tU RES THIS CIOED HEr 6 DESIGN RE -SUITES NOTED /IeRE1N, 0.E BASED NA%1M.I S6 NOTED PRE95URE5 DI VIOEP EY A 1.5 SAFETY FACTOR 7. ALL FASTENERS ToatJC•O OR GRCATtR GAE GRADES UNLE%NOTED OTHE LICSE. PASTENERS SHALL BE CADMIUM�PUTf OBIS CORRDSICN-RESISTANT MATERIAL AND SHALL COMPLY Vrr11H "SPECIFICAT1CY15 FOR ALUMINUM STRUCTURES' Be13 BYTHE ALUM ASSOCIAr , Too, a ANY APPLICABLE FEDERAL. STATE, AND/OR LOCAL CODFS� a ALLSTDRMPAAlnSSNALLse2•GA S TEEL. b0,024" 9 STORM PANELS SHAM ATM WI H 45TH 40]35Tquc"I Klo uALITY 4 KEI 3N ALLALU VMS oFU ION B A A U OY NCN A 5 S M LLBE6067 T6 LUNSN MN.L 60. LL ALUMIN M EXT USIONS HALL E 63.T PY ALUlsaMINUM UNLESS NOTEa O1HFRl'/LSE. 11 TOP b BOTTOM DETAILS SHOV/N MAT BE rNTCRCHANGED AS ri[Lb CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTTCALLV CA HORUDNTALLY A% AFPLICABU. 1 CII p a GONCRFTE AN D 5NOTED HEREIN LL CD 46 CIFM0ANCHOTo R$ NON -CRACKED CONCREIf ONLY. INSTALL ALL CONCRFTC AMLHOA6 PER I ANUFACTUAER5 RECOMMENDATIONS, 14THE CONTRACTOR IS RESPONSIBLE TO INSULATE CA PRO 6C'r ALL MEMBERS FROM DISSIMIlA0. MATERIALS TO PREVENT ELECTRDLVBES� 24, ENGINEERSEAL AFFIXED HERE 7D YAL iDATES STRULTIRAI DEIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACNR, NI. AI RIDEMNinC5 6 SAVES HARMLESS TMIS CNWNeVA POR ALL COSI a DAMA xe5 INCLUDING LEGAL FEES 8 APPELLATE FEF6 RESULTING FROM NA7ERIAL FABRIGAT[OM, Fe" eR&1`109, 6 CONSTRUCTION PRACTICES BEYOND THAT 1va1CM IS CALJJ.m wR BY Lou 9TA1E a F[U[RAL GODS 6 FROM L. DCVIATIC1n5 OF THIS PLANEREQGI13.IXAYTAG OPAFFIRM PROVIDED I NTINa NO AODTRONAL ALCATN,N6 St A CLTIONS NS ARE INTERRED. 1■. OTegAMITTE ADD DIVAL A OTHIS CeRKI4G510THISDOCUMENT t10T PCRMITTEDArID ONALIDATE THIS RRTIFICATION. 17. PANELS SHALL BE PERMANENTLY LABELED WrTH A MINIMUM OF(1)IABEL PER EVERY ``7.0 FEET CONTAINING THE MUMVINGINPORMATION' WI7$IMEU BEACH,, FLE0.5 AND GIASB I'. FUHIOA OR DLXiROIwAL NUMaER G qg6 3 � @ } N of I° i O to b O LA L9 � 8 O V) N Li' a W g $ d P '.3 y, - =a ., N o = .. 