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Home My WebLink About36448-36468 Camp Fire Ter3 I v i N r7 0 V 0 Q N r` N N 0 J cV L0 O LO C) 0 CN rn I CO c14 i CV r7 LO v cn 0 c� J in CD 0 I r` rO in I rM v Q 0 twc r) CV 0 N / a E 0 `v c c J O v U O J A? LZ r7 CV O N to \ un v 0 0 CL r7 O CV r7 LO \ ai 0 Y 0 Of IiJ m a� v to 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 Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr 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 FR 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 RS, R/S, 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 K/Wall 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 MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional WI or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC 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 Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. 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. UNIT -A 1532 Sol NEI On OEM MEN loom U IV I I _U I 113L4 U IV 1 1 -U 1 bL4 Moo] on loom mom NCO 0 OMNI L�l\1 1 6 — UNIT TOWNHOMES (ACCCCA) U IN I I _U I OZ4 UNIT -A 1532 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2.1 FOUNDATION PLAN - LEFT SIDE 2.2 FOUNDATION PLAN - RIGHT SIDE 3 FLOOR PLAN - UNIT -A 1532 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 EXTERIOR ELEVATIONS I-, 7.2 EXTERIOR ELEVATIONS 8 ROOF PLAN 9 FLOOR FRAMING PLAN 10 ROOF FRAMING PLANco l 11.1 FIRST FLOOR ELECTRICAL PLAN 11.2 SECOND FLOOR ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS ` SIN STRUCTURAL NOTES SN1 DETAILS c S3M MONO DETAILS S4 DETAILS S5 DETAILS" S6 2-STORY DETAILS ('n C 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 ISM 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 ONEprotect, 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 _UNIT TH 1532 16 debris off roofs, make sure that water flow is away from the 24 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. CV O o > W Z � L 0 o ca. �► C fC U N _ O m }C N C� t W C= T. CN f0 4 N GV SC W > E L C 07 = Q U _ ti N y a7 L• c+� ee >. o N E � o CV 0 U t,rrrsrr ��✓ `� �., I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition_ Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn H a E S N m 0 M8 �^ V Q 0 C n 0 N J ;-W$ LL M rn �"L VO4 LL w a a v Q . ai _J w c � a �e _JLL U- Z -cd M 0o _t C,Y. M W Q W C,t0 cR�On?a z Z IL N M Z O Hw Z O u E300 Z W M N NIP r — � n N N `— Col CAQ) (D o LL cn 0,,g c N VN ..(U U)N? c� J . g i' `i Y .1_ N O, M M J cis— rz E -_ w ` {, 4 Z QD t �» n U) ro n` o Z co � m W C r N� �Y � Cl) V wlrc n' c 0 O N >00 ai m M d- CV 0 C. F_ W N (0 N U_ CN LMn N E `1 V 6T0 � o c U T 00 00 N a--! CN F-- 0 c Ln tM Liz N N Q LO N m r ai M o Z M Z 7 E N N f0 a E U Q p c JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 1 o, 3 I cD CN N cD i <V Ln Ln - Cr C rrf 0 0 N N CV I N N J CV LA t` Ln 0 I LL Ln 0 I PI) I cD N CD I N r•M LO I— 0 0 CV cV N N I r` N J N LO rr Ln 0 I LO 0 I CN N F- 0 (n C 3 I— r� N O N 0 a E W W E O `v J ,i i✓ 0 v U J W LZ rM CD 0 N LO 0 0 0 iz N 0 N M \ b 0 0 Y cn a w m -o a� O Cr) 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 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 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN LU w U) d CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-O" —#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"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. - 117 ° °, 1 11 F •7 a :4 " e a , G ° d • ° • (4) #5 = a a REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 0 I - ------------ LO I 5, SECTION A -A SCALE: 3/4"=V-0" O T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL �'j SCALE: 3/4" = 1'-0" ■ - --I .__L. 4 cD SYMMETRICAL 54'-4" 18'-4" it 18'-0" it 18'-0" 13'-4" ,, 3'-8" 1 3'-8" i, 13'-4" J'-0" '-0% 13'4" V 3,_8rr VERIFY VERIFY T-0" x T-0" x V-0" VERIFY LOCATION OF ACC AC PAD AC PAD LLOCCATION OF A/C w/ (4) #5 E.W. LOCATION OFP CD AC PAD T-0" x T-0" x V-0" (2) #5's wl (4) #5 E.W. L L L HOSE S3 2'-0" x 2'-0" x V-0" HOSE HOSE 2'-0" x 2'-0" x V-0" S3 S3 2'-0" x 2'-0" x V-0' BIB w/ (3) #5 E.W, wl (3) #5 E.W. wl (3) #5 E.W. �I CONDENSATE CONDENSATE cil �I CONDENSATE 7 F 4" ELEV. FIN. LINE I LINE OIL -4" ELEV. FIN. I -4" ELEV. FIN. LINE I 4 "' CONC. SLAB 1 L CONC. SLAB 1 CONC. SLAB a 1 S3 0 2 1 I 2 1r Orr 1,_Orr 2 1' 6'-8" 3' 10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10' 6'-8" I 6'-8" 3'-10" 3' 10" 2'-8" � 01 -4" 4" 4" ■ ® ■ ■ ■ 1. ■ IM ® ■ ■ �q 55 � D1 TYP. @ 2-STORY U.N.O. PROVIDE 1�RECESS OR _ _ PROV E 1 Y RECESS FOR _ PRQ DE 1 2 RECESS OR SLIDING GLASS DOOR. EFER TO — t t - — I — I— —I — — — — I I — — I — — — — I— —I — — I I I 3LIbI LA3`�`bO�R€FE)2 r SLID( G GLASS DOOR. EFER 0 I I MASON'S SCOPE FOR IDTH I I MASO 'S SCOPE FOR WIDTH MAS 'S SCOPE FOR IDTH I I L I I � 010 PROVIDE LINE FOR -5� PROVIDE LINE FOR PROVIDE LINE FOR - ® I M ICE MAKER D1 I I I D1 ICE MAKER I M I I I M I ICE MAKER D1 I S3 S3 I I S3 4,_,T r71 [T�-Ii II I y 3Y2' MIN. 3000 PSI CONC. SLAB FOR II I �� I T I �� (I HERNANDO COUNTY ONLY. 3Y"MIN. I I I l l 1 I 1 L�_ 1J LL � 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I I I I I I r I I I I I 1 - DBL.SINKw/ 00 I I DBL. SINK w/ I I I °° DBL. SINK w/ °P - - C.J = DISPOSAL - �O DISPOSAL - - _ , C,J. I1 I cD - C J _ _ _ _ , DISPOSAL `O III II �— - ---Imo(-_— - —---I�r-- �— I <� I I <� I I �: I I I �� IL --- I ITr 7 II J JII I I I IIL_ Jl✓ JII I I I I I I IIL JI- _111 12.,r 5'-10r, 5rr' 12'-21rr I I 12'-2a,r 5r,r PWO PWO I I PWO I I � I I I I I I I ,I I I EO 14'-6' 3'-1 " I I S-10" 4'-2" 14'- 3'-10' I I I I I I I I I I I9 I I I I �� 0'-0" ELEV. I I I I I I *- fill 0'-0" ELEV. I 1 0'-O" ELEV. OL FIN CONC. SLAB FIN CONC. SLAB 13 I FIN CONC. SLAB �- - — - c.J. I I I I _ c.J. - — - �— +- - - —-J. - - ---- —L-� - to GG I 1 1 I I I GG I I GG i I I iD S3 S3 I I S3 ® I I @ FOUNDATION I I I I I I I @ FOUNDATION I I I I I @ FOUNDATION 1 1 '-4" I I 2' 0" 2' 0" I I 16'-0 6'-0" 2' 0" I I I I I I I I I I50 ® 1 I IL iI IL- JI I I I I IL iI I� (ELEV. APPROX. r; I I I I^ I I 7 11-1/2" BELOW F.F. ELEV. CAN BE NO (MORE THAN 1-1/2" I I \ i I l� J1� I I I I I I — J �\ I L ■ BELOW TOP OF — — — L�� \`� �r'—� L— — F — — (EGRESS DOOR I (THRESHOLD. FIELD I I i I I I I I i VERIFY K N I(� 1 1 1 1 y is K I i;o K 1 1 PROVIDE(/2"RECESS FOR HI 7 H.W �I N I I COW.H� S3 L _ `�,— �� S3 PROVIDE 1l2"RECESS FOR PROVIDE ill" RECESS F R S3 �� _ FRONT DOOR. REFER TO v I I v FRONT DOOR. REFER TO J FRONT DOOR. REFER T v I T MASON'S SCOPE FOR WIDTH 2'-10 ' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-101" ■ � ® ® FM24 I FM24 ® ® ® ® FM24 I 4" / I I 1 I I I -4" -0' 4'-0" '-0" 0" 10'-6" 10'-6" 0" '-0.. 4'-0" 1 -8' 1'-8" 4'-0" 0" 0" 10'-6" - - -4" ELEV. FIN. I o cP I I 4' ELEV. FIN. I I I "' `r I CONC. SLAB I I cn I in -4" ELEV. FIN. in CONC. SLAB I I CONC. SLAB PW01 I H I [Ifl I PWO � - - -- -- - � D1 � I 1 I I D1 I 1 C.J. I C.J. 2 C.J. - - - - I--- 4 —�-- - I--- Uj Uj I LU 1 �' C.J, `I`_2_ �' C.J. 15-13" o� = I I I N o + Clo 3'-0" x 3'-0" x 1'-0" 3'-0" x T-0" x 1'-0" N "' "' I I°Q I I N ELEV. APPROX. "v ELEV, APPROX. wl (4) #5 E.W. N (tS3 o I w/ (4) #5 E.W. I Q I I I ^ I o S3 in � I ® 1-1/2 BELOW F.F. IT 1-1/2 BELOW F.F. I 1 1 in 55 I I I 55 ELEV. CAN BE III I I ELEV. CAN BE NO 55 1 D1 I I D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 ■ I BELOW TOP OF I I BELOW TOP OF r I I I I EGRESS DOOR °P EGRESS DOOR 2' 6" x 2' 6" x i' 0" I 'n I I "' I 2' 6" x 2' 6" x 1'-0" JrA o I I I w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 E.W. o FIELD VERIFY I I FIELD VERIFY I I M J I U _� �_ — J + I "SEE S3 I I S3 I S3 I S-3 FOR In T HOSE RECESS OPT." L = — J — — — — iy CO — — — 00 BIB L I L 1- iv iv "' S3 S3 HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS —� WIN FILLED CELL W/IN FILLED CELL BIB BIB WAN FILLED CELL V-8" 8r_0„ 1r_8" 1,_8" 8,_0„ 11'-4" 1 V-4" 6'-8" 6'-8" V-8" 8'-0" V-8" of 7'-0" 22'-8" 13'-4" 1 V-4" 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 W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN - LEFT SIDE SCALE: Y"=l'-0" I— LI c+� 0 N ti 0 W 1 o t o CD cam-, H M C7 y N O (O •Q N ]C d •s e ar o = a OC is ar '> CM N �- G tv o 2 U Lw uj 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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal W c, QE 2 w -• 'o _Q O N rip�j ro O Clow j J � J L M m o u a a 2S V z LL. 5 Z z -ern o 0 Z t m O O W§Y o 't°n`° m J m :3 r- ¢ , _Z LL W w N M Z 0 2 z Z U El E] ❑ W l N M r I �N w m V O„, N o / .. N �N 9. c� ,u J EI 3 C N d 0 �0 0 E o I— 03 O E r a p v Z c c i w sz rr w C41,B ,¢ zC,2 m CJ ,w s C/3= W o> J CC)O N >� U of c� cNfl � F�- r- L N CV CN cv co N N LS7 N E r fT 00 W c T ca ao N CNJ F- O LO .� M (•7 Liz C 00 N c0 p O M co Q N C N Lb m E j 'A` T M U'i T o Z Z E Z— N d c m a E U � o Q p c JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 2.1 I I I I I L .!_I_!1__! 1 I __ _. _ _ 1 L P_ _ _ I. 1 1 f1' 1_11 _1 1 1 A 11 11 - l I I 1 II ' -- _ I . _. - 1_ yid ll ! I 1 111 I v', 3 I CV i cV M Ln v V) 0 cV N CV N I CV N 0 fV r- Ln O I r` C) 0 I N I CD C- CV CD LO N LO v v N 0 C14 cV cV I cV CV 9 N IP r— L0 0 I 1_ u-> 0 I / i— 0 0 i v+ c 3 rM cV 0 C14 v a E E O v c c J a 0 .o U J a, LZ rl) N 0 N tn LO 0 0 0 CV O N M 21 0 Y C/) O iY LLJ Q m Z Z a v cn 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 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN ` W Z — 7x Lu TX CONTROL JOINT DETAIL SCALE:1 112"=1'-0" - #5 CONT REINF. ' SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE y FOR EA. HORIZ. ' REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-O" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. - 4° a 4 p m - -_ a a o ° 4 (4) #5 4 a A REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 I - ------------ 4 10 5" SECTION A -A SCALE: 3/4"=1'-O" 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \---CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" SYMMETRICAL 54'-4" 18'-0" 00 18'-0" 00 18'-4" op T-8" 13'-4" '-0"j '-0" 13'-4" T-8" S-8" 13'-4" VERIFY T-0" z T-0" x V-0" VERIFY VERIFY AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C PAD PAD PAD (2) #5's T-0" x T-0" x V-0" OSE L L L w/ (4) #5 E.W. BIB 2'-0" x 2'-0" x V-0" S3 S3 2'-0' x 7-0" x V-0" 0 E HOSE 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. 7LINi COI � NDENSATE c� CONDENSATE � � CONDENSATE I v E -4" ELEV. FIN. *.I -4" ELEV. FIN. LINE I I I LINE OIL -4" ELEV. FIN. o 1 o CONC. SLAB 2 CONC. SLAB o 1 CONIC. SLAB ii A 1'-0' I 1 2 S3 3'-10" 3'-10" 6'-8" 6'-8" -10" 3'-10', 2'-8" 2'-8" 3'-10" 3'-10" 1 LO 6'-8" 1' " I I ■ ■ / ® ® / IN IN ■ / 10 ■ ). -- F- -1 f -- ---I F- _- _ — I— —I — — — PRQVIDE 1 " RECESS FOR — — I P WIDE I Y" RECESS FOR I I I — — I _ —PR OVIDE 1 2' RECESS FOR I I SLI ING G ASS DOOR. REFE TO II�ULA3`�b6bl R f� I I — t SLIDING G SS DOOR. REFER To I I MA ON'S OPE FOR WIDTH M SON'S SCOPE FOR WIDT I I I I MA N'S SC OPE FOR WIDTH d N' 00 00 I I _J I I� i I '� PROVIDE LINE FOR - PROVIDE LINE FOR - 35 a5 PROVIDE LINE FOR D1 ICE MAKER I M I I I M I ICE MAKER D1 I I I D1 ICE MAKER I M INDICATES FILLED CELL W/3000 I S3 I I S3 S3 PSI CONC. GROUT FROM FTR. j TO BEAM WI 1#5 REBAR VERT. 1 1 �� F,-' ( 11 � 1 ABOVE SLAB, TYPICAL ALL I / I � J �, III 11 / J_ / I f @ I L I 3 2" MIN. 3000 PSI CONIC. SLAB FOR 1 I I7 7N PLACES SHOWN HOOKED FTG. (I I 1 r II r I HERNANDO COUNTY ONLY. 3Y" MIN. 1/ DOWELS 17" EMBEDMENT W/ 25" ILA % 2500 PSI CONC. SLAB OVER 6 MIL. 1J LL _/J EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL DBL. SINKwI I I 1 DBL. SINK w/ 1 a0 I I DMB519KHI/wl 00 °D DISFID]SADSAL - C.J. C.J. _ _ - DISPOSAL _ DISPOSA _ _ _ _ � - - - C.J. _ I — -�--� - _�— 55 is IL JL -ill I I I I , I I IL JL J'I I I I 1L L -Jill, I C - - - 1L _ -J II I t L_ _JL-2 L--=�JL -J I TYP.@ % _� E 2-STORY U.N.O. '-25'-981251" 5'-1rl2'- I o W01 I I I PWO1 I II IPWO'A 1 D1 1 `D I I I 1 I I I co 3'-10" 4'-2" I I 14'- 3'-10" I 13-10" 4'-6" I I - 00 I 15 1 I &) Cl) 0'-0" ELEV. I I I 0'-0" ELE`2 I V. I FIN CONC. SLAB FIN CONC. SLAB T- I I I I I I '- 0'-0" ELEV. FIN CONC. SLAB °° TI I � - 4 - - - C.J. c.J_ I - -- - I I - I I : C.J. zo i I I GG I I GG I I I I I I GG I M S3 S3 I I S3 1 I I @FOUNDATION I I I ( I@ FOUNDATION I I I I I @ FOUNDATION I ® 4 i l 2' O" 16'-0 6'-0" I IL. 2' 0" 2' O" vi. 16' i I Ir- �ITI� -�I I � I I M IL jI I I I I IL i1 'I� C? I I I (; 1► I I I I I I I I I I I I 1 I I I I I I I I I I I^ ELEV. APPROX.I `V (Z'14 II10 1-1/2" BELOW F.F.1 ELEV. CAN BE NO L— -- I I 1/ // MORE THAN 1-1/2"1 ■ I I BELOW TOP OFI i I I EGRESS DOOR THRESHOLD. FIELD I 1I ly ca K b I K N � I% I\ I" /Y `9 K VERIFY H.W I N I II N I W.H 1 N 1 \\ /� S3 P OVID 1l2"RECESS FOR NROVIDE 112"RECESS FOR S3 �� PROVIDE 112"RECESS FOR FONT OOR. REFER TO J RONT DOOR. REFER TO v I r I I FRONT DOOR. REFER TO J 1 Cill FM24 SOWS SCOPE FOR WIDTH MMAN'S SCONE FOR WIDTH FM24 2 1 FM24 MASON'S SCOPE FOR WIDTH Im Ill Ur 4" •4" I ( I -4" 10'-6" 1 I 0� 4-'-0"j 8„ �„ 4 O. O 0 I i 10'-6" 10'-6" I 0 0. 4, 0„ 0. 0 1 -4" ELEV. FIN. 0 00 q M 1 0 00 i0 I I CONIC. SLAB I I I 1-4" ELEV. FIN. 1 -4" ELEV. FIN. LO o CONC. SLAB 1 I CONC. SLAB `D PW01 I ® I Q➢ 1 PWO D1 I 1 D1 — - - I 2 I - — -- C.J. - I - - -- +� C.J. _ — — C.J. _ o _ C.J. C.J. 1 o + P I I P 5 -8" 1-4- JI• I I °p 1 I I N 3' 0" x 3'•0" x 1'-0" 3' 0" x 3' 0" z i' 0" o ELEV. APPROX. ELEV. APPRO I o I w/ (4) #5 E.W. q L N wl (4) #5 E.W. �, I I 1 I ® 1 1l2"BELOW F.F. 11 1/2" BELOW F.� ® I I 11 I 10 S3 S3 1 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I I I 55 D1 MORE THAN 1-1/2" MORE THAN 1-1/2" 5 I I D1 = BELOW TOP OF I I BELOW TOP OF = :t EGRESS DOORO° EGRESS DOOR `F I I I ■ 1 2'-6" x 2'-6" x V-0" I „ I I to I 2'-6" x 2'-6" x 1'-0" o w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. I I o M I I FIELD VERIFY I I FIELDVERIFY Iih A J I 00 — o SEE S-3 FOR * — S3— — — I = — — — — RECESS OPT" 4 I CO 00 — [-v J HOSE N N L L - iv — — — BIB -10 S3 S3 C4F. Ilk (2) #5 VERCALS HOSE HOSE TI (2) #5 VERTICALS (2) #5 VERTICALS W/IN FILLED CELL BIB BIB W/IN FILLED CELL 1770IN FILLED CELL 1'-8" 8'-0" V-8" V-8" 8'-0" 40 V-8" 8'-0" 1'4" 6'-8" 6'-8" 0 11'4- 11'-4" 11'4" 13'-4" 1 22'-8" T-0" op 54'-4" FOUNDATION PLAN — RIGHT SIDE SCALE: Y4"=1'-0" N 0 N ti 0 t C� G C~� O cc C-7 CN - Gmx : 6" RI O y N t u7 df N °I E ' c o a cc ;y y m � � Cu -- in a >= � o w lit .1, i �,'�3.r``, l.,r`✓ W �` ., i:? , • .� 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. a EE 8 N N U `R Co V oo N 6 m� a w N 00 LL J u- W W .4 aj M C w a Il cc: LL a Y Z z Z cc e °� 0 o L W D oddGw W LL (co 2)Z N Z O H Z U ❑❑❑ W QC) CI CA _u Y IAJ ;C V O u g L N LLl J E G 1 C) 0 a EI ra n H r0 i; n cor0oa LL C/i � c m15 8 JC LL> a W m r J M > I 1 c O .s y a) > w M 7U r rn CN 0 T L ) N C'V (ID N ii N uC� =3 N a r E 1\ 60 U W m M T C14 oo F--" pco Ln ;+= r CM LO CD QN 04 co N r r E 7 yj Z Z E B a E U -1 -p d Q 0 c: C -�i JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 2.2 I _��.. I III I ➢I_ 3 I co N ca i N In v 0 0 N I r` N J r� 0 I v r` LOO I rh i I Co N co I N r-) t- v Cry cn 0 Q cV CV N I J N 0 I r� CD 0 I 10 i v U 0 0 v+ c 0 3 H hM N 0 v a E 1.2 0 v c J a c 0 15 aT LL r+ 4 cV 0 N rI) - 45 0 0 rM N 0 N Lc S x 0 IiJ m 0 cn N M O co OWNER'S BATHROOM SCALE: 3/8" =V-0" O 00 CV M MIRROR I LJ � BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 i S.H. 13 20 X 38 J 18 J X 37 J - S.H. 14 20 X 50 J 18 X 50 S.H. 15 20 X 63 a 18 J X 62 J S.H. 16 20 X 72 18 7'X 71 2 S.H. - 1H2 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 J 26 x 37 J S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 _ 27 J X 63 26 X 62 112 S. H. 1H6 27;X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 112 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 371X63 364X621/2 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 38 52 J X 37 4 _ S.H. 34 54 X 50 52 J X 50 S.H. 35 54 X 63 52 2 X 624S.H. 36 54 X 72 52 J X 71 J 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 3/4" PLYWOOD �� WITH 1x8 CAP & CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F.FL -----------\�___ u� F.FL. f - 17 Y l 1 1/4" TO 2" DIA - 16 HANDRAIL NO L15 \ �14 �� \ LESS THAN 34" NOR MORE yF 13 �, 12 U THAN 38" ABV. TREAD NOSING Q 11 CONT. 10 HAND RAIL w METAL a 9 U HANDRAIL o, 8 Q b� BRACKET 6 w = BLOCKING AS 5 �� REQUIRED 2x STRINGERS 00 _U F. FL. c 2 F. FL. HANDRAIL DETAIL _ - 1 14' 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 114" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 - H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow O/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. 1'-4" 18'-4" 13'-4" OUTDOOR LIVING 9'4" CLG. A.F.F. CONCRETE 6-0" 10'-8" 3-8" VERIFY AC PAD LOCATION OF A/C PAD HB ® ® ■ ■ " 5-SH REF2468 7-11 T-2" 6-70X II N 11 U) 3 in �C'J Lo w LIF DINING N KITCHEN z CD 9'-4" FLAT CLG. 9'-4" FLAT CLG. �,,, TILE TILE 1 bo a; 00 55 TYP. U.N.O CA� Lo Cl)- N N 10 '? 0 0o 1 O � in to v STONE VENEER 16" SQUARE- CMU COLUMN I SINK w/ i D/W DISPOSAL 9;12x�8 m---L __I FLRG.LINEWALL8'-0" T-8° Of 16" CNTR. AT 42" L A.F.F. 1/2 WALL r` CAPPED r II UP iV I I GREAT ROOM 9'-4" FLAT CLG. CARPET 13'-8" - 19 GG FLRG. LINE N v. i ilni 1 • Iilariiiuul �_ �rni, GG' GGC M 111 I I • EGG III GGi II r ' _ OR � w H1 N :iPWR Ir TILE (V J w 0 2868 LWH' N O lJ 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE 9'-4" F T CLG. CONCRETE 0 CV N r------------------ I I 00::� 1 1 - I I A. ■ 1 LINE OF 2nd STRY. ABV. - - - ---- t I *'NOTE'* I -1 - 1 BILK. WALLS RE 8'-8" ~ I TALL FOR "A" NIT 5-8"-8" HB 1 CD FROM FRO T OF 00 I GARAGE in CO I K I I TYP. @ 1 o I S4 GARAG 1 N / 8'xT GARAGE OOR 1'-4" L T-8" L 1' L 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Yo"=V-0" D1 - STONE VENEER 18'-8" _ v iT 00 ib 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) lo-w 34" 12'-0" J 3'-0" l'-4" V-8" 3-10" 5'-0" 2'-8" (T-10" MOD 25 SH MOD 25 SH ( 39" ■ ® x 59") ( 39" x 59" ) ®® ■ EGRESSI EGRESS 0 00 OWNER'S 55 D1 BEDROOM TYP. U.N.O. M� 8'-0" FLAT CLG. ® ( CARPET CV o 0 (14 00 17'-8" io cD 10 6'-4" U 4'4" 7-0" I ® M.C. ----- R&S 0O. B TH I 22"x36" - - - - - - - - - - 8'-0" FLA CARP CLG. ATTIC T ACCESS ti I I C IC14 c N / 00 � CV M I gJ,111 FLAT CLG N / `ICARPET I �- N PW01 I v I I D1 ® _______ I I TYP. = A FtO I R&S N Cl) 2868 5 ® r 0p I v 7 00 v 7' A. i 00 00 8 io (0 60"x popN AHU 9 °D WER PA I 10 � io U R/A I I 11 to I 5' 114 4'-4" 31 411 I 1 3, 811 19 LOFT 11 13 ® in 19 I 8'-0" FLAT CLG. 14 o LO j� 00 CARPET 1 15 0o 16 I `D II 17 00 In 1 UP 18 T A.F.F. u 0 1/2 WALL I� CAPPED NN ■ T = 5' 4 <V 1' 10" 9'-6" 1. O CV ® �r _ in 2668 BAT CV O O 8'-0" FLAT CLG ■ M C CARPET 7 WIC 1 8'-0" FLAT CLG. CV CARPET 2668AL � as 1 N 0 io I `° - - - - - - ---- BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPET 01 _ G.T. - G.T. 00 F.C. FOR ELEV. 2023 & `? "' MODERN ELEV ONLY. "' DOES NOT APPLY TO MOD 25 SH STD/LT ELEVATIONS. ( 39" x 59" ) W ■ EGRESS T-8" 3'-10" 4'-0" T-4" > o 00 T-0" 11'-4'1 to LO 18'-4" 2ND FLOOR PLAN UNIT -A 1532 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET O SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 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 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ 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 N "M Z m > W J d. C m U N Ncao� N fl CV L " y o m -cc _W Y al " to -i; � u w c E: m 1V '.. 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q 'a E Ian N p O N 8 N V 1 G �8'� LL LL di Q rn r T? LL W 6 m a 3 w a a JLLii a Z Z 13 =�rn 0 SO t m O 0 M $ O n J co W W o c rn rn 0 K z Z IL Co Mz a Z c`ov o� ❑00 W 0 0 m V m �M LL 4-1 L' O VQ) (n LLI a C_ N N U � -9 L E8 v o 8 • N s� 0 cti E Co z o© � ra o E o � ov rr Z c J r >, 0 J 0 `z c15 - an WOt vJ zLL ao o ai 0 > DO = a) U (l7 L rn m �-� 1714 � ~ r L CV c - (D N U-- N tM N cv T 1rT 0T0 U o c U 40 00 N DZ O CDLf'� += -01 cM LO C N 00 f\1 CD O rn cfl Q N CD 2:, 1 r cM T o cc Z :3Z E T_ N 2 m d E U J Q p c J JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 3 gti I I_ I L. -.--_l 1-_ v+ v 0 I cD N cD I v C Cr 0 0 N I r` C14 LO r` 0 I n �r- r` In 0 I r� i 0 I ca CN N i UO UO L N 0 _n ¢ NN N I cV N J r` LO 0 I rn CD 0 I N v cn i 0 rn L O 0 v a E f° rn N E 0 0 c c a: c 0 v U J LZ: oV un 0 a 0 a r7 cV 0 ai 0 Y 0 lil 0 4 n OWNER'S BATHROOM SCALE: 3/8" =1'-0" Q MIRROR TOWEL BAR (�"f AIL ---- q 00 O o r1 u LO co . Li 1 .1 � 1 U 11 L il STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 0i EC BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL \ WITH 1x8 CAP & \\ CASING (AT 2nd \\ FLOOR ONLY) 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 J X 25 i S.H. 13 20X38J 18JX371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 } X 71 } S.H.` 1 H2 27 1/4 X 26 26 X 25 J - S.H. - 1H3 271/4X381 _ 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5-- 27JX63 26X621/2 -S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 Y 36 2 X 25 1/2 S. H. 23 37 J X 38 J 36 } X 37 3/4 S. H. 24 25 - 37 J X 50 J 36 } X 50 S.H. 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 _ 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S. H. 34 35 54 X 50 J 52 J X 50 S. H. 54 X 63 52 JX 627 S.H. 36 54 X 72 524 X 71 } S. H. 39X59 40 X 59 N/A - S.H. DOUBLE 39X59 79 X 59 N/A S.H. \ \ (2) 2x8 w/ 112" \ FLITCH HEADER \ \ \\ SLOPE CEILING TO \\ MATCH STAIR RISE \ F. FL. 15 \ 14 \\ \ w 13 U 12 11 Z CONT. Z 10_ HAND RAIL w 8 7 6 INGERS__� � 4 2 - 1 LJ F. FL. 14'-2" TYP. STAIR DRYWALL 4 i~ cc 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST Joe BLOCK W/(2)- 1/4"x 3 1/2" 3" FROM ROMEA..END.c.AND HANDRAIL DETAIL S F C;T I O N SCALE: 3" =1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" -- FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" - FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" - LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 18'-0" AC PAD HB VERIFY LOCATION OF A/C PAD -------------------- OUTDOOR LIVING 0 9'4" CLG. A.F.F. o CD CONCRETE -0" 16-8" " 6'-8" T-10" T- 10" 2'-8" �• O 6068 SGD °i ~ ® [IDI ■ ■ 602 5-SH °p REF � 2468 BF 00 I o0 `o I `° 8'-3" T-2" 6r-7rr O O DINING N KITCHEN wd�� N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE < I 00 I SINK w/ I i? DAN DISPOSAL I co I----� I r---J FLRG. LINE - - 2x8 WALL 46 8'-4" r 0" 3r_8" O 16" CNTR. AT 421, 9 � A.F.F. 1/2 WALL tD iD CAPPED r 1 T II UP 2 00 1. I 3 Cl)) 4 GREAT ROOM 9'-4" FLAT CLG. CARPET ENA 00 14'-0" _ 7 00 iD PW01 ;� 9 D_1 - GG 10 TYP. S3 11 q 12 2x6 WALL T-0" 2'-8" 4'-4" C? --- F_ LO $o _ _ _ 00 `D *NO UPLIFT* Z_ PW01 FLRG. LINE Q oo �PWR D1 S4 N cog___-- " TYP. 00 0 H1 u_ TILE FOYER ' I 9'-4" FLAT CLG. 2868 TILE 00 0o O0 oQ Y 9r_4rr T.O.M. 0 7'-4" O o) Cl) 2'-6" 3068 BUILDER TO PROVIDE APPLIANCE PROTECTION o WHEN REQUIRED PER FBC 2'-0" le4'-$" 1-CAR GARAG E iD 9'-4" F T CLG. CONCRETE ENTRY00 _ cq 9'-4" CLG. A.F.F. o N in CONCRETE00 0 r-----------------) rn I I 7b I I Q) I I 00 I I I I LO O j TYP. @ j o r r I GARAGE I I I Ie°4 ■ LK I v CV CV N ■ ® or„-rr nnnnI- nnnn STONE VENEER - S -0 1ST FLOOR PLAN -UNIT-C 1624 SCALE: 4"=V-0" ;o ED I I 0 in 0o LO D1� TYP. �l 2-8" T-10" I B� MOD-25 SH I ( 39" x 59" ) EGRESS OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 EO +26.6 / -29.1 �F +26.6 / -33.5 GG SEE SN SHEET HO 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 18'-0" dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. 12-0" 3'-0" R302.5.1 Opening Protection 5-0" T-10" 2-8" 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 MOD 25 SH not less than 1-3/8" in thickness, solid or honeycomb -core steel ( 39" x 59") doors not less than 1-3/8" thick, or 20-minute fire -rated doors. ■ ■ R302.5.2 Duct Penetration EGRESS Ducts in the garage and ducts penetrating the walls or ceilings I 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 °D material and shall not have openings into the garage. OWNER IsI R302.5.3 Other Penetrations B E D R 00 M Penetrations through the separation required in Section R302.6 be by R302.11, Item 4. shall protected as required section 8'-0" FLAT CLG. R302.6 Dwelling/Garage Fire Separation. CARPET I 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 18'-0" I OP wall: • From the Residence & Attics - Not Less than 112" Gyp. Ed. or 4'-0" 7'-4" 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 R than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The D-O. ATH - - -----, 22"x36" I PW01 __ _.. Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. Er-o" LATCLG. ATTIC - -r I D1- N RPET co ACCESS `- ,I� I W TYP. &D N r) R312.2.1 Window Sills ^ 00 i In dwelling units, where the top of the sill of an operable window is iv o) '� _ N $'-Q" FLAT CLG 10a I (CARPET I located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or DA _v � I 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 1 _ _ R&S mm) sphere to pass through the opening where the openin9 is in rQ 7' A. FoF1 0 00 N 2868 its largest opened position. 2. Operable windows that are provided 2868 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. r � I Chapter 45 Private Swimming Pools N Outdoor swimming pools shall be provided with a barrier AHU complying with R4501.17.1.1 through R4501.17.1.14. IR/A1 10 M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be 4'-0" 3'4" -19 re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from 13 o bathrooms and toilet rooms shall not discharge into an attic , crawl I I14 space or other areas inside the building. I I15 o0 U') GAS APPLIANCES 16 `D G.C. to verify location of gas riser before commencement of work. I I17 Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where UP 18 appliances that are listed as flammable vapor ignition resistant. u L FT �112WALL WALL LEGEND 8'-0" LAT CLG. CAPPED ^N C RPET 2-STORY MASONRY WALL w/ in 64" 1.0 5-8" BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. 4068 BF o MASONRY HGT. @ 8'-8" A.F.F. N 4 SH MASONRY PARTY WALL ----R&S ---- O <V TYP. 2x FRAME WALL i8 2668 4068 BF BEARING WALL 3 58 5 o INTERIOR BEARING WALLS NOTED "FLOOR _2" I v BEARING ONLY" ARE FLOOR SYSTEM = N SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM ' AREA TABULATION _ �Tv oD N � 1ST FLOOR 664 S.F. BEDROOM 3 v I 2ND FLOOR 970 S.F. 8'-0" FLAT CLG. E ROOM TOTAL 1634 S.F. CARPET g' 0" FLAT CLG. GARAGE 246 S.F. CARPET LANAI 108 S.F. 9'-2" I 8'-10" ENTRY 98 S.F. EGRESS ® ®■ G.T. TOTAL SQ. FT. 2086 S.F. - MOD25SH ( 39" x 59") - °O - MOD 25 SH B - INSULATION REQ. (39" x 59") 2ND FLOOR SCALE: Y4"=1'-0" 4'-0" 18-_0" PLAN- EGRESS 74' UNIT-C 21� WV NON -LOAD BEARING 2x FRAMING, BOXED OUT FOR FRONT ELEVATION AT THE MIDDLE LEFT UNIT ONLY 1624 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. r 49_I; CZ, a F C= gC-) N eo mx Id. a mo N N O d � N � � CU cc d d -0 u W > c GI N ¢- >= E C, r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o a C)� U N ro O N r N V O m J O � to * LL LL �, 0_ a tl rNi0 a c LL L� a x Z rn 3 0 o Z r m A,o0 W O m J ¢ G W Lr) o w Z f") Z 0 X Z OU ❑❑❑ W M o C, r, U) V) CDILI C O III O V) LIA J 8 o I • Q c_J o rn cd E Q Q N U - if 1, 03CL O I_ Z� u) c Z�� m � N W r� co ik , �C:) > 00 N U co ` rn T co d- CD 0 CV Co CV iL N Lo = N a T E OTO U co U T m 00 N Q cfl I.f ►= M M L C7 00 N O c.� Q N C° N 1 rh M r O mE E _ r**- iri LO Z Z E T m T m m a E v e' v � ¢ o _J JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 4 ' - • -- �. 1 �. �I ■ I!L_L—.L.u_lii II I _ II I L .ICI I .. ILS _._ _ ___1_ t �I !I I'1 I _ I. I I I I 1 I Ii IIFFI'�� I rn 3 -o I d- N c0 I N L0 d v 7 Q N O Q cV cV CV N I n N cV O J CV LO O I h LO 0 I M / I CD 0' CND I N M LO 0 cn 0 0 I r N 04 J N LO LO O I n LO CD O I M v C Cr f� 0 / QI C y� 3 Q M CV O 04 d E rn 0 v C C J d C O U 0 J LZ M N O M Lf7 v 0 0 a M CV O 04 LO ai v 0 Y 0 W M Ln Ln 1ST FLOOR BUILDING PLAN 1.- r Z r1 W n A y N a C to w N a m m y 7 dto. '� E y a G � rJ •; A A N V d ' i G an cc 7 Cr G 9 c E to o 1 V a Y -r . `,fi �e 1. �,�•; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fq EE N O C') `-' N N 6 Li C J (0 � G % U) t` r- LL W ' fA v Lu a a Q �a U- �- z z z� z m6Q; vo r m a O O W^ca m J m z M LLWU-) ZdQJ�W H V fN z o� ❑❑❑ z � c � N M Ln 0 p N L •�- �N LL - E 8 �. T t U A 'l N O ti C7 LA_ COCU Q � W F ZDL CC GN siJ Z i 1s Q [J 1M. o z W U7 g m C CD O 00 CU W N CV N F— NL CV Co N ii N T CV E Cr 0�0 Y o () 00 N 4-0m t— 0 cfl C 00 N (0 O p co Q N M N LO y T� ce) T 0 M j N U) Z Z Er E M M a U -j Q O 1 -J JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 5 I I I __ it I I _ _ _ 1 . I --- I - -- 1-- - I - .1_ 1 I' I L" - 1 _ 3 I I N M v v Cr N 0 .o cV I t` N N O J N LO r— In O CD r` CD I M I CO N co I N rM LO v- cn 0 0 Q I N N J LO r� 0 I n IO 0 I M v v- r� Q C O LO ¢ M N O %p Q v I— W O 2 `v c c J d c 0 v J t� M 0 CV CL 0 0 M N O N LO L a� v 0 Y N O t-; m v Z 8 v N 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" 9" o ry -. o 1400 M ��- y d cp N N Q � 3 Q- -m u 3 co A d L> 4 ;a ox, CC o � Y 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � p W �* E $ NN O M N O Q SVV•+ ,_D r �i, O V O 0 0D C SOD LL CO LaL uj a a m�, P� OZcM O2 13 pN WU, co ( U) W z -�'ce ip w N (71i C-) V)LLZQ OC) ❑❑❑ Z W 1 N o _ � O qy / O 4 C10E3 rr_ o n U) Z ^�1 o W LL i--J cr 11J A l0 V� 0 �, s N, C,^ N v, V) 7 (n � F- w � — E 8 i A, _ 0 S m � 0 7 ch � { cri E E O - m o� I@ ru CL f o U J U co C 0 C a Z CO y C W UD r0 r ZmW �. W3 oT � `� li L C") � J c 0 0 W U t0 rn CN r N Cfl F— T' L N 6v CO CV i.