6 ,� IX Z , ¢E in IJ WZ W < Q J J 4 C ;TMIIs (-u x o y O < y - IJI !E A. q o C q o w � A�TtTYPE L' F 'yL., [( B $ 3 e C � � i C S BN¢Ij C rl•Ylraan"a"4a'U a'a 0 m E IF P, A �pg 1q• 6 �A E F a 'E IiC1. F12-12 �JARC SSp TESEX)TIT]M ��`PANELS e- VISIT ECALC.IOIS1643 N j,O 20-31543 s I: r64■ourum4nt VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 I; I I ELEVATfOFI _,,,`.'' ':11:1•=A:.T,:' i� aW, NY RMVI.'M1AM•']ISItb � -'q ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 4 A G U,F PANEL", MINIMUM STORM PANEL SEPARATION F ROM GLASS (HVIQ WIND ZONE A IS ESS911W FAn1ITIE3) i NuoriMUM DESIGN O ALL WARD INSTALLPiN)NS lES9 1 t R 1N5 AUAf1d15 GAFA E M A E35LI f • SPA I N N411 1 1 T)MN b AaOVE aRAOE 1 HAN 90 AIIDVEGMOE PS 1 1 J to t 1 Da T6 - - 6.06M - 116 M _ _ /]S _ _ _f._ 13UlIM __ _4 06 NY .. Boost- _ .._ . 2IBU1 - -_` __0 _ __- _ 'Hi" _ ZEa -_.. 1 two In _ 6.OIM 2.i6M ' I_YO Din 6,061. _ 2461n ' •. s32.1 -_. s x..-. -..... .f 59n ___ .r__'Sy72M N_ b.1INi I-./'6, _vss ! 1_-.._"_.--T___.-_ ]6A In _-_ ____. 6.12M 2.e0M _/r2 not.. -_.___ �____� a13a -� Ise1M >rAN bI NtL)ULt NU I t5: i. ENT ER SPAN SCHEDULES WITH NEGATIVE FASTENER DESIGN LOAD 6 PANEL FASTENER SPACING t0 DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DEMON LOADS. 2. 'PANEL FASTENERS' ARE STUBS USED IN CONJUNCTION WITH ALL N EXTRUSIONS MOUNTING V 0 C' ANEL STUDDED ANGLE. TAB USE 6 25' D.C, PANS FASTENER SPACING TABLE VALUES PDA OU ALL AND"W-HEADERS IINCWDING BUILD OUT ' CONDITIONS) T 3. NEAR N ER T BETWEEN LOADS 1 u 1 ATJLA ION ET L 5 S ACC[+PTABLE. 07HENwlSf I1ErE NEXT HIGHER 1DAD.- 1 ENYER SPAN SCHEDULE WIT" POSITIVE CUSIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO be PROTECTED 2, SCHEDULE IS REQUIRED FOR USE WITH POSITIVE WADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHgi LOAD. 1 i ) iT7R INSTALLATIONS W IOE THE WVN2 AND OUTSIDE. OF ESSENTIAL 7S 0 S FACILITIES IN 0.51M WEND ZONES 1 tHIRpUGry 3. THE GLASS SEPARATION SCHEDULE IS NO1 REQUIRED AND NO MTNIMUM SEPARATION FROM THE PRO 'CTED OPENING IS R IRED. MINIMUM ALLOWABLE SPAN SCHEDULE (ice - TOP NOUN I I . 1 � i 11! A � - 1 � 3 ; 1, I a, I 0 � i "� I ; I -! 'If N•Rea 0' 01 a 3 4 l6' 22' ]r a 24" - 7r Ill" SO s a -5 n•.da a v o^ 2 2S r 2r a :r 2l' m 4 Sl,wl 23" 2r JO' ]_," - Ti -ti '4, 5 99• IA' i Blab M 2 24 P 3-FY' dB w 2 4B' 46' BT _ - Bald W Mans - 2T � : 71 L I' 26" 21' 3T it- 2r �" IT" ]I• pPn Mourn Z A 2r 34' S0" .Lod !0 29" M -V' 1f' 30• 57' v' I_4- e•1 '- I, P - 23' a• 2r 2r 2e a• _ r �_ i1' 1e" 'F ir^ •GA 2r 74• 2r 30• 4B' 9P AI' 7r 3t1` 51' SA MwMi 29" 2 W 30' 31• W 23• TO" 11• sr 'C" T1•vt _ IS, 71" 83- 2e" 63" 10 6R' r1XY0'ITO A! TOP OP MrltY,m✓aNEL I.MNIT!O rIR3 'rMN iNO3t,1f1 IN iLw�F ARfwF YRI"r, MOI_Is1 I NO 11APAA•TIGN PROM OlAV31S AEWFO D -1.1 PAN- MM. '" I$ ITYA P I1MN n,AT NVml, YOY V AE UM C 4b.MnPAtWt tD hO,f APD r 3 7fOl C1 viti t 'Ill Lr NOYN111N AB1 RAah•2 WIN4tl:11 BE HIPtLAAF Mtn 6 ■O Ib,l N IIOfFIi T uREOx ewI06 rdM71R0 COND1nOMb. AIWIALOSLPLRATIONnUNMA45L44iL1KYq OFr. 'R • t,Rtl fnftH OA wnwgn 5nrrn iKwK+Arq NNtW.ieen.wml A♦vt1 ANUR roemM.l4. I.4. ,A]tEN[•4 r t1 t M i 15' U.L 1 r :s_}Nil M' N t ONNr OA CI(,MIPMIMP ArT Yn U UM UATh II I Ur ,I OA'l DP ppTTU.I D. ,H:1NR PF,u1 R-1. V61NO WY MOUNitNU o�wnnVN ]r,DNH IN M1<P. PMWTrw.'. LNI n OPTIONALINTERIOR FASTENING DETAIL N.T S. �MlA It rADN YNtt1119• L1t— . Mo, :. O w 1 w 6. t.:"n "V, �lv w6! a Y L - _N IM 4 " W ^ :4:j a Ow d R1 O Ln LD 0 i Z 0 - . -� a i ,N T - U`13izlt it S m ✓ I < U ; B <L Ot _1 10.E 1 .11 Q gg 11161N, IJ 1� 1 14 JP x i-"IAcood K"M NAwJ wAvR6o • •a R tS' LP wf a • a.G NDrrec 131E ICORNKrS"'A""'"" FI It dd qIjc I t eA NN5xM1 A M1KIN1 AAIR>i ➢ G 11 �, 4 . ■OTT MOU1n OM tl y 3 9 C LN 1 F IfaYM nrP K 100'10 1 1 - L. 5 , - ` ) eNeeD � � y g - = or ("'- FLAP sois A, 1>N'KrnnPWNK]44",I u1W `Ia .F9"a YA uI CLAVKI OF I NN3Trit AIND.- 20-31543 ._ '„av, -.11 A PAN. 1➢NT IV od• - C-Nat PA_OAP4iCAP_71-OAI OPTIONAL EGRESS PANEL DETAIL __, kV I _ INTERIOR FASTENING a fi"K ULNNARD`II P x 66 1 P I. 2.250" D 094" 2 990• 2 250, 7 70 0W, VY w swu Y 2250 094 OJSD' > Q JQ1 �j z� PlaP tic. i 0.094.,0094' �.125• ".""1''`iig �625'oN S n 0.125" $$ 18 GA _$8 QT..., g0A94" Id91" 12a' 7YP, vi ryP a �+ -U.3 +Z, .06r E7 'D9a• I', - �i gq p 4 l 47D" 1930" n10.062"_ 0.06i 779"-1 how � � �.1� '�0 425' Etn 14� - I ( - 2.000° I- L-- - _.- -....-•LA� • --4 2,010" � z.00D 4062' 2W -I 1Ano" -.� 2.000. �- TYP 1ti2 U }A, z•oZo" E a.32L'• I 9" 180"(D HEADER,,. •IJ•l"112 Q93i9D-Olny NEAOPR sl&w'E_ (1-,,, l!8 cl05URE ®j]Up.,6NgIE_ S<I-.44 1.51 h%o*L- . Il.sw' 1I.3 3Ba6M, 3L�7p't- 0.3 ]6•1'J"H"{0-__313,t'�, 0.776'-j I- 0.31 2 b-� 1 12.100"PNv.11 eL COYeRAGE t o179,71 As• 0,19pl�Ilrii O.bss DL9p_iF� , �9 fisr ,�. 