- N LLO N CL N E 60 U) m N oo � — 0 CD LO CID o O N Q N ` `n c� r T N M o Z E a c0 Q a c 0 JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 6 A! I I u r l _1--' rn 3 v I CD CV ca i 0 v N c¢ c�1 r` N N J N LO I` 0 I d LO 0 I I c0 CN CV co I CV I� lC) _ v N CV N I N J [V Ln r— Lo 0 LO LO I PM i `v Cr Ln Cn c re,) N O CV i O CI_ 0 a� E 0 `o c c J c 0 0 v U J a) rr'] CV O N \_ M a' 0 0 0 a M CV O N \ a� 0 0 Y U-; Ln FIBERGLASS SHINGLES T.O.P HDR. — -- - — — — — �� a 0 60 oe CV F.FL. _ _ 16" BAND CLG. HGT. 6" c CORBEL DETAIL SCALE: 2"=V-0" FYPON: DTLB4x6x9 B KEYSTONE DETAIL SCALE: 1 /2"=V-0" A WATER TABLE DETAIL SCALE: 1 /2"= V-0" I I I_ i I 1 1 1_ 1 I I I , I__ I__ -- -- ------------ �,C�s — r - -L'y - --- 1d/ IRlfltl---- _-.. --- - -J- - �- �i�=i r ---------------- - - - - - - - ----- --- - - - - - -- -4 -- - -- - _ HDR --- -- -�-� --- --- --- -- --- - ------ — -- --- n n n n L O n � n � n n a LJ JUIL f iJ l -I ' 1 a SH TTERS o 0 0 o a o i o -- FO (TM ) 4 Z 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 SH 4 - MOD 25 SH Q - N N N T2 N� -------../_ BAND- - - - - - - - - - --- - - 16" BAND F.FL CLG. HGT z. �._... - - _---------------- ---- -- --- -------_----------_----------------------_--.-.--------------- - -- ---- - - - `� f----------- -- - I I � BAN - TEXTURED FINISH 9 TEXTURED FINISH ft tD r _ 117 .-- -1� if 1� 1 J��U �lf� -fin �� I� L� � � --7 Cl0 nnE P� ICJ �0l - --nn �0 1� a❑ - nn� r-.11- A u0El❑ FI _ �� 1- - -r - - -- - I -- — -� -�- --�-- �- I� -- -- -- -- -- ---- -- - - - -- x7' ARAGDOOR 8'x7' GARAGE DOOR 3068 DOOR 3068 DOOR 8'x7' ARA E DOOR x AR 3068 DOOR - x7' A UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 9 U N IT-C 1624 6068 SGD MOD 25 SH I- UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" 6068 SGD 6068 SGD UNIT-C 1624 U NIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in c yp R703.7.Z R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as requited in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C" cis c► ell- • r z c 0 �= d� O L O u n. N � O Vf O 16 E U °C 3 ro a� E ro 0 L1. U 0 r /v V . ih J cal N - i o••........ To the best of the Engineers knowledge, information and belief, the structural P plans and specifications contained within these P drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N {W� v E � N O ch 8 � rp V N CS, 0 7° ao9l�� v� Q N LL Q. W a o LL LL a C7 ZOrn z 3: O 5 t NC3_ O O W (0N_U m M yWj 0 rn rn °> ¢ z Z LL W N M Z O N �' 0 ❑❑❑ Z - W N C7 E7 00 SFX:j iz,� ` ITN N � g 0 CS M ci i w u $ N N N ry —, E3 •� LL E 2 } z c8y G o CD co co S w Ep _ICd c, 4 a LlcC) ru nt. Z ru Vic, p' Cl� M r2 ro o Z � v m -� i w > z i ii.•. v m :r o 0 zlp a c CD goo -L L) U tocc v, m CN Co (0 N E N LO N a T CEO '' V v ^^ ! c T 00 00 04 pco L() I co 1` 00 N O c6 Q N to N T In T 00 0 N 1'_1` 7 N �(� Z Z E T ca a c i � ¢ JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 7.1 i: 3 v I co CV I cV LO LO v v- 0 N CV N CV I n 0 J N r -� ` LO CD 0 I d^- tr u0 O I C14 co I v CV tD i cV t�C) v 0 -0 Q N I l� CV CV 0 -J C4 LO LO I I CV a v 0 -0 Q / rn be 0 3 M CV O v a E 0 0 `v c a J / ci 00 ai rn 0 cV to \ un ai 0 0 M Cl- cV M LO LLJ a� v 0 Y N v T.O.M. HDR. ... --_ o _ 60 O co CLG. HGT. — — T.O.M. — — AT GAR. 8" FRIEZE — BAND a> o0 60 V 0 F.FL. FIBERGLASS T �. - TI . I— .T, r l T SHINGLES � I_ 1 ! T� I I- I_ I I � T I I_ I T�� C I I ' T T IT, TY TT I -T J I - T l J �� 1 �� i 1-T- T-I - — -- T 12 —,4.0 T741 -J ----------------------------------------- B-------,- --------------------------------- TEXTURED 13 SH FINISH 13 SH -- TF--a-------- . ,_.. - I_. T I I � I - ----- .. --- _ - 16"BAND _ .. _. ,... - HDR. - ------ - -- TEXTURED FINISH - 60 35 SH 25 SH 25 SH I HDR. TEXTURED o FINISH 00 25 SH 25 SH 35 SH RIGHT ELEVATION — STANDARD (STD SCALE: 3/16" = 1 `-0" 12 4.01— [ 1-1 J �T � I r TI LEFT ELEVATION — STANDARD (STD SCALE: 3/16" = V-0" t C J 7 i I I i FIBERGLASS I T TJ_, T-T� ; SHINGLES I �I li1 !I'i I l �T -_I T I T i i 1 T T - T _ T T T 1 _i -� T J_-_ T TEXTURED 13 SH FINISH 13 SH T.O.M. HDR. o � f 80 CD — — — — _ 2nd F.FL. CLG. HGT. _ T.O.M. AT GAR. `— 8" FRIEZE BAND 00 00 � m s V O F.FL. — — — 16" BAND —--------------------------------------------------------------- ----------- 1 TOM General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. + Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 cra N 0 N n- 0 d a O >_ CO V N +-. G Ifd y fC O t- -in.ON r 4 N Y ar a, dE d ¢ c 3 > G C.7 in ,A G E 0. U 0 IAt -PP 'e• t C t� L 1 g. 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 beadng Engineer's signature and seal. W v E 8. IQ, N N o F �Np y 0 N iA J "� 122,N tl1 Q 0`1 0 u. (1 a a� 'TW _ a LL LL a U' z 13Z —aa, o 0 �. L M V O o 5 "cp N m W fp S � Qr d z LLW c° o O Z N c+NS Z H OU ❑O❑ W CD 2 r M �N � cn l.L O Ill p L� g, S r-- a U- 0 F� a CL %i E �G Z II� ro G W � ru Y I y Z > N m co W—> o > aw ra C to Y1 rz U Illlllllll' O M w S 6 0 0 >� 2 coU ai �---. N V L N C M � N � N Ln N E T trT r� oT0 o c U n oo N _ +-+ 4-' � fV I— O (0 U-) co C o0 CV CD ,6 Q N `° N `n 4i r T (= 1n f� o Z M Z 7 E N a E v � m a o -J JOB NO : 23-05747-05752 SCALE : AS NOTED SHEET NO. 7.2 — U I. V4 '': I ! 1 1 - I I I 1 1 14,11 1 N I - I I , I I I I I I ! I III 1 11 1 1 11 11 1 — — — — I .! ! A L ITIM I C C C C C L IF L r L C C f� L F C C C c C C C L r L r L C r C C C C c U c C L ti C�4 co L1- Ln -CW3 C= co Ln W cc cn- Cj O - (D 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 beading Engineers signature and seal. E c. CD M Q C) N IN 6 U:' C 0 N 8 Wr -j LL z Z c: j- , 0 9 X i; = — 0 :3 04 03 LU vi __j 0 0. O E 0tt S Z cn ru t CA) M C: o � QJ rrz Z lye W WC) Mo ;1a rt 2 C:) E) 00 U M a) CN C0 CN U- N LO NE Cr 60 -6 CU U) go C) 0*4 00 CV It It CN 1:0 LO Ce) I CIO Ul) 00 N It N cflCY) < �0 T U-) 'r7 E j iii LO 6 z M z Ern M to a- 1 E 0 0 Z -j < JOB NO: 23-05747-05752 SCALE: AS NOTED SHEET NO. 8.1 1.-- I I. I 7 .. .1 1_ I I J1 _-J-- _ L - 1. 1 1 1 1 __ I i _ _ I I I 1 - 1, I I — Q' 3 I co co i N rn In C Cr 0 cV N cV cV I r� N CV 0 J N L0 r— LO O I n L0 0 I Ih N I CD N CO Ln N rr, _ 0 v C Cr 0 -n CV N C'4 CV I n N CV 0 J C'4 Ln r— un 0 I I� r` 0 I N / v v Cn vp c 0 3 U 7 CV 0 N / v a E E 0 _ 0 v c J i ri c 0 0 U O J LZ r7 CV 0 Ln \ \ v 0 0 r-) N 0 cV LO N 0 0 Y O w m a� C C SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN — STANDARD (STD) & LAKE THOMAS SCALE: %4"=1'-0" I CCA 09/24/2020 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 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6- 16d x 3 1/2" HTA20 1870 1730 9 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL _ 10 - 10d x 1 1/2" 14- 16d x 3 112" (2)HTA20 2430 9 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1730 9 - 1Od x 1 1/2" C H2.5_A_ 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" T RT3 345 305 8 - 8d x 1 112" E META20 1450 8 - 10d x 1 112" HTA20-18 1625 1495 9 - 1 Od x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1025 _ _ 900 9 - 1Od x 1 1/2"& 8-1Od H FGTR 4725 _ _ 3400 wl(1 )1/4"x3"SDS WOOD CREWS AND 2)112" x 5" TITEN HD ANCHOR BOLTS RFUS _ HTT45 7100 (12) W 3 WOOD SCREWS (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TD_X2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOL L VGT R/L 2225 1600 16 114NY SIDS WOOD SCREWS & ( ) HDU4-SDS2.5 wl (10) 1/4"x2-1/2" SOS WOOD SCREWS & (1) 5/8" ATR --- --- — -- -- - — M VGT - F 4940 3555 - - - — -- - N LUS26 1165/1150 "` 865/785 "* 8 - 10d x 3" JUS26 1050/1080*" 840/950** (8) - 10d x 3" P HUS26 1320/3280 *" 1150/2780 "" 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990"* (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 `' _ 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 850 14 - 1Od x 1 112" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 / 'x " SDS WOOD SCREWS (1) 5/8" ATR EPDXIED wl SIMPSON 12" MIN EMBEDMENT -- —--- --__ x- T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or 5 16d SINKERS FRAME 4240 3730 U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 (28) 1Od x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060 M 4080 F 3500 M 3510 F (14) TITENTURBO �22P0dx3-1/4" SINKERSLY) LUGT2 3310 M 4040 F 2920 M 3560-F !10) 1A LT IT or (60)10d x 3-1114&SINK SINKERS @ FRAME SCREW-BO or (64)10d x _T FRAME "X" HTS 20 1415 1215 (16)_1Od x 1 1/2" HTW20 1355 1140 v 24-1Od x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 1 605 12 - 10d x 3" SPT24 1090 12 - 10d x_3" HCP2 590 510 12-1Od x 1 1/2'. T HHCP2 680 595 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *"* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 03-14-22 LOADS -- ROOF = L 1360 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 w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES.R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Ifl(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND 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 HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] 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 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE: 7/s' EXP. 1 (24/6) or 15/• ' EXP. 1 (3�110) r TILE: 1%32" EXP. 1 (39'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 13r 3r m 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. P" -ram o r dW r- n 4ti P co _., N ... G lL 0- N co P y •'O N L y a� d ¢• s c N y C d O 5 Q CS:3 '3 co � 3 ai o d E!J r C O �- r- -- T 7 a N c E cc o 0 ,acu. 1 rt CV �Tr f ;3 (� UA \Le, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q g E N o C� O r- J 3 U)oD'n LL LL M Q rn F- r• z? u- W W M CD w a d M o to cd LL Z 13 3:O 0 —(� 0' L ca V O Q O m W @Nco ¢ ��m W Z ILW o o w '` U z N co N F=-- U Z O ❑❑❑ W pop r N Cl) E3C. Cz �n (DUO C) Ln Ln C) w J E ` - - � s I c ) Z N 0 0 M J 6 u N ; o u0 (0 xa rOa co c ° o Z n� S y i WC) m M v (; o o O Le > 00 = V (o rn �—� 0 CID ~ I L N CV M (p N ILL. N Ln N Co- cv E o C U r 00 00Mt N a--+ CN 0 (D LIB co C o0 (V O cs� N LC� r r N j � Z Z E r— N m co a E O U J _0 N Q 0 C JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 9.1 , , . — I — I" � I ___ I — I — — __11L__ I I I I - I- I I 1 11 1 11 1 1 1 LI i '' IUNIT-A 15321 7� CN 0 C114 C-4 :'4 0'4 9 C'4 Ln CD Ln C14 C14 =3 0- V) 4z: C14 C14 C14 C'4 CN C14 Ln C) LO CD CN C/) 0 _:R: C-3 CN CD CN C, ca� E Cn (D E L) LZ C14 CD CN Ln ;aj 0 C14 C:) C14 Ln (D W 00 Cn 54'-4" 18'-0" -C 16241 IUNIT-C 16 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT SPECIAL CONNECTIONS I :(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 - 10d x 1 112" 6- 16d x 3 112" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 10 - 10d x 1 1/2" 14- 16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA1 6 1870 1730 9 - 1 Od 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 _x 10 - 8d x 1 112" D H3 400 365 8 - 8d x 2 112" RT3 345 305 8 - 8d x 1 1/2".-, E META20 1450 8 - 1 Od x 1, 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1025 9 - 1 Od x 1 112% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 _900 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD3B* 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLTS L VGT R/L 2225 1600 (16) 1/4"xX SIDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SIDS WOOD SCREWS & (1) 5/8" ATIR --- --- M VGT-F 4940 3555 N LUS26 1165/1150** 865/785** 8 - 10d x 3" JUS26 1050/1080— 840/950" (8) - 10d x 3" P HUS26 1320/3280** 1150/2780** 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 30 - 16d x 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 - 1 Od x 1 1/2" MTW12 965 810 14-1Odx1-1/2"_._ S VGT - M* 4940 3555 (16) 14'0" SDS WOOD-SCREWT& (1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 501 0-F �24) UN4%RWM5k;Ktvvb & (8) 3/8"x5" TITEN HID (2 PLY) or (52) 16d SINKERS CED FRAME U MGT-M* 3965 3330 (22) 1 Od x 3" wl (1) 5/8" ATIR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28) 10d x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080-F 3500-M 351 O-F (32)10d x 3-1/4" SINKERS & (14) TITEN TURBO (2 PLY) of (60) 10d x 3-1/4' SINKERS @ FRAM LUGT2 331 0-M 4040-F 2920-M 3560-F (32)10d x 3"& (10) IANY DEWALT SCREW -BOLT or (64) 10d x 3" @FRAME "X" HTS 20 1415 1215 (116)-1 Od x 1 1/2" HTW20 1355 1140 24-1 Od x 1 1/2" Spi 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SID 10 605 12 - 10d x 3" SPT24 12 - 10d x-3" HCP2 1 590 510 12-1 Old x 1 1/2" 1 680 1 595 1 (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 03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL, 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ,ARRER 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 wl (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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.Rl STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 1 OR 2 PLY CAR ER—J A) x COLNT LED E CONTLED�ER QD1 ICANG /<2xR TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAU (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!� 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF1 WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) VALUE DENOTES SUCTION [4:121-[12:12] a=4ft ARDA Nuur- I ze 2n 2r I .5e 3r 10 HIP -35.94 -4-9.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 �-7858 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTIM F1667 RSRS-01 (8d) NAILS @ 6- O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTIM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Yjr," EXP. 1 (21/16) or lV32" EXP. 1 (32/16) TILE: 1Y32" EXP. 1 (3 �l 6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (23/8"x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 'Y32", SHEATHING SHALL BE FASTENED WITU AQTKA CICZr.7 1000O W2 1AA 01/� n ill� KIA11 0 CID AL'T%A ClPr7 0010C nA I)- 10n� KIAII 0 - k x . - k X . 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 W1 BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS SCALE: Y4"=1'-0" (LT) CCA 09/24/2020 a=4ft GABLE ROOF > 20 TO 45 DEG [4:12]-[12:12] C� C=) —C� ce Co >< Cl- C-4 E Q) C3 U Cn E C, W \Nk \\Jill) I I C IV C`> 4Z- 441" U. U, F 0 L Opesslow,�- .*/ell/ , /11111111liko, , N" To the best of the Engineers knowledge, information and belief, the structural plans and speafications 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 2 p c) (0 0 N N 6 CY) 0) 0 CM0 02, "t-1 �- _- N 0 a- LLJ ul IL 7! IL Y 6 cu LL u- z 0=, z cz C 0 :3 C� Lu W 0 rm— W Iz- z z 0 U! z C5 IL b 0 r I z W E3 V) 0) Q) b 0 g LQ r-. V) ) -� .1713 U) u_1 cl> _j E E 0 E t CID z ca WC> C> M 2 2 C) 00 C0 LU M C'�4 W 0 Co cN ILL CN LO N E 0-4 50 .2 0 17�4 00 04 CIO Cn U-) 06 N C:) 04 C:) (M Lo < CY) r— 'T'7 E M CY) U') 6 z E E CU C: 0 _j a) _j JOB NO: 23-05747-05752 SCALE : AS NOTED SHEIETNO. 10 . 1 :Z1 I I t I I I I ! L-11 I - I - 1 1 - - -L ---- L__L_ I _1_� a' -, 'L-B JU_L_L_ __ L_ - ff- 11 . 11 1 1 1 1 ] '— — I ----- J_ I — — I __ I I I I i I 1 11 1 1 --- L_ __ I _L I - - I ) 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 LIL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in LIL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14� Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET F� I 'fE DUPLEX OUTLET ABOVE COUNTER FITF KDw.P. WEATHERPROOF DUPLEX OUTLET 4m,, GROUND FAULT INTERRUPTER DUPLEX OUTLET F 1. FliisF HALF -SWITCHED DUPLEX OUTLET L.r_'h SPECIAL PURPOSE OUTLET F �_'>v I= DUPLEX OUTLET IN FLOOR :E:�F I /'-� - 220 VOLT OUTLET ff��E IWALL SWITCH $3 THREE-WAY SWITCH 6. _�)4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH 3:� CEILING MOUNTED LIGHT FIXTURE 771 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX L.21 I_0 WALL MOUNTED LIGHT FIXTURE @) RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN I I C)N, EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) PH] CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR 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. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR jt LAV -1 "U fUB/ — W/C SHOWER LAV 3" VTR JIL OPT. LAV LAV Lj W/C _U SHOWER W/C STUDOR DBL SINK VENT t Lrj W/ DISP. 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 1500 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 40% 9464 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 Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center 3R Cable #4 Solid COPPER Ground Q C.O. 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. ------------------------- OUTDO\OR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT WP GFI I AT% kue nwwn KITCHEN) F — — — �Fl ' Ez U, SWITCH F OR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT < *> FAN/LIGHT =8 FOYERI�. DB aB ENtRY WPO— LIGHTAS GFI& PER SPEC�S�W��' DB & GFI TO BE ALIGNED VERTICALLY W W Z 20 W LL EE W 0 > I .1 UPSTAIRS t GF1 @ 44" LW.H. A.F.F. 0 IGARAGE I GARAGE LIGHT AS TER SPECS \,,GARAGE =;E3 DOOR GFI r-- — — — — — — — — — — — — — — — -- Uj Z < P: _j < 0 > COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y4"=1'-O" 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__ __ — — — — — — — — — — — —1 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4"=V-0" ell— C"I Co C-7 ,14 Cn -0 cc Lj '0 C' W C:2 W cc �;_ r- _C3 ra C41). CD 2! 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 beanng Engineers signature and seal. W 4 E 8 c,4 co 8 C14 C'j 0 LO N 0 a, Lu U_ M Z 0 0. W 0 0 T 0, 1 r- Z W Z 00 0 x 0 Lu LO M Z 5 U W Z < E3 C-) I' W 0 V) C1 4-1 Ln C) C_ __j W, E E 0 10 ZE t U:) Z __j C§ I U Q C' > .0 C:) Q 00 > co T 0 (D CN CID LL LO CL E oo W .2 co C\j N— 00 C14 F— 0 LO M U-) 00 04 a C:) < Q4 to CN E ce) j6 LO 0 M Z E ca Q. E 0 0 1 0 _j 'a cc < 0 C 0 _j JOB NO 23-05747-05752 SCALE : AS NOTED SHEET NO. '�'u L ju___ tij�'j jjljlj''!j"1r'Pj71-9H.11 111 111 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 FfF DUPLEX OUTLET ABOVE COUNTER I /__� F3-W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET FliiiF HALF -SWITCHED DUPLEX OUTLET I 111�_-v SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. T4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION MD nr� ELECTRIC DOOR OPERATOR (OPTIONAL) PH] CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) f F\11 TELEVISION (OPTIONAL) Fl:q 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. (D THERMOSTAT IM ELECTRIC METER NMI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (9D (1) PHONE LINE, (1) DATA PORT 3" VTR JIL HANSON BOX 3" VTR JIL OPT. LAV LAV J- --� — I I Li W/C LAV SHOWER TUB/ W/C SHOWER STUDOR VEITTDBIL SINK Lrj W/ DISP. L�V I 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 / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 'T;�-50 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 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 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 'v �ETER MA N 1 0 �200 A P /—Serial Cable NEMA 3R Power Co. Feed 11 L #4 Solid COPPER Ground 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. C.O. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT > ROUGH -IN FOR OPT. < FAN/LIGHT WP GFI I -Tft ----- ff --- I I DINING KI TCHEN F — — — r� r7l TD-' Q GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM t, >ROU GH-IN\ FOR OPT - FAN/LIGHT \o' '> ME NTRY IGHT AS (0 ER SPECS a LL L_ W U- 0 0 -4--Co ___ ,qF-L MI "M E I .1 UPSTAIRS F AARON a% M4" N' LW. H .F. 0 IGARAGE GARAGE LIGHT AS \�ER SPECS GARAGE \_6DOOR GFI r— — — — — — — — — — — — — — — — -- _j Z LU 10 Z IP= < I< 10 0 < I j 0 Iy= COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624. SCALE: X"=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. 1, 2ND ELECTRICAL - UNIT-C 1624 SCALE. Y4"=1'-O" C' L&� 0- 3: 5- C14 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 s, C �4 CC C 0 a) 00 Z — W *h - u7 r'_' 'Z ZR if L� C14 0 o_ LLI _j i, LL 0 LL. Z 0 2 0, 5 :D M 0 0 > 0 Lu W Co 04 Co < 0 W Z LL (1) 00 0 0 u) CN U U) < F) 2 �Q CD2_1 iz- V) M .12 41 1 0 DL') C. V) LLJ Moak E 8 LL_ 0 z 0 F— M CL E 0 CO t C: Z 15 W nj <� C .0 > 00 U co M C14 0 C%4 C-� M co ILL 0-4 LO =3 C*4 Cr E 60 U) co 00 0 U-) C? c) U—) 00 04 (0 0 C=) Cn < 04 U-) ,6 C-14 I W E 41 C CY) LO 0 cc Z :3 E C E 0 0 0 _j 'a M < 0 1 _j )OB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 1 1.2 -.q IA 1,! 1 1 1 1 ITIVIIIIII mill 11—M, -1 21,111-1 111 11 11 111 1 1 B-1 1- 111 1 1 1 j 11 j I I f I OUTDOOR LIVING — — — — — — — — — — — — — — — — — — — — — — — — — — UNH -------------------------- OUTDOOR LIVING E nil 101 N 0 0 lz DINING KITCHEN 777 t KITCHEN L----I 0 0 1 L j L - - - J 7 7 7 77� 10 IM M M C-l"REAT ROOM .L METER BANK UD (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) 7 7 1-CAR�RAGE 1 -CAR- GARAGE PROVIDE AMIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES OUTDOOR LIVING 0 — — — — — — — — — — — — — — — — — — — — — — — — — — MMUL ------------------------- OUTDOOR LIVING 717- I DINING DINING KITCHEN �jo KITCHEN �E r --- L----i 0 1 1 L---'JED L --- J. IT ------------ 31 Z: -,ENTRY UNIT-C 1624 ---------------- M r— — — — — — — — — — — — — — — — -- j 0 Ho 0 GREAT ROOM WN N N ONG ON I I r�(1914v ON WA QrA 100'i fifim OUTDOOR LIVING OUTDOOR LIVING M 17-17 10 DINING DINING KITCHEN 110 01 KITCHEN DINING F-- i L - - - 0 U o I L i I L --- j r------------ GREAT ROOM -1--CAR-Q)��AGE -1 --CAR-GARAG E ENTRY- - T-� WiR-Y -U N IT-C tjNiT-CL H 1624— — 1624 r----------------- I ----------- - Z- Z 7 GREAT ROOM 0 GREAT ROOM M 1 mil NO NN S-1; F111 164, 25, 04 ao'.; 0) ME wiffsa qW AN .00 MIME 1111 1 -CAR GARAGE ENTRY UNIT-C AQ24_ L r------------------ I -7: 1 -CAR GARAGE UNIT -A 1532 --z --------------- ELECTRICAL SERVICE PLAN SCALE: X"=V-0" C47 Co 0 W c14 ec cr Cc 02 w .Z3 C14 cn, C:) To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W s E C 0 Lo- co 0) J33 P� 0) 04 o 2i 2, 7' -L u- u_ z z 0 0 R z m oa� � 0 :§-, :em cZI m Lu 0< LU W 0 2 1-- < m U) c� -, r- z Z LL oo L0 c7 0 X 0 z 's a 04 < d z W 2 v co c`1 �D 2 Oro 0 V) g - -011111111116 V) c- -1�� U 9 U 8 4W cl� cl� cd E 0 iT 6 E Co 01 (0 t co ru Q) z CD _j 75 U3 W C> 120 0 cl) C) 00 7 cy) T cu C14 0 Co F- v— C-� co CO cN LL Ln Cr E 00 U) `11— 00 C114 CD U-) I? M Lo 00 (0 04 CD c6 < 04 V--) a) . > . A_ (y) 0 E m r L0 z c E T— E 4i co c Co FL 0 0 0 -1 < cc C 0 _j JOB NO: 23-05747-05752 SCALE : AS NOTED_ SHEE7 NO. 12 I I I -A I I _L I _A_ I ------- L LINTEL PLAN NOTES: C), 10 1. THIS PLAN IS TO BE USED FOR STRUCTURAL 11011, u0c, INFORMATION ONLY. 0 0 8F8-1B/1T 8F8-0B/1T 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 8RF6-0B/1T 7: --I TO BE ASSUMED TO BE 16" MINIMUM DEPTH. =I:. -,F 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 0 0 0 0 0 0 BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE 8RF14-1B/1T8RF14-0I31/1T 8F16-1B/1T 8F16-0B/1T ,o COORDINATED WITH THE ELEVATION DRAWINGS (0) (D) g OF 10 01 C 0 0 8F20-1 B/1 T 8F20-013/1T 18F20-,l 13-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR (H—) 0 0 0 0 COORDINATING THE PROPER LINTEL HEIGHT. 8F24-1B/1T 8F24-OB/1 T (K) 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM 01 DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. < 1__SU_< TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 61 T 16-ib/lT tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT OATERIALS Ic 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. Stebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7132 wire per ASTM A51 0. Mortar per ASTM C270 type M or S. .0 L?5 A #5 REBAR AT TOP MIN. (1) REO'D 4 1/2" _1 LEAR M, U, LU F Z 0 Z —GROUT —45 REBAR AT 0 0 BOTTOM OF LINTEL CAVITY "W —BOTTOM REINFORCING PROVIDED IN LINTEL 7-518 'ACTUAL"_ (VARIES) OM A�L W1 �Nl'N 6TH GENERAL INSTALLATION N TES 1 . Provide full mortar head and bed joints 2. Shore filled lintefs as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. LI-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4" and longer with a nominal height of 8" meet or exceed L/1 80. 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 Safe vertical load Safe horizontal load <1 .0 ALTERNATE POWERS STEEL LINTEL 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REO'D—.— W C. M. U. uu) dx 0 b Lu Lu L /)6Z uj L) 0 LLi U) �a #5 REBAR AT BOTTOM ZMK = MK (1) RECI'D 00 cr 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 0 00 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2ND FLOOR LINTEL PLAN SCALE: 3/16"=V-0" SYMMETRICAL 8'-0" _B1 LINTEL 1 F�__ 0 CE CE Mir (�)MIN. (�)MIN. (�)MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=V-0" SYMMETRICAL W CZ __2 CL) C,r co a I + — C-4 '�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 engineedng portions of the drawing pages bearing Engineers signature and seal. W E CN Co 0) C, 0 t� — 21 V) (:01 "102 _- - (14 0 Iu W u_ 1 13 M LL _j Z = 03 Z i M -rE 2M.'r, 0� �,O, M W W C14 T < 00 r— c, m (n C�l Z W LL 0 0 ,� Z Q M U-) co 0 C14 .. 00 a) co ICY) T M 0 F_ Co cN LL CN CN Cr E 60 W co C"-4 00 0 LO Cy CN 00 C-4 (0 C:) C:> M Z� 04 Lf.) c.6 CY) E U') CC Z E C C M E 0 _j < C a) -1 JOB NO: 23-75747-0575 SCALE : AS NOTED SHEET NO. L 1 I I - I I , , - - - - - I __ '[ I I I- I I - I I I I- , I - -I-! I � ___L_ I I � I A IF . 1 11 1 11 1 1 - I - , I I I I 111 1 1 1 1 1 1 __ I L_ I I I! - I I I I I I I I I _11 1 11 1 _L U) -3r C'4 1-0 I CN Cy, V) 0 -0 Q C14 C14 C14 C14 C-4 C14 LO C14 C14 r.n 7 C14 Cn C--4 C14 CN CN LO r- LO CD LO CD Cn 3 0 C'4 CL E E Ln 0 C14 CE3 C/) 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 PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1 . GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) 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(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1 . OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTIM 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES 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-l-P CONCRETE FORMED AGAINST EARTH: T' C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 XF GROUT FILLED MASONRY: Y4 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN ft) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): BUILDING CATEGORY = 11 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED (.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORSTCASE (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 W1 (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. STEM WALLS. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.0 4.3.4, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. GARAGE DOORS (V = 140 MPH) 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 160 +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 SHEARWALLS 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 PROFESS IONALS'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 IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI1TPI 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 W1 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: FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" SHAPES, ANGLES, CHANNELS: ASTIM 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 ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL 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'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1�850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4� 7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s ,Trinkler systems includinR all risers and -0" of the building side wall. spray hea s shall not be installed wi hin 1' 4. FBC-R R318.7- To provide for Ins ection for termite infestation, between wall covering and final earth gradepshall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318. 1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-Vr3`m61 e Ve�- e7orcretxeteoverpour and mortar along the foundation perimeter must a e or soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscapin and irrigation. Any soil disturbed r,trg after the vertical barrier is applied, shall be eated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of corrigliance must be issued to the build I n%department by a licensed pest control company efore a certificate of occupancy will e 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. T�w; .S� - C', Co c-;, C Lj_ C�_ W.- Ln cc CD V) -W cp W 3r cD c, 6 V, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 8) C) 8 0`1 0 wi, g NEIO:?G'=o� (a LL z 13'* 0 .0 % - 0 0 Lu =3 W 0 U) z W z IL cc 6 0 1 u U Ln z m 0 _1 Q) z r 71 W cl) -m co arm% C1 U 0 V) L_ u) Lu E 8. C-) c, o cl) __j E ao 0 E zE t c" z Q) LUcJ_j Q 2 C:) a) > 00 CN CNI CIA co C%4 U_ CN C,4 0- Cr E 50 -6 -020 co 0 CN 00 CN 0 M LO 00 CN (0 C:) C:) CN III, N Cn LO < C� CD E E 0 z z E W 2 c cc E 0 0 Ira CL _j _j JOB NO 23-05747-05752 SCALE : AS NOTED SHEET NO. SN co C14 co C14 C-4 CN C14 CN C14 LO r__ LO CD r LO C�- C14 C14 C14 e*, .2 C14 C'4 C14 C14 C14 LO r- Lr) C:> r: I t- r__ LO C) C14 =3 I !zc_ C,4 CD 5> 0 CL E F— E LZ C14 CD LO 45 0 0 0- C14 C=) "I LO 131� < Q> > THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH CROWN) 16GAxl-1\2" LONG (3/4"-l' STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN I MAX I I WALL SHEATHING 16GAxl-1/2" LONG (3/1 CROWN) STAPLES @ 6" ERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FECIR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 10, -0.1 TAN K-LESS W/H CORNER OF HOME--/ H C G GARAGE SIDE 000 5-101" < STUB -OUT FOR I L 0 0 - I 11-01 U.) I GAS METER 0 9 0 am - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - -- 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 7'-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" 0. 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-l" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 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 1 Od 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 LEAVINGY8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (1 Od) nails at Load bearing walls Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Provide adequate bearing for each lapped joist. 1 Od nails Squash block SECTION @ INT. BRIG. WALL (2x4 minimum) N.T.S. Bearing wall, Versa -Lam LVL or Glulam Beam QDD 10' a ,;Larn IVL or NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Ale or drill flanges )tch\� (see la le I FILL CELL STD. 90' HOOK BOND BEAM SIMPSON MGT w/ (22) 10d U) GIRDER TRUSS LU NAILS TYP. < CONT. #5 > STD. 90' CONT. #5 BAR 2X TOP PLATE BAR HOOK _LL #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 BEARING COLUMN CONT. BASE PLATE SEE PLAN FOR REQD PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW 1!rl_�FOR BLOCKING/TJI --,--MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearinq Location Depth End Intermediate -Series 9-1/2" 2-8d 2-8d 1 'BC15000S 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d Clinch nails 9-1/2" 2-8d 2-8d when BC16000s 1 3-8d possible BC16500s@ 14" 2-8d 5-8d 16" 2-8d 6-8d 1-7/8" 2-8d BI 600' 14:: 2 -8d 3-8d 5-8 d Tight fit I 16 ]_2-8d 6-8d 11-7/8" 1 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" mii BCI 90se 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 Vertical load transfer =1900 plf max. along bearing wall Required on interior walls for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide F1 3/4" minimum bearing for each. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. q ri A 1Y2" ROUND HOLE MAY -/ 7],�� 6 6" CANTILEVER BE CUT ANYWHERE IN THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2' DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. ��:_ndHole.,R ider on) J2 13 5 6 T. 1:0 13, FkIctynalgillj* PIC* Sk* Oil) 2 3� 6 Any 19' joist Span (R) 8 V-11" V-Z' VI III T-3' TI T-11" 24" Z-9' 3-2' 3-T' 12 V-0" V-1 " V-27' V-2" V-3' VI 24" 2-11 " 3' -T* 4'1 4`-9' 6-41, 16 VI 1'4' T-7* V-2" V-T' 7-6* 3-Z' 3-10" 6-7 64" 7-2' 20 V-0" V-1" T-2- V-2" 2'Z', 34', 4'-0", 4'-10" 6-11"! 6-1 7'-11" 81-111, 24 V-9- 1--l" I V-7 1 V-3"I 2-5" 13-7-14-9" 1 50" T-Z' 1 8'-4" 1 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. THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2 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 Filler block. Nail with 10- 1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger eb stiffner as flange is laterally supported by joist hanger. doesn't meet height requirements 1,6 X Joist depth I I -JOISTS BUCKETS N.T.S. 5/8,10 THRU BOLT I.0 SIMPSC w/ (22) NAILS I TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )FFASTENERS TYPICAL SIMPSON META1 2 META12 TSS INSTALLATION FINISH GRADE SLEEVE THRU STEM-/ 4. SEE PLAN FOR--' A.* 04 4 FOUNDATION INFO 4* STEM FOUNDATION GRADE `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: UPLIFTVALUE IS BASED ON S. P. F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (118) 1 Od x 1 1/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's X 4'_0" CENTERED @ PIPE PENETRATION 41 M1 I 1E1 I 1 4 0 I J= PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 PVC OR SCH40 SLEEVE PLUMBING LINE 4 1 L 40 4 ;2� SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTER ED @ PIPE PENETRATION PLUMBING LINE - 'd, 4 4 4 �u 71=-11� SEE FND. PLN. SIZE & REINF. -p, 'o" 4z:1_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 I E 8 - 8 3 0- I 4& IN,) 6 IF R 0 c'00 N 4 it- U- 0) L�01 "20 1-, LU 11C ai co -IT u� C: _J L:L 0- M U_ - Q z (5 _J -;; � '0 2 co 'T 0 - 0, 0 to I W < W W 0 2 r-- M CID z z LL d W 1 0 qJ In co < 0 z a IN . . < 0 in 0 0 E] 11 El z W P < U) V) 111) 0 .2 u- 4-1 MILI If" 0 Ul V) U) — = E M 8 U U) c2f & 00- E 0 E ru C, A Lo C; C"> ai� 1 0�'� 1- (D �2 00 L) co L_ cc C14 0 CN CNJ M CID cN ILL LO CL E 60 U) 0 co C) C14 00 C%4 .1-i III It CN 0 (0 LO 'E 1 1 LO 00 04 0 CC> < C,4 (0 U.) E E I T_ 6i LO V_ 0 z E T_ 0 2 C C iR 0- E 0 0 _J '<11 9 1 3 JOB NO 23-05747-05752 SCALE AS NOTED SHEE7 NO. SN 1 I I lu I I I- I I I F I I I 1 11 W I N 11L I 1 11 'I'l I I On C14 co LO C14 CN C14 C14 1`1 C14 C14 16 I C14 ul l In C:3 C) I l C14 C14 �R C 1 4 C,4 cN C-4 C-4 C14 C'4 16 _j C*4 L0 r- Ln CD III LO C) I C-4 LO 1:; 0 -0 -0 0 E C3 co 0 0- 0 9 -2 LZ CN C'4 C> C14 M -0 (1) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-j NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @ 16" 0. C. W/ (2) 16d TOFNAIIS T Pv B FOR UNDERLAYMENT 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHEID.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER CD 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) ROOF SHEATHING - SEE RESIDENTIAL SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G �'� ELEV. VARIESjd_� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 N ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X1l KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH IIX2 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB S co AT GARAGE CONTRACTOR P E MIN PSI MAY VARY PER AR U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE 3 X6 CONCRETE SLAB W/ 6X6 T a- /-NOTE:EXTEND W1.4XW1.4 Vill OR DECO FIN ISH 4" to 6" "FIBERMESH" BELOW GRADE I C14 Z 00 2 6 MIL VAPOR C? BARRIER In, __ t> C\1 COMP. SOIL. \\ I ---1 (COMPACTED 95% - MODIFIED PR TOR : - -1 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-13" (2 DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-1 � �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-\ SEE A/S3 OR J/S6 Lii�UIFFLLITTTTI FP -Ir-, FOR REINF. INFO. L 3" MIN. CLEARANCE 1'44" (1 STORY) V-8" 0 STORY W/ DEPRESSED SLAB OPT.) 11 8" (2 STOR) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N,T.S. ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3,l 2x S.P.F. S DS 16" O.C. - 2x STUD .11 8" C. M. U. 1 "x P T STUD I/ �, #5 VERT. IN FILLED CELL 5/8"xl "J" BOLTS BOLT 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE F/ FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH L) tIo SCALE: 3/4"=V-0" GRADE 1-111-111-111-- MI I I= -m-m= ._ T, =Mr #5 REBAR W/ OPT. 1)! mi�! T�_'-' Tf= S Q R --fft4ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION J _71 a 13" O.H.D. RECESS -4 I Cl) 4 If Il5 ..!� - - 11-1. - -e - . . . - "TF 60 4' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STCIRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSI3 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 10-4- l 1) 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 E t> 'T 7 6 MIL VAPOR BARI=::� R R A A RIF _7VAF_ 6z, ------ T - -5:zl 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ------ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Ys" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE Will HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS (12) 10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. 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 1 l (R302.1 1) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 l l 1) INDICATED ON THE PLAN. ATTACH (ALT: 1,l TITEN HID @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"xl O'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY", IMPSON SP1 wl (10) 1 Od NAILS SIMPSON SP1 w/ (10) 1 Od NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-101" (ALT: 1/2"x`12" TITEN HID @ 24" 2x PJ BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE OIL - INCLUDE THE WALL A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2' ATTACHMENTS /21- 31/2" MIN. 3 1/2" MI WWF OR FIBERMESH WWF OR FIBERMESH N. 6 x 6 W1.4 x W1.4 ELEV. 4-3 1/2",l V - A. F. F. '0 ILL 3 1/2"l M.1 I I 1/2"(min)-4" 2� -4- CN t. oo 00 3 1/2"(mil - li-T ff (2) #5 CONT 4" 4" 8" U.N.C. MIN. TYPICAL BEARING WALL (a) STEP (@ SHEARWALL �_ 4V "SHEAR WALL" 2x STUDS@ 16" O/C INSULATION PER FBC AND ENERGY SCALE: 3/4"=V-0" N 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) 1 Od NAILS @ EA. STUD 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING L_j BAR WEEP SCREED INSTALLED PER MFR INSTRUCTIONS "�'�#3 OR #4 REINFORCING BAR EF�ADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE F 60 [GRADE 60 MIN. Fy= 60l FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 0? n'MME r R 17/8" _r;__,flZ4r= __-- #5 REINFORCING BAR 2� 05 1 APqP[ IC'F COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM RL-M - '''T' D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING lit SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3,l SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 1/2" FROM SLAB HOLD GYP. BD. 0 CONT. BEAD SEALANT 01-01, :3 < A 2X STUDS @ 24" O.C. U.N.O. INTERIOR 4. . I - 3 1/2" .4 . 11 . . I . A' GARAGE 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' 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 W1.4 x W1.4 0? E= WWF OR FIBE ci t RMESH � .. . _t;l -A zn! y I I Nm r T-I Z - 7 =Ll . Z! t--T =L1 F=__1_,UI tfflff I �=-I I F_ I FF=I 11 IFE-El I 6 Elr=-_ 11 1404gm BARRIER __Lj___ I LE I'M=, W�_Il PRI I: 14" 14" INTERIOR WALL SLAB STEP NON -BRIG. (��K SCALE: 3/4"=1'-0" S3 101, , �� , - � '--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE (2) #5 CO NT. 4 U.N.C. IN. TYPICAL BEARING WALL "STEP (U-) cc SCALE: 3/4"=V-0" S3 rc _C_ NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR < BOLTS 6" MAX FROM l LU END OF 2" x PLATE ILLJ 0 t - t), 7 A U-1 U) LU R 7 FROM LATE REBAR DETAILS F SCALE: N.T.S. EE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 Od NAILS TO TRUSS TOPCHORD FOR TRUSS AT 24" O.C. MAX. _-.1 CONNECTION INFO SEE PLAN FOR A _n i� �_ & LAYOUT DESIGN TOP OF BEAM 'll SEE ROOF PLAN =00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO ..-IS71 F_ _-.7. ZEJ COLUMN LOCATION 2,4 P T ATE 7116** O.S.B. 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING �Lj 0 SCHEDULE = < > * SEE PLAN FOR STRUCTURAL Uj COLUMN SIZE AND BASE z5 LU LU CONNECTION INFO. U) SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x . . . wl 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z UARE CMU BLOCK BASE, co W 0 SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS *W _j L FILLED SOLID (SEE PLAN FOR uj W SIZE AND REINFORCEMENT) W (n BRICK PAVERS or SLAB PER Y-10" FIN. FLR.A COMMUNITY SPECS ---------- I I R Ta OTA I 10 Lan 51 (2) #5 CONT.-T -7:__1 jj�gji_l ON 3" CHAIRS V-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 0'-1 (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 35l MIN. TENSION 260l �� __71 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 7 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" �3 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH S.G.D. (U.N.O.) ).a 8" FOR REIN SEE A/S3/J/S6 F. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D rM SCALE: 3/4"=V-011 � �3 � MASONRYWALLAND PAD FOOTING L 1 8" MASONRY WAL EXTEND FILL CELLS C� TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. Cl) ;0 LE GRADE 2 -U-11 LU z Uj P 0 Ill W 0 LU U) z < 00 0 11- "�-FOOTING BEYOND PAD REINFORCEMENT-/ 3" MI N. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ("'�N SCALE: N.T.S. S3 C" C', co L-O> c __0 - I= - -z; <6 - g, C- -C3 1� I-- .5 3: c::1 In ca- ....... (7, '1 . Cz ZQ .. 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 .4 cl: > E 0 - - 10 0. 0 �Q '0 5 0 C-1 .0 C 0 .01 C1.1 CD aw .6 s Re- '(L� 0 0 3 l Z, -r �, 3: 0 Z f'm Z) CU ow W W o r-- m c, v) z E M �O 0 UJ to . . 0 04 < C� 4-1 U 0 Ill V) C ---, M _ U) 0 - E 8 A 6 U Cl> g E rz 0 y z_92 I- A J, - z M '25 W C> A 9 C) !2 000 3: W il W 0 C.0 I L_ (D L_ l (10 U-) CL E 60 co Fn 00 C14 4_j 4- It Ict 04 0 LO c? in Lo -0 .0 N 00 CD 6 C4 l LO 6 E M C �j LO �E z C: E E CL 0 _j cts C1 a) JOB NO 23-05747-05752 SCALE AS NOTED SHEEr NO. S3 (MONO) -4- �E CD rl C-4 C'4 9 CN Ln r- X) Ln C:) c14 r.-) t2 P-= & Cr Z5 C14 C-4 I-, C14 C14 — 9 C14 1`0 rl- LO LO C-4 LO :t:� 0 C14 C14 CL FT E -3 -2 LZ C C�4 =) c,4 CD C14 Ln C) 52 V) M (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 DOUBLE 2x TOP PLATE VAfRIE5 ( .) FOR CLEAN -OUT -----2x DEAD WOOD @ MID POINT W/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 INTERIOR WALL DER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S. P. F. STU DS @ 16" 0. 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) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED L SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO I-, TRUSS BELOW --e 7 - r_ 1/2" EXTERIOR GRADE SHEATHING -' FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.0, BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD--, FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. DIMENSIONS SEE PLAN FOR FOOTING GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. .CE OF BLOCK WALL IS 2 1/4" CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT SCALE: N.T.S. \,,, �4 7 5/81, 8" 7 5/81, 8" 7 5/8,, 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT D� SCALE: N.T.S. 1\14� "4 KNOCK -OUT — BLOCK W1 (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 11 L _T_ 4 STD. qd'HOOK LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL----"""' SEE FDN. PLAN FOR LOCATION I 1 d- --- --- I I - . 1� 11 T_ 1� _T NOTES: (DFILL 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. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-10" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" — FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE < LU > 0 FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM. FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET 'GARAGE DOOR TRACK SCALE: N.T.S. ""POURED CONCRETE BASE FOR BOTTOM OF MOUNTING , 8 TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. SHED FORWARD THIS DRAWING. FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 881. 71" 58" 4111 34" 10.1 63/41, 3 1/2"- 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 wl (6) 1 Od 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. 2 x 6 P. J-BOLT TRACK BRACKET AGE R W/MO TING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEE TS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) 1 (2) (1)LSTA30 4'- 9' (2) (3) (2) (2 (1)LSTA30 9'-16' (3) (4) (2) (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"xl 0" OR GREATER HEADER "Luu" "L" N RLEQUIRED CONNE \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '�'-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ ATC: P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 1\14� SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. A A /8"x`10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER E BOTTOM PLATE ,--21 SECTION D \_simPs6N SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C -Z(:TTYP.) SEE ELEV. UPLIFT CONNECTOR (SEE y P �-) 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 SP2w/(12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2X4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" NG ( LU U O/C FIELD ;2� 2x TOP PLATE -A \\�2-16d 2X4 PT STUDS @ 16" O.C. 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) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 2 4" (24" O.C. MAX) W/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR TA GERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- -i I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF %9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL __j EXTERIOR STUDS W/ 1A I 16d TOENAILS TOY6PPLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING N IG t) FRAMING � P.T. SEE SECTION J/SS SS -ATE AND K/SS FOR ADDITIONAL D TAILS ETAILS SIMPSON SIMPSON SP4 SP2 --I NAILED INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SIMPSON - spi SIMPSON SP4 RECESS SIMPSON SP4 LINTEL SIMPSON Spi SIMPSC SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/"' j SIMPSON SP4 2X TOP PLATE OVERLAPPING 1 Old NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. & NUT 'OXIED A.T.R. & NUT OXIED A.T.R. I & NUT ROOFTRUSSABOVE 2X BLOCKING 2X P.T. PLATE Li 2X8 P.T. BOTTOM P�ATE \-5/8"X`10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " 2XI P,T. BOTTOM PLATE I 5/8"x 10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 1� K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. -MASONRYWALL 1 Od NAILS@ 4 1 Od NAILS @ 61, O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. T x - - - - - - -PLYWOCID FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES 1 0 rE SHEATHING & 8" O/C FIELD �4 L 9 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 a- 518"X10" J-BOLTS @ 24" O.C. SIMPSON SP1 wl (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. (*"R FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. 9" :5 19; 00 "- cl- C::� � n --w to 0 0 3: e! V f 1; 1 - �;� V., 7 - 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 2 C-, 8 -. 3 0 6.- " M (A 5 LO i rc-1 W C') IL uj _j u� g 13 CU u- Z 0 0 3 r- ru 8 wo 19 W -c :L' �4 M L" 0=) C20 W W z Z IL 00 Of 0 W L,) CY) z 00 7 a) U CN cu CN U_ c1q LO 117114 0_ . . E 60 U) co C) C�4 00 CN 4-1 +1 Cq 0 CD LO CV) LO 00 CN (0 C) CD C0 < C-14 c4 u 0 E M E =3 LO z E a) CL E 0 .0 -8 2 0 ca < Q Q) OB NO 23-05747-05752 SCALE AS NOTED SHEET NO. S4 c�n -3r C14 CO C14 l") cr V) C14 C14 Ln C=) C'4 C14 LO C,4 11 C14 LO rd- L0 C) C,4 Ln E 1.2 E 0- 9 LZ c14 CD C14 LO C14 LO V) C) M M V) SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 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 - [RSHI - 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 AX. 9.1 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 1 O/S5 I v IF Z. pq vy I NAILING SCHEDULE FOR SHEATHING� 45'± 41'± X DETAIL 45' SEESTRUCTURAL x x NOTES AND NAILING 2"x4" CROSS BRACE x 2x4 CROS3 BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER KERN 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @4,KI 8 _O�O/C @ 8'-0" O/C 0 DOUBLE TOP PLATE EACH JOINTw/(3) 10d EACHJOINTW/(3) 10d Ir 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT x CROSS BRACE APPROX. 8" &(2)10dTOE NAILS@ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA.END L" BRACE T 0 EXTEND rAT EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1 " OR i LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL (SEE WALL SHORTER) ABLE TRUSS 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 1 Od GABLETRUSS ,,1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE A (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2'*x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF �,NAILS ATTACHED w/ 1 Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED W/ I Od NAI LS @ 6" 0. C. E DG ES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS UtNAILb w/ 1 Od NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD I I _Lj THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD M CHORD L EDGES AND 12" O.C. FIELD (2) 16d NAI LS BOTTOM ATTACHED "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) )R R SS T U W/ (2) 16d TOENAILS —2x4 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" C' F00, 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED -WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4 1/4"xl 112" SDS SCREWS TO " " " " " " MOISTURE BARRIER SIMPSON META12w/(7) 10dxl 1/2" NAILS AT 6' 011 1 ILS /2 NA INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.0 T24 OC. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM NT IN KO B O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER PSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED I Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24- GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION SECTION r2 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE � �5 SCALE: N.T.S. �5 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) REFER TO DETAIL J X-BRACING, AND TOP SEESTRUCTURAL ON SHEET S5 FOR CHORD BLOCKING NOTES AND NAILING INFORMATION co ;0 SCHEDULEFOR x SHEATHING DETAIL BACKNAIL w/,- 'A CID ill 2 (2) 16d NAILS WOOD TRUSSES - r 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT 1 2" AT 24" O.C. ON TOP OF 11 BOTT. CHORD FOR 4 Z-V EACH JOINT w/ (3) 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING 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 @ 48" O/C FOR THE (2) 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2X4 BLOCKING @ 24" FIRST (4) ROWS OF (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 112") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL O/C W/ (2) 16d TRUSSES FROM EA. f I NOTES: TOENAILS @ EA. END 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 'i. SIMPSON SP2 w/ (12) 1 Od —2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION L3 SECTION r4 SCALE: N.T.S. SCALE: N.T.S. �5 ��5� REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOODTRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS x -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM1 OKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO /—JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU �-,_,,CONNECTION 14 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2X4 "T" ON TOP OF PANEI BLOCKING, FASTEN WITH L 2X41 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ 1 Odx3" @ 4" O/C (2) 12d TOENAILS j COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF T I F, NON - LOAD BEARING LOCATION � �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r CTION FOR SEE TYP. WALL SE ADDITIONAL INFORMATION. SCALE: 3/4" 1 1-01, TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS SECTION 8� 9 IINIMUM 2x �ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1 Od x 0.131 TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od @ 8" O.C. XO. 131 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. iN �5 MEAN WALL HEIGHT UP TO 30'-Q" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. 'MINIMUM (2) 16d PER JOINT \-MINIMLIM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4!'O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z LU �_BRACING W/ (3) 10d x 3" AT 2: M EACH CONN. @ 24" O/C \-MOISTURE BARRIER BOND BEAM MASONRY WALL P BRACING ARCHITECTURAL FINISH 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 2x4 BLOCKING-,,,,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS E DOUBLE 1" BRACING DETAIL K5 SCALE: T S5 N S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED—,,,,\, --lld NAIL W/ 10d NAILS @ 4" O.0 . TYPICAL W L W Btfi GABLE TRUSS WEB SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS EF��TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"--7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX AIN. cc Ill 11111 1111111� MW 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 coll -ta Lin 0 ra C> 'W r_ C_ C3 �j v To the best of the Engineers knowledge, information and belief, the structural plans and specl ications conta ned within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � �. � 1: U) W g E 0 4 8 �Q 0-0 3 N ce 4 0 41 C'S 00) L � * 'u oi Cn 7� __. I - g "zi C. U - z z 0 0 z r ffi C� 'D M LU W 0 V.) Uj -!. 6 E� 0 LU z co z n d :r LO Cl) C4 F1 (A) z W M C) V) _D 01 E 8 to 0 z 2 < 7 U_ 0 E '15" CL z co M t z 15 W �m nu i C:) > 00 7 U C%4 0 (D 04 C_�j M CID E 0-4 LO E 80 -6 co C) oo 00 C14 It 4-j 11" C"i 0 L0 c) Lo 00 N (0 0 t CD (7) N CIJ Lr) .6 6 CY) 6 E LO z E 4) E cu 0 ca _j a) JOB NO: 23-05747-05752 SCALE AS NOTED SHEE7 NO. S5 en c14 to C'4 cr -8 :�R C14 C14 CN 1 4 __j C14 L0 r- Lr) rd- LO C) C'4 -.0- C14 7 C14 r%0 LO Cr U1 - 0 -0 Q C'4 C14 C14 C14 C14 C14 Ln r- LO C) LO C� tR r�o C14 C14 CL -1 E 0 0 9 -2 LZ rn C14 C-4 Ln 15 pe c'4 FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION _Z77 (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION — SCHEDULE - [RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE C C C ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j :D NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K U) FOR MORE INFO 16" O.C. 2X S.P.F. STUDS —I- 47 ILL] : 0 = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 0 (n APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W1 (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. _j LIU 3RD LAYER 1/8" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d :D Uj COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C `0 TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 B R SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI�. i, - - S6 S6 SPACE INTO APPROX. EQUAL AREAS. 4�1 % FLOOR SYSTEM ETAL SEAT PLAN )_ R FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 1HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL /_�INISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU U 4"x4" INSPECTION PORT AT ILL Z] cr a_ EACH FILL CELL TYPICAL UJ U) 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH Nr MUNICIPALITY 411to 6" BELOW GRADE �Fl E � 1 -77 A \.4 44 /FINISH GRADE 00 [TT,.I I I —I I I— I___I I I- I I I . �4 4. M.- R 7R ff �1_ 6x6 W1.4xW1.4 4 WWF OR FIBERMES 1 1_.. I I I.T71 I T 17" \-STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" ION TYP 2-STORY WALL SECT — REV. 03.16.21 SCALE: 3/4"=V-0" 0? SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO STUD --- ----- 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST------ *SIMPSON LTP4 w/ NAILS (12) 8d x1 1/2" @ 24" O.C. 1st FLOOR WALL---------- SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JCIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" 0. C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS - rN SCALE: N.T.S. 2NID FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING ----WEEP SCREED PLAN INSTALLED PER MANUF. \-SIMPSON HETA20 W/ (8) 1 0dx1 1/2" 2"x4" CROSS BRACE @ 48" I I NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF I BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)1 0dx3" @ EA. I I I END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-1)" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS@ 1 2"x BOT. PLATI (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 WEEPSCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. TRU DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-10" � �6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALL SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TY PICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 WIA x W1.4 WWF OR FIBERMESH 4,. co I I 11F . . . . . . . % 'A �FI I [—Ari —FIL4 --iAl Fhf 1=-�'(3) #5 CONT. ON 3" I 8 V-8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB 71— if— EXPOSURE1 SHEATHING &X x F I PROVIDE BLOCKING AS REQUIRED PER (D Lu 0 SECTION X-X IF k U' Lu NOT FULL HEIGHT SHEET I 'Al I M co 0 Z U) L __jl L FLOOR SYS (2)- 2x TOP PLATE BEYOND I -11 F T _T _11_�_—J�--EXPOSUREl 15/32'OSB SHEATHING Lu I SOLID 2x U) I I ji-il BLOCKING @ ALL ::i C @_ SHEATHING 0 U) EDGES (SEE OPENING -1 L__3 __j SECTION X-X) LU T U ill 111 0— t I Es �l F rFx IF r.� F F- 111 2xSTUDS uj Lu 111 Ffl IFT 11 11 11 j --BEYOND. = LO SEE PLAN ' JU_ LIE— _L —1 11 L WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE I ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y," SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8" < u) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.0 wt 8d COMMON NAIL LL M NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C, w/ 8d COMMON NAIL. I-_ 0 < Lu @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL, , STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C� � 0 wl 8d COMMON NAIL C) LU Lu :D I-- FO M _,,_ (Z) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER >- < �- 0 U) x 0 0 U) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ' 0 'n " ' ' U) i_- 2 LI- a: (D (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 9 U) C) LL �- � � uj 0 MEMBER IF GABLE END 1: IX L� U. NOTE. . 8d NAILS FOR WALL SHEATHING MUST BE MIN 131 X 2 112 2;4 P T BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE X'�_�HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8" 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETMEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM - 3/8" "S" = NAIL 3/8" SPACING 3/4" S 1/2" 1/2' S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING INSTALL. rc � �6 &NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER i� SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS 9 EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED-�' CONNECTIONS WALL HEADER DETAIL LOAD BEARING/EXTERIOR FRAME 2x BLOCKING HORIZONTAI:L-Y� @ INTERVALS NOT 4' (R302 EXCEEDING 10' 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 -7 '41 A A \A \ - 4 I (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V-4- (1) (2) (1) (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1)LSTA30 g'-16' (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS@ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 C:p O'�t 0 CP 0 C, L.;, - ir_ co %;� �,4 CN- c-, C-4 W C Ln C_ cc 0- vj, ......... J Ley 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 E 2 4 8 .0 5 IN C: 0 R �; 20 4., 0 Cn t4 V 0 a. ai 5 M u_ z Z 8, Cc' :2 WS FU C� (D M uj < =) 0 2 0) C1.1 z W z cc) �� z ix 0 W C, 00 U CD 2 C%4 a) 0) 04 .6- 0_4 LO 04 CL 04 Cr . . E 60 co 0 U) L) C"4 00 C114 C? co Lo 00 C'4 C) Cib < 04 CD CY) E CV) LO 0 z M z E T cc E 0 0 'a 16 0 _j < 0 4) JOB NO: 23-05747-05752 SCALE AS NOTED SHEET` NO. S6 (MONO) I 111 11 1 , 1 111-1,11 _L I -31; CID c14 C, C�4 CN C�4 CN C14 C14 C'4 L0 r__ L0 CD 04 C14 C'4 0 C14 C,4 C"4 C14 C-4 LO C> 1 r 4*- r- LD CD =3 Cr Cn 3_1 0 CD CN CL E F2 E cN c::) LO 4; 16 C14 C=) C'4 C:) Uj 5-: M U) SCALE: 41, V-0.1 NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS"- 61 17 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 wl (14) 10d x 1 1/2" NAILS) BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x DRrFT SIP 2x4 PT NOTCHED INTO 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW V-0.1 SCALE: MALL ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT ARS IN WALL —2x12 SYP BEARS IN WALL B Itr -2x6 SYP 1>< NG ING 2x4 SYP BLOCK FOR STRAP W/ 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" AT STRINGER CONTACT POINTS NAILS) (I EW "All SECTION VIEW 111311 SCALE: 11"= V-0" SCALE: 1 V-10"' iALIGN THIS STUD WITH FACE OF 2nd RISER X SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —3/4" RISER CUT TO FIT -STRINGER MAINTAIN BETWEEN AND J" GAP TOP AND BOTTOM, GLUED AND 2x4 BEHIND RISER NAILED TO STRINGER BLOCKING FOR -lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS �-2x4 BLOCKING FOR 2x12 r-2x4 PT UNDER 2x12 ROVIDE MOISTURE R JDESTURE OVI M01 PROTECTION TT PO TS ATT LACH ALL COMPONENTS I C W , X OF STAIR TO CONC. W/ X T PCO M� 0 C 2 J" TAPCONS @ MAX. 32" O.C. I " r 1 1 jr:� M , _ A 1x4 GLUED AND —ATTACH ALL COMPONENTS NAILED TO STRINGER OF STAIR TO CONC. W/ J" X 2 -1" TAPCONS @ MAX. 32" 0. C. 4 G-1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT ��STOP __�_2xEl SYP DRYWALL STOP MUSTNOTTOUCH STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 'EACH OR LSC A t2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 1 Od x 1 112" D NAILED TO FLOOR WITH GLU NAILS) STRINGER CONTACT POINTS SECTION VIEW "ID" SECTION VIEW "Ell FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-0" PLYWOOD —2x SYP CUT TO FIT BEARS IN WALL _--2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1"= 4. ER IED ,ILED SECTION D-D SCALE: 1 V-0'; -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS Al 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) 'f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lix4/GLUED AND NAILED TO STRINGER fIOR DRYWALL SPACING H E %SECTION VIEW SCALE: 1,-o', 2. SCALE: 1 V-0" -3/4 PLYWOOE ON DECK --2x8 SYP GL� AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW SCALE: 1 V-01. FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL PER CONT (2) LAYER EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVIL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll SCALE: 1" V-10" SE CTION VIEW SCALE: 1'-0" PROVIDE SOLID BLOCKING BELOWALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. NEWEL POST BLOCKING :L POST LET INTO ILOCK IDE KING STAIR CONSTRUCTION DETAILS (IF lIX17 REDUCE SCALE.5) SCALE: AS NOTED 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1 V-101" (WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO kRING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) H—N,, 2X STRING�R 2x BdOCKING F SIMPSON MTS12 / (114) 1 Od x 1 1/2" Al L S 2 DOR 3Z 2X BL05KING RISiT VARIES-,,,, cl!: SECTION VIEW "H11 SCALE: 1 V-10" 43- C--ce) C-1 cz co C- W 0 CC 7 W Z_ �c Jz n A ...... CQ ZZ L 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co 5 C, 6.. z 0 - �� , -,, § . 