0.150' L.oDJ• ��'' ,C.. �p 1_ .i1146+1 i+-+ 0.5 4.I 0.250' 0.050" + ul 1�4.6y75'�P�ANyE�L�L�En � f -AA>� .a ems, !Us glo>,L��O.S+S I .1sD' jr $O0,090" 0.rN0" HAYN}-� O.asS" DDo27Lo' .3os"1« T-IIIYII s�2qw xMN 0.211 lls RD E3S InTrP-14-1.D.DaS_ TIP v wo-OUT T' InAoK .L = 1RA0■ 1� •F• MIOIf _ TgMYI w 0 NM ��33 1:J'- 1 t � O P.M.. Vr I 0 77E;"''I I52" N _sJ..�wA 4YTY ) D 19D°�E (•- s99° i "TT 'P �_ �- `LC It rI �-_ F. iiii 10M to � -3.000"- D.1Z6 PehRso, w n D W a �r < I,N 7yp � r AYOE - WUlr tEX ENDEm : vFJI .,n..N NXl`1r1Ir4`I:E ,PLAID, x}} i < Sm 1.ERLA Ha.',wltaw t•r ll ut.vu In - OVERLAP [C7rl�.C[ Z ,� i �.25" MAX. 4" MAX. /1.00N,Flx U01WRF uRAII v 1i K I:/ astir j 1•a-Nv :�• _ %�.2S' MA%, U o n00'�YNnwnC- Y'J-41>4f7YT• ATI.00„lsl-•Nn LW Al MX cr I., o, M. Y. O:. eVIID•(%1T P, c,xc -.H ]n r-xc w m-+1..AYn' n 'T"%I•Y' TYPY I.M1RY 11 I 1 DISTANCE Tn �L��.1I1M1�1 h nl V ,., A sil4�5.T J Ar,P_n ` r -J vi,• o00 Q r.:lY•17.14,LL':, _. h•; Ut:rol li r•. X':la':. tin.EMBED " M,. •, I L; Ii IV P31+J SO 1J'U,: I'A:.ILi!Jv: NL'!f T .III .11.11,1:1R!�V,oR 1 ImSh,TTA1I-D'X 1.?I'ae,x.•,••?, Cnrtb, 1P71'^nY 6 1.00V Pia ;i'" ih, Iti ' OVERLAP :'."v ,",Ala,9 3.S2D L'l:R-=Nr>r-rs K'-FHII,YFL:'J•. MAX, n•,C.n6:•• /`-.25" MAX /"1 win ll-an N(N1M1 ,:InYiMr nr inn y [i (2 a'.SM11TY 4V.Ta.M' II.19 rPer2I• .c. M i MIN �I �eM. E1119 YY,!ra;;Y""V 'l'll 4•MAX. MIN :.".6 JL1A. ' ,ADD" I 'A Pe•TTY..I'.'ARTJ'• 'a �( `A,LL l� r>xl' • \'.>V• - :...,11 S •n_TI f C9Rbt0.ClOSUNE [kTNI EMBED"'•a""t.-.f•.n>L m+FT.. , 156 A't u' R E '.J•TII rn J R { /"�TMPMWMCL0611Pe WAR .+ ArT,r Y aTCI 0 xTs i"sS u'EIiT �a.,7. 2 tl,PiTl-,-TXMRIP f:• 20-31543 ANCHOR SPACING SCHEDULE: 24'iAUGE PANELS, PANEL FASTENERS O 12 5' O.0 .S" War DISTANCE -1. I MAX peal■N ABCNOR' PRHtuAI T/P9 ry, SPAN UP TO '• r PTD ' - 'air ccmm TYPE CS Cl C3 CA COMB Tyr! c1' C2. C3 C4 {8pX TyPR (I C2 C.2 CA 3134'.L• 4'CN SJ I 4 0, V l7RAC01 0 n 'I N.Y xV' �! IF I 12 S u s 16 0 L4.7' fe,a• 1* 9.9" o' 32.5' la s le 0 1 6 a 1 6A 0.2 s r ss' .9 n r• le 0 9.7 1 0• a 6 1 6,1 ss �- 12.6 12.r V 1/a'f0,1 ' IS.O'• 9.7" • • 63° 1 ' S 12J" la a 6,0' 1 LI -L" 3.4' t lE' 1 S' l.D' e.f' fag' al' SA• 0.4•• 12T• 26.01' 1LI" 3.4" IA5 14.0• ILL*' 5.4" ELLS" 16.D• RII- S.4" V' Mn 1 )J DCWKT V ITMC4N 41 IH." .0 ._YL, 46 p 5i a2 ., r' 1 ' i as 4 1■ 12 S" 140" itA" 120' 3. i' fa D• 1). ' 1 O. T" 10 6.O' 3.9' 4 0 ±� Szs fa a' •r I1 1:5 fag 1,.J• 9.r Ezr uD a 4r' 3 r 11.5 16. 