0) UO) a-- r W LL ILL 0 - z Z _j =- C:: ;7, .0 M 8 R � (-� G M ui W W 0,iB r- ;; - 1 8 r. a) 1 r- �; Z 6 co & z 0 u) 0 C 0 1 < z W 0 < C1 QXQ) u_ 4 U 0 V) V) x numb, = E 8 0 CID E 0 E Y C', z It z 9 F2 z __j W o< C, 4100 > T M 11 lqj- CN 0 F- C111i CNJ C-� M cN LL CN LO N CL 0*4 1 IT— E 50 Cn -2 C0 c) CN Ina 00 -r 40 C%4 0 (0 LO :t—__ C? co Lo —0 00 04 C:) C> =? -0 CN 04 M Lo to oc::� C� co CV) E 41 r--,.. C co �j 0 M z :3 E r- 2 E . . 0 16 'a 'a < C a) _j JOB NO: 23-05747-05752 SCALE AS NOTED SHEET NO. ST 1 U I => CN 0 t7i Q0 C14 C14 CN CN 1`1 C-4 C'4 15 i C-4 Ln r- LO C=:) r -1 C=> I 1`11) 04 (.0 - 0 _n C,4 C14 C�4 C14 - -3 C14 U-) r- L0 C) 1 1-0- C:) LO r1) I zt:� 0 iF 0 -3c: C14 ca_ E 1_2 E LZ C=1 C,4 LO 45 - 0 cz�) r1) LO Cn CD, < > 0 U) 1x4 1/2" DRYWALL 'x4 L DOOR JAMB (REFER DOOR JAMB (REFER r-lx4 DRYWALL DOOR JAMB (REFER TO PRODUCT 1 x4 1 X4 ".6 u 1/2" DRYWALL TO PRODUCT .T. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. - N. APPROVAL FOR CONN. 4 1x4 P.T. ttE E X 4 E 1, 1:1 E FURRING 3-1/4" LONG X 3/1 (3110 F1 E FURRING 3/16"0 X 3" LONG TAPCONS FxU4R R I N G X (2) ROWS 3/16" x 3-1/2" L TAPCON. INTO STAGGERED @ 16" TAPCON @ 1611 O.�. 8,4,, 2X8 2X8 BLOCK@ SPACING V DETAIL O.C. 2-ROWS INTO 14" FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 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. N 1X4 1x4 1/2" DRYWALL 1/2"DF DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN, 2x8 P.T. w/ (2) ROWS 3/16" 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2' x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1 x4 1:1 TAPCON @ 16" O.C. & IST END w/ MIN. 2" EDGE DIST. D FURRINI 4" FROM EACH END w/ 2x8 P.T. e W/ ATTACH SECOND PLY w/ L 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. Ss 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB BRACE(S) CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH .......... (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG \\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB KE1 ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 A —A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 12" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. � �S -A 2 x 78$ INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 74' WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTOI�.) 41-1 All MAX 24. 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 TV""\ VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 7SB LEAVE A CUT OUT IN O.S.B. ON T T 2 x 8 VERT. BRACE(S) UON )0 INSIDE TO ALLOW FOR INSULATION 1�� LAT*ION TO BE INSTALLED BUILT UP PLWD. BUCK F ��_ SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW---_�___ ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B—B ARCH DETAIL rK SCALE: N.T.S. � �S SECTION A -A 8" 1/4" x 3 1/4" 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) 1 Od NAILS AT EA. END _ PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 81, PROVIDE 2x PROVIDE (2) MIN. CONT. Wit (3) 12d NAILS TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB (TYP,) FILL SOLID 130TH CELLS STD. 90 HOOK (I L.. L JE] 1 NOTCH WEB AT A FIRST 2 COURS APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" 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 LL SIMPSON (5) 12d NAILS 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS 4 JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 1 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 "So' OR "No'. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 1 4' 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 THANONELENGTH. 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. 'K' 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. . IF TRUSSES USED) W/ (2) #6 X 4/," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" V-0" 1\ �S MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS #5 CONT. TOP & MID WITH MIN. 3" COVER 6'-0" [> go r k to A A GRADE to. 0-111- A co a t, (2) #5 REBAR. (1-STORY) NS (3) #5 REBAR. (2-STORY) 16" MIN. (1-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 kR YP.) THE S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 0 #5 REBAR (TYP,) '11III!§TD. 90' HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE I ALUM FASCIA PER PLAN I 1 1-3/4" TRIM PAINTED F CHANNEL, I SS NAIL W/ 5/16" HEAD DIA. @ 24" O.C. FASTENED PER I NOTE 2 BELOWL-Aj--� VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING Wit 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. 1 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU W/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS �/ITH 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.- CONT + 44(3), + + & + + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHEID. 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 + "L T Vv, N SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" qr-;= cZPPPT m Amn SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,, >_ IX z 0 U_ 0 LU < M 0 3: U) B @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" 0,C.. >< 3/4" PLYWOOD DECKING GLUED — ATTACHED WALL SHEATHING TO AND NAILED W1 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB M E: NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1 OKTA @ 12" O.C. w/ (4) 1/41 112" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COUR SES SOLID W/GROUT A FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG L RETROFIT WALL OVERHANG DETAIL (I'll FOR OVERHANGS BETWEEN 3/4" TO 1112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1 51 -011 -011 SH A #5 BAR V .0" *.FCENTERED W/ 99 R W FOP C? . to KNOCKOUT/ A CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS z CLEAN FILL 01� DIRT STANDARD C:) H K 11! qGr 00 #5 BAR IN FILLED CELL' '111 L V k. L, V 1, STEMWALL FOOTING SIZE AND MONO TO STEMWALL REINF. PERLAN AND FOOTING STEMWALL SECTION DETAILS SCALE: 3/4" V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ]INTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT Wit NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. I11% "r12" IKI f1t'%klI1 SAW CUT SECTION SCALE: N.T.S. T__ so k-4 C_ CO uh- 4: �El Z Z, C -o' CO C".) ....... S, 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained with, n 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 beanng Engineers signature and seal. W ,t E 8 8. C'4 6 CD C 0 — �-, N ft u:- U) 0 r_ u- uo 0 CN 0 o- - ��e 4 __1 u_ U_ �Q z 0 - 0 Z_ -,:: �; 0 ;C C� Lu Co W Y) < z 00 - 6 1 z u') �4 z 0. 0 LL a 04 on z - b r I W V) Cz Q) 0 Q) 0 V) (A E U C=> C�o U_ �g E < E 0 Y �1, ' ru :� r', �j 0. zE <0 C/:> co .2 C) E2 1100 > (D U (0 a) i- T_ I L_ 2 C14 CV) co cN LL c1q CN ca. E 00 co co C) 4_j 00 4- 0 (D LO co co U11 00 N 0 c:> Cn U.) CY) a) E Coll r 0 z on E T_ C2 C E _0 0 *6 -0 0 _j < 0 1 C 0 _j JOB NO 23-05747-05752 SCALE AS NOTED SHEET NO. SS Ll I I I, 1� I 1 11 DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP. SCALE: 1/2" V-0' --ROOF SEE SHEATHING PLAN BLOCKING �N �1 SHI 2X4 BLOCKING BETWEEN TRUSSES -A SECT. A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. "r— 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD SSES TYP. TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V4. TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-101" O.C. 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES A2O OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE W/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 'S REQUIRED W/ (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) 1 Od X 1 112' EACH 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. 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 B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. A A . CHORD AT ALL HAND FRAMED AREAS TYP. --------/-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES 24" O.C. lio DOUBLE KNOCK -OUT BLOCK W/ (1) #5 �_ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W1 G.T 7 (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50'� SCALE: 3/4" V-101" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS EVERY 3rd COLLAR TIE 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 8'-0" �'-WOOD MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ Z-O"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 BEARINGr 3 I SCALE: 1/2" V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ [—SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 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 --TOP-CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE FLOOR TRUSSES @ :5 1000 SQ. FT. OF 24" O.C. FLOOR AREA & SEALED PENETRATION AREA W/ 2x8 SYP #2 P.T. FOAM. DRAFTSTOPPING LEDGER ATTACHED TO SHALL DIVIDE THE MASONRY W/ (2) ROWS CONCEALED SPACE INTO 5/8" SIMPSON TITEN HID, APPROX. EQUAL AREAS. MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL SCALE: 3/4" V-101" Z-O" MIN. LAP SPLICE 6" 6" 6" 6" P. TYP. 0 0 0 0 0 0 SPLICE 0 \—SPLICE BEYOND Z-101" 2'-0" 0 PART. ELEV. VIEW 01 --- 1 rr n r 0 DBL. KO. BLOCK--\ MIN.1 L. ID MIN.. TYP. 24" MIN. (2) 2x8 P.T. L ATTACHED (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 TOGETHER W/ LAPSPI ICE (2) ROWS OF 1 Od @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DETAIL 5�4) SCALE: 3/4" = V-101" 6" WIDE 112" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD WOODTR MASI SEE DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO " I -)A -rf-% E: K I A ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS TRUSS TO LEDGER & (6).162" x 3 1/2" NAILS (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 ELIMINATE 3/4 AIR SPACE. 0 LB FELT (SHINGLES) 2x4 BLOCKING @ 48" O.C. MAX. W/ FOR INSTALLATION. SHEATHING 4'ON EA. SIDE SEE MANUFACT. SPECS. 2" CLG. RUNNER FIRE CAULK (2) 16d TOE NAILS @ EACH END- FIRE RESISTANT OSB 7/16" PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE-7 OVER PARTY WALL (2) LAYERS 1 "X24" PROPRIETARY TYPE "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. STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 114"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/ 5" EMBEDMENT & 6" F: 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/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOPCHOA�&G. FLOOR TRUSS FOR AN AREA < 1000 S.F. FLOORSY�TEM AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 13/8" 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" CONC. BLOCK (TYP.) PER UL905 1x P.T. BASE NAILER-------, 6x6 W1.4xW1.4 WWF. MASONRY WALL - 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 SHEARTRANSFER EXTERIOR. WALL r52 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 ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (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. X, (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/(6) 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 AFTER INSTALLING RBC'S 1/2" GYP. WEI OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"X4" INSPECTION PORT AT 0 BE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 0 1x P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN AREA 1 (SEE DETAIL) OF —NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC1 5600 SCREWS @ ITO CONCEALED SPACE INTO EACH TRUSS TO LEDGER TOPCHORD APPROX. EQUAL AREAS. BRG. FLOOR SYSTEM,, PRE-ENGINEERE FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG. -DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/Dl FOR LEDGER CONNECTIONS -1" P.T. NAILER -R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. -1/2" GYP. WB. (2)-1 X 4 P.T. BASE NAILER BASE BOARD -TYP. "S" MORTAR (TYP.) PER SPE CS. z -D �4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) C? F (4) #5 CO NT. —STD. 902 HOOK ON 3" CHAIR (SEE DETAIL) le 81, Z-O" 8" --- � 1, 2-STORY PARTY WALL SECTION �PWOI SCALE: 3/4"=1'-0" REV. 05.24.23 CONIC. SLAB SEE FOUND. 6 MIL VISQU� TREATED! SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN 0 SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 1 U-8 DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE I REINFORCING W/ MATCHING GROUTED CELL W/ MIN. 25" #5 DOWELS IN SOLID LAP SPLICE MIN. 8" C.M.U. WALL DP OF SLAB fl_", o,-o,, % T F. F. 50 VARIES WITH 0 SITE GRADES C\I SEE PLAN CN 3 #5 CONT. 20" L TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 v- C- t '1101 ;j�1C)'1VAt C:) C14 < J �J(6N I () , " 0� : F L C)q 0 F SSIO 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E S 4 -,0 10 3 CN cp z - 'a-, 0) 0 0 (N 40 (g -, LL z 0 '05 .0 13 z i .0� � C', C� q0 M LU W :3 1 - g 0 2 < z � 0 0 LU z z � 0 M 0 Co 0 . nnF] z W 0 Z7 11 U) Q) 4-1 M — M. 0 8 Ln - V) E cn 8 AL LL_ Cd E� a' -. cm_ 0 E 3 1 _j z 0 r� 8 Z ro zXv M 11�1 8 05 W 0 M mi 11.1 C) ID 00 > 7 CIO M CID E C114 CL E CN I Cr CIO 60 co 04 4-J 00 + j 0 �z L0 CV) CV) -0 1 L0 00 .0 to IN C:> M < N Z� CN U-) CY) CY) 0 : E CU E =1 r-- j6 LO z E Ir— E ca 0 0 0 _j < 0 _j JOB NO 23-05747-0'5752 SCALE AS NOTED - SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE BARRIER 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 EXTERIOR TAPE� WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4" - V BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3 SHEATHING BY LAPPING DOWN - L /_ ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP SELF -ADHERED FLASHING THRESHOLD OF DOOR AND (ASSEMBLED WNDOVV) /// WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of 2 NAIL BRAND OR EQUAL WEATHER PROOF CAULKING 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 WEATHER SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. RESISITIVE BARRIER SEAL TOPS OF JOISTS- vv,p 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- RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1 . Cut, fold up & temporarily secure weather resistive barrier above header to allow for 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 flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 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. SELF -ADHERED FLASHING ScalE FLANGED WINDOW 0 1 SELF -ADHERED FLASHING SELF -ADHERED FLASHING 0 1 EXTERIOR DOOR WITH DECK - SECTION A v1T. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDEf Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance 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. -3r EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT kSPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE 0 EXTERIOR SHEATHING 3/4"-V BFAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASH NG JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 0- 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASH= . SEE FLASHING SELF -ADHERED FLASHING-,. 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 VANDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WIP01) 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 LETTER 0 CHEMICAL SCORED -R prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW COMPATIBILITY 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 TOEXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1 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 Z 2) SEALANT JOINT FROM 5)SEALANT INSIDE EDGE OF 2 3 THRESHOLD shall be installed at the following locations: WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02)--,,, 14 AND EXTEND TO WINDOW FRAME 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING 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 door be installed in the 6) TOOLED SEALANT REQUIREMENTS 2 exterior window and openings shall accordance with one or more of -4 BEAD BRIDGING following: - 0 CLADDING AND VIANDOW� FRAME- 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration '4 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 0 AROUND, INCLUDING SILL. 2 DO NOT FLASH OVER SEAL TOPS OF JOISTS UNDER DECKING 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 BOTTOM NAILING 8 (SEE DETAIL WP07) 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 0 FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 14 1.3 1.3. In accordance with other approved methods. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 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. Ground 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4. Continuously above all projecting wood trim. E SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. CDP 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built -in gutters. 0 JAMB, SILL AND HEAD DETAIL --- Lath APPROVED SHEATHING -_ SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP - PATCH 14 STRUCTALATH IWIN TRACK 2.5 - ------ stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 1 3/4" CEMENT PLASTER -- ---------- - 14 12 MIL (min) DRYLOK EXTREME ------ - - -------- '4 - ------ APPROVED FLASHING TAPE -- --- ----- DOUBLE 7/8" Cement Plaster '4 'V'SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall in accordance with 7/8" Cement Plaster JOIST BELOW SELF -ADHERED FLASHING ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ASTMC926 2 Z Felt backed metal Z, z lathe in accordance Felt backed metal '4 SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC 1063 lathe in accordance FLASHING FLASHING 5 with ASTMC 1063 Building Paper Building Paper 7/16" 0. S. B. sheathing 7/16" O.S.B. sheathing Metal SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHINC SELF -ADHERED FLASHING FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed 0 11-- SELF -ADHERED FLASHING 2x FRAMEWALL 7- -11 ! ll'� STRIP OF SAF LEGEND Installed As Per Manufact. Specs. Maintain or similar PRODUCTSDETAILS TILE FINISH�______ _> SELF ADHERED FLASHING (SAF) I - DRAINAGE PLANE WRB DRAINAGE PLANE WEATHER RESISTANT -Stampede Bottom of cauk bottom 14 (DP) 'J Weep Screed joint only E WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" D U ROCK - > BARRIER (WRE) BOND BREAK WEATHER RESISTANT BARRIER BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed 2 PER THE FBC RESIDENTIAL 7TH EDITION (2020) Cal < PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGILASS Sheathing Installed As Per Cn 1,,,, SF LATH X\ Manufact. Specs. E 1'4" PER PLANA 1 Detail Instructions 11-01. PER PLAN = `Zr / A WRAP DIP WRB ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked ais # in each detail that corresponds to the n SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o instructions below: :q)i FLANGE AS AN AIR in accordE ince BARRIER with ASTMC926 All inside and 2 1 . Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU Li V < I I 1 3-1/2" INCH FLANGE over wood 2nd outside corner will floor to be 2. Install flashing and weather resistive barrier to form water shedding Z. need miter laps 4" OR 8" CMU F cut and caulked all 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, (PER SEAT DEPTH)-_-, P=� I-, ___ - Z Z STRUCTURAL FRAMING T butt joints need to vViiclulmed using '4 paper embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT I I Cr LU Lu --STRUCTURAL SHEATHING r THIS GAP IS A RESULT OF PLASTER STOP --- I I I I Stampede or sim. caulk for all '4 minimize scoring cuts NATURAL SHRINKAGE. STIR I P 0 F SAF 5. Remove all release paper per standard installation instructions and CO U) LU DO NOT SEAL. CONTINUOUS ------------- ---DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" C) U.J ROD & SEALANT DRIP SCREED PLASTIC BOND BREAK WIRE; Minimum) SLOPED MUD BED ILLI ACCESSORY 0 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to U.J SF LATH X fit tight PAN VINYL SHOWER " I 0 to corner I I -- I r Note: 1) '4 14 8. Mechanically fasten as necessary 1 1 SLOFE-- U) -------- The building paper and metal lath must be _1_ --------------- PLASTER STOP CONTINUOUS BACKER ROD Cement installed over the top of the weep screed. Plaster over block _J &SEALANT 1 st floor CEMENTITIOUS FINISH 0 5 SHOWER SEAT SOFFIT/CANTI LEVER WEEP SCREED DETAIL SCALE: NOT TO SCALE > CO imA C- Or- -00 C"> C'4 C=:1, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, OA W I E S 0 C) (N C-, :3 LO . - U, IN 18 �2 uJ Z C) 0. 0 00 c,� in U, W r_ C� < Z IL co 0 LO Z 0 1 (2 0 0 d El CI El Z W F) R3 U) X .0 Ali 0 V) E C9 01) 0 0 Cl" ts, _T .4 C.0 ILL- E 0 E a '2 CL E CO 0 ZC0 Q) _J r8 1W 2 o > '1)00 7 U co CD CN F-- CN 04 CVI) 04 u- LO CN 80 -St coo 00 :3 CN F- 0 (0 In ce) I M 04 00 (N CD C:) C6< LO CY) CV) 0 E M LO Z: Z E M C E 0 0 _J JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. W P I I L - - - as I I I I - I I 1 1 11 1 1 1 1 1 1 1 Mounting Brackets (10 Gauge, 4-112'x+1.'2* x 2-12" See Ancliel; St_�Ledule Bolts 1 �2" Dia. A32S Galv - `_ IV iTyp.) #14 Selli-Drilling S,crcv,..3 A AIC Unit Bottuin Edgv IC US rie Hurricarte mrap le (Typicatl: 3 in frint) 01 Front C:ross Suppoirt IIV (11vidly be cut to W) Left Bracket )6 Gauge) Ri 14 Self-Crilling Screw, Th,u BidiLlit!ts & RaLk Cross Support Into AIC Lim Bottoin Side (Typu:al: 3 cach nldc for hurricane Liso) WaldhPril / Self -Locking Nuts .... r, lr ...... ii, I'll" IL 11 1 "1' L � 1. 141111 AU lk, F.stilrememill P.6-i !�; Dtialairrit iAdlible, uirson milit-I usailidartion-1 fee, .4111 arsitillo Back Cross Support Way he Irtit to 'Ali Right Bracket (1,C) 6auqe) Florida Deportment of Business & Professional Regulaton Building Codes and Standtirds, Pooduct Approval Application Detail Pop I fl 12/1 WD21 Enalty or D" TYPO liftselle N�t�w Care- V-1110A tt(Dultd FBC Awroyal &MM slow Assimilation 2ON amid Vent Prild.i. in. MI,n- Gralut. Homal NmarOPE Laeke amidim P E 12/18,2020 17ilwo2o 12/2812020 d Cworg.ry Sunrei-I Components 441 a3" PE-73778 (33A30l 3=ogory: Products Introducedroes R,suft.r �677) hrocomert-tecon N.- Technology Milthond, E,aillbori Rlpo, 1, A Florida Registered AlCliftencl or� a Ll-.d Florida Prohlintonal Frigoet FLA61122-Millarlaiduch Quaint AsouranOt Anteroinindfla Use Airmailed for Use Impact Demallan =!,T�Omnasir I No- Pneiduct Diumalothun mi IIVHL Outside tivw fl,al.ttud P-rains 110 Dull Function Flood Ind Ventilation Vart 12131(2023 Yea Y� WA 4100PIO0 $40,511 N Ir ... it. flood and V-9.1lon Vint iZ110023 Y Y NIA -look 100 3 SmartY.: Mode! ollined Flood Vent �?n:(2023 Yes Y. NIA olo,� 1 4 :11540,520 Sninsilven Male 540,521 m,ul,ted Flood Virld Z13 12023 Y" I- NIA 5 Smart I Medial #1540�524 16&%,d; Geroge Door Rental Vern 1 2r3I f2 021 Yes rose NIA "A 6 Sman n M060!0154 Mod wit lZated Flood Vitro �nIQ023 yes 11 Y I NIA 104 100 I :770 Sm2rtVV*.n: Made #164('�' 4 14 5&qI 0 ro as Door Ficod Vent 2J3Ir 021 Y. Y. NIA IYA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail :a. 1 W I 11412D21 013111 9(0" R1112 Dall Do[# learrubliz gar Version M,-f,,t,- E IntoAlta, Validelsal ls� validated FEIC A,,r,,l A-inad status Hann,— 2020 D-ol Metals 1. Jal. Shumetc, Zichars , P .a .. , E can... 06AIS12070 owonozo 1011 WL020 A.P,-d categar, Roofing 1502) 30,� 1511 PE-74021 (n4i 3ODFlaOO $ud,Ca.g;Dry-. Metal Rooting hiru'le nartdrenimse com compliance Method: Ewhiatican R" firam a Flimonitirm; dAillrff.dUl.LIo..dFlond. Protaislonal Enginlrer, F L#1 7678-BB Products Queen, Assurance AMDYN for Use Atabroved fair Use Imout Design Seattle r Ram !1=00"lling Product Descriallol in Whit Ourvirlde HVHZ me" Pressu Systems UMG 10ONS. DW 15DSS OMC ITM, DW 200,5 12,31f2025 yer,, No NlA *01 lao Disc �v Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P., 2d, 3�. Z3 &M� 2M 211 DA, isaidna Dog vamnan vanilla Submitted A-.d EL" 20M Thisme-Tru Corporation Steve Jaawsorl Lyrdon F. Sohnildt P E. Ry, J Plng. P E &IM21 12ftli`2020 04QW021 OW80021 A,,-d caroui FW 01 0DO, 843-1628 PE-43409 SubComagonir. tam"pri Exciter Door Asserntlites illavilrodiathenlnon., complianceMerhod: Evaluation Report omr, a .1 Floods Real torend Archlbeet or a Lirmsed Flood, Profeasnamil Entin", F1.42111,111till Produlat, Oudt� A -le Avortmoild fou Us, Avo-odl far U, J111211d 2taillan AISLE Number a, hann, Isroduilt D .. rillflid, Im HVHU outside HVI2 Resident for .... or 1 and Smonim-sair Nomm3IO&#39(38quA.lmp8CI6quor Omique l2n"rZO26 No Y. Ym. WA Comp.seen Edge Filings... singue D_ rin-40answing X clar, ounitioni 2 b lhemne-Tri, F-1-GreSsit, and Smeleth So, OPIPUle Imli,20713 No Yea ye, NIA Composes Edge sbastrighiss Single Ow �dh $,,kill' -o"Ous"no XO "Y"'OX0 onnle.�:l"sl 3 c Theme-Trul'iber-Classic and Strodo-Stlir Nommall3s,01139(i6quolimpact9quat Opaque 12(W2626 NO Yn Yes N/A Composite Edge Fiberglass Double Do. arth P, ,thmt SWeltes it-InWOUsiolving, XX or OXXO _,oamam., 4 6. Thrlmn..7,n Puint-Cluail, and Smash. &or Nerninie amul) Squet Impedisauca, Orni 12131120201 NO Y. Yea NIA Composite Edge Fiberglass 019910 0 X "anigurabod, 5 1. hemi Fille,C.- and smooth Star Nominal A"39,0 orinicall, 12�1120M No Y. Y WA Compoall Edge FiberglassSliall Door wid, SId.4ths I, mrg10,AiN, XO OX a, OXO e-Ill I'll 6 f Therni FliestClarnsin, And qmoori-Star Nominal 8.19,0 &q..,Impt&qut Orre., 12/1112016 No Y., Yes NJA Comi edge Fillogle. D.IbIss D-Ith ii,lith out alldettel (IMgl�Mll, XX or OXX0 rl'wrat met I g. Thenne, rm Fitbae,-Clam, and Smodul-Ra, Nernamil 6"N 8 Lquel Oneatio 1 �Ial)26 No Y- 1. N/A comp.sit. Edge Filing- Rho. Door X �.loumflm) h Ih,-.T,,i Filb,l and Srnamull Nonni 6&*39a lquot "WiLqua, Glaral, l2dn/20201 No Y_ Yes NJA Cermiriline EdSp, Fibilroseial Slinse Doorwith 816.1hassli XO, OX or 0XO cem"Ju,"Ieral 9 TheIrna-Tru Fiber Classic: aid Skylooth-Star Norrine "'i Glazed 1Y,112026 NO Y., Y. We compenot a FA. Fiberglass Dolible Door earth or 'llul Sdiflible (Ins,lIng/01twila XX ca OXXD conflou'a Ions) 10 j rh.--Tr. Fiber-Cle,ald and Smorth-Se, N-111.1 B"WrIo &met irmaillanitd GIllined 12/311202a No Yea Y_ WA Corrp.,itl Edge Fibilr0l 81.91, Doc, (haraingloutsvi X,. higainallond it k Themne-TruRber-Classid and Smoolo-81w Glitared l2r.W2026 NO Y. yc� WA Composite Edge Fibeiggesellanor Door With adert- Ina"inori's5erw XO OX a 0X0 -figninad on, 12 1 Thema.-Tti, F,bid-Classre end smooth Sto Martinet 8841 4qw.lmpaonsquo� Glued 1wino2e NO Y., Y. WR, Composite Edge ftoglial, Dolitol. Door With Or �KI-181,101(lins(Iml-AngVOulamnig 1XcrOXX0 Ocur:Tallemin 13 in Thenria-lin, FlIbe, Oil- and 9madi Nominal 6&439 8 &wO.Impavisqual, G,ea. 12nlr2OM No Y., Yet WA Molded In Comopostic Edge Fiberglass 3inglat o"" to o"Out"'N X"rig" mum' 14 n. ThI-.Tu and Siriloodi .-mal 66#39,86WO,limsesellsques. Gilur,il 12131,70N "Ll Yea Yes WA Molded Open comp -lie Edge FibergWid, amok Door w th Elated M.Id.d Open Sidelitin) th GI �Inaellhg/outmnnq, XG, OX Or OXQ 111g.ritili-) 15 0. 7rarms Tin Plion-Clessic and Smooth Set Norninal Silarrig.8 &qud:Im"d&ql,.� Ell ... d in-10026 40 Yas NJA Molded Open C-".*. Edge hbogl D� -1, or rothout (Nano Maded Dipenn sidestes XX - 0)0(0 is p, Thr.Tru FIbCia and Smooth-SI., Norollat 690391.8 &clue"Jimphre'l%quot 004clue 12131,2026 No Y. Y., NIA Compoutle Edge Fibleroa1v Suall 0oorandth Molded Open Sdanals) IIn;POutm;dngY,0 OX or, OX0 Oodflounnlon,) 17 Q Theril Fbar-ONISIC and Smoodr-Slar Hadinal 6M39 a iLount.me"ads... 0... 12nl(2026 No Y. Yes NIA camplame L.dge Fiberglass Double DWW"h or without Glized Mod M Open Sidaltes C InsaringlOulsaing, YX or OXXO eannipurations) RDtida Department of Business & Professional Regulation pig, 1 1 Building Codes and Stardaids 1 &2021 Product Approval Appllcatlon Detail FLUM4tU 204 Anne yeall- 111-fiedulso Contact Ena- & L�� vedidaitted ill, vialdelair &.1111111113211 Fill Apipmi Asous, liad fill" R.A 2020 POT Industries J Roino�skl MarraFDache 8CCO CER Muoi Dade 13CCO VAL 111IW2020 I OnAl`2020 11124,2020 Appro,enJ caagi small r Dom 315-2500 Sule....g.,yt SlIding Ciderler Door Aielmm... Cemilli,oUlloMalk a Lai sm FLM14W let"Illi, A--, Agararrielf, the, A -mod far Use Innow kslim 5" 0 l_'SS w-hel Nusinbarselik"n s".dyet ate so H-VHZ outside HVIdZ c""7t47iVVl Itasialuilli E� �.o 9 1=1111.115m,.,gin sleselle lodpli Vhyt ailing Guill, Do. Yea Yee NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 98-72, 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 Expi. Date 1. EXTERIOR DOORS ITherm IFL20461.1 1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 The rm 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 - FL1 5332.5 +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 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 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 10/8/2023 PGT Series 5500 FL239.2 N/A 7130/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 IFL15353.2 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 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 HardiePlank Lap Siding FL13192.1 - FL1 3192.2 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 Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Uncledayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roo� POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VEN11LATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 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 11LES Boreal Tile Villa 900 FL7849.27 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849,16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Gahranized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B� TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Q) Q) r_ Florida Department of Business& Professional Regulation Page I of 3 U) 1 10 Z5 Building Codes and Standards -0 > Product Approval Application Detall < 0 we, &OHM CD 0- o 2 0 CL, 9M Entity CIO im Version Manufacture Gantact Enalneer U;enm validated vallualted sulmilhim IW Ronlroon 2020 Therma-Tru Corporation Stee Jasperabn Lyndl Schrrsdt,PE. Ry.nJ King, E. 07/231'-,020 07lH212020 10/1 3u2*Z ATSImed Catel Enter- Door (800) 843-7628 PE-43409 (813) 767 6556 c, Cn SultiCallegarf. Smingmt; j.sts-coatheninAnt, co CIO -cu Cn COMP110ft Mdft*d: E,nal-hon Report from a Or to Fl. 169 Rolgifitemed Ar&lacl Or a Licensed Florida Prorhassional Errginnehbn� 0 to 0 FIAM70-R3 Proft -0 % cc Mrs 0 -0 Quality Assurance Approved for Use seq X roduct Model. Number or Name Probluct Description ContractlExedrathorn LA -to in HVHZ told HV Z Re tarl (P 0 LL- P .1 tZ..Y tam see as ll� CU I Therims-Tnu Fibier-Glassic and 6mooth-Star N-moAls&039.8ftuoLJmRaot&quon Openque, 1213112022 ye. Yet, Yes Nf. ICU 0 Co C) > Composite Edge Fiburglis. Strone Do., (I Sz1Out%ng;.X configurohrin) cc Connip-la Edge Fbeuiglao. Single Door th -0 E L2) n 2 In Thermal Tru Fiber Classic and Somoth $tw Nominal (Slill 9quot Inniplach9quort Opq- 12J3112022 Y Y.. Y., il Sidelit'(s) (ImovenglOutionsing, XO. CX or OXO - (n a) L_ CP 0 Configurations) Yale Y its. 0 - 3 c Trea,nal Fiber Classic and Smobilli-Sus, Nominal 69#39,8 &q.oLIpct&q.W, Opaque QJ311202� Yes Yale Y cc %+- CD .::; Composle Edge Fiberglass Doi Door win or Without Satellites (Im,mI,mVOu1evmr%g; XX or OXXO configurations) C_ 4 d Themoda-Tru Fiber-Cialiv, and Shrooth-Sta, N-rai Mos"' &R-ItImpactillquol Opaquits 12/31 r2022 Y.. Y.. yea NLA Compostle Edge F berglasa So& Door X whfig-t-) 5 a Therime-Tru F,blar-Clo-c and Smooth-6her Normmil 89039,13 aquaLlmosicAquat Oplaqual 12,21Q022 Yee, Y.. yee. N/A Composite Edge Fiberglass Single Door4th Slad.fibi (l-,WOubang; XO, OX of OXO wrifigurations) 6 t Therma-Tri-i Filber-Cliew and Shrootti-Slar Nominal bli;i IlLcil-liatrimpactSquot Opaque 12,131f2022 Yea Yes Y- NIA Gomponele Edge Fiberglass Dollible Door Will or .th.ot �dlnlllssrs (Insialling/Outeldrig XX or 0)0(0 fgu fi.n.) 7 g Tharol FlIbe-Classic and Smooth Star Nomine I 6&#Sr9,8&quotJmpact&quoI Glazed 12131 M-22 Y Y.. Y- NIA Door -raposile Edge Fiberglass Single (I namanglOutswinill, X configuration) 01� h Tlh�T nu Filb-Claitsic and Smooth -Star Nomo.ld&#39SS&qaot,lniLPort&q,,ol Glued I Yll 12022 Y_ Y� yas NIA Compgana Edge Filboiguess, Single Door mith S.Mito(s) (InswnglOtal-rig, XO, OX or OXO config ii,abons) 9 1 Theirmal-Tru Fna.,Chasen-nd S-th-Sta, Nominal OU39 8 &quoLImp*l,!&quc1, Glued 1W112022 Yen, yol, Yes WA Composite ENO Fiberglass DWbI0 Door Win Of Without Slicholluers (InservIng/Outmong, AX or OXXO -of,, -tionts) 10 j 'therinne-Tfu Fiblar-Classic and smooth Star N.m .1 8&#13P,0 8.quot,trinipacAquol, Gla,ed I n 1 f2o2:1 Yes Y.s Yea NIA Com;�le Edge Fiberglass Single Door (I ng)Qut-N; X config.noh.r) 11 k Therma-Tru Fill-Clasilic and Stinnoolli NoommilJR&JI3908,Iwtjmpgailloquol Glueal 12J31r2022 Y.s. Y., Y" NfA Composite Edge Fiberglass Single Door Ath Sidelthil Ons-plOutonIng XO. OX or OXO config u national 12 1 Thernmi Fibed-Clar- ird Sinooth Star Nominal 13440300 Gleatiend 1 V31 =22 Yes Yes. Y06 NIA r ,omposla Edge F,Ibiriiglas. Double Door th or .thout SKIseliles (Insen,"ll/Out-9 xx Of 0)0(0 ,f,gdrAt,o,,&) t 3 m Ther-Tru Fbe, -Claeswc and Smooth -Star Nomina 69939 8 &Q-timpacul.quol Opaque 1 2J31 r2O22 Y.. V_ yo, NfA C,OmpoWe Edge Floarglass, Single Door oAth 8qual;Non Intripachliquot, Sidelite(s) (I nsillonglOutswrig; XO, OX or OXO -digtinatermi) 14 h Thermis-TriS and Smenoth-Stor Nomiml 6&039:L; ilquarlmide &" ("Pa" l2Y3lf2G,',2 yes. Y.. Yale NfA Comporile Edge FIberglialue, noublii=,neh &qued;Ni Irronsclitcuot. Sicelln- (I giout"ng. OXXO clorldgiinificn) 15 . Theirms Tru Fibler-Clouss. and 15-th-Stair Nominal 8&#3(?D&q..rImpct&qluot Oinargue 12131120222 Ye. Y_ Yens VA, Compaisle Edge Fiberglass Single Ocle, ft 8quad;N-Irinp-t9q.ot, Sideltui (1ns.rIQ1OuI5W'nQ; XO, OX or OXO conligunahors) 16 p Therma.TruRter-Classle and Semoodin.Suar Nominal 8&939.0 fIlquot'ImpactiLquot Opliquie 12J3112022 Yes Yes Yes NIA C�omp.serl. Edge Fib.gian Dou We Docc loth 8qu.d;N__ImP.c%&q..t, StolisidO.OnsAing/Out-Ang: Ov Ncm� configuration) 17 q Thardino-Tri, P,belr-Cliaes- and Sonocith.St2r Cord .1 ILIL018 i1quot%Non Imptact9quot Opovil,le 12J31/2922 Yea. Yale No NLA W posallsEcig F thirgla" Single Door (I nswilglOuts"ng; X confingur.b.ol 18 Thannio-Tru Fiber-Classaric and Silnooth Star Nominal W39 , 8 8qu(X.Non ImplectSiquot. Opaque 1 W3112022 Yet. Ye5 No NIA comms,tc Edge Foltr9litin Single- Door th SIdI (Imli WOut-Ang, XO, OX . OXO -nf,gu,.I,o " I 19 a Therma-Tru Fiber-Clarasto and Snnocith-Star Nominal 6=,6 &quot,Non Impaco3quot Opaque I ni 12022 Y.. Yes No NIA Composite Edge Fiberglass, Double Door Win or Mhout Sidallas (Wsllng(Ouo&Wn9 XX or OXXO cohngilart, ... I 20 Thesma Tna F,lb-Cliesdoe, and Smceld-Sta, Nominal 8410139,0 Siquot,Non-Immial5liquot, Opaque 1 V3112022 Y Yes, No WA Composite Edge Fiberglass Sogal Door it nS;lQ,1n9; X mr,figurertion) 21 u Thenni Filb-Cfessr, and Smooth Star Nominal 8&#39,D aquot Non. I mpact&quot. Opaque IM112022 Yes Ye, No NtA Compostala Edge Fibefglasl, Single Door lsitin Stalk &) �Jnsmrng/Outswng XO, OX ow OXO 22 v. Therma Tri, P,br-Clam,,. lid Shdoollln�Star Nominal 880 . 0 &",oLN Irnpact" Opilq,le, I=V20-2 Y- Y.. No N;A Corn poathe Ecig Fiberglass Double Owt Will or .th.un S'doRn (Inual,dVOlubsno )01, on OXXO _fIg.raft,$) 23 w Tinernmit-Trij Filbar-Clossic and Smucith-Stai Nominal 641,039:8 &qt.Norr-1nnpoct&quon; Glazed 121�;112022 Yen& Yes No NJA Composite Edge Fiberglass Stinglia Door (Tr%a,lnglOut"ng X configi.intri 24 x. Thernia Tru Fiber -Classic and Stintactri-Slair Nomord ft"39 8 SlquotKmm- Implancitiquot; Glazed 12/31t'2022 Y" Y.. N. NIA Composite Edge Fiborglarsis Seigle Door *in Sidellier(s) (In-o9youlai XO OX or OXO �,fig.nabcma) �16 y. Therrilo-Tru Flaer-Cla"c aid Smooth-Statr Nominal 6`u`3948&quo(Non-Imp.ct&quat; Glazed 1213it2on Yell, ye. No N/A Composite Edge Fiberglass Double Door Wt of .trout Sidelft.s. in-Ing/Outhaviling, KX ol� OXXO wrifig-ton.) 26 l, Thermo Tod I'llatr Classic and Smooth-Slor Nominal 9&039:0 Sloquelt;Non, ImpalIltel Glazed l2t3lt2022 Yet ye, NO NIA Composite Edge Fibearglasla Single Door insliningfOutswing Xconifigunishorr) 27 za Thelma Tru Film Classic and Sr-loorth-Star Nominal 88#39.0 Aqu.tNom- IrripacilSulum: Glazed 112t3112022 Yes Y No NIA Composite Edge RIL"Irms. S"I. Do , -th Sidaimah(s) (Inal,arigirOutuai XQ, OX Or OXO conflitt.irabons) 26 A TI,-,r..T,u Filuer-Cliassic and Smooth-tinr Nominal 13039 0 SquotNInVad8qucA; Gloved 1213112G22 Yes Y_ No NfA C-porsts, Edge Fibengloss Double Ocor will or Ylithout Sidelines (InsenInglOiatiminno )0(or OXX0 -figi.troi C09 V,W- maransfasa.- R.,lf.lcm 2020 Ml Wind- and Door, Category: Exterior Door, SubCal".1y'. Slesm; Ellmoor Do. Anistrobilas C.Onello &Wt,.& E.lulstom R.Part torh a Fl.dftRW Prossidumal Engineer 11111 PjrodVA Moshol, HMO, 2rftria I SERIES 420 ALUMINUM SGO 2 SERIES 420AUUMINUM SGO 3 SERIES 420ALUMNUM SGO REINFORCED 4 SERIES 420ALUMNUM �*D REINFORCED 5 !lERIES 420^LUMINUM SOD REINFORCED TM volition Manuffacturtir R.,-n 2D20 wwrie.Lafton, a consom of 0-mesid DMI Corporation Cahigory: Ellenlia, Door, li,fteCalogiory! Sectlemal Eallenor DAnbI1n, aimed: F�W.arrai R.pord it- . Florida Registered Architect ca a L,-.d Ford. Professional Entineer 911LIR P MQIK T�T or Nam, 3 S0001,61 V8200 19 woo"8100,5200 #1123 11 4000*1001is200#1 124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Eneft, or C.111aset Emilroust & License Validaund Mar Eirem r3arnocr Luis Robe no Lomas Stevr M Urich PE (11 h 363 33M PE-8251I 71 T) 317,8454 Page 1 &7 1&.021 IS111" 2we pmltp"ham 2111 VAOa,d Sidernithod FSQ Approval Alionallned ALAU 7010612020 10joadton loilW2020 17A"070 Ariprol,ad Quality A ... rarl APprQW All AJOL I Acorlivoll for Us -IMMI Deralion 'ONF901 E.Dirdimi paill, hmlln outside HvH Iterilishatill SERIES 420 ALU MIND M SGD QXO 12J31(2014 ell, Ye, No NIA 145. 3"cirol I806qual. NON-RENFORCED SERIES 420 ALUMINUM SGD OX XO. >Q( i2n,112024 14. Ishi No NIA NO -REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXID 12131=24 Me Yet No NIA 145, '146odul I%Siquot SERIES 420 ALUMINUMOOD REINFORCED OX 1MIJ`2024 No Yea No IVA X01 XX SEREIS 4 20 ALUMINUM SOD REINFORCED XXX IMIQU24 No Yes No NIA 143SQuot ,953calat Florida Doportmord of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail XOULZ 2" 212 Dole Paraffirso Mill CM&d Validated 8111:1111111re'd i Auseraing Aplarovind ao_- 13"mr,is Join E scales J,ff,., P Arreson, P E 10112M20 0912WM20 lQry)n2o 12116120220 AM10,04 (330763-8021 PE-51737 (904) 821-52M diumnishit,dilmis call. c.allirri Assurance A-,,n,d c coulact 9"nadlyllpAt fiar Us, h.m.mid for Use In HVHZ Nt"IB&Z Inni.s., Densiom Itershilient Pressure MISS, Man kith 14&*3r, Me. hisigh, Glazing 12131/2023 No Yes Y" �al 0of-35 Do o'dillable, in top 0, section 1 04,139. Mwai 14MS. Matz height, Olzlng 12/31,2023 No Yet Y. -30 001-33 50 In top o; intermediate sedition 16,039 Maxeidth 14811219 Maxhcvd Olazing 12/31.12023 No yo, Y. -3440136 30 a,a Florida Department of Business & Professional Regulation Page I Vf 1 Building Codes and Standards M/702 I Product Approval Application Detail Code Date campondin. 292 Vernon N-utW- .-Ans Wfichrigid 01 validated Submitted Fail Anionalinal A,,,,,d me= R--n 2070 CWOODYlacri nl, Tom Rattly UL LL(; Tray Bairi I P E 12110OOn ImIro2o l?J2lr2C20 Aw-d Caleteary: Exlend. Door, 1150 1 IN 2111 S5,sl 947-ONO SLoC.Nigory: Even" Door Comp -lit niaryptioleartilw e. Corrollance OWIlod: Clottkation Mark Or I-Ving F1.0111537-fill Prosil,all, gLwb-A$swAaa Aporitined far Ls 8QMQV&d 1% Use Ini Rt" INA 1-r -b. "' No- ?,-t Diescakifies. awiLiaxARtAhcj;bu In HVKZ pubod. HVHZ 6.0 OT T21 T . 1�t. "I o,d 811 1,ngle,ahel P.1n, 0 I'llish Gilead - L..-.d .g..nd pairs .1 l2rilr2025 ye, as ir., NIA Door, hollons, metal d- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail li I V2 I 5ro2l P!!-- Data net. Planes =a version 1114111IJ1111A Fl3c Acoinanal Ashortmaill R.,Aa,.n 2020 MI Wool- and Do., luen't Sillinear Amenum Architectural Eunkon M Unch FIE 11117r2020 I I /I "M20 1 11V/2,371) Apo od Category: VIlIndirell C17) 381-3300 .1riliftectme,, A,,eclottorn (711) 317 8451 SubCougory: Single Hung b0opersighil.6 C orintellsonre Method: Cortildatim Mark or Using Qualhe A,-- AaWLIXIaLftiLitiat A-r-,d for U, ahead 2niM Motor In HYHZ Oululd, tlVHZ Ittralstiall 2 185 SH 52Y72 Fitili'lainge Frame IGISG Shpli, Hung 1 DIN12023 No Y" 14. rul 50 L'o,lolltind Gll C_ > 0 CL CL lialeasell 0 Cl) L) M -0 Dole. 0 LM LU < Z SHEET NO. PA 1.0. I I , , I 1, I - to , , , , - , , I I I I I I I i 11 1 1 11 I I I I I I I — — ___ I I 11 I T-111 1,11111 III 111 I I �l I ff-11 11 I III I 11 I — Il (D (D Florida Department of Business & Profes&onal Regulation P.O. 6 at 9 Florida Department of Business 8 Proficamnal Regulation page I r I Florida Department of Business & Professional Regulation Rag. I I I Florida Department of Business & Professional Regulation page I of 2 Building Codes and Standards 1125Jn22 Building Codes and Standards 1&2021 Building Codes and Standards RI Building Codes and Standards 1 > -1:21 16.4.3 0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail , C:2 M03t4M U7— EntIty or 20 211 Date Pendlinea 2& CU 11M Verstan Manufacturer contact Frialreffer & License Validated By Validated submitted IFEIC Approval ArictlichlBit! Slat, version Enlity or flnuidneor 4 11.1cons. Valldidled By 29& Dbt Rdk Validated Submitted MA099-lital AngLaM status mm varrabis ooEnNO,,& License Validated all 20 291 VamdLW Sa Date Paidnall FaC Acconevs, R" Actortived varson Subtractd slot, a11.121 A Revision 20`20 The-ce-T. Corporation St- Lydo,F Schmidi RE Ry- J K 9 PE 10107=1 MIBM21 10/13/2021 ID1612021 Appr-Ld PGT li,cl-nes Jan. Fro-sid "whri-Nd. acco CER 11,11almo code Revision 2020 MI Wind- arid O wont sagar Amer- Arohlecanal Steven M Urich, Plf Id(8100) 11,72,2020 111,22120 Apor-d U) Categorf. Ete,Qi Colors 943-7e28 PF-43400 (813) T67-6555 Aftern.fixin 2020 catergerry - BOOD VAI (941) 486-0100 (766) 315 2590 11105f2l)20 I 105/2020 ii/i V2020 Approved Revision 2070 MI Knilows .ad Docars takeengday: Windiews, Brent Slinger American Arch irectural 61-a M Jlindl, PE 7) lin-flot1fal IWW2020 101080020 10119M20 Applavand Cark": Windows jT1 7) 3r, Manurlarturers A-Istion 111)317 8454 .0 ;II CIO SU Catergary: Svilrg,rg Ektioncir Door Assemblies iffursperacill6thernalru co (71 365-33DO Asdiat 11 I 1) 31 r-SA54 SubCallogiory: Farni 6) bl,OI,gerQmlwd.corr On ;,. Colopliance Method: Evaluation Repottroma 5laCawtioly. ingle Hung om "Category-. Hodizonall Slider Comicli Mth.&. C-411-t- V.lk Listing at 0) 0) C_ Fknda Ragattirrod Amhiltsot or a Lioemsed F brid. Engineer Campherece likethad: Clell ... Lon W. using Compliance tWhod CarfiRstion Wrk a I -Inning -* CA- 0 0 PL02M-R2$PfOdLrA FLO15351-Ml Product, FL#15UI-RI4 Pruct, L_ FLIM61.R? Products Attracted I, Us, far Use Im ... I Dow- Quallity Assurance AjalitgaliguJiEN" Aggrieved lot Use Intria Cooka, Ascounew, Approved for USA 21 Qui Assurance Asurcivadliculthim ApprovedforUse Impact 111i'll" III HVHZ Wage H ta fillifflilaut Prostural M" mim L2" In HVHZ outside HVHZ Provou. ill"I'll I Oste III 11YI1Z sall 2 Product Model, Number or Name Product Descriptlena Gointalict Expiration Dal. in HVHZ outside HVHIZ Resistant Pressure VOl.a a7ndQO25 Yet Yet ILIA IS$ PW 0.isaw 0 P.M) Hs 10 I andi'llagai F 7342 I nauleed Gas. 021160024 Me Yea No .55f.55 73. 72 hliva,ted NA... 04103002.3 No Yea cu 1 a Therme-Tau Fible,r-Classic and Sti-th-Star Nominal O&M.8 liquist,flion-1rpaCISQuot Opaque 12111/2M No yos No N/A 0 -6-0 (�.napuste Edge Filba,g4r. Single Door C113 2 b Therrina Tru Fliter-Cliksato Smocith-Sla, Nominal 6&039,8 &qwA,Non-InnpaotSxuOt, Opaque l2f311202.2 No Y- No NJA Ln E and Composite Edge Fberglance, Single Door with Sicrose(s) (I milwaylOusawng XO, OX or OXO Cn (D I_ C:) CZ 3 The,ms.T,u Fiber-Cesso and Smooth -St., Nominal 6&SL:8 Sulucti InVaidliquot, Opaque 12f3112022 No You. No NJA C-- CU 40-2 IFlIbergi.. CL Cornpositior Edge Cousin Door with a, __ C U) wthoutSidelities(Inswurgi/Outelornif XXcxO)O(0 4 d Thermil-Trul'iber-Cre- and Smaloth-Star Nommusl 7860g, 0 &Quo(, Non impactequot. Opaque 12t9i/2022 No Y- No N,A Composda, Edge Fiberglass Single Door (I nswing/Outswing, Xecinfiguration) 5 e I herme-Tru Fibear-Clairsk, and Smooth Star Nominal 73#39.0 Silquot.Non-lanistolSquat, Opaque 1213112022 No Y_ No N/A C,omp-date Edge Fiberlikam Single. Door with Sidelitel (InownigiOutswrig. XO OX or OXC, 0 1 Ths,ma-T,u Fibler Gicasic and Srr*Uh Star Ktornarralu 38.03ituot'llo"Ampactsquot Opaque 12/3112022 N Yes No NIA Florlds Department of Business Professional Regulation Par I ll Florklat Department of Business & Professional Regulation par 1 ll Florida Department of Business & Professional Regulation Composite Edge I'lliblegass Single Door Building Codes and Standairds InV2021 Building Codes and Standards I ftnv Building Codes and Standards 102021 flneweng/0.1siarrag Xcralfigurat,on) 7 Thearat-Tru and Snanoth-Str Nominal W30:0 9quothlon-Impre,%cl-It, Opaque 12131/2022 No Yes No NIA Composite Edge Fibringloso Single Door with Product Approval Appillitation Detail Product Approval Application Detail Product Approval Application Detail Sdelw(s) finawnglOus-9, X0 OX or OXO oonligurations) a h TheraliaTtu Pilb-Classic and Smooth Star Nisminal Opaque 121s1=2 N. Y" No N/A UNA;,= ago C-& B parkellact 219 gm ICculipelareEdgeRterglassDoubloO�w1h.r Easily 2" &dL2&oikm 20 Without Stool configuraittorift)" v"m ra""Urutut'"' ctd Ealrenu 9 Wcons, Validated 6, Validatd Submitted F13C Abarennall Appalled situ, -TIM V"- Valliblaind sullittled FSC Ackare" Accanoild TV- Version a 11.1intrat Validated By Validated Submitted FGC Aborraval Aperrowd t9 Thermo- I I. Rloter-Casiluo and Shrooth-Sw Normnal 8MI &quot Non-Impact8liquat, Glued 12i'all'2022 NO Yes No NIA Aflahlelch 2020 RGT Industries J... R-Ill Vitiml-Dad. all - C,�R aCCO - VAL 1 IMM2Q 1 1 K6121020 1 im 1 Q020 Appr-.d Revision 2020 PAI Wind-, and Onort Brent SII Lute R Lorenks, PE eleven U Unch� P9 1 000SM20 10M(Y2020 16A912020 12/15/2020 Approved Affirmation 2020 PGT jank Roso-lu acco - CER WCO - VAL 11MM20 1 1 AY112020 1 Ill 112020 Approved Cornpositer Edge Fiberglass Single, Doo, categy! Wl (0411446-010D (MIS) 315-?,99a cgy! Wind- U1 7) 355 3300 PE-625i 4 (717)317-8454 Caltrigarl kri,d-I, (941) 406-01 Of' (786).315-25N (InFilvingfOutswing. X oomingunati SulaCclagory! Fixed jr-skiQrsornausaffs a Subcatragary! Muffions bsiangertintidcom 11.1acalwoorr: hikelliona ji-milaskiftraginclusures c 10 J. The,�-Try Fiber CII rd Sarooth-Sta, Noriminal 8&939,8 &quot,flon-ImpactItcluct, GWed 11(3112022 No Yes No flip om complion" Method: liventirica Report from CaMll-.NthM! C.Itrecwhoa heart Liefing Cornporalto Edge Fiberglass Single Door With Florldis RgliatervalrhAvel Sld.1,1.(.) (I XO OX or OXO config-tors) F 1.0243,11124 Prodger Enineer 1 1 k Thearna Tru Paper Classic and Smolln-litar Normakal 68039,88clucit.111-Imparci&Quot. Gi-ed 121`5112022 No Yes No NA Cacti A,,-,,, Actor,voll for Us& A_Rwad far Use Initial owillon PLOISU.1-45 Preounts A,,- A -,Id r, Unit far Us, haraien 2wdm Z Composite, Edge Fiberglass Doubt. Coo, .all or imi laudI Mel. N,,*,, Ithurner Prduct Ciatrieft calt, In HVHZ Quld, HVHZ Resitant Pianuounk SMA Produirt Model Number or liklarrist Product Deserloclon CoMaO Exiblallovi Dal, Itill Outside H ittlitakart Puncture Wtholut Sidialloark AX or OXXO 5 PW _5520,1-arg, Mi"k- I.p.,1, Vim! Flitind Wind- 0413012021 Y_ yet Yet NIA outit�A.Ul�4 Acidulated tor Us, Anacreontic! far Usk Ossical I Mull fix All Doors an d Wind- Aluminum alluillorris 05126r2021i Yes Yea Yes N/A configuratIoni) 11111A ELQd,,tMdd to- product Owlexhalkn carkirw exlttion Date Ill HVHZ outside KVQ pressural 12 1 Therma-rruRbar-Classic and Smi:,oth-Sulr Norminall Glued 12131f2022 N. Yes N. NIA 2 Vtd,i,al 14.1ton IM112024 No Y.. Y_ NIA Composible Edge Fberglose Sing I. Door (Inswing/Outswng, X NI Glazed 12131 I2022 NJ. Y No NIA Composite E it go Fargence, Sing lk� roci I with (ImlglOutswag. XO, OXor CXO configuratiorm) 14 m I lipmria-Tru Fibsor-Cassic and Smooth Star Nolminat Glazed 12;3112022 No Yes NO WA Z Composure Edge Filicarglake, Single Door (Inan,inglouts" X clar,bg-bohl 15 o Th.,,..Ttu Fiber Cann; and Smicolth-Sta, f4c,ninal 89039.04lquot.hon-Impoeltillquat GWed 12131t2022 NO Yes No NA Cclmponutis Edge Fiberglass Single Door wth (I XO. OX or OXO configurations) Florida Department at Business Professional Regulation Page I I Florida Department of Business Professional Regulation Pool 2.12 Florida Department of Business Professional Regulation 16 p I h.-Tru Fol-Clannuo .ad Snizooth-Slar Nominal BS#3S,0&qUot�NonImpa&SI Glazed 1213112022 No Yes No NVA Building Codes and Standards 102021 Building Codes and Standards 1019,2021 Building Codes and Standards Composite Edge Fiberglass Double Door with or Yethout Sidellocs, (Inswing/Outsvinng XX or QXXO Product Application Detail Product Approval Application Detail Product Approval Application Detail configurations) Approval 17 at Therano-7. and Smouth-Star Norninal 68#39,8 Siquothlon-Impact,9I Opaque 12131r2Q22 No Yes No NIA Composite Edge Fiberglass Single Door with Transom (Inswing/Oullawng. QfX calithiguratkon) FUMUM 18 Themna Tru and Smooth -St., N--1 e4.*39,8&quot,t4o�-Impact.&q�ot, Opaque 1213112022 oYes No WA Cod. Ilardly Deup P911d RM COO EA* or 2m 2" oat Pmdlw 21112. latute 2" 29, cla, Hand- 291, Cc poisible Edge Fiberglana, S,ngks Door-th vintacei fiffirmahch'alt .-am "Ulmer A Leasure Valiclatd Be Vitations Submitted F Sic itioulatraff Acaara-d Beat,, MEM Varrai- Manfacture Conrad L,-, VWIM" Validted BLOMet44 F&C Acan-all A,-u,d slim Ilat Versocan saturated- Carroll L Vlidtd Q, Valdtd Sbmmtd fW.AggEgXX A,,,-d slat.. Sid7hre(s) and Transom (IninivingiOuawng CrXO C)IOX Or OPDX0 cenfigurstiong) 2020 JIM09 Hards Building Products Inc, Chad Diacts V Ton John Southold, P. E. 0101192021 12/14/2020 OIM/2021 ding FSC Alcor, R-.- 2020 AII Nick rhompgo, Lyhd-F Schirl P.r RyanJ KlrdPF 02MM21 02flW2021 (12122,72021 04113`2021 Approved R.,fixen 2020 OAF Mich..) 311.11 Robert rhemiren John W. Knorovich, PL I ?JI 9?2022 1211 70072 12QO/2022 02A)71292.1 Approved 19 Nominal 69#39, 8 8quisi moulcit8quot, Opaque 12131120:12 No Y_ NO NIA Category: Paral Wall, (909) 543-8159 PE-61062 �3sl) 367-2520 calsow, Perot Wall, (330)922-2389 PE-4309 J613) 797-6555 Centel Rosario (8DO) 765-Mll PE-"168 (1,31) 7?2 6724 Composite Edge Fiberglass Single Door with 3lacalsigoW. ill child subcategory; Sells, SubCalraraw: Awhat Shenora, Slditia(ii) (.-StOutwireng X0, OX or OXO Cornplancil Karroo: Evalualliall Report Vorm a Lvaulolcin Papa h- . Cornpilancelertal Evolustol Repott fircan a Continuous Hersal ar4 Sill configunikockne) Florid, Reeium(odermilect Plat Lion,ted! Foride F1.6d. Ichrilix-dAuchlbactc, . Licensed Fl.ddik PIM40 Registered Architect rx a Fondle 20 t Th- Tru F,b-Cloolud old Smooth-Stal Nominal 89#39,,O &qt4tN.O Opaque 1213112021� No Yes No N/A Engine. PRif-lamil Eranere, Composite Edge F,be,glaw Single Door with Sderal �nswnlglOuuharngl. X0. OX or OXCI FLA1192,9111 P,,d,d, FL�"UM.R3 Products F UH Off Z4413,31 Products 21 j T herma-Tru Fitter Cl-le and Smooth Star Continuous Head and Sill configurations) Nominal 68939,11 &qmt Non-rnPac1&quo( Glazed 1213112022 NO yalk. No NIA Qality A�ftrakri Alstroviecifor Use AM.Youll fQr_Yft IMDKT Dollar, A-surrikka, A,,,,Pd far U" A-Inell far that laUsta D,d- QWAMAMAM AMroYsd for Use &?PJAYPA tor Us, areas! Dsign Composite Edge Fiberglass; Single Door with itto luoduct Model, Number V iffeare Ill HVKZ 299"Mu Resistant Pressure SKO P, oduct single. Hurabier or Me- Poduct esnyact rebratichr cars In MWE OM.Ilk HVHZ little.m. Pressure Product Modol. Numbor or Product Disinflation Contract ittioluallontRal In 14VHZ OLKilde KVHZ gsivalt Pressurar Sicarlite(t) (I hen,vinglO.Ouling XO, OX Or OXO 1 Coarpleink Lt, Sfing lible-cemil I.p.,Mg IM"023 Y. Yet WA N/A I a ilnua.21"&quot Botk Vent or Scald Vir�l Bank 12,`1112023 No Yes No NIA GAF Atonal Roof Sh angles lor use In F SC nour-HVII-12 Fbaigl 3-Lab, animated. 5.1.1b and 12.116M25 No Yes N(A NiA Continuous Horked and S411 configuratack,$) 2 Hard.Plerllk I Sidirs; 1WI/1023 Yes Yet WA N/A 2 t) r.&q,d. s..l Vall � E;d,d V.yl Sam 1 V31 `2073 NO Yet No NIA ellphiflIft ..a- 22 The,- Taj Ficeir lassicand Shickoth-St., 8&039.0 &QtKx Non larkbouttliquot. Glued 12/3112022 No Y- No NIA 3 i 11quot,Grepribrar Vintage Sesdodl,839 SOON Van. . Sold Vinyl Soft 1 ?J31 Q023 No Yes Nal NIA Clompostle Edge Fiberglass Single Door with 4 Of seat Vent ar sold V" Soalt 1 M 1 /2023 NoYet No NIA S1061e(s) (Insviing/Oulawing. XO. OX or OXO 5 ,q. .Chint., D.k&qot; scent Vente, Sold WV Sol 12/31/2023 No Y., MIA 23 w Therma-7ru Filber-Classo jund Smooth-Ster Continuous Head and Sit configurational Nominal UN30,l) 8quot.Non Inipsolitcludit, Opaque 1213112022 No Yale No NJA $ I& Sparilt,luot: Soffit Vent o,Sdid Vkryl f3dilit 1213112023 No Y., No N/A Composite, Edge Fiberglass Door Pawls with Yarded XX XXX cir XXKX 24 Th ... )a T,u arid Sm-Ah-Sta, Nominal 8U39,0 &qv Non misuct8cf.tot, Opaque 12MI2022 No Yes No NjA Composite Edge Fiberglass DoiIr Parrook with Ventred (I mwingl0inswing, XX XXX or X)O(X 25 y Thermai-Tru Fitier-Costio and! Smooth-Slair Nominal 6SX39;8 Squest Non.1mictioll8quot: Glazed 1201/2022 No Yes N. N/A Complost. Edge Fiberglass 0-1 Panels with Velhtd Sideffel )CK, W ., X)O(X Florida Department of Business Prolliessonot) Regulation I Florida Department of Business & Professional Regulation Per I 9 I Florida Department of Business & Professional Regulation Rag. I at I 26 z Thinn. T,u Four Class,. and Smooth -St., Nominal 8&030.0 Utior Non limicaLlgavot, Glued 12t3l/202.2 No Y as No NIA Building Codes and Standards 1011I Building Codes and Standards Building Codes and Standards Composttle Edge Froargl.. DWI Pawls with Vented Sclialka(s) (InsoAng/Outswal XX XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 27 Fiber and Sax-th-Sa, Nominal fl&439.8 Uuot Non Implucti Glazed 12/3112.022 No Y - No NIA posite Edge Fiberglass Single Door with WV 0 Sockeleno(s) (InseinglOulawar; XO OX a OXO "figurabons) Code Entift, kill. Doti, plandina kft Entity a took Prind. DU Sam or Dal, Pikinclin, 26 zb rherms Tru Fliber-Claftlic and Smooth -Star Nominal 68039,88quot Nor-lassiatIS,cricit, Guac! 1213V2022 No yes NO NIA V,,,,I- Illanufaccuror Contrast grildrator A Licalkne, Vlidatd sbmitted FEIC A-,,W A a.. DLU voralce, contact & Lklieur kilagadift Yoko&" samm2d FSC AcciroVal aftamma ada IV" vortoril M,,qf�tu, A Loo- Validated By Validated sullealthad PSC Apipman, APR- S..I� Composite Edge Plicergl Double Coo, with 2(120 rAMK0 Building Products ILLC Kind I Rotion Neernmen John W.1iriczavich RE IOM40020 OW29,7020 10112120M 1711�020 Approved Rav_ 2020 L V Tuorassuri. Inc d)a Thompson AlchillictuRil Tony Zu" R pnosl �Aevan M Lewin, RE 09il V20213 09,16,2020 cs/22/2070 12P 512020 Approved He..- M20 Fiords motal Produces Inc Clark amesL Backar, P E-0 Squirm M V" RE Oarz7�20 0,25i2020 10ADAnom 12116,2020 Approved 38#39.0 Siceirtes (I nswinglOutswrig, 0)0(0 Ctegory; Rceling (417, 024-6544 PE-515166 V54) 772-6224 Maitals Comearly,TAWCO, i613) 248-34M PE-74021 71 n 31 r 8454 Cttigiory: Reding (904)7a3-4400 CHUCK f717,311,8454 29 zc. Thermo-Tru Fiber Classic and SmQoth-Str PonflQuallort) Nominal e&#39.0 arquot,r4on-Implactlilquot. Glazed 12/3112022 No Yes No N/A SLAcC.I.g.rip, com Caregral R.olling lony@gomablociflanacon, BbC.I.Ifica,; that K�_31242 Compeartna Edge Fiberglass Single Door wall 3030 0 Comiallne. Method*. E.011., R000rr tom a "Category: RocringAf,tessones; that are an integral P.,11 fine Sclelihs(s) (Inawng/Outowng. XO. OX a OXO Fld. Regoi-o Architect Pro -1-- Florida Integral P.O ofth, Rooling System C..pll-. aond: Repon from . Plole-ol Engine,, Compliance M*tho&. Evialutdial Paper, toth a Florid. RglabirsdArndect 1I.Ait,l 30 zd Thearinut Fiber -Classic and Smobdi-Slar =9tuatons) nal 89#339 09cluot.Non-ImpactS,quot, Glazed 121731I2022 NO Yes No NIA FI.W.Rop rOgin- Covintiorkite Edge Fiberglass Doubt- Door with FW21a-m 21:0,11wills Praf-rcho Engineer fLW631]-RZ 3&139,0 Sideres (InswngkOulavAng OXXO far Use on t Co.", F UP! gat "3 Products 31 z9 Thearria-Tru Fiber-Clasaw and Smooth Star configuration) Nominal 7&039,0 &cjuot.Nor�ImpaFt&quot Shuruai 12/31f2022 No Yes NO NrA Product Model, Itiventer in, N,- Produret Oesearlistio an Dot, _Alligultykid"Lft ... in HVHZ outside HYHZ fir,sixtd Preari Qualfty AwitireiNg Abstained for Use Atecroved for Use Impact Design Awl Product MW- NumerNo,, plandut Approlaid far Use ADONBred fail Use Impect Design ii HVHz HVHZ Restores Panditure So,.. Compsite Edge Glazed I TAMKO Roof Ukdalloyments (HVHZ) Pool for unis an F BC HVHZ 0312912023 Yes NI NIA N/A AMA Mcluct NLW. filualcor r filinar, Product D ... asliami corts, jj" 1, HVHZ DAsid.41111Z earslankirsum 3 3- FILANIC0 $q":RV 10 Ridge Viint&quet: Aluminum Ridge Vents for Pitched rools fabricated 1213112024 No yes No N)A Cris, th cir thout 19#39,2 Sidelite(s) 1 TAMCQ Fix Top Off Magill Vent with Baffle lor Tire .10 a&. area. root battle Year NIA WA from 0 02YAurninum (Ireeningloutirwill X Ox. X0 0, OXO 2 TAMKO Rod Unctlirla�,mem�(NON-HVI-1Z) Had uhdlad.yrawil� to - ,i IBC n.-HVkZ 060912023 No Yes NIA N/A 2 TAMI GoosinareckVinit 26 ga. 09/Ce/2028 No YY:11 WA -01-52.5 3 TAMI Off -Ridge Roof Van[ "On Balk 20 pk� static root Yientlealor with integrated baffle 0"12028 Yes Yes NiA NI 4 TAMOO Round Top OffAidge Vent,orth Beffle for, Tan 20 gkk� "M Dome OVM/2026 Yes Yes N/A NiA Florida Department Of 131.113111HOSS & Professlonal Regulation P.O. 1 a 1 Flonds Department of Business & Professional Regulation Par I `3 Florida Department of Business & Professional Regulation P,QQ I oil Florida Department of Business and Professional Regulation Building Codes and Standards Building Codes and Standards Building Codes and Standards 3W2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cn C ad. buy conlecil Erairtaker Lack- XMLMUAX JI Pol gat Vairllad Dam= fac Acconexal Actorn,nall SINUS Q2a V-1- Mnfw,, C,4,,, Ealroper, & Li- Vldat" gdA 2d& yAwdid fiabltall Dot, Potuding LR;Awulyjl nag A,,,-d i2sal brot voriffla Maddifigru a ;kuiul Isda-K Or 6isam Validated air DNA 291 Ode Penck 21LI Vada Dyk0itm FKAm,vi Abele, FL1111165259-R31 R 2020 K.Irinx ,Ialuey Jame, L P 9 Slavan M Unci. RE ilr)1r2O29 1 IM/2020 11129r2026 tria FBC Am- Reavislon 2020 a-, Heari Anderson How IAPMO Unit- Gar,w Wait. 14,030020 iMMO20 11101V2020 Approv" R.