13 • 1 .0' 1 1 25 14.0' VLSI" 9.4' 42 S MCI* 1 V. 9.1 • 125 16.0' 11.01" ah 1 S' Sa.0 11.0' B9 IL!" Leo' SL.tY' 9J" p v _-2 Yr N M 1/." ( its A4 WSINT 60LID .fR -.1.:1 43 48 * RAIc'"IYB)r' 52 �t�• 12. 5' fee' BOO• ]00" lie' SA.O iS, 114' 121" La go I. B' 11.5" L3.!' ]6.a' fa0' 17A" 12.9" le 0' ILO',f0.e' /2 5" 15,0' 32•!" 10•T' 225 12:S' LAW Ise- hEa' 1M' 11, 3"12s 1Y3" I25 160'ILS'106• lL mr. ID6' 129" �9" 19.0•125'10W 180" 12.5" 10.6" 5 I 0.6" 511 2U" 10.0" !" 6.0' 1 " 1 . M" 1 • VV ,Meru )1 YWAI! '"I ..I r ° 41 N 1 52 72 Sir ll.r' 1R 1i SO.a• f6.a• I■. te,a' If V' 115 14 0' MCI lag' U$' 15.7' .4" ll f" 12 S" IRO 1 O 16.0- ltf" 1] ■ IL.r' 1 2. T' ]a ' 16 a .d 4. " I! 1 2 5' ,a n" LU IL I" 41 ]" L0.9' 1 S" 1 11. 2•' 11 S' Sb.a' 16.0' 12.0' 12.5 1G D IS.S ILI- /2 5" 16 0' 17.5" 1 .2- 5.57, • ' " 12 a' c' 1S.5' L " E ' 9 5'• 2" 2.6" BDG6 DEB 0111.e Cd 7 Ian L 1 t!r CSfOfD 3J 1 NAruI n"17". al tie 4 ==WAIN I� s2 6F-'+N'A�m"1� 2 e.25. 4.25" 6.29' O.T'1 12 S' 12 T• 10,1' o 25E 7.1" 6,2E e.l" i.i" a a" 160 i.b 67 6.19' 11,7' S.36' 13.T' 6 4 •`�%V Ir ll�u? QQ I 11 i 105" +1""•1-Vd•1NMa 73 .will 1P✓J,PN 41 40 - 92 72 a2r 6.25' a25 1 2T 12.9 I17' eus^ 6l" sus" LOB' ass" A a23" 3 I 6.0 l3 7.3" 121 13A s2" SO sl! 156' 6U $P" 6,25 LOB 10' &25 9.1' 9.1' 12 4/ A ,• D 1 10.7" 10' i14', 1-I/.._FI. )3 nw6a.-I., u ♦1 tt--62 72 ]2.51 lix, ]1• so" 62 14l d1 ........... !D T' al" 4D" as _1" 4716.1 . 625" 7a1 A0"f0 6.25' IQd710 4.1' f,0' 615 101" 4.1" 10• 6. S- I07- 4 ' Iti" ff YY I1'I" 110. II1.1111 33 ALL POINTS rA LID SET 41 46 7IC SLIN 52 LEM512,�L n 4`V1 ley, I* I" 11 E',' 12 5" Inc.- 9 7' T.6" 12 T" is V. al. 10, 12.5' 16.0" 11.3" 9.I' 705" 76.0" 71' 6.3" 12.5" 15.0' 71" 6.3" 12.5, 16.0" 4.7• 7,.9, 12.5" 16.01, 7.7" b.2" /2.5" 16.0" 7.7" 64.- 125' it T• 16.01 a6" 7.V 11.51, ]6n" 77" 6.2" fag" 7 ,' a2^ 12 I In 7.7' I,.9" I1 s" 16,0" 7.)" 62" a0 o" l r e.1„ 1/ " x I U4• FNSFP 13 U,wAI, rANr N. r u H 11 32 r' 16,0' 4,4".1 J.B• 6.23 1l 5• 4.4 4.1" a23" 10.2' 4.0" 17•• 12 s" 17A" " 4.e' S' 9.3- 3.6- 3.Y' 52 a2 alb" 9.3' 16" 3.3•' ti.25' 5' 11 - 44" a1" a 5 A2' 3" 19" J 6.1 ' b 9.2" ES" 3.3" 0.29 all' 97' " 7.3" 9. 2' ].7" IS' r2" 13 B 5]9" 01" ,: aA" 52" 33' J.1" t1� f"" ��•Tips MXN Oe.00 ANCNOa rRyBUR[ Los#)GI IIIN 1, ml n- fwVl iM U... H,.n "Put ., r COMB rnE cJIN TYrL Q C3 C. CI u Ci 11 cONN 1'Y/! I Cl r) I " i 4" • / T MUD 17 ... HI'Rrw 41 e w..�� 4a0 E}-=�I� 2 S 1'2 L2.51' 76 U'1'0' b 10 .a SIS 160'Ie 0' IS' 125" 16.0'16 U' /" 12 T 1d n loo Law 12.5 10 O' 13 0 .I- 32 T' lb 0" 1. Fi • b 00 I2 5 lti a' 1 7.5• 12 T 16 0 LA 7 6.U' 2 1 9 .0" 14.7- 76 .n" 1 ". t _ 11 T. D. 15 UO 15.a•14.7 a9' 12 So" 12J"isC 160 L4. T• 60 14.7• 6.0' 329" 12S' .0 AT l/ 1 6ti" 11.0'14 T• 6➢" c .II. L MIXt. 1F2' 33 of 6o,CF■W 41 46 ]: ?2 V.I.•1I4 CM6 0 33 C TAS CNP'eFAc Il LR * OWWmmwm n 72 12.5' lb.0 164 0.1' SIT 1d�0 l31' :.0' 12.7 !B. 10 a-' 52 t2.S' JILT' Sa • 1 1 a7" 125'• 16.0• 9.7• 18' Its' 16.0• 9.7- 3.6" I1.S' llr 1: 5' 1Y 1_ ' 12.5 12.5' 14 1z0" a 160" Ill' 16. 9 b 16.0' 1EE 160' tat` 16.dl SL4' 7,0 11.5' 64• tl T' 3. 6" .4' 12.Y 12 S" 12.51, 16.0' UA' 16.0' Lao 18.0' %6.911 9.8' 3,b ■■' ]0' 9 6' S 6" 12.5" 1 T' 2 72 S' ]e.0' 9.6' 3.e' 10.0" 0.1' SD" 6.0" 9.6' 11 s' 91' zs" 3t5" ].0•]o.i 6.0" 9.2' 76.0 9.1 36.0' 9.1' 16.. 6.1' 0 a. f3.B" S.3• 5' U.S' 110`' 2 S' 15.0" 16,F 2 ' 9 i' 60 16'-.tr' F. 12.5 135 7. 5' 1 l00 160•' 1 s 9:(" Bl" e 72.5' ]2 S" f . ' iv . "r --... -"1 { 2 Al I S':1,11 Y AH,Y,1 ., w rim oOU Rus G IB y 5] A.d Il' 12.T• to a. T C•' 11" 12 5. tar 1 e" 4 l' a2S' 12.4- 4.■• ..1" l2 S 4. IS 3.9' '. 6' SO .5 ]2.) • 7' A •. .O a25' 13.3 4,7 • 4.0' ,' S 1 A •' S 5 4' 0 IG 7 ,7 1 4 4 0' 7 6 1S 1 2.J -0-'T R lr 1] S' . r' 4.0' 6.25' 1:. 3' a . D` 61r A.,, 12.3• 4 r' 4 0' ANCHOR NOTES: ANCHOR SCHEDULE APPLIES TO ALL PRODUCTSCERTIFIFO HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE PNO10R SPgC]NG. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE 514ALL APPLY. 2 ENTER ANCHOR SCHEDULE RASED ON PANEL FASTENER SPACING, THE IXISTITAG STRUCTURE MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN R T T LOAD ON SMUITE AND SELECT BRAN GREATER THAN OR EQUAL O SHUTTER SPAN.SELEC QI COI2NP.:TICX1 TYPE RAKED (1N AL"PIUWRIAIE MOUNTING 1176AITLCN (SEE MOUNTING tlF.'T411,S ON SHEET 2 FOR IDENRFICATIoN OF CONNECTION TYPEi, 1 T"PA LFASTEARE STUDS USED .1N MT UNCTION NCT ONAWTAL L MOUNTING EXTRUSIONS I"F'PAIXSTUOCIEbANr�ETC SE625"O.0 PANEL FSTIENERS 4a GTABlE VALUES FO RR ALL 1h" AND "U' HE DER P 5(INQUD N ) 4 ANCHORS SHALL BE INSTALLED INNA0ADTLUOUT GDMnTTIONs000.DANCl WRH MANUFACTURERS' RECDMMENDATl Or15. 5, HOLLOW BLOCK HOST STRUC7URE SHALL CONFORM TO AETM C99 BLOCK, 6, MINIMUM EMBCH EDMENT SHALL BE AS NOTED IN ANCHOR SFOULE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE BKCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMITEDTO L/4" MAI OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE 0. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO VN4MAC*D CONCRETE ONLY. 9. WHERE MISTING STRUCTURE IS WOOD FRAMING, EXIST] NG CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS NT F NG EMBERS N PLYWOOD. F ING B ARE 1 OA ATE WOOD FRAMING M NOT R ASRN DEQV TO PLYWOOD IS ACCEPTABLE ONLY POP SIDE CLOSURE PIKE. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" TIN.) WOOD STUD (%• EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHIAI1 BE -SOUTHERN PINE" G-0.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE iMI LLIPS PAN HEAD OR HEX W.AD, VABLE A W Y T i G 11 MACE REW$ SHALL L DE A' ANELMA E AGPM NATO SOLID ES a BRASS BUS E L2 MACHINE E BNALL HAVE 1 2" MINIMUM PNGAG. ENT OF THREADS HE E SLR WE E / M TRU PM TNR A T BASE ANCH00. AND MAY HAVE. EITEIER A PAN MEAD, TRUES HEAD OR WAFER MEAD (SIDFWALF BOLT) U N.O l3. MMIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOE6 STUCCO OR OTHER WALL FINISHES. 14, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 19 71F DIRECT MOUNTING CONDITIO16 Lb UNEAR INTERPOLATION ES NOT PERMr7 7ED FCR USE WITH THE ANCHOR 5GHEDULES LISTED ON THIS SHEET nil i M u �"- .yLL �� °w u ill gg > t� a ¢w m 0 wp�Gppp 1D D"IY '� E Ki n I- W r e w bw O Lf) 0 2 y G UJu I� = V: Ei VTos, V Rt. A r T LJ 1< K Q T J Q jr,l -4- N () r_ cn (U O (a)�--• C-)� 1 N O O C C)- CIO = Q- O M O -0 r- O Q N C: O LL a) C° o � 0 � C- (aO 0- Q _Q -� !!� V�� / 4 Z Z W J E•'r9 N , CU 1 Wa 9 LLl oa _L , f�y tD =n �,,(•z it ca C.,.3 c < -0 m _- C ILL.L .In Ca O to -2 V) t� <4 CN 7r 2 a) 0) =• '= .. DO CD C2 -= V_ 3 �_l1J �i T N � v �, a) c �= N C_• c J-= o CL U O U) L. n�J\ nWl rod y^ -slashishana +-RRRIF v I 1 (13 7 0 U) 0- 0_ -+-a CIO 0 L CLIP U �� m L. V ) M W Z Z Z Q I SHEET NO. SH 1.5.