- 2020 Global Pre"adlen PfMLU4gL I nm Reerson Walter A 11190J, PE Jami W ralizarvich. PE OW0842020 OM"20 I(VDI/2020 12115IM20 Approved (D 9M =W-91' Status (501 i 98 -6163 PE �1242 (717) 317 84" C9.0ory: Honing (W,)38O6Wi S.M001 LLC (,o) 954-0160 caliolipary. Sruff- 954,889-7545 PE-"167 (914,112 622r Type VerSiOn Manufacturer Contact Engineer Validated By Validated Submitted Pendin 6Rgroyerd Approved AoF ... that an I Pelt Rooll System Rooling Tile, - E,ial.rkki Cournpla--- atend Report rom co subc"grilt tome P.- tire Revision 2020 License POIL GLASS USA MauryAlpert, John W 10t2W2020 10f2212020 FBC 1211512020 nnegial arms Evaluation Report firem. . Product Evaluation Elittly Compliance hall E-11,udlonn Paper! tom a Florid, R,glit-clArdilect or. Licensed Florid. Category: Roofing G9542331330Snraa0pert@poIyg(a55 corn Robert Nienninen Knezeriiich, PE proval Florida RegivionedlArchilcotor SLIC"sedflorkra Plot .. III EnOrmle, Subcategory: PE-59166 (9�A) 772-622-4 1110112020 Professional Engineer Underlayments P"117292,1111111lardch; Quality Assurance Anorovild for Use Abaronnefforuse knees 2WE 01-4,16478-liall Products Compliance Method: QMNWABU[am Abstrowd far Use Aporroneed for Lin 11I Offirearo Ala 15 Me- sole. &Or Cld English Pduct Cosorlibeit, Cancra, -09, Flat PrexRe . canves, cc ��l 0 In HYIIZ No Dialects HVHZ Y.. Resnotent NfA Pre - re WA 129.t Produce MadelI Ifickinizer ee likeme pladi owerizailhan C_Rkakk Due Aportarardfther Askafforais for 0, licaract Do, - In HVjKZ Outside KVM ailabilljOgit Pressake Evaluation Report from 12ILe lanciduct Me", hert, or Name lafaduct D�rkftn Contrd in KVHZ outside HVHZ Resiuint larenes- sarep Pian a Florida Registered I DA-4 or TRI-B.Ift I A, DA 4 L- olie. P.1,,prPpykm. Pillar. Rod Vent 12/10/2025 No Yet No �07 51-975 17 Sockday GOO - Slato Shake Seem: sale Shake Flat Pr*Ml# - Sloext. CA 12/31r,020 No Yes NIA N/A 1 20 Gag. a.. slixiin CorrugaRld Gavai Panels retained lmir=3 ye, Yet Y. WA Architect or a Licensed MocluenosoyAtuached to Pli,,Mood Dark �13 0 Strany $00 - Ski. Shake Sonic, Split Shake. 5-y 700 - SlIallal. St.. Jonit, Spa shillue Flat Profile, Iff.k., CA 126112620 Flat Prfil. Stankfee CA 12,`392020 No No Y.. Yes N/A NIA NI N)A 2 24 Gage Oevanized steel Storm PaneI%11lHVHZ or - by Ini to pir-se h.m.n. P-1. Conaug.tild P-le rl,larild 12f3l/2023 40 yes Yes WA Florida PrufesFicnal 20 27 Stron - Shake Salre 60MI, start Shake T1409 � too al i Be realon. Flat Frnt. - Risk. CA IZY31,2020 "gh Polls lotty. TX 12t3lr,020 Yea Yet HIA NIA NIA N/A Ilack, to p,ovd. hurricane 1>10.11. (D Engineer FLM26"31 Products 28 Via. Low P, K.ty TX 1 W31 M20 No Yn. II/A 141A C_ QU&& &MLMM ARprpv*d for Urkir =I ved for U" IM= Dell 9-011 Product Model, Number or Nam Product Description Contract lil"ration In HVMZ Data HVH Resistant Pretisupe 1 Poitiglass Roof Underlayments Rocking underlayments I (Y21/2022 No yes NIA -NIAI-622.5 1 Polyglass Roof Uncerlayments (HVHZ) Polyglats root underlaymentS for use in FBC 12/23r2C23 Yes No N/A rVA HVHZ lufladicit- > 2 PolyglaSS Root Unceirlayments (non-HVHZ) P*glass roof uncerlaynnerit-1, for use n 1Z'23r2023 No F&C n.n-HVHZ j.dulltlans Yes NIA -NIAI 022,6 0 Florida Department of Business& Professional Regulation Roger of I Florida Department of Business & Professlonal Regulation Pace I el Florida Department of Business & Professional Regulation Heart orl 111- 1 Poly0ass Roof Undeftyments �HVHZ) Polyglass; roof Underlayments; for use in FBC 12l?23r2023 Yes No NIA hill Building Codes and Standards 1r26126212 Building Codes and Standards Building Codes and Standards HVIHZ jurisdictions > Call. 2 Polyglass Root Uriclerlaymorits (rim-HVHZ) polyglasir roof undedayments, for Use In 12J23V2023 No FAC n.n-HVRZ jurisclictorei yes NIA -Nl Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 Po:ygilass Roof Undertayments (HV11Z'jr Polyglairs roof underlayments Ior use in FBC12123=3 Yes No NIA NIA HVHZ junedioborks mmmm I . I I .1 111,111, 2 Polygla�s Root Underfaymentti (nQn-HVHZ) Poll roof unclerlayments, for use in i2/23=23 No Ye� NIA -NIAt 622,5 926 Entity a 21111A 20 Dot. Pending 2M !'.*a Entlity or 2& 20 Date Penrild 2111 lintIty QM 2" 0 Pineartal go FFIC O.n-HVHZ ji�nksdmankr TV" Version Manuf4ctu Cartel, Enalmosir & License Validated Validated Subilifteld IFFIC Approval Approved status Version M-f,,I,,, candial Enairm Litakinking Veadjuld Be W".o AMMUO fac Accorarral amoulig tJTYM Vertical Cord.1 End,,, Ill I-liares Vlidad Steiftad FOC A-Farand Accepined Shitut I Polyglass Roof Underbyrreffits (HI Polyglass roof underiatiments for use In FBC 12123=3 Yes No NIA WA Rev,5- 2020 All Anneancturt Shutters and G 3 - M kill Barbieri FrookIL Ekarrimardo HE Troy Ehop. P E, 10/2812020 1011 5a-)20 I I 105f2CF210 12115rzo2o Apprcived R11111. 2020 Alpine Ruild L.-,,, ICC 6,augnich Service LLC William M Pip 1013112020 1 MV202D I 1105,72020 IIII3512020 Aornovird R ... I- 2020 Commaronal Cmqote Poawe.inc How our, Samuel A. Greenberg John HW 12116=20 F 5(; AreHVHZ juntedictrions Callural Shuttera (56I) 712-9882 PE-0046549 (954) 947.08PO Category: structure cor,bo-ts subcategoy. nuee Planes (321171OL3377 (407i 681-1917 coagory: structural compor.na, 61 it 959-3707 PV-34245 186-511 I =3 2 Polyglass, Roof Underlayments (r%cn-HVHZ) Polytillesi roof underlayments, for use In 12123/=3 No Yes NIA -Ill Subcategory, Storm Panels mikoboa?came,ioanarutte subcategory: Prockchr af FEIC non HVH-7 j.d.dretiono Compliance Method. Evaluation Report fiom a C."whanc, M,4ht EW.W,- Rww irom Product Entry N - Too,halogy Compliance Mahod; Evaluation Hewn it= Florida Registered Architect or a Lonved Florida Proforknuonal Engineer a Fierce RgIO-OlArchitact Licensed Florida 0 Pull 9911,117 Panducas Prfessional Engineer FL#1 78894R3 Products Quality Awavaine. Approusid (or Use Approved re, Ue. larpoet cartel Quality Assu Made AporgintaratUse ApprovedfacrU lm�t Design om Product Model. Illockiliff PMAM-2"ffwm cotgrwt E.wm;" pat In Hl Wgkbm Riagall-rit Pressure fluill 774-RO Product Dool,ription Contract Expiration 1) in HVKZ outside HVHZ Ftesision Presiclow I ITWISCishkir.. Higinar Strongth (H 5) Metal Connector Plate 121�112024 Yet Yet NIA N/A Cluster AgglitiggigailigI Awroved nor Use k,,= pkoh I 24g. G.N-cud Steel Storm Pianen; 24go Galvanized Steel Storm Pianer; 12J3lf2O22 Yes Yes Yes NIA 2 17W BCG)A1pm. Hing. Plot. Meter conneclor Plate 12J3112024 Y#s Y. NIA NUA u2i Ierr sicidoll. Number or Nam Productilikinscripflarn Contract Exaltation Cial, In HVHZ "side, HvHZ Roglowt Presre < 3 �Tvll BCGIAO. Trul. Wtal connel,lor Plate 12J3112024 Yes Yes NA NIA 1 ouskly Pro"M Commercial concrete Products P-will and Pro,itr.saad Urals 05,7512024 yes NIA PJ/A 4 TW SCGIAIII Wave Nutlet 12J31r2024 Yes ya� NIA NIA CIO M CL Flonda Department of Business Professional Rogwairtion Page 2 of 2 Florida Department of Business & Professional Regulation Page I 01 Florida Departnakent of Business Professional Regulation Fear I at 2 -0 Building Codes and Standards Building Codes and Standards W412021 Building Codes and Standards OrIM21 Product Approval Application Detail Product Approval Appikatlon Detail Product Approval Application Detail I W Qft 2di 009 lust, Pnmlinck 2* mitly o, ONO 01111 Derna fti;l- Ra linift or Doe 2u Date Random 2M R.- Y.1±L.L 20.2o Iii I- coaled Paill.- A u_ Fill, Walden ICC Fivelcation S-Act. LLL ICC S-6 Voldold Sulathlittild !PC-W OIJ03/2023 l2r"A221 _ApE.-W Olf0a'2021 star-- Approved! Iltal VMI- Reviam 2D20 Wirymc.- Corllary. art,clual Componerms ECKN�&Li,- Vid$kvw Ilhr Hall Billohlan ICC 6- LILC Iran Lan- P E 1263) 924-047G (608i 839-3288 Yoldided RWUA= FCC 0-Inall Automates 02,n2rN21 103M20 02JON202i Approved varrioll Affrmet- 2070 Mortudisturier Non. AJ.-.m. I- & License Villideded J- $live Lurs R. Lorma, Steven M Unch. PE R454 Validated subellitid IIA0,2020 I Ill 6,20 20 F13C Acenceal Again, 1112012020 APF.-d < Category: C.,"entt 962) sea 6635 L I.0 Category: Relief Wells (407i 509-2005 pe-62514 (It?) 311 Z Subcategory; True, Plat.. (205) 599-9800 SulaClegary; Engineered Lumber H cia,at Rx M-yarin. subcategory: Safflu, Compliance Method; Evaluation Report ftm a Concellarcir Method: Evaluation Report from a ..r Colarniffiner, Method: Evalmiffich Recnt to.. 0 roucvauationE.Ikhr product Evisluttron Entity Florida R.gheradArch,tect i,,.--d Fl.rla Enoln- FLA21ST41111) Itraduals FLAWY-11111 Frad=l Acoramed lick, Use Aw,cvod Ior Ulick lortuat l�g= 0601i Avaraikeld for Use Amending lot Use JOBBIEt lo"Jort In Our" HVH 111-punt Plarracurf F01 OM445 Products flu P-luelf MgdoL olumbar Nam Product Deracrtlan Conal ... t Excirrillova Date In HYHZ 0allild. H lit-brient P-re; laildaFt Mdl. N,,b� or Nam Printed contribute Ill No Yen NIA N/A Quiet, Arnaturri Approked for Use Avalonled to M Instead DOW NtI IS go high strength truss Mileder plate 12131r2024 yes Yes NIA NJA Offoreflam LVIL Past- Pil. t.mnatW V,now Lumber OY3112023 Plar.11.1 Sterld Luml 03t3l/2023 No Yet N,A N/A ballo- tm PiPirlanal Dele, llon Contecil Dag, in HVHZ D'Alilb HVHZ Res"cult 2 till IS go supor high strogth lruss conneclor Platt 12111r2024 Yes Yes NIA NIA Laminated Staind Lumber 03,31J2023 No Yes NiA NIA AWh. to Semp Vented Aluminum 3dMtf Alph, Alunflacal solid 6arrz� Vented Nucherual (771302023 No Ycai No NIA 3 IAI IS is Q. I- connedoiI PI.I. 12131=4 van. Y" MIA N/A I 4 TimonarStoad tSt IJ Ran Board Structural Comparison Wmae, a Orishled Strand D313 V2023 No Yes N/A N/A CMU Word l culu &.no W- 4 MT16HS IS go high stlffQth trust Maeda plate 12131r2024 Y" Yes NIA NIA board RIM Board SHEET NO. 5 MT20HS 20ga Nghttagthrru-caried-PI.R. 12,11=4 Yes Yea NIA N/A 5 Wenlemeause, Rim Owner CO-t. 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M. -29625 91ii-im 2 SWIM loom EmiierrPme orhm"aldire olmmowr 02M51=2 No V" No -40)40 41-112-) 11 Gw"l3o:r,w VW24W*mrwwftQimwow(mwar 024=2 No Vw No Sa�w I Swam E-9—A-131WIngglimDoor VkMUWqNPP&,AWF4=*C"Dw(SW%47-19'x 02115aW NO Vilis MD .261 Cn (D E (D (D -C U) CU > 0 L—L > 0 CL 0 < C-) 0 CT3 L) -0 0 LU M C7- < z CL SHEET NO. March 6, 2023 I PA 10 I If it LLIII I - 311 -1 1 1 4 - __L - II i I 1 11 1 111-11, I'll H III 111 71 11111 I'll .11111 EZ= Simpson Strong -Tie 22020 FBC Approved Products Updated 12130r2020 ec EST Morpli listed below CLICK HERF� C= For regordirig Floricla*s Statewide Product Approval system and Mrdmt4:)fide_Ccunly N -Ptanco (NCA) CLICK HER FL#235,'�-RT lisal a Product Description 1 Titen Stainless Steel Concrete & Masonry Screw (IT N-SS) 1K' diameter Titen stainless steel masonry screw FL#95WR6 J.ta Faguct Model, Number or Name Product Descriotlom 1 SD10112DBB Outdoor Accents ConnectDr Screw 2 SD9112, SD9212. SD10112. SD10212 StrDng-Drive SO Connector Screw 3 SD9112SS. SD02125S Strong -Drive SID Connecwr SS Screw 4 SDCF22434 SDCF22512 SDCF22614, SDCF22700, SDCF22858, SnCF221014 Strong -Drive SDCP 1 iniber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272356 5 SDCP22434. SDCP22512. SIDGP22614. SDCP227(Y.), SDCl SI)CP2_2912. Strong-Drivs SDCP Timber-CP Screw SDCP221100. SDCP221134, SDCP271400 6 SDHR27400. SDHR27614 SDHR31400, SDHR31614 Strorg-Dirve SDHR Combo -Head Screw 7 SDS25112 SDS25134, SDS25200, SOS25212, SD825300, SDS25311 2, SDS25412 Strong -Drive SIDE Heavy -Duty Connector Screw SDS25500 SM5600, SDS25800 8 SDS25112SS, SOS2520OSS, SDS25212SS, SDS253COSS SDS25312SS Strong-Dirve SIDS Heavy Duty Connector SS Screw 9 SDWF2716, SDWF2720. SI)i SDi SDW�2730 Strong -Drive SDWF Floor -to -Floor Screw FIL410007-IRS 0 MIMI Product Description 1 ATR318. ATR1/Z ATR518. ATR314 Threaded Rods 2 ATUDi ATUDS-2, ATUDO, ATUD9-2, ATUD9i ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112, BP1/2-3: BP516-2, BR518-3 BP3/4, BP3/4-3, BPRTUL)3-4 Bearing Plate$ 4 CNW318 CNWI/2 CNW518, CNW314, CNW5/8.lf2, CNW3/4-518 Coupler Nuts .5 CTUD55, CTUD65, CTUD66, CTUD75 C-TUD76, CTUD77, CTUD87. CTUD88. CTUO97, Coupling Take -Up Device CTUD96, CTUD99 6 N3, N4. N5. N6 Heavy Hex Nuts 7 RTUD3, RTUD313, RTUOi R TUD4B RTUD5 RTUDe, RTU07, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW35 Take -Up Washer 10 URS3 3)8" Uplift Rod Run Todown System 11 URSA 1f2" Uplift Rod Run Tieclown System 12 URS5 518" Uplift Rod Run Tedowirt System 13 URSO 3/4" Uplift Rod Run Tedown System F1.910441-1516 51" Product Model, Number or Name Pmduct Description 1 DTT2 Hold-down 2 l HDC10/22 Hold-down 3 HDQ8,HHDQ11 HHDO14 Hold-down 4 HOU2, HOU4 HDU5 HOU8. HDU 11 HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlith anchor a LSTHD8 _STHD8RJ Strap-s" hold-dowr 7 MASA,MASAP Foundation anchor strap 8 MPA132, MPA144 Strap -style purlin anchor 9 PA18,PA23,PA28.PA35 PA51,PA68 Strap-s" purlin anchor 10 PAI18, PA123 PA128 PA135 Strap -style purlin anchor 11 STHDIO STHDIORJ Strap -style hold-down 12 Srl STH014RJ Sbap-styk- hold-down EM� Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Fordirect Inks to all SST approvals Wed bola.. CLICK HERE For additional informabon iogaidinic Florida's Statewide Prodluct Approvall System and Marri-Dadir C�ounty Notice of Acceptance (NOA). LLJ�,� 21 US series hangers Top flange hangers available in wdth of 1 9116"and heights ranging from 5-W" to 15-118" 22 LBAZ sones hangers Top flange hangers available in wdth of 1 9116" and heights ranging from Q-3)l 6" to 13 1/8" 23 LEG3, LEG5, LEG7 sales hangers Top flange hangers available in wdths ranging from 3-1/4" to 6 718" and heights ranging from 9" to 33-1 rZ' 24 MEG5, MEG7 sores hangers Top flange hangers available in vAdths ranging from 5 114" to 3- 7/8" and heights ranging from 9" to 32-V7' 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 1/8" and heights ranging from 9-11A!'to 24" 26 PF. l PFOE, PFDSS sores hangers Top flange hangers available in wdth of 1-9116r'and heights ranging from 3-3/8" to 7-1/8" 27 RR Ridge rafter connector 28 WP sores hangers Top flange hangers avadalole in widths ranging from 1-9116" to 7- 1/8" and heights ranging 9-114* to 32". F1.41111(111160-115 &NJ Product Model, Nurrihillil I ABA44 ABA44R, ABA46, ABA4151R. ABA66. ABA06R 2 ABJ44. ABU44R, ABU46, ABU461R. ASU5.5 ABU5.6 ASU65, ABLJ66 ABU(36R ABU88, ABUl ABU1010 ABUIWOR ABU1212, ABU1212R 3 ABW44Z ABW44l ABW46Z. ABW46RZ, ABW66Z. ABW66R.Z ABW7-7 4 AC4, AC4R, ACE4, ACO, ACOR, ACE@ 5 SC4, BC48, 3C4R, BC6, BC5R, BC8, BC-52-214, SC52-3/6 6 C1344, C1346, CB48, CB88, CS68 7 CBSQ44-SDS2, CBSQ46-SDS2. CBSQ66-SDS2. CBS086-SL)52. CBS088-SOS2 8 CC, FCC, ECCU Series 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series 10 CPT44Z, CPT66Z, CPT8&Z 11 EPI344A. EPB44, El EP666 12 EPSAZ 13 LCB44, LC566 14 l LPCOZ 15 MPF34AZ, MPBWZ, MPBS87 10 PB44, PB44R, PB46, PBW, P806R 17 PBS44A,PBS46 PES66 is PBV6.PBVi0 19 PC44-16 PC46-18, PC48-16 PC64 18, P066-16 EPC44-16 EPC46-18 EPC48-16, EPC84-1 6, EPC88-1 6 20 PC4Z PC4RZ, PC87., PC5RZ, PG8Z, PCBRZ EPC4Z. EPC4RZ, EPC6Z, EPCdRZ EPCj3Z EPC8RZ 21 PPB44 47 PPI344-6Z 22 RPBZ FL#10866-RO Jil Product Model, Numberor Name I FJA, FSA 2 FRFP 3 GH46-6. GH46-8, CH4M. GH48-8, GH410-6. GH410-8. GH66-0, GH68-8, GH68-6, G1165- 8, GH610-6. GH81" 4 GLB5A. 011-558, Gl GLB50. GLB7A, Gl GLB7C. GI_B7D 5 GLEIT512,0131-T612, GLPT516, GBILT616, OLSTS20, OBLT020 6 HGLBA. HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP1O-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3.1 i4l" to 9-11)`2" and Vi,02 ranging from 3-5/8" to 7-1 t2" Screwed column caps will W1 ranging from 3.1 f4" to 9-1f2" and W2 ranging from 3-5M" to 7-1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Colunin Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate ClUll Bearing Plate Heavy Glularn Bearing Plate Heavy Gird or Todown Universal Foundation Plate Universal Retrofit Foundation Plate 1= Simpson Strong -Tie 2020 FBC Approved Products Updated 12Wr2020 For direct Inks to all EST approvals listed below, CLIr K HER E For additional Information regarding Fluids's Statewide Product Approval System and Morni County Notice of Acceptance (NOA). CLICK HER FL#1 0446-R6 Sect # - Product Description 1 2-1, A23, A33, A34, 35, A44 Angles 2 APA21, APA4. APAG, APVA21, APVA4 APVA6 Outdoor Accents Angles 3 APB44. APB44R, APVB86, APB66R. APSM, APB88R, APE1 U1 U, APS1 01 OR, APVB44, Outdoor Accents Post Bases APVB44R, APVBM APVB66R. APVB88, APVB88R, APVB1010, APVBIDIDR 4 APDJT2-4, APDJT2R-4, APL)JT2-0, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVL)JI2-6, Outdoor Accents Dock Joist Ties APVDJT2R.a 5 APHl APHH46R, APHH610. APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam-t�Colurnn Ties 7 APLH24, APLH24R, APLl APLH2eR, APLH210. APLH21OR Outdoor Accents Light Hangers 8 BVLZ brick Veneer Ledger Connector 9 CBT2Z CBT4Z Concealed Beam Tea 10 CJ13Z.CJT4Z CJT5Z,CJT67 Concealed Joist Tea 11 DJT14 Deck Joist To 12 DS Dry Wall Stop 13 FC4 FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1 GA2 Gusset Angles 16 H2A, H2.5T, HS. H10A.2, H10S, H14, HGAID Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 16 l HH6 Header Hangers IR KRSIZ Knee-Biace Stabilizer 20 1_30,1_50,1_70 L90 Angles 21 1_0174 Post Cap 22 LS30.LS5O,LS7O,LS90 Skewable An gles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26l __SSJ26RZ, I-SW26112, LSSJ28RZ. LSSJ21OLZ. L5SJ21ORZ Field Adjustable Jack Hanger 25 1 81, LSSR2 1, ITSSR2 37, LSSIR2 56, LSSR210-2. LSSR410 Field Adjustable SlopeablelSkewablee Hanger 28 LTP4,LTP5 I to Plates 27 ML 232, MIL2.47, ML W_ ML287 ML21 07 Angles 28 MMH8 RootTie-Down 29 MMHG Hinged Roof Connector 30 MMLU26, MMILL126-2, MMILU28, MMl MMUL121U, MMLU121 1, MMLUt39, MMLU1311 Foce-Mount Hangers 31 RBC RBCP Roof Boundary Clips 32 RST-3 Roolf-fie-Down 33 l RTC42. RTC2Z, RTC44 Rigid Tie Connectors 34 STC STCT, OTC I iTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 ZZ Z4, Z44 Panel Stiffener Clips FL#10447-RS Sag * Product Model, Number or Name 1 AHEP 2 DSC2R-SOS3, DSC2L SDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCPT81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2 HHRC411 81. HHRC44. HHRC5 25P12' ) HHRC5 3713 12, HHRC66 a HRC1 81, HR022 7 LRU26. LRU28 LRU210, LRU212 8 LSU25 LSSU28 LSSLJ210 9 TBF4. TBF6 10 TC24 TC26 TC28 11 THA29, THA213, THA218, THA218-2 THA222.2,THA413, THA418,1HAC418, THA422 THAC422 THA426 THA422-2, THA425-2 12 THAll 8102, THAl2 06l'22, THAl2 1122, THA1222, THAI322, THA13522. THA1422 11 THAL422, THAR42..) 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3. THJM2-5-SDS3, THJUM, THJU26-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 For direct InkS to all SST apIprovals l6led below. CLIQ K HERE For additional Information regarding Florida's Statewide Product Approval System and Momi-Dade County Notice of Acuptance (NOA). CLICK HERE FLIM0456-R5 b" a Product Description 1 BTB. STH BirickTres 2 OMST12 CMST14. CMSTC16 Coiled Straps 3 CS114, CS16, CS18. C520, CS22 Coiled Straps 4 CSHP118, CSHP20 Coiled Straps 5 crS218 Comforessionfrension Strap 6 DSP,SSP TSP ft d to Plate to 7 Hl, H10A, H2,5A, 113, 116, H7Z. H16. H16S, H15-2, H16-2S Hurricane Ties 8 HGT 2, HGT-3, HCT-4 Heavy Girder Tieclown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5. HSS2.2-SDS3 HSS2-3-SDS3, HSS4-SOS3 Heavy Stud Shoe 11 HST2 HST3 HST5.HST6 Straight Straps 12 HTS16. HTS20, HTS24. HTS28. HTS30. HTS.30C Heavy Twst Strap 13 HTSQ16KTZ HTSQ20KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA1 2 LSTAI 5, LSTAI 8, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LSTI73 Straight Straps 17 1 LTB40 Bridging 18 l LTSIO, LTSIB, LTS20 Light Twist Strap 19 MOT Medium Girder Todown 20 MS727. MST37, MST48. MST60, MST72 Straight Straps 21 MSTAR MSTA12 MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36 MSTA49 Straight Straps 22 MSTC28, MSTC40 MSTC52 MSTC66, MSTC78 Straight Straps 23 MSTC48B3, MSTC66B3 Pre�Bent Straps 24 MST126 MST130, MSTI48, MST160, msri72 Sleight Straps 25 MTS12, MTSIS, MTS18, MTS20, MT824C, MTS30, MTS30C Medium Twist Strap 26 NCA2xlO-12, NCA2x12-l2, NCA2x8-16, NCA200-116, NCA2x12-16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RIP5113, RIPS2.2. RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPI, SP2, SP4, SPS, SPS Stud Plate To 31 SPH4. SPH6, SPH8 Heavy Stud Plate To 32 SSI 5, SS2.5� SS3, SS4.5 Stud Shoe 33 ST9,ST12,ST18 ST22,ST292,S12122,672115 ST2215,ST82115,ST0224,ST6236 SI Straps 34 T1320, TI327, TB30 T8315, 642, TB48 TB54, rB66 TB8O Tension Bridging 35 TW810, TWI312, TWB14 Wall Bracing 36 VGT,VGTR,VGTL Vatiable Pitch Girder Tiedown 37 W8108, WS106C, WB126, WB126C. WB143C Wall Bracing 172 11TY 14-1 Product Description I CBH2 37x5 5, CSH2 37x7 63, CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SOS. HGU5.25-SE)S, HGU5,50-SDS, HGU5.62-SUS, HGU7.00-SE)S, HGI.7 25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector RafterHanger 5 HHGU5 25-SDS, HHGU5 50-SDS HHGU5 62.SDS. HHGU7 00-SDS. HHGU7 25-SDS, Light SlopeablelSkewable U Hanger HHGU9,DOi Truss Bearing Enhancer 6 HHUS26-2 HHUS28-2, HHUS210-2, HHUS46, HHUS48 HHUS41 0, HHUS51�50110 Truss Clip HHUS7 25110 Adjustable Truss Hanger 7 HSUR. HSUL, HSLIRC HSULC series hangers Adjustable Truss Hanger Sized for I -Jost; Skewed Truss Hanger Multiple Truss Hangers 8 HTU25, HTU28, HTU210, HTU26-2, HTU28-2, HTU21&2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01 81/l HUCQ11 81/11-SDS, HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310- SDS, HUCQ410-SDS, HUC04112-SIDS, HUCQ525A-SDS. HUCQ525/11-SDS, HJC0610 SDS, HUCQ612-SOS FUMMINT1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rYY2020 For direct Inks to all SST approvals Wed l CLICK HERE For addlocinal informabon regarding Florida's Statewide Product Approval System and Marril-Docle County Notice of Acceptance (NOA) FL#114WRO §"I Product Model, Number or Name Product Descript on 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, l HRS12 Strap Ties 3 HUCQ210-2-SDS, HUG0210-3-SDS, HUC0310-SDS Joist Hanger 4 THGB2. THGB3, THGSH2. THGBH3 THGBH4 Joist Hanger 5 THGQ2-SDS3, THGQ"DS4 5, THGQH2 SDS3. THGOH3-SDS4 5, THGQH4-SDS8 Joist Hanger 6 rHGW3 3, THGW3-4, THOW41-3, THGW4A Joist Hanger FL#1 1473-R5 Seg 0 Product rorName Product Description I Ol Double Embedded I russ Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, 116S, H16-2 H16-2S Hurricane Tie 4 HETA12. HETA16, HETA20, HETA24 HETA40 Embedded Truss Anchor 5 Hl HETAI HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHFTA1 6 HHETA20. HHE1 A24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. _GT3-SDS21 5, LGT4-SDS3 Girder Tiodovvri 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, MFIA20, META24 META40 Embedded Truss Anchor 11 MSTAM24, MSTANnS, MSTCM413, MSTCM6I) Strap Tie for Masonry 12 MTSM16, IVITSIM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11496-R5 .U" Product Descriation 1 OTT1Z Deck Tension Tie 2 HD12, HD19 Salted Hcldowns 3 HL)3B. l HD75, HD90 Bolted Holdowns 4 HTT4 HTT5, 4TTS-3/41 Tension Ties 5 LTT19, LTT20B, LT-TI31 Light Tension Ties FL#IM28-RO &ifi;l Product Model, Number or Name Product Mcr ptitln 1 SB51l SB7/8x24, SRlx3O SB Anchor Botts 2 SS1 816, SST820, SSTB24, SST828, SSTB34, SSTB�1(3, SSTBI OL, 8ST820L, SSTB24L, SSTS Anchor Botts SSTB28L FL#13872-R4 3" X Product Model, Numberor Name I CMST12 CMST14. CMSTC16, CS14, CS16, C818, CS20, CS22 2 HRS6. HRS8 HRS12, F"AS, FHA9, FHAl2, FHA18 FHA24 FHA30, MSTI26, MST138, MST148 MSTI60, MST172, SIMST27, SIMST37, SIMET48 3 HTS16,HTS20,HTS24,HTS28 HTS30,HTS30C 4 LSTA30. I STA38, LST149, LST173, MSTA9. MSTA12, MSTA15, MSTA18 MSTA21, MSTA24 5 LSTAP LSTA12, LSTA15, LSTA18. LSTA21, l ST292 _17,2122, ST2115� 512215 6 LSUEH3.25 SUBH3 25, MSUSH3 25 7 LTP5 8 LTS12, LTS16, LTS18, LTSM 9 MSTA30, MSTA36, ST6215, ST6224. STQ, ST12, ST18. ST22, MSTC28, MSTC40, MSTC52 10 M1,:;rC66 i ST6238 11 MTS1 2 MTS1 6, Ml 8 MTS20 MTS30, MTS24C, MTS30C 12 Si8l 56, S181 81, SIE12.06, S52,37, S�1]12 56, S`B2 68, 51133.1Z S1133.56, SIB3,62, SIB4 06, 5/04.12, S1134 28, SFS4.75, SIB5,50 13 SIBA2 1 M. S(BA2.12/1 0 S/BA2,12112, SIBA2 12114, S/BA4.1 8/8, SIBA4. 18/10, S&A4 16112. StEA4.18/14 14 S)HIA 15 S/HD8S. SIHO88, SIHD10S S/HD108, &HD15S, S/HD15e 16 SJHDU4, SJHDU6, SIHDUD, SIHOU1 1 17 SJJCT, &HJCT Product Description Coiled Straps Steps 97 mil (12 g a) Heavy Twat Straps Straps 43 mil (18 go) Straps 33 mil (20 g a) Brodging Connector Lateral Tie Plate Light Twat Straps Straps 54 mil (16 ga) Steps 68 mil (14 ga) Medium 7wistStraps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Piroduct Descriotion Concealed hangers Face -mount (OU, OHU) and top.flange (DHUTF) hangers available in widths ranging from 1-9flls' to 3-9/18" and heights ranging frorrI to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from 1.518"to 7. 3il and heights ranging from 5-5116" to 12-7/8" Face-nnount hangers Face -mount hangers Skavved face -mount hangers available in wdths ranging from 3- 118" to 5-1J8" and heights ranging from 4--V4" to 15-3,04" Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models, only acute flange is concealed Face -mount hangers Face -mount hangers available in wdths ranging from 1-9116" to 7- 1/2" and heights ranging from 2-7t8" to 19-114" Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W2020 For direct Inks to all SST approvals listed bolovv� CLICK HERE For acictional information regarding Florida's Statewide Product Approval System and Marrii County Notice o(Acceptance INCA), CUCK HFRE 18 SILBV1 58, SILBV1.81. SILBV2.06. S&EV2.37, Sll 56, S SILBV2.68, S/LBV3,12, Top Flange Jorst Hangers Sill 56, S/LBV3 62 SILBV4 06 SILSV4 12. SILEV4 28, SILBV4.75 S/LBV5 50 19 SILTT20, SIDIT2Z, S/H1714, HTT4, HTT5 Holdowns 20 SIMST60, SIMST72 Straps I Is mil (10 ga) 21 SP4 SP5 Stud Plate Tes 22 SSP, DSP, TSP Stud Plate Ties 23 STC. DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Con rector FL#13904-R5 JMg Product Model, Number or Name 1 CCarV13 82-SOSHDG, CCOM4.62-SDSHDG, CCQM5 50-SDSHDG, CCTQM3.62-SDSG. CCTOM4 82-SDSG CCTQMS.50.SDSG, CCCONn 62-SDSG CCCQM4 62-SDSG, CCCQMl 2 ECCI_QM3.62G4<T. ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMDi ECCLLQMD4 82G-KT, ECCLLQMD5.5OG-KT ECCLRQM1l ECCLROMD4.62G- KT, ECCLRQMD5 5OG-KT 3 HGUM5 25 HGUM5 50, HGUM7 00, H(3UM7 25, HO LIM9 00 4 LGUM2&2. LGLM26-3 LGUM264, LGIUM28-2. LGUM28-3 LGUM28-4, LGUM2113�2 LGUM210-3. LGUM210-4, LGLJM46 LGUM48 LGUM410 5 MBHA3.12/9 25, MBHA3 12111 25, MBHA3.56f7 25 MBHA3 56119.25. MSHA3 56/11.25 MBHA3.56111 68, MBHA3 56)14, MBHA3 56/18, MBHA3 56/18 MBl 25, MBHAS.50�9 25, MSHA5 50/11 25, MBHA5 50111 88 MSHA5 50114. MBHA5 50/18. MBHA5.50/18 6 MBFIU3,561g.25, MBHU3,56111.25, MBHIJ3.5&1 1.88, MBHU3.56114. MBH U13.661116, MBHU3 56/18, MBHU560M 25, MBHU5 50111 25, MBHU5�501 1 88 MBHU5 50/14, MBHU5 50116, MBHL15 50118 FL#1 3975-RO Sea 9 Product Model, Num bar or Name 1 SDW223W, SOWM38, SDi SDW22458, SOW22500, SDW22600, SOW22638� SDW22634 2 SDM15450 SDWC15500 3 SDWH193WDB, SDWH10400DB. SDWH196WDB, SDWHIOBOODB, SDVVH101000DB 4 SDWH2740OG SDWH276003 SDWH278DOG, SDVVH271 000G, SOWH2712OUG 5 SDWS16212, SOWS10301), SDi SDWS16400 6 SDWS19600, SOW,919712, SOWS22400,SDWS22500 SDWS22512. SOWS22BW SDWS22800, SDWS22900, SOWS2211000, SOWS221 100, SOWM1 200, SOWS7.2-1500 7 SDWS223000B SDWS224000B SDWS2250ODB SOWS226000B, SDWS2280i SDWS221 OCODB 8 SDWS22312DBB, SDW,922512ORB 9 SDWS2730OSS. SDWS274OOSS, SDWS275008S, SDWS27600SS. SDWS2780OSS, SDVVS271 0OOSS, SOWS271 20OSS 10 SDVVV13400 11 ST N 2 2 FL#15363mR3 "�2" Product Model. NumDeror Name 1 AS 18. AS I SS5. AS 1888 2 AS20HS 3 AS-20 4 ASHP Product Dascript on Masonry Piet Gaps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Sircing-Dorve SDW EWP-PLY and TRUSS -PLY Screws StIOng-OFIVe SDWG TRUSS Screw Strong-Dirrve SI)WHI TIMBER-HEXSorew Sticar SDWH TIMBER HEX HOG Screw Strong -Drive SIDWS F RAMING Screw Strong -Drive SOWS TIM13ER Screw (Intenui Glade) Strong -Drive SOWS TIMBER Screw (Exterior Grace) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Slirorg-Drive SOWV SOLE -TO -RIM Screw Outdoor Accents Hex-Haad Washer Product Deritcription 18 go Truss Plates 20 ga. High Strength Truss Plate 20 go Truss Plate Hinge Plate Connector nwz3o-m §W P du Pruduct Descriat on I ET HP Adhesive Anchor for concrete 2 GAC. GDP, GDPM-50, GDPMm75, GDPM-100, COPS, GW-50, GWm75. GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, POPA-K, POPA,MG, PDPAT, Fill PINW, PlNWP, PlNWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL MG, PSVL3, PSVL3-K, PCIDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete E= Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all EST approvills listed below CLIC K HERE. For additiortal information regarding Flofida*S Statewide Product Approval System and mom -Dade 11 HUS, HUSC sores hangers; 12 ILIS series hangers 13 LGU3.25-SDS, LGU3 83-SDS, LGU5 25-SDS 14 LU24, LU25, LU28, LU210 15 LUCNZ, LUC21 OZ 16 LUS series hangers 17 MGU?.63-SOS, MGU5.25-SOS, MQUb.60-5US, MGUi MGU17.00-SDS 18 MIU series hangers 19 MUS213. MUS28 20 SUR SUL SURC, SULC series hangers 21 U series hangers FL#10667-R6 11aA Product Model, Number or NAM 1 BA serob hangers 2 DGBF series hangers 3 DGF series hangers 4 DGHF series hangers 5 EG5, EG7, EG9 series hangers 6 EGO Series hangers 7 GLS series hangers 8 GLTV series hangers 9 HB sores hangers 10 HGLS series hangers 11 HGLT seres hangers 12 HGLTV series hangers 13 HIT series hangers 14 HUSTF series hangers 15 HUTF HUCTI'spireshangers 16 HWP series hangers 17 HWPH series hangers 18 ITS series hangers 19 J9 series hangers 20 J13A series hangers Notice or Acceptance (N0AkJ129Y_lJ"N Face -mount hangers a%le in �dffn I g to 9116" and heights raingin a 41-D 61 1!, '1, a verwin (H LISC) eve +1 ffor: greater than 3-9/16" Face -mount hangers avatila widths ranging from 1- 141��) 5t8" and heights ranging fronIF014" to 16" Face-mourit hangers pft c::: alp Face -mount hangers CP Face -mount hangers C to c ranging Face -mount hangers available in widt ranging from hom- 1 1-% 6% T' 6% 518" arid heights ranging from 3" to 10-1 Face -mount hangers S X_ -L Face -mount hangers available in widths r ngin om 141%to% 'I to 118" and heights ranging from 6-16116y" two 9-1 Qr_ Face -mount hangers Skewed face -mount hangers available in wdths rang 7 'o wid t 9/16" to3-9116'and heights ranging fronri to 1 14 1 4� Concealed flange version (SURC. SULC) availab r all of u ble clu in 2Xand 4X models; only acute flange is corical Face -mount hangers available- in widths ranging frorn 1 -9116"l 8" and hall hts rang Ing from 2-5/8" to 11-1f4" Prilduct Description Top flarge hangers available in will ranging from 1-9/16" to 7- 1/8" and heights ranging from 7-1/8" to 30"� Top flange hangers available in wdths ranging from 3-6/8" to 7- 118" and heights ranging from 9-1/4" to 24". Top flange hangers available in wdths ranging from 1 -112'to 3 5/8" and heights ranging from 7-1/4" to 24". Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4'tc 24" Top flange hangers available in welthe ranging from 5-1/4" to 8- 7/8" and heights ranging from 11 " to 32-112" Top flange hangers available in wdths ranging from 3-518" to 7 1/4" and heights ranging from 11114" to 32" Saddle hangers available in vv;dths ranging from 3-114" to 6-7/8" and heights ranging from 8-1/2" to 28" Top flange hangers available in vAdths ranging front 3-1/4" to 7- ltB" and heights ranging from 11" to 32" Top flange hangers available in Wdl ranging from 1-9116'to 7- 1/2" and heights ranging from 8" to 30" Saddle hangers available in widths ranging from 5 1/4" to 8 718" and heights ranging from 10-1/7'to 28" Top flange hangers available in wdths ranging from 3-114" to B- 718" and heights ranging from 7-1 17'to 32' Top flange hangers available in wdths ranging from 3-114:'to 7- 1/8" and heights ranging from 14" to 33" Top flange hangers available in wdths ranging from 2-5110" to 3- 9/18" and heights ranging from 18" to 26' Topftangejoist hangers available in widths ranging fiom 3-1/8"to 3-9116'and heights ranging from 5 3/8" to 13-11&' Top flange hangers available in wdths ranging from 1-9116" to 5- 112 and heights ranging from 3-7116'to 15" Concealed flange version (HUCTF) available for all model-. having width equal to or greater than 2-9116". Top flange hangers available in wdths ranging from 1-9116" to 7- 1f8" and heights ranging from 5-3/6'to 28" Top flange hangers available in widths ranging from 1 -9/1 6'to 7- 112" and heights ranging from 5-318" to 32" Top flange hangers available in wdths ranging from 144116" to 3- 5f8" and heights ranging from 9-1/8" to 16' Top flange hangers available in width of 1 -9116" and heights ranging from 5-3/8" to 7.11,14" Top flange hangers available in Wdth of 1-9116'and heights ranging from 9-3/1 &'to 13-118" Simpson Strong -Tie 2020 FBC Approved Products Updated I 2130rA20 For diroct Inks to all SST sippiovals Wed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mum Dade County Notice of Acceptance (NOA). CLICK HER 5 SET-XID Adhesive Anchor for concrete a Stiong-Bolt 2 (STB2, STS24SS, ST 70-6SS) Stiong-Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titen [AD (THD-H, THD-HMG, THD- H4SS THD-HOSS, THD-CS, THD CWS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available Win box head In carbon steel and Types 304 and 315 stainless steel or wth countersunk head in carbon steel and I ype 316 stainless steel 8 Titen HD Rod Coupler (THDi THD50934RC) Titen HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THUB371581l THIJ37212RH, Titan HID Threaded Rod Hanger for concrete THD50234RH, THDIO212RH) 10 Wedge -Ail (WA) Wedge -All Anchor for hiasonry ELMIMM .§W Product Model. Number or Name 1 AT XP 2 FT -HP 3 SET-XP 4 Strong -Bolt 2 (ST82) 5 Titen 2 P7N2) 6 Titan HD (THD-H4SS, THDi THD-CS6SS) 7 Titen Turbo (TNT) FIL111116937-I'll AJg_fi Product Model, Number or Name I X34B1016.5K XlS10116, X11 P10164K, X01SID16. XQiS1 016-4K 2 X1_Q1 1 4Tl 224, )(1-011401224-2K 3 XM01 14S1224, XMQ1 14el 224 2K 4 X01 1 4SI 224, XQl I 481224-2.5K, X1 14S1224. XQl 1 2S1 224, XQ11 121311 224-2K 5 XJ34SIO16, XU34BI011 FL#35320-RO it" ctModel. Numberor ULM 1 Di DSSCB46, DSSCB48 DSHS 2 FCB43.5 FC845 5, FCB47 5 FCB49 54 FCB411 5 3 FPHS034SIO16, FPHSD3461016, FPHSO34B1O16-5K FPHSD34S1214. FPHSD34B1214, FPHSD3481214-5K 4 LSFC2.25, LSFC4 25, LSFCO.25, SFC2 25, SFC4 25, SFC6 25 5 l LSSC8.25, SSC2 25, SSC4 26 SSC6 25, MSSC2.25. MSSC4 25 MSSC6 25, MSSC4.25KW, MSSC6 25KW 6 RCKW3, RCKW5 5, RCKW7 5, RCKW3S RCKW6.SS 7 SCB43 5, SCS45 5, $0647 5, 9r-849 5, SCI3411 5, MSCS45 5, MSCB47 5 8 SCS32-5197, SCS62-6/97, SCS02 51118 SCS82 5/118 9 SCW`3 25, SCW5.5 10 SJC8 25. SJC1 0.25, MSJC8.25, MSJC1 0.25 11 SS93518 12 XLSH3461414, XLSH7881414 13 XQlS1O18,XQ1B1G10-4K.XQlS1214 XQ181214-1,5K,XQ78Sl224,XQ78812243K. X0114Sl224,XQ114BI224-25K.XQ112Sl224,XQll2Bl224-2K,)(3481016-5K, X1 $1010, X11 8101 6-41K, XI 81214, Xl 81214-3 5K Product Description AT-XP High-Strengih Acrylic Adhesve for concrete or rritasonry ET -HP Epoxy Adhesive for masonry SET XP High Strength Epoxy Adhesive for masonry Strong -Soft 2 Wedge Anchor for masonry Trion 2 ScrewAnchor for Concrete Titan HID Heavy -Duty ScrewAnchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel wth countersunk head Titan Turbo Screw Anchor fortoncrele or masonry Product Description #10-18 Strong -Drive X Metal Seff-Drilling, Topping Screws with #3 Drill Point 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws, with #5 Drill Point and Large Ora hieter Hex Washer Head #12 24 Strong -Drive XM Medium -Head Metal Self -Drilling. Topping Screws with #6 Drill Point and Medium Diameter Hex #12-24 Strori X Metal Self -Drilling. Tapping Screws with I Drill Point #10-16 Strong -Drive XU Metal Solf-Drillingr Topping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Chip Connector #10-16 and #12-14 Strong -Drive FPHSL) Framing-tio GFS Self Drilling. Tapping Screws Sizel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Con rector Head -of -Wall Side -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self-Drillirig, Yapping Screws #10-16 412-14 and #12-24 Stronq�OlrweX Metal Self -Drilling, Tapping Screws (D cn -0 (D 0_ CL 0 cid -0 =3 M _C0 U) 0 (D M C) -0 -4.- M 0 CU > cn ,n E 0 L CU ,,0 -.2 U) CL < z z W mi E =:3 cz > 0 > L.- 0_ 0 0 L_ CL CIO L) M =:3 < -0 CL 0 cia UJ a. Ma SHEET NO. PA 1.3 I A A_ 11 _11 11 a) W -0 MIAMI- MIJAILI-DADE COUNTY PGT Indusnies. Inc. PGT Industries. Inc. > a) 0 PRODUCTCONTROL SECTION PGT Industries, Inc. C:) 0 0 1180;. SW 26 StreK Poom 208 DEPARnIENT OF REGULATORY AND ECONOWC RESOURC FS WM) Min-ni Ron& 33173-2414 NOTICE OF ACCEPT_kNCT: EVIDENCE SUB.MITTED NOTICE Of ACCEPT-k-NCE: EVIDENCE SUB11ITTA j" C�L = CU -0 BO-IRDAND CODE ADIONBTRATION DIXISION T,:786�P314-2;1;00 F(796,i�15-1599 1. Eildence submitted under NOA NOTICE OF ACCEPTANCE: EVIDENCE ST'B31ITTED D. QUALITY ASSURANCE CD a) CM C-) Cn 4.5 NOTICE OF ACCEPTAN-CE (N.OA) wwwinistunlade.revet"611tv prexious A. DRAN�T'�GS B. TEST S (continued) 1. Miami Dade Depanment of Regulatory and Economic Resources (RER)_ -0 co r� ; =3 M C/) W -0 Q PGT Industries. Inc. 1070 Technology Diin-e, 1. Mmufacturer's die draw, ings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS202-94 W C�A 0 0 -North Venice. FL 34275 6n0daed under A-0 _4.,Vo. 11-0107. 04) 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 E. 1LAXEIR-LiL CERTIFICATIONS 0 LL_ SCOPE: 21. Drawing No.'_NID-5570.0, titled --Vinyl Sliding Glass Door NOA (L.M)". sheets 1 3) Water Resistance Test, per FBC, TAS 202-N. I . Notice of Acceptance No. 15-0.5 28.14 issued to Vision Extrusion Limited r t 3� I g� - co 0 4� %.&- co This NOA is being issued under the applicable rules and regulations governing the use of constructionmaterials. The through 211 of -11. prepared by manufacturer. dated 10-`05,15, with reldsion A dated 4) Large Missile Impact Test per FBC. TAS 210 1-94 kite Rigid PVC Exterior Extrusions for N%7mdows and Doors". dated i ed CU C) > -0 E 0 documentation submitted has been re-.iewed and accepted by Nfiami-Dade CountyRER -Prodixt Control Section to 04CO517. signed and sealed by A. Lynn Miller- P.E. 5) Cyclic W ind Pressure Loading per FBC. TA S -103-94 expiring on 09,30,19. C/) be used in',NbaimDade Comy aud Qtherarea5whime allowed by the Aighgnty Hav=Jvti�,dtcttoa (AIU). 6) Forced Enli-y Test � per FBC. TA S 2 02-94 2. Notice of Acceptance No. 16-0920,08 issued to Vision Eximsion Lmiited fort VE Cn "o C U This NOA shall not bevalid after the expiration date stated be lmr The Nfiami-Da de C ounry N oduc t C ontrol Sectkm B TESTS along with madwd-up drawings and installation diagram of vinyl sliding glass door. prepared 1000 Tan 202 and lighter Shades (Non-X%-hite) Rigid PVC Exterior Extrusions for CU cf) < (InMiamt Dade County) an&orthe AHJ (in areas other than.Mia= Dade Coum,) reserve the right to have this I I - Test report on 1) Uniform Static Ak Pressure Test. per FBC. TAS 202-94 by Fenestration Testing Lab- Inc.. Test Report No. FTL 8549. dated I 106.15- signed and 111ndows and Doors'-. dated 11,08,16. expiring on 12,129,,2 1 -0 - - product or material tested for quality awtirance putp oses- If this product or material fails to perform in the a ccepted 2) Large Nfissile Impact Test per FBC, TAS 201-44 sealed by Idalmis Ortega. P, E. (rest report revised on 11,04,4 5 and 021,4 1,� 16)' 3- Notice of Acceptance No. 15-0528. 1_5 issued to Vision Ex1rusion. Lmiited for their 121anner, the unatnifacturer %vitlincurthe expense of stwh te sting and the AHJmay iminediatelyrevoke. mo dify. or 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6. Test report on I) Air Infiltration Tes;t� per FBC. TAS 202-94 C oated (Painted or Laminated) White Rigid PVC Exteiior Extrusions foi- wapend the use of such product or material within their jurisdiction. RER reserves the riot to revoke this acceptance. if it is determined by Mamt-Dade CountyProduct Control Section that this product or material falls to along with marked -up drawings and installation diagram of vmyl sliding glass door. prepared 2) Uniform Static Air Pressure Test- per FBC. TAS 201-94 Windows and Doors". dated 08' 1315. expairig on 0930�1 9- -ice meet the requirements of the applicable building code. by Fenestration Testing Lab. Inc.- Test Report No. FTL 871-1, dated 11-107.1-5. signed and 3) W ater Resistance Test. per FBC. TAS _10-2-94. 4 Not of Acceptance No- 16-0712.02 issued to ENTERGI Fenestration Solutions USA, This product is approved as describedlimin and has been dL-.ieped to comply with the Flomb Building Code� sealed by Idalmis Ortega- P_ E. (Test report revised on 0", 1 _5 "16 and 02-`2+, 16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their -TA N`3040 and Lighter Shades (N on-'"Iiite) Rigid PVC Exterior- mcludingtheffig ' h Velocity Hurricane Zone Test report on 1) Air Inh.1tration Test, per FBC. TAS 20.7-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 Extrusions for Windows and Doors" dated 0915,1; 16- expiring, on 01`04'"'11. DESC RIPTION: Series "-5470�2770A*inyl Sliding Gla ss Door (Reinforced) m'-wo 900 &- 1350 corners-L-11J. 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up drawiligs and installation diagram of vinyl slidme glass door- prepared 5� Notice of Acceptance No. 16-0712.04 issmd to ENERGI Fenestration Solutions USA, AFFR0A'_kL DOC 17NEENT: Drawm_gNo. NID-5S70.0 Rev B. titled VMY1 Sliding GlassDoor NOA (L_%-f)_ sjwft 3) Water Resistance Test, per FBC. E-kS 202-94. by Fenestration Testing Lab. Inc.- Test Repoli No. FTL 8-5-5 2- dated 12-04 15- signed and Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PVC'Exterior I thfough 21 of 2 1, prepared byinantifacturer. dated 10.,05A 5 and last rMsed on 021,'01.12 1. signed and sealed by 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idallnis Ortega, P. E. (Test report revised on 0215,2016) Emn-usious for Windows and Doors" dated 09; 15 116- expiring on 04; 16`20. 1 A. Lvm. 'Millef. P-E.. bearing the ' xfianu-Dade Countv Product Control Revision stanip with the Notice of 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 6. Notice of Acceptance No- 16-0112.03 issued to ENERGI Fenestration Solutions USA, "Wbite Acceptance number and expirition date by the',%fiami-Dade Counn, Product Convol Section. 6) Forced Entry Test, per FBC. i.�S 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their Rigid PVC Exterior Exn-usjonS for X% 7 indows. and Doors- dated Nlissin INIPACT R_-ur%. Large and Small1fissile Impa ct Resistant along withmarked-up drawings and instalLition diagram of vinyl sliding glass door. prepared 3) Cyclic W ind Pressure Loading per FBC. TAS 203-94 09 -'1017. expiring on 02.2 818. Limitations: bv Fenestration Testing Lab- Inc.. Test Report No - FTL 8546. dated 1 L'06: 15- signed and along. with marked -up drawing I s and itist2flation diagram of vinyl sliding glass door, prepared 7 Test reportsNo(s). 10-002-792(A). 10-06-M0517. 535753-09. per ASTrVIE-84. - I See table I (sheet 2) and table 2 (sbeet �) for applicable SGD unit sizes. design presswes. retuforceineuts qpes- sealed by Id-almLs OnegaL P E - (Test report rrvised on 0 1 .-104,16 and 02111,2016) by Fenestration Testing Lab. Inc.. Test Repoli No. FIL 6638 (samples A -I thru A-2-2). dated ASTNID 19219 and ASTNID-635. issued by EXOVA to Vision Extrusion for cellulosic gJass types- sill rlser (see table� B-1 & B-21. sheets 7-8) and anchor layout sheets requirements in I I du-u 16, 3. Test report on I)Ak Infiltration Test. per FBC. TAS 202-94 1 I'l 910- signed and sealed by Jorge A- Causo. P_ E. �Submdlted under NOA 1yo. 11- composite material. Rigid'allate PVC. Tan(iNon-white) Rigid PVCandBrown coated (Painfedot 1ammated)vkhiteRig;dPVCtobe 2) Unfform Static Air Pressure Test, per FBC. TAS 202-94 010 !1. 04) (Subinkied under.:%70.4 ,Vo. 11-010�04) labeled per referenced NOA's requwenwnts. 3) Water Resistance Test. per FBC. TAS 1-02-94 8 Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 Notice of Acceptance No. 14-0916.11 issued to Kuraray Anierica., Inc- for th& 3. Egress operable doors must complymth min clear width or height per FBC requirement. as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test, per FB C. TAS -102-94 --.SeutrvGlas I (Clear and NNIthe) IuterLayeC. expiring on 07,04:18. -of 4. Pock -et wa Us under separate apprcrvaL to be reviewed by Buildmar official 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 3) Water Resistance Test. per FBC, TAS '102-94. 9- Notice Acceptance No. 16-1117.01 issued to KurmyAmerica, Inc. for their LABELING. Eachunitshall beat- a pennanent label with the manufactluxi,% name or logo. city. state and series- am 6) Forced Entry Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 -'Trosifol111traclear. Clear and Color PVB Interlavers". expiring on 07-108.19� following statemew-.1viiami-Dede County Product Co=olAppfo-vW. noted herein along with marked -up drawings a�d ins;t2l1ation diagram of vinyl sliding glass door. prepared 5) Cychc W- ind Pressxue Loading per FBC. TAS 2103-04 W RENEWAL of this-NOA shall be consideredaftei- a reneiA-al application hm beenfiledand there has beenno by Fenestration Testing Lab. Inc.. Test Report No. FTL 8547. dated 12,0415- signed and 6) Foiced Entry Test. per FBC_ TAS 202-94 F. STATE XIENNT S change in the applicable building code negatimly affecting the performance Of thLs product s�aled by Idabilis Ortega, P. E. (Test report mvsed on 02,1516) along with marked -up drawings and installation diagram of .rinyl shding glass door, prepared I . Statement leliff of conformance with FBC-51hEdidou (2014) and FBC--6'b Edition TERAUNATION of this NOAwill occur aftei'the expiratica dateor if thete har, been a fevision archange in the 4. Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc- � Test Report No. FTL 6337 (&-amples A- I thru A-5). dated (2017)- issiled by mmufacturer- dated 0&`14,17. signed & sealed by LNmn Miller. P.E. natemds, aw. and'ot manufacture of the prodw or process . Misuse of this NOA as an endorsement of any product. 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 12-406,10. signed and sealed by Jorge A. Causo, P. E. (Submilied under.-YOAA-6. 11- 1 Statement letter of no fin� interest, dated 04-1 & 17. issued by iu�ufacturer. signed mi for sales. ach-ertising Or aj�y otherpurposes shall autonxilic allyterminate this NOA. Failureto coniplywith any 3) Water Resistance Test, per FBC, TAS 202-94 0107091) it sealed by 1,yall Miner. RE - section of thL- NOA shall. be cause for ternination and rensoval. of NOA� 4) Large Nfiss�e InVact Tev per FBC - TAS 20 1 -94 3. Letter of lab compliance. part of the above test reports. ADA7F_ RTISE-NIENT: The NOA number preceded by the words khanu-Da de County. Florida, and fc, llcrwed by the 5) Cyclic 'Xind Pressure Loading per FBC. TAS 203-94 C. CALCULATIONS 4. REK Test Proposal No. 17-0387. dated 05;05,17. swmd by Ishaq Chanda- P.E. expization date may be displayed in advertising literature- If anyportionof the NOAis displayed. then it shall be 6) Forced Entry Test t per FBC.. TAS -2 021 -94 I- Anchor verification calcul ations and structural malysis, complying with FBC-2014, done in it,. entirety. along withmarked-up drawings and irist2nation diagram of vinyl slidingg glass door, prepared prepar I ed by PGT. dated 12,109:1 5and last rensed on 021.15-161 signed and sealed by G. OTHER LN-SPECTIO'N. A copy of this entireNOA shallbeproaded to the user bythe manufactuter or its distrfttors and by Fenestration Testing Lib- Inc.. Test Report No. Fn 8548. dated 12;fJ4,1 5- signed and Anth-anyL.-Miller, P.E. (.�nbnthled underNO-4 Xa. 11-1210.01). 1. Notice of Acceptance No. 15-1210.01. issued to PGT Industnes, for their Series shall be available fat inspection at thejob site at the request of the Building Official. sealed by Idalinis Ortega- P. E. (Test report revised on 01 ;04.16 mid 0211116). GLizing complies with ASTME-1300-09, 70" Vinyl Sliding Ghiss Door (Reinforced) - L.111"'. expiring on 04..- lit-23I T'his NOA revises & reneirs NOA 920-04 29.05 and consists of thispage I and e-,idencepages E-1. E-2. E-3. E-4. E-5 & E-6 w, well as appfo-,-al docuarnt mentioned abot-e. The submitted docunientation was reviewed by Ishaq L C banda. P1. I-Aaq L Chaadm. P.E. lihmq 1. C`haud3. P.E. 'Unit Ishaq 1. Chauda. PJE, Product Control Unit Sup#rTisor Product Control Supervisor Product Control Unit Supervi:or VGA -NO. 21-0.105,03 NOA No. 21-0205.03 NOA No. .11-01.05.03 NOA No. !1420.4,03 CM A H PM C= Expiration Datei April 14.!016 Expiration Date: April 14,2016 Expiration Datet April 14.1026 ExpirationDate: April 14,U'.6 Approval DateAlarch 2F, 202.1 Approval Date- March 1.4Z. 1.0 2 1 F ApprovalDate. March!.-. Zoil Approva I Dftte., Ilarch Z'S.. :02 1 Page I E -1 E _2 E -3 PGT Industries. Inc. C GI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTA_N10E: EN71DF-N('E S1711ITTED INOTIC E OF AC CE PT.%_NCE: EVIDENCE SI'B'-\HTTFD NOTICE OF ACCEPTANCE: EVIDENCE SUBW_TTED 2. E-vidence Submitted under preiious submittal E. N1ATERLkL CERTIFICATIONS (continue) 3. New Evidence Submitted 1;. Quanex Part Super Spaces, Standard complying with AS1TJ C518 Thermal Conductivity A. DRAAVLNGS 0-881 BTTJ-irL.-' hr. -ft-`-F, ASTIM F 1249 W\-rR-Pass. ASTM D3985 Ox�gen-Pass� AST!N4 E A. DRAANT4�GS 1. Drawing No_"MD-557 0.0 Rev B. titled *-Vinyl Sliding Glass Door NOA sheets 2190 I-G. Durability -No Fog -Pass. fSubinined underpreviousA70A.-Vo. 15-0409 05) 1. Drawing No- '.%El)-5570.0 Rev B. titled -Yinyl Slid ing Glass Door NOA (LIVIf. sheets I I through -11 of 1-1. prepared by manufacturer. dated 10,�05.,15 and last reNised on throug�721 of 21- prepared by manufacturer. -dated l0i0515 and last revised on 02,01..2 1. 04! 2,20, signed and sealed by A- Lynn Miller. P.E. 6. Quanex Pan Duraseal complying with ASTM C518 Thermal Conductinty 2.212 BT[:-in.` signed and seaked by A- Lynn.kfilleT, P.E. hr.-ft2-`F, AS-INLI F 1249 WV"IR-Pass. AS"IM D 1434 Argon Pernicance-Pass- ASTM E Note: This revision coliststs replacement of same existing installation screw with flat head. B. TESTS 2189 I.G. Durability -No Fog. ASTML E 546 Dew Point Development -2TF in 48 lin. 7 1. Test reports on: 1) Aff Infiltration. Test, per FBC. TAS 202-94 (Subrit Ned under N 0.4 No. 15-0409.05). 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 7 Vision Extrusions- Ltd - Parts con4)4ing with PVC-AANIA 303-13. Voluntan, Specification B. TESTS 3)'V��ater Resistance Test. per FBC. TAS -10 1-94 for Rigid Polyvinyl Clilonde (PVC) Exterior Profiles for Vision Extrusions. bd.-VEX-1 by I. None. 4) Large Missile Impact Test per FBC. TAS 201-94 r mi('3iibi7iittedtinder.N'0-4.Vo.1.1- AA'.%,LA Feriesiration Exterior Profile Certification P ogr 5) Cyclic Wind Pressure Loadingper FBC, TAS 2103-94 0409. 05) C. CALCULATIONS E along with =ked-up drawings and instalbtion diagram of an PGT Industries.. Inc. 8- Vision Extrusions. Ltd. Pans complying -with PVC-AANL-k 303-13- L None. representative units listed below and tested to qwh�y Dowsil 791 and Dow sil 983 sihcones, (Subyt ifted under NOA A& 15-0409.0.51 prepared by Fenestration Testing Laboratory. Inc-, Test Reports No.: 9 PVC-AANJA 303-13. Voluntary Specification for Rigid Polyvinyl CWoride (PX7Q Exterior D QUALITY ASSURANCE FTL-7897. PGT PA`55 20 PVC Fixed W, indow (unit 6 in proposal). dated 09-,0114 Profiles for Vision Extrusions. Ltd_-V EX-1 by AANIA Fenestra, tion Exterior Profile 1. Mianii-Dade Departruent of Regulatory and Economic Resources (RER). C_ U) FTL-20_2107.1. PGT SGD780 Aluinimitin Sliding Glass Door (�unir 7 in proposal) FTL-20- Certification Program- 2107.2, PGT CA740 Alum. Outgxing Casement Window (unit 8 in praposal) FTL-20- 10- Notice of Acceptance No. 18-1217.14 issued to Energi. Fenestration Solutim USA. Inc. for E -INLITERIAL CERTIFICATIONS M 2107.3. PGT PW7620A Aluminum Fixed Wind aw (unit 9 in proposA) and IFIL-2 0-2107.4. their --Tan 3040 & fight shade (non -white) Whire Rigid PVC Exterior Extrusions for L Notice of Acceptance No. 19-0305.02 issued to Kuraray America. Inc. for their > PGT PW7620A Aluminum Fixed Window (�imt 10 in proposal) dated 0713,:,20. all signed AN'indows and Doors". expiring on 02.tO4`21. "TrosHotl Ultraclear, Clear, and Color PNB Glass Interlayers-_ expiring on 0 7 `0&24. 0 and sealed by Idalmis Ortega. P.E� 11- Notice of Acceptance No- 18-0122.02 issued to Energi Fenestration Solution- USA. Inc. for 2, Notice of Acceptance No. 17-0808.02 issued to Kuraray Ameria. Inc. for their their sele s - -White Rigid PN'C' Exterior E itrusions for IkA7 indows aad Doors". expirmi 011 9 "SentryGlast (Clear and'"lite) Glass Interlavers"_ expuing on 07,04,23 > 0- C. CALCULATION S 7t, 02 . 2 8 ., 2 3, 3- Notice . of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their - -Brown 0 0_ I Anchor verification calculations and structural analysis. comp4,mg with FBC 12. Notice of Acceptance No- 20-0203.03 issued to Energi Fenestration S-olutlon- USA. Inc. for Coated (Painted or Laminated) N17hite Rigid PVC Exterior Extrusions for Windows Edition (2020). dated 04,22,210. prepared by mani facturer- signed and sealed by their '-Bronze & light shade cap coated White Rigid PVC Exterior Extrusion's for and Doors". expiring on 0930:24. 0 Anthoriv Lynn N-filler. RE Windows and Doors", eV.ihng on 041625. 4 Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Linjited for their series 2- Glazini co��s with ASTM E 1300-0-1. -09. -12 and -16. "VE 1000 Tan 202 and lighter shades (Non-AVItite) Rigid Cellular PVCExterior D. QUALITY ASSURkNCE F. STATE-31ENTS Extrusions for Windows and Doors'-. expiring on 121292 1. 0 Miami -Dade Department of Regulafory aid Economic Resources (RER). I. Statement letter of conformal ce to FBC "7d, Edition (260210), dated 04,221,210. issued by Miller. manufacturer. signed and sealed by Anthony L�mn P E. F. STATE11ENTS E. 11A T E RIAL C E R TMC A TION S 2. Statement letter of no financial interest and of independent. issued by manufacturer- dated I Statement letter of conformance to FBC "' Edition (2020), dated 02,01:21. issued by (D 1 Notice of Acceptance No. 19-030:5.02 issued to KuraraN America. Inc. for their 04 � 18.`20, signed and sealed byAnthomy Lym Miller. PE. manufact -urer. signed and sealed by.Anthony Lymn',Sliller. RE. Trosifollt Ultraclear. Clear. and Color PX-B Glass Interlayers". expiring on 3. Private Labeling Agreement document 6etween PGT. dated 03.30.1-5 and signed by all Private Labeling Agreement dated 03,08,21 between PGT Industries. Inc. and CGI CU 07,0&24. involved parties. Windows and Doors Inc_ signed by Dean M. Ruark, P.E., V.P. Engineering. on behalf of rn 2. Notice of Acceptance No. 17-0808.02 issued to Kua-aray America. Inc. for their ".Smni-Glait both companies- < (C lfarmd White) GLiss Inteilayers". CXPHMv on 07;04,223. G OTHERS 3. Notice of Acceptance No- 18-1106.10 issued to Vision Extnisions Limited for their '"lite L This NOA revises'NOA# 177-0420.06 (P`v7w,-CGI) and updates to FBC 2020 (7,"1' Edition), G. OTHERS Coated (Painted or Laminated) Rigid PVC Exterior Extrusions exp iringa 0 4.2 111 1. This NOA revises & renews TNNO.0 20 -0429.0-:-.(PLAw,,'C.Gr),e.xp4iagO-4,'14.,"16. for Al'indows and Doors". expiring on 09.30"14. 2. RER Test proposals 49-1155 dated 01 10,120 approved by IshaqI Chanda-P-E.eXpifing 2. The cun-ent associated PLA. CGI file #2 1-0205. 01. cxpinug 04.114.,216. co 4. Notice of Acceptance No 18-1106.11 issued to Vision Extrusions Limited for their 0+1 +2 L. series "VE 1000 Tan 202 and lighter shades (Non -'White) Rigid Cellular PVC LU Exterior Excl-usions forWindows and Doors"- expiring on 12.219,221. < Lhaq 1. Chanda. P.E. Ish2q 1, Chanda, P.E. Ishaq 1. Chanda. P.E. Product Cou"al Unit Supenisor Product Control Unit Supervis;or Product Control Unit SuperTi�or N_0A No. !1_020S.03 YOA No, 21-0205.03 < INOANO. :1-0205-03 Expiratioja Date-. April 14.20!6 Expiration Date- April 14,2026 Expiration Date: April 14 ', .20.26 Approval Da to.March 25. !011 Approval Date,. March 15.2021 Approva I Date: Nf2rch 2;, 1.0.1 1 E -5 -6 E 4 SHEET I NO. I I March 6, 2023 PA 1.4 MIAMI- MIAMI-DADE COUNTY om PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC WOO DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcet, 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 SUBMITT NOTICE OF ACCEPTANCE (T wwwaniamidade.2ov/cconamv 0- Cast-Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 -0 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 c:; Seffner, Florida 33584 1. Drawing No. FD4612, tilled "Precast and Prestressed 1, intel Details ", sheet I Qf 1, I . Drawing Alo. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", s !* prepared hy Craig Parrino, P. E.. dated March 24, 2003 and Drawing No. L T4612, tilled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612. titled "Casi-Crele 4 6 " & I SCOPE: "Cast -Crete 4 ". 6 12 " Lintel Sqfe Load Tables". sheets I through 3 of 3, prepared b� 1,74612, titled "Casi-Crele 4", 6"& 12" LintelSqk Load Tables",sheets I Lintel Saft Load Tables", sheets I through 3 of 3, last revision dated 0611 1 a 11 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 datedApril 28, 2003 both through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E,, an 08/19114. The documentation submitted has been reviewed and accepted by Miami-Dadc County RER- Product Control drawings signed and sealed by Craig Parrino. P. E. 'Zo 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 March 22, 2012. B. TESTS (AHJ). 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Liniels 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 qf(13) concreie lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (in Miami Dade County) and/or the Al IJ (in areas other than Miam 1 Dade County) reserve the right to have b , 1, , Applied Research Laboratories, Report No. 30404A, dated 04,110103, sigtied and 1. None. 1. Calculationsfor Cast -Crete Lintels. dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to pffffirrn in the sealed by ChristopherA. 11anion, P. E. C. CALCULATIONS prepared bY Craig Parrino, P.E., signed andsealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense ofsuch testing and the AHJ may immediately revoke.. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami-Dadc County Product Control Section that this product or material 1. Calculationsfi)r Casi-Crele Lintels, dated 05129103, 207 pages, prepared ky Craig D. QUALITY ASSURANCE 1. Miand-Dade County Department ql"Regulatory and Economic Resources (RER). falls to meet the requirements of the applicable building code. Parrino, P. E., signed and sealed by, Craig Purrino, P. E. I . By Miami -Dade County Department qfPermitiing, Environment, and Regulatory Affairs. 2. Calculalions for Cast-Creie Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P. E., signed and sealed by Craig Parrino, P. E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 411,6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Qualiiv,�yslem Manualfior Cast-Crele Machine Made Precast Linfels revised on May 1. F. OTHER 1. Letterfi-om Cusi-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 (Ind sealed Parrino, P. E, certifying compliance with the Florida Building Code, 2014 E dition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig ParTino, P.E., dated March 24, 2003, last 2. Casi-Crete QualitilSystem Manualfor Prestressed Products dated 2002. by Craig Parrino, P.E., cert�fying 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 Filition. 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, tilled "Precast and Prestressed Lintel Details". sheet 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. tilled 1. None. B. TESTS County logo. "Casi-Crele 4 ", 6" & 12 " LintelSqfie Load Tables", sheets I through 3 of'3, prepared by 1. Alone. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P. E., elated March 24. 2003, last revision dated March 11, 2008. B. 'I'ESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. Alone. 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 Count), Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department qf Reguhitorl" and Economic Resources (RFR). 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 Count, Building Code Compliance Qffice. be done in its entirety. 'I E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and I,. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter wilh the Florida Building Code, 2017 Edition, issued �y Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P. E This NOA revises NOA N 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, EA and E-5 as well as approval document mentioned above. LA .-ygelmy A. Makar, P.E., M.S. �Mclmy A. Makar, P.E., M.S. :�/Helrny A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. MakAr, P.E., M.S. Proi�t Cont'rol Section Supervisor Pro(i�ct Control Section Supervisor Product Control Section Supervisor ANOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 MIAM14ADE COUNTY Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page I E - I E-2 E - 3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (D U) CD > 0 = a) 0 %_ CL 0 _0 0 (D C_— CL cu -0 CU 0 —cu -0 0 0 E. —0 = = CU = 0 .0 .4- CU %,- 0 CU > U) (D E 0 CL !E C/) CU -0 C13 -4.- W < z W mi 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. Alone. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade Cowny Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatoq and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS E _40 1. Alone. 1. Alone. =3 CD (D F. OTHER F. OTHER C_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition. issued by Cast- U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 2. Compliance Leiter with the Florida Building Code, 2020 Edition, issued �y Cast- 8. EVIDENCE SUBMITTED UNDER PRE, VIOUS APPROVAL # 19-0130.14 Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. > A. DRAWINGS C) 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino. P. E.. dated March 24, 2003 and Drawing No. > LT4612. tilled "Cast -Crete 4 ", 6" & 12 - LintelSqfe Load Tables ", sheets 1 0 < through 3 qf 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated.lune 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 0 1 . None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. �y Miami -Dade County Department of Regulalon� and Economic Resources (RER). E. MATERIAL CERTIFICATIONS < 1. None. O_ F. OTHER —0 L_ 1. Article of Conversionfior a name change, M UJ C;4ielmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor :z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E - 4 E-5 CL March 6, 2023 SHEET NO. PA 1.5 �land .1 IiNL j.1i,k.." &jII11L_ 11 '* -ILTECO PRODUCT RVALUXtill RE 010' 1111 10,0�14-01 2 EBUDJJCT_EYAIJQATZcNRMWJ:_NO. 20-Ill 3 T lifllliic".� Z TILLIT TESTING A ENGINEERING CC I TEST REPORTS. 22- . Q. MATERIAL CHARA9TERISTICS AND SPECIFICATIONS: ___ - wAm�RA rrt.fiT,m.,�i' - ttitcVI(eaul.com Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on - ..PL. I.- 1. ,V7I 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing ,, I A L.11.11.1, N-711 ar. 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 # 96-669 dated OB/Cg/1996, #96-570 dated 09/18/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. PRODUCT RFEPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, -EVALUATION P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No, 7. LIMITATIONS AND CONDITIOINS..Of USE- REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: Ju)y 28, 2020 Tensile test report No. 9CM-197 by CC Metallurgical, Inc., dated March 13, 20W, an sheet 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGOIRY- Shutters signed and sealed by Frank Grate. P.E. prepared by T11teldo, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY- Stornit Panels 2,1 STRUCTURAL ENGINEERING CA GMLATIONS. - 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 deflned on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maxinium anchor spacing vs. design wind load and panel MANUFACTURER: Qk" ProtagoftproAuds-ux. length based on rational and comparative analysis, ana in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., 7.3. Product shal I only be Installed Into poured concrete, concrete block, and wood frame structures. 4800 S.W. 61 Street dated 11103/08 and 03tl 2/15, signed and sealed by Walter A. Tillit, Jr., P E. Davie, Florda,33314 1. PURPOSE OF EYALUATION: 3. MISSILE IMPACT RESIS-TANCE; Product Evaluation Report prepared by Walter A. Tillil. Jr_ P.E. (Florida License This is a Product Evaluation Report Issued by Wafter A. Tillit, Jr., P.E. (System Large missile impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. ",%okillifighl", 61 G20-3, Method I D of the Florida Department of Business and 4. MIND LOADS RESISTANCE4 ol' N T14� ',to*, : ..., /,;,-% Professional Regulation. __ - 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �e%��? ... 0'' -, ... �llt. f��.' \�C, ,N "'I.. %I This product is being issued an Evaluation Report as described heroin, and has pressures. Maximumpanel length shall be as Indicated on sheets 8,10,14,15. 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 1. 1 ; . - '. - ' ,-� lio 4 1 7 .. B 4�- ----S=- �_. 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 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, I 1*1 _', .1 * 2 � ; = _-, .ty - ;IZ. I .1 ,� . `�,jk,<., at least equivalent to that required by the Code. 14,15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), ,,�F�, F " 5 .1 , "A"" ...... drawing No. 20-176. 1 : ... �Y.1_ ..* ' This Product Evaluation Report shall be subject to review and revision In case of 1. NA-,l*' , , a So idling Code change that may affect Its limitations and conditions 5. INSTALLATI N: Ill likillik Installation shall be performed strictly in accordance with details indicated on 'L 1. E3flDENQE_6M8M1TM- sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Docurneritt VVATLL D � TILTECO ADMON RECORDS � P. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS. LLC I, 20 GAQE 2.1IA_l?fi=.VQTY_-VALUATlONI DOCUMENT (P.E.D.I* (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as GAL VANCZED STEEL STORM PANELT, DRVVG 4 20.1 76 � REPORT 0 20�0728.01 - Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8. 14. 16, 26 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 ol 26 prepared by Tifteco, Inc.; signed and sealed by Walter A. (P. E. D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part R,J,lp,ls ill'il ",%wilitIlIffif", Evaluation Report. %%,%,%I ,*% ,,,i;_ P� A. t14 I �1�0, . 4" ol iik P� T14411 %, ., 1� 0, -,X ...... ; "'. ... e 0; ....... � / ,� " ,,CEN "... --'4... V e . ;%,. * 'y It � ..... - I/ .�� - �%I - ,,il \,\r,EN,9e --. . w , _ .. , �� . .� - __d _ .. I., - - _. sz- -'� N t.. S - - o. 44167 .. = - t- oa� - .T �� - .. _ , . -2 - i� Nb.,44167 ' I , - " i I I- - . __= *: = aq zt,"".-S, � * ; . .*3 _,�,�, � , * * . -,� I,* tI " ., = I �'. , , , = A..— - - .. - - 1� ;4,E ,e . Z , -A 10. , .. Q7 f � - -s -ic,- 40DIO, I / STATE OF ,.",QZ 1 -_ -_ lq� T,, W. A, t" I Ell I ; - - -$, O�, .. I ORID 0 IS .�S, I , . , -,. ss..... " :0 0 " .. I X 6355 N.W. 36th Street, Suite 305, Miluri, Rntida 33166 - Phoiiie: (305) 871-1530 - �, - �Wl .-`��, -,,. F �\ .e ............ �� 's *',,,,,SIGN A, li: ,�," '0101mllokkok `EUU,1100100F�r 11 it _____ -----.- - __ - --- -_ , -------I rENFRAL NOTES: 8 T) IN f,ASC t- PPLIAlI' ST-t. (14 FIRCAST L.W�NEIE INSFIS 571.�Cll IR AMD to'lVit'S Elf OV-L- '.IN -�L 110111,01M = 1MQE_ Zxt�Ttlto WAI ANLKIW� S-1 fit Lr*G ITTINiTIG-4 UO RfAFF, Ili MAN �'Ehll TOW REFINE '�,�rl, PAN,TLs I VooM PANEL '.H� ON THIS PRODUCT fWI)A�1A DOC.O.Ithl HIED � S j)CE. �V.,Ittj 10F. I-C)MPI N ANC .oR"" &-L L Elf A 5 ME Nno,l(D IN 14 1 ) W, If, F; ? T C O - QK - I A, ADANC( WnN T�t �02,j fti� ED11ON) Or ME FLORIDA fll,itl`,N� , �, Q LK15IN-A WWD _MfN. SPILEFIC. ok6,17"t. , � �l SI I A"C""PS. " -�-"Rf' in' ' ' - ��'U"JTF�. 'IC - ;/ AF`(.�� DESICN WIND LOADS 5kWL Ek DEU�NIWD AS PEA ttFCT1ON k6l(,or THE AUUW NILNITJONLA) UVOIT. I.", WiNO VIED &� REWIRED al nit �UMSNCRO?4 MITRE INESt SN�TTEEW, WKI K N�TALACO ANO ,_ o PA EUVII FEMAT_F It, Allo, lmlt_�11 11,1S ANC."IT-1 .s MVI.(i,N§41 W, IF- �,W;TRI'Cn-.t. fI ;OR �& CA EIFKITCtFONAT� FALIVP Kd-C R! IJ�IN(; ASC( 7- in ANO Slitll� INcIT FXF.�vU INIF MA"MOM (A s D I 1/4tf T�' S""' ' PER " L'!' iAbll.;N UkTES�Vftt RAfArS NIXATED ON SHEVM ' THIEW Q 14 I!,. ITT TO A 70 ,/', . � 5/p' W""C' R"s"INC <' D'S'PIEUE' "' A" .IN' `:P`W`r DOLE At "`tC'AF'( t.t' IN or,"m to vrf- nit Ao:,,it CONDITION V( INLAO, EX!SFGN NWO I CAO� VrTrR%NNEE, PER A3CL 1 - :6 � - ; MINIVIOM t.-CADEL) iILNLINAIIQ� WO W"� �1# TAPMt, ANCHOW, bHALi KW 1 1/9' ANC 2' FOR GCO rANUJIM11 �'L 5�14A 91 FIRST AIT�CED 'IQ A 5 0 VUsWN ONO LOADS orf LAP.nMr.Wt THEM 6', I) G N CREEK It, AND PAI,ki"f 111IM&L 11) CO.PME 11ILSE W/ VA. tASET) Of7IRG� fTSITRIF R."NICS .NCIrEC CIll S14ti 15 I CIIEI IT' "I "L ,r '9 & ;,n I .', .1-1. 1"RINAD PY.ETRAI�10. ,)r ,.0 SLTnW I-o Itif *odx ITRAME �Sfl stwl OF. I/?- NU 11�1`&Al) -,', 1%.,PDCT, IVE141 - ANT.-- 01 1,�* ItV A�� T' 11� WIRE .0-1 tll(N� �INUSSjLj, A 53% .1.81&'�j IN ��IOAFARI , E,oc, ., ION MO InICCO I— of CONE�Cf.LO 1� PAPI DI T.1[ .EQ.,',�i THIFAEff'.. �F.(,. 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' f L)14�r� 'j"ll �,l K ' ' �'_ .r .., , Ii, ,,T 7111P - 1 - a : 20 GAGE GALVANIZED STEEL 57ORM PANEL '. s � I AN - 4 6 No 4 1 7 L� . _ ____ - R �� ,�At It, & SOLD -SET, ANCTIW; ,'I&.� M IWWDCCr, 718' INTQ 7Hi CILAC-f ,F_,,i.K r .(-, [mat - S � o9AL PROTECTION PRODUCTS, . - __ -NT - 510OX, �,.I, FIT -1RMT,1V �,11' IF 10 1CRIL.1 IlIt" s-Al FF - I 12- 1.1'1� �N,NTIN ,-��.s al.1 11 - : - I- LLC.i -Ilwn? V. - �u :vw- -A - � , -r. L-1 i z -0- -1 Nc -, � t 1�;', 71 ; MIN�IWJV f1lo WNL' trlti 11 IOIX�` -1 -a *. , F` - . ___ __ - .P. - "" - , - 1* 11 I- �14r or ; r n, � - . 11 Is or, � , t), . -IA: - frv- __i__1_.Q_1�W.c61w"; I 11 I `� 0 ull, ..", __1P`;_ ,wr 'k -- 'I I .- "'X"'S ".")NW_.HT' i 20-176 . ��,z . -=�l-").�t.::'t-=,".�`1 T-_-1 -- .. - - ------- �_ - - , <V . .. ... I� - '1111'1��?N A., I , ", � I - -- ,I,, U.,_,".-, -- A .1 �� , t , .., ,�, , � A ,�. " - it ;�72 � I - . oN _pz .,., . ---,-- - __ ____ __ ,.%% `0 I - I - 1 ____ - I ------- _____.__._ _ - _ -------. ------- INSTALLATION DETAILS [M EXISTING POURED -------- FOR REGULAR ANELS -CONCRETE OR CONCRETE BLOCK ____ "'t & �JA STRUCTURES . AMOHCWt -I I �. A� � IML -C.WVU ON SNOUTS I RHA", a) CO.Cor"U. ANCHOW15 ISCE - - SCITUXIL � I "I . ,�� 9) . 61 --I-- I ._1 � ". 11 1. � I .-i - �-�tj � ��L - /.- - � I ! I I Eirl SCHECIVE - "I I sl,rm 6,-.) \ - f 0 " , � " , I �, n I C JJ11 N EX'SI.G 10.11170 ,� CONCRICTIE ITECTUREID, � - 4: � 1 � , .! I I ', \ I � I� '' I "", "I'll . _TF- i _VW _,,,_� 'I' J MIT'. co.c" ANCHS"K, - ("NET WHEETS'LC ON - 1 �4,';- SNELI, A INROLTIll, .) rv� _\ i� . -1 - I �_ �---- , I' - �. � t, , , � ! ___ ...- � �. \ � I � E.MnING PCJRIED I , 4 � CONCREIE WW"I i _1 \ I - - 1".. - C",�t",/;;It�--- '�";.r,,, -_ �,�,:� . ,C_:� Fp " - .. - Z� I, V - So. , ." .1 - �_` " , - � �7__ I I cmw ED L 0 � ; Cool'allk . : 0 I : ! 9 1 � I I 1 f It D � t � I FOOTING Ww"Ev ;__ -A-* - E V ; ��! �1� - � .W*M . I I ��, il 2 ,!�, �- I � �� : 44 .,., .S.".., I - 17 X 1 4 IT � = It : , - 6 : , - i i I I I , ; t ZIP.' ;Z-,V. X I . ; I : � I I 6i I A : ", "'Ro"' - , -1 - HEL [ . I I I , O'lo, SMI - . 4 I : IVDE, pw at FT I - -, " ! I `_,", " I : 6 , ,� 1-11 ! '.1 �"" - ; "". __[ I T 11 � I la. I 1. � ; � I J) � : I I - ViTaVal � I-- I �......._,, I& , , I - " (I 1 � - � .1 I I _', I � , 1,�.".", �� , .1" ! I X I � � . =Na -! - 1. -� . [ ; C, ,� - 11 - a-,-- I - " I . - : . I . . � I I � � : . � I . : � � I : Van't - , - I I -- ! : 5 1 "=q-: i n t" : ; I I t:1 !� ; I � 1!!, I � . r . I 0 ; I I I . : : I F I : . " (D I � - : i I I J ; I : ; I : 1-1 � i : : 6, 1 : _r_ - I I - - : ; I 1 1 4 1 1 I � �� I I! � : I I IF 151TING -OMD I 1) =PETT CA I ! CONCRETE RIM', I I 1VOLRAEL, I . -. -,; i I i i 1 IF I .'/-' , 'W 0 1 'E'lle, ,;"K, I , �,,I,- , t. " i- � � i I ; : ! ! I ilmll.' . - - FF I : 4 ', : ! F-M, .. I 1 - , I �_ i '! I , . : it,_11 I I . 1, I I . � , I I I : � tRSTIW, POURED + -I CD 11 .1, I C � I OACWE 09 1� I - - I " ,, -_ - OWRETE Racc. � -.:; RE KID I / � * Urett"/W' ,,,� '. I - I I =we I r I I I TrN,V., F, - - �_ �EI - I,. ! I =- .. F-1,11w, POU"(1) I IT I I 1; 10* D, * : I C r no � � Lit,NCRUR BLOC% � I � _r � REWIRED - . - -.-.- , /2, 1, I I ',., . 1 i Z 950 . , * � i L_411--1 - - r i I 1, � _: . i Z4: . . kz: , I : I .If, , � I" .,.7 , ", -, CPSTIT NG 1.0'.,of 0 - _ D, I . r2c'- - CINCRIETE -1/4'- lip . .. � _ - " - 11 .." . , i L_ , � , I REV.AKD I , V_ :� 19&I r I -- Cw"ETTE 4, co,clnm ANcIon - 0 . . 4 T� _NCINT!, � IW. 1 vN,-V = . I , - I , a .'DrC COMCISIT WoCtCoS ,4 :,,'a - 11-r- SuCalosr, ./ S.R., I I - . (�) - (XX SIC N - (SVE SCHCo`,E M I C_ , 1211 iak SIDIECLU 0", iI�' IT- ."; . (SEE S041�`U: ON SNELT!t 0 YTIQC�, al SHICIM'S 9 TNROLOI .1 SHEETS a 'NoTOM. 0, atirm a h�� 0) WALL MOUNTING SECTION 1 G A11,J10 MOUNTING BUILD&WTING ALTERNATE I&W MQUNTINO _ _4 scALT -318-,- SCALE 31A--' SCALE 1/8- SCALE 3/5- 1, ; ; I � I S E.D. - EDOF DISTANCE � -- . .- � I- I.-,- i I SE, SC14EDQLF ON f , f -) � l- -,� =--- i I S'L a St 2) ! I � 6 _EM � - : : ;=/� i .aT. ;I - ; Ll� I NOIL F'F- QQI&1hM&_QL.SLJM . . ICITI- : : (" "r D, . � 11 0,0IONI'll ... ,,, TOP & ETOTTOM MQUITFING�t CAN Or I I : I I I- i�_ 40 4 �R A. r/1 COMBINED IN ANY WAY TO SlJJ ANY 114SIAALAIION _L ,c,.,, , 1____. .. , �,,,, ...... /,'\ L ) ' L � � I , ': , ....��6 . - lils� -.�rs ETT.STINC I OON`o , _- ., ... FLORIDA BUILDING CODE (High Velocity HIM Icon* Zone) . .Wl - Ii. - . IT D I.. RFOUMD I 1 * : ... IF : 7 = MM UIUM - 20 GAGE GALVANIZED STEEL STORM PANEL I I " CONCRIL-1 ANC"W1 (sit SC,KLou,� � S��, a INROLCH al : - * 2 1 ' - I' WE ,p .': * 1, - SO'. � % ;e .. 1) -- - - - Rlo�lI& I -J� , --- -- F ----..- ________.__,___4___ , I \ GLOBAL PROTECT ION PRODUCTS. U.C.1 " , , , ilLIECOINC "OR SHIM roo., W -1:12/3- , QEIIKI AND 911,19IIIN9 eN I M 1, ...... .. ., .,��,/ �AL E _;"I ,,, -__ SW b, Naff-+Tifioi & Imawwril" comoomr, , , 1�111(r -.::, -W T!!tM -I�Wd=`!�r'%� .11- V.-IMM-1w, I I llr__ 2 SCALE 3/1-'- , 01,11110 - __ _ . - __ �_0001110 .. - F _ �� _77 - T��__illl" _ 4 �O�1,76 . . _ __ -_ - - , " " I'll I TO - T_ - - -- -1 - , IT , fi �, I! 1�1 - I - I � - I I ____ - . WALTERA. TILLIr, JFL, P.E. REPORT NO.: DATE: / - / I I L I EEO irsq\c - TILLIT TESTING S ENGINEERING COMPANY __ Mrf VIDIMMY10-11114MV III LIX 1111-0 DI 10) R 1 PRODUCT CATEGORY: 20-OT27.02 July 27, 2020 Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global M1QV11MPrQdUdz..LLC 4800 S.W. 51 Street Davie, Florida 33314 tlltmXa I ,jim fcom , . Ir T-l", ,ltiltt? I L -, L - � )DM'O 1. PURP SE OF EVALUATIONO This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., PIE. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3, Method ID 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 2-EYMENCE SUBMITTEDN L12PRQU - - EVALUATION DOrAMENTAPSEaD-S), Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 1 8 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inte%*r. ",,'44,ill Evaluation Report. 'p, ,�� _: ... Z/,,-1",,. -1 �� I- ... V_,k . 1-*�.,.-'1',,\r,ENS",%.,'P JI I .- _-tIi-- Z � * - - . e,:=,7, -i ", I- -�l ;1, -Z, .1 dr. .-1167 . = � 1-it"Pli",�,.- * �*� ___. __ st __�7ATE OF; -'- 2 . I.C. 1�. It 4 f �Ct I - ' . ' I%, 0 � �-- - ..'.""t 0 R I Z - IF , . . r s , ',' -'� ;N' . ,� $6 6155 N.W 36th Street, Suite 305, Miami. Florida 33166 - Phone: (305) 871 - . e� b .. ,> -1531 ___ -,-------------- CQ_4P_Q_NJFN_TF R REGULAR I_ & LIFE SAFETY STORM PAN IEL � (5CALE 1/7, 1 -) - Is 198' (TOTAL WIDTH) - - 15 IRS' (TOTAL W%)T4) - - 12 500' (FFFE"14 FROIN) - - 6 ,/.. - -_ 6 25C, - I - I 3po- - . -1 3',O* - - 0 . - . 5 0 . T3 IS I t!ioo' I , , - -, - -, � ", 'O . , 1_1�: I I - 1 350* - , - - , - - - , DOM' WIN Ito" - 1 350' - . " QN,IMATZED STEEL I �- �tl--,� I 01 - - \ 11 / '1_+__, " \ 0 D.%* IA. NIC I �, I-- / HEMMED 1 �50- � 1l"""`"`T"N I I ?W., / I L "I " $4. \ ,.--�, I I AM 553 / I I% , " So moolau., ItIMMED �__ I , I , " ,�A 2 657* / ,, I CAIVANTYED STEEL \ / EDGE , � I ' /_1 . 2 ASI- C -80 CALV/ EDC1 �, I 2000' 260" 'e, NEMM(U ryp .-, I UDCE I "I 1, I Vin, A 6%) � " ",Ar,r % �:. , , I-N ) G-63 ItAtl \ S, I I / ". OltAIL J I T' 2$19" X " MEMMET, EYE, \ I . \ I EDGE I OC`EAXL A. I / I I _DC . TAIL - A I � I . 4P If ` - _/, . - I - - � ",_ - � LWAIL A \ 'A. " 4TUff +--( I _ I - - 3w* � I Sk - -1 I L - 5250' - I 350-ti 1� . PANEL 0 END STORM PANEL - 2 157* - - - I . , - , - . I.. - '� I . I ��. . I . � 187' `1 1-wi �5 INTO L, 1_. , I W/ � wo, FOS, .,. ,� I 1-1 " I ,� " . -,, , , , , I [ I 250 .1 11 �i._ '10, FT 0. I i - Or - I L___.___L_-JC - � . -- -rz- - �_- 4 , : � �' 1, "' 3.315* 1 09 I , , : " . i. 1 � 09 I ,cu- Tta 12 " � ; I .,lao. - � - - �, i�� ! - _' - I I I - .� � � i I ! 09 3' � I i 1 2 ow- I ;�4�'. - 20. -. "bo: - '.11"""t, SEW ij�: - .2b SS SIM _11, SS 84TRIKII INO, - I 11 , TO V�CtE 0 , 1�1 n/�1.01 Fl; I/.,- Oc - - I 1_11�� - I . I . I 5W, 1 - � + , 'CO, �' - -, � l. 11 " � -]I- . 2 125' 939* 032' STE I � '/ C �'10` - � __ 093-1! =---- . I 11 2 125' 1! L ciff AL I I -, _ ____ I , "" 1_ _�- "I,'" HEM`Wfr� � i �� J �� It a j375' � "-I,, I I 175 . $ I I "I 17T�'. -_ �� I - - -_ f I I I - .11 .; R. a , ! J75 � .130i%� I , � I -_ __ --- � - iv�� , J I . --- - Mo. - I I � -1 500, I - $,Wal - ISOMETRIC VIEW DErAIL / 3.. - !N (,),, _30' <` Pollom.n conNER a clorts cor PwrL'S (3), - W ODO, - "Al ft. I- 2 ODO" tND UP Wit HEMMED COC1 T (� *U7-HEAM (�) ANOL 4� ANGLE WITH STUD # ANGLE WITH IN S) REVERSE STUD I -] - i �AJWUI %1A W ___ f I ;/,. & 2". �_ I IF 344' I F : 39Q' . , - lop IDSIE OF PANEL ,� 374' 096. $88-1--. I , , , . - M- ' , I., !"'-' _31,0, I ' I . '50 � . _� 1-25" , -.-M. W. Stairs, i tt/. , I STUD .11111) to I 1 407', 06 615' 1 3ts-�,� ,..ID . � I I , 37 �'! . I 1 083' � ", ltnv i I I , 871 . I I �" __ - 1 I 3l, 1 FU062' ,,�, , S". � , : 1� ,P '�'. F ANULS 0 12 1,12- CC , _ I , - f O.� 1 MI *. NOLIE 10. LOCATION A' I - - ! (3, � 093' 1. if. - - I W5, T" Owl- P-El OADETTLAP 7(m. 957' I - - W, � - C5) KEY HOLE WASHER � i , __ .i25 . .- - . I L.�___ :!�.ti-25,_ I "". / ) - 2 aoc' - ' I I - - .004' TY`Pl ) , - - 063' ____ - - � - *F* TRACK ANGLE 60 (�� SZa* '17' TRACK (7) FLAT PLATE � l.. ... �5- ,� , 0.036- (la,,) _ 094" ' I "IATF/F0 SUEEI ., ,, " , � ) ,,.,, �, , - I � � I T -C- -.-,', ,,"... � �_�, - 6 IS'. I � �, . -1 .�4*. . . 8 ! ", I '083", I , I � "'HIIIIIIIIIN . 4% I �, ) ,fZ,;� h. TIQ;; , z IN . ..... t..... 't, , . fli�...,',,�cENSe"-A . R, : I ' s WITH STUD � , I - ' 3?5' 1 � , - : - I . o. 44167 . . I I �N nn `CM P i *: III, .. * i I . , FLORIDA BUILDING CODE (High Velocity Nur iconit Zore)l I �-- L , , NICKEL I- WING FF.,' ot�2� - r. 10. PANUI % STATE OF .55 I "C' �Z. .- : , rLOCIO, .- .-. - 20 GAGE GALVANIZED STEEL STORM PANEL 11, I , I- I DOE' - _ I(* 99m,". I KEY HOLE AT PANE .1-4, Ito. _. ., - .,. , ,.i6.t., I . ,� . _aI _1� �, I I , I - - 07/m/an / \ GLOBAL PROTECTION PRODUCTS, LLC. / 11LIECOiNic (J) 2"X7"X I /4* I F ., I W"-I,000 ,�,� 1._�_4�__ \ MITI It. 5I Slow r, .11. ALTIEFINA11111. USE - -1 W/W ,., " Nal C I 11 ll� - = . L., . ]"I"I 1. (s�'-ft�, ALUMINUM ANG . M0ND,.lPaC KIASHVT W1 ADDITIONAL. 7/8*0.3/ '2' AASHEII SIANLESS, --,e-- - OKKI-I - - a-m-'." ,_O"to - . - - , - - . 5',TEI OR -tl -TOD Slrfl) III SILAL/IYLTKA�n - ,P� Q-*,"i I '44", - WK�4=7"_ . - , A : 1 1 , i- , - - I ___��_! - i!q ______ I _____.__._.___ _.. ___ ____ - _. INSTALLATION QUAILS FOR REGULAR PANELS( % ,i& DO =2M DELYLS EM INSTALLAT)ON IN PWO MINCREM., 'J,l i INTO EXISTING POUREQ Q N.CREIE-OUMOKCRUEL TURES CONCRETE- 10CK-OR WOW �,M. Ce 1--n 'EFOLLE -0, QDNKI .NC -Oft I i'..z.g.- VALID FOR WMA UFE SM ANQ E-Z KIM& SIORM PMEL 2M FAALLAMIT lt,tl` O" a lw_� (SUE scKow ON � _� 'i-l;-yt, - IOEU ,� . V I SCW-D"I iDo sirrl 0 it 9) RHUIS a "NE'Dac" - I'.-- " - I I - I I ., i / , 2- ... � . � I -1 1 4 (44 � __ I I I .: I 11 ,_ r ' , .4 4 - I - -_ - . " It- , I I ,� --- U -- ;-- - . - - I . =j11V1__= � I I I"'.* me, � ---E-, �� __ It , "ll"'M "OURED , . , � I I �1 , : � Ai CONCTNERL : I E'O L4,:, ; 17. 1 ==e--,. If I WILMIRM I I- I 1 - , _,r - "--- 1, I " I t-(% I . 4, //--*" , - i - � - , , � I � _1 ,_ A.;� __�vIT 11.1 f It, : i .. 1. I .�� ! % - 1 . 1� ` , . .1 " 2-2. � L, - z-, � I L - -(Z-% , - I �� _,, , : I I : , ; al __ 'I .__ , I L� I � I . - - - 1. .. ..r. i . . It - - I __ -I 1, i : � ,,,,,,. ,DUNCD ; ; � _. 11t F I * I I � f, - � I CONCRETE OR I V` - .. - , I -I- - I I - - a, � , . . I 1) CONCRETE BLOCK . � i lllzlp�, .. � il-gr, , , " : I : - � : " 9 � .,� REOURM I - 4 6 I I � - - _J I - - - -f.I : : ) C!);4�- ; : ..!`V S,;_ - 1 1 `A�EMPON ! I : � = --- ; � I i . I I I . : ITr;, i �:..L�1- 11 V I I ; I CASE 0 (PLAN -.1- _ I - MIN -1 � I - I ./r ,L W^k spb.l : Al � - - Z! _ - I T-_ . I W% " - 1 - .� tI '! . , r- TWO- . -1 7 i tl� =* . 11 �' It , 1, *.�.-_, ::: I , . . ! - - I , I - = , = "I . - UN' .; I I I I ,,---., DA -11 1 ---. . I , - ZXR._.;1. - . " - � � " ..- I � PF - ; I ti .�, 11 , , rw - - I �, *71 1 ` L - �1.1 � I - - IT - - � 1 IMM I �Kaaoot` I 11. , T-A, I I i , I I - _=-1- I - all : I : � I monow L_ - - --It! '� ", - 0 1 1 � I - - //"""` � I F: : I : Z ;., I I I : ', �, - L' 7_rT� I - %ili To . I � : ;,_--_r., _/ .i - .1 I % I ; � I : X ,--l"I = I. I � I I I . 11 _ 1- - -1.aIC4 11 .,:t'. I : : ;_ : I � .. , I E 0 . I I I P . ..v W, - , I - : 1 441� t, I I M: .111-= C1� �O` . I COMIC"M OR , I CASILS.AELAN) CON"am IN � EXSTING POURED 'E -i I I ScA, f 1/, SIT 1 * CASE 0 (PLAN) ..Sow ! i ! , �1 SCAA �06_1' CONDA r � - - ___ , .,L_ ic- --- ! �-- � � CONCRU1.11 HLOCV ---t -_ L -1 ==. , I , REOU'REIT 117' -P w : - � � -E - - I , j�. =,.: __U CALI-1. OR "Ald"..-T __ -1 , L_: ' 3/4'_ 1 - =4 - W=� - 0. - . � Ft- 0 AND ANEITKARE . - " Z.= r.g� -..% �i INLIA I t;QWCA11n AFC,Ct,S ,,, 4 OR Cl TO G. 4) L't Scoloula" al, (IRCT PrHILOMLI ON tI� . 0 . S-1075 a IN'To.c., 9) I . "" - 7", - I I --I I t-CE's 6 a 9) W.) At WALL 'NOUffING �q ,J&ffTING BUILD --- / -" � T I - - , .11 -1 ---- -i , SECTIONS 5 A 51 I , .1-8 - - I __ , 04^10 Moo- 'r , " 1�, SCALE 318-1 SCALE I/S., ,_ WKY,0 1 . � .1 � - , = Ile.= = At . I - - - fpc OF r.61-M 0 E.D. - ISTANCE E`P1'N,A?NG NEW " *.of � ,A-IES , 1/s, HEO ITT " - G i W (!�MCD DUE ON I I THICK &QM TUBE DR I' � ECST'NG SIUCCO/ P 7 WOCO PLATE SPACER I ; A & 9 �� I SCA,U 3/16.1- I � '' ,_ � I woo 1 IRAND , I �1 I I I Qt,. n? " , \ , NEW " WIDE - �Vtlfl � 1/14' , , : I , - " N , . , '.....................� .--J ANUM TUBE OR 1* , VARIES . I � , P I WOW PLATE SPACER I I . I I TOP & BOTTOM GAN BE I Ell"NI, 1p.m '. . I I �,.�ftlli A"c"So'S 'MOUNTINGS � I O�OMBINED IN A Y WAY TO SUIT ANY 1 14 � INSTALLATION SCALE 3,116-1, - - i T (Sa SC,,UDLK, 04 - ,.-" , � 1i . - I , __.- - T_ INIETS a 1HRIK" I 14, '41, . - A i".10" I , k C.- ..:..!�l ,� r�;k ; . , -M, 1/1 , . ,iSt , �,, � e I �jl I__J_ * , - - U_ - , - . I EXIS14% . FLORIDA .' . ' �� . . . , P = . P '� BUILDING CODE (Nigh Velocity Nv canit Zone) --cooto,"I - - .- __ - CONCRETE OP - = _. .0K,"'. . V : . /< (PU aDemTVU l 1 ,�2- . CONCRETE BLOCK �_. _1=11-10, I . . .= CLRI W . SHoo . . IF 3 MR. ITFOUTITED OMI - = .: N 44167 "I 1 20 GAGE GALVANIZED STEEL STORM PANEL _.:� BY = I - . -..---..----__ _____ x1li. SECTION X-X . *,: * (, - Z 9 < I- , scAlr _:I/s- % � I , ..F*-._ �_-- - , , \ - S O� , _ . - I - - GLOBAL PROTECTION PRODUCTS, LLC. D'/W- mS S TE 0; _:�� Z , 11MECO,sic D'a _ � , i�-P-, � r DEJAIL FOR SPACERS REQUIRED AT TOP ,;. olco le. 51 ,nan, , ii� ,��, __�,_�_._� 0, "O' .e " -TW� - , III 7 "t, M.:i doii� co -ANY - IL " " .'" , K nialf (-) � ,2 _.., 20-176 BOTTOM TRACKS ADJACENT TO STUCC06MD BAN .. , , I.,.. ,,<,)g74 Z_I..... "W-,.�.Y`= -,(=..,.`o_AWW __ - � .. ,. Ol-DRI _____ - - - , ,, ��J ; ,, I - -WA A IT dl�i� I . _n_L_tL7::1l:: SARTI L .-M I , U __.____..______________. 14 aloot ___ MQD,U.L1AVAI,LA11 1NJULWRTA0_2(l:-1721X 2 22. TEST REPORTS. Large missile Impact foad tests were performed under SSTD 12-09 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 03/11/02 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 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-198 by CC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1 31 8, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. 3-TRUCMAL EKOINEERI III �L&ULATJONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, I nc., dated 12/1 8110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tllln, Jr., P.E, I MISSILE IMPAICT-RESISTANCE: Large missile Impact under section 1609.1 �2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4-MD-LOADS-RESISTANC E n 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thrul 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 01%011111111111% 0 I Ik: I `:.�... r,/Z.;�N;, . I . &/,. , __ 4 -` \�EN,y `- �PS � .F - /.i_ - V e I... S �Ett,,,tt�� _-__ . S - I '��- !,l;,_44�167 ", = �rl..._, �7,'.,/Z_ 1 : E , 4 tj * :*E I 11 1, .0 % 0 F �- S .:q .. `;l, ,,... 4�7 !&,I - - .. "? Q R I D... - 011106I . , 4, , � I', "Ill"11111141110, I PROBtICTEYALLAUOhLRU.OILIND-2UU= 11A. -Y \ 5. INSTALLATIQN: ip \� Installation shall be performed strictly in accordance with 571'ap indicated o sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation DibeCrinent (P.E.D.), . drawing No. 20-175. Minimum separation to glass h 11 b - I indicated on ir_ 6 a, I' D sheets 3, 6, 13, 14. 15, 16 and 18 of 18, of Product E'valuaifp ocument 0 ;� (P.E.D.), drawing No. 20-175. r^ -0 ..:a co U-11 "", ,X_-. CP 4�!v �,.- CP 6, MATERIAL CHARACTMSTI-CS-AND,SPErAFICAT[M$; Be- I IOL- '.) C-4 0 Shall be strictly in accordance with General Notes arld Components indicated op ,4 C_ Co -'r" T,t,tT .10 "'.. C1. sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawln ), .,; C:� " T, CO J 20-175. 'n ,.a 5; -0 C:�l � ,ft 40 C-A Anchor specifications shall be as Indicated on sheet I of 18, o f .dc T"', W , _: -- J--, Evaluation Document (P. E,D.), drawing No. 20-175. * citt ;P ' ' .S S .r� Is0 Ix 0 -, 7. IIM 1TAT1QNS_AN_Q_CQNDMN$ _QF_V39: CZ- '* --(* sit 7.1. Shall be strictly in compliance with General Notes No. 1, Sthru 14, Indicated; � . - I 7 -1 9� .Ttr.. on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-17. 1 5 ,_ I prepared by Tilteco. Inc. and signed and sealed by Walter A. T111111, Jr., P.E.. C 4 C 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as (Jefined an section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame struc(ures. Product Evaluation Report prepared by Walter A. rdlit, Jr., P.E. (Florida License No. 44167), President of Tlfteoo, Inc. (Florida CA-000671 9). ,- '-"......,.-If I .;� .. V ,- V - -, I olIvs, ... ;P - .- el % - r_,-,- _' .:�-`_" I - _ . -M� 44167 -: 71. if --I�*�-,� wr. * : WAIrLI. �t .0 . I , ' D!l TULTECO ADMON RECORDE3 T P E. REPORT.20 k GLKMAL P40* N P S. LV% _V I o _ GALvANIUD STFEL 87ORNT PANEL � DRENG 0 20-175 % REPORT *2"7274�, 5k,,*-, RID .-'4� "_e"�;:.. �.,-.-_-_,C,,Z , ______________.____,_.,___ --.--.---------- ------.��------.----.,-------------------.-- 1/4. 2/4, 3/4, 4/4, 5/5, 7/5, 2W/10. SVI 4W/10, 1+111101/10, 5w/10, 6W' 1 � too, . ,�, _3* MATl__ ANGf . 104 CONCRETE SEE SO4DULE (IN SIlLrI' I 1 9 __ !, I&LI I' M. WOOD SEE StE TCTAT� ON SHCE'll, 10 & tl 1, MIN .__I - . 11 ... __ - __ ----------- __ - - ____ - - � --..-- ____ f----- -O-, - a- 0 0 1 - - I- I— . -1: - � � �- - --I D.M.. 20.03 , 04-t&[__:� -------- --- - , , , -_ -,- , I I I �_ ,_ : ----I- -1 7� ----- I � I I - I I I I I � . , __ I— 1_T_.__.____ __ l - .. 1-1 � ,...-. I— 1. -) - I � (_�) -C3), 40 1 @ . 60 " -1 - � _-, __"___T___� I I I � I . i : i i� I 1 ! � : i 11 � I I I I � I I I I ;; � ! I i I . I I I : I � : : I : : I : i . 1 � � I I I . : � I I . : I I : i I � � . � I . I . . I ! I � I . i EO . � . . . i I � . � � . � I i . I � � I . I � . . . I I i 0 I . � - - I . � � i � I I I � 1 �' , � - : , I . - � � , i %4ir1 � - . , . ; I � � . 1; I I I - I � : -4r �; I � I � I i - . I � I � *iiit! : I - - - - - : � . i I UOLIET, -NNIS W1 1/4.- 20, " . �?NtI PANLIS : , � � �,S MS WIT TV/ 7/e- . 3132- �, o I al 1ACTIONS AS *lNCNIJIS 0 LA OVIIII - I : AR-t cwa) � I I I (SEE SLCTIONF- A,', AFTPOCAEHJ,� G ; r : I I I 1[ I � ! . I I I . � . - . . I . I , I I 1 � , I I I . . . � ) ! � I : to i . I I . I I I i I � [ I L I I I . � ; � � ; I � ! I I ! � , I I ; : l I I ; I I . : I I : I I i � � ! I : : I i , : I i I . (i� , I . r : � I I � D.M..ig.(4, 04.- I 1. I - . . i I I _ , , .! � -!a!-- !ii' : ! I :,! I �. _ _� , � . 1 0 .! it� _� --.:--I&- .I.Ol......IL I, (:4)-(�) I @, 06.r - (D 3. r _ _ - 3' MAK - '. IN 1/4, 2/4. 3/4. 4/4, 5/5. 7/5, I. MIN IVVIIO. 2W/10. 3W/10, 4W/10. -J1116 6 It" 5W/ I 0. Ill I I & 7W/11 I AKIIORS FOQ CONC4ETE SUL SCITIEDVIE ON `tH(TTS 8 Ill I - IS 10 A I Fop WOOL) SEE SECIKONS 04 SHEET LS;J�.)& TJA� ELEVATION NIS !/.* M �p 2 67- -IF I- L)VERAP - 10,01.1 oa.LY) I - � I I . tps\--- - I , - , -, 2 !1111.,��,, "'. v", � , :� =_: � � ,,:.L:l_1'1 1. ,?1W, . . A - -, 7I , / . � " - - :;;"- , \ _��,: N-7-- zl_ __ ,� .- :_ - . . - AH . � . 0. . " , - , - - - ,, 1/4' 1 ... - ...... _/ 0� .1 , ", 0 I 4 A. MAX W I. ,:� . 'J ,,'o -, ..... I . ..... ��,\_ . ' T I .. E --.'P FLORIDA BUILDING CODE (Nigh Velocity Mar icane Zone) i A� (D . ' '. . ` .W. I.VL0. - I " :I . No 44167 - 1 20 GAGE GALVANIZED STEEL STORM PANEL 2 - PoNo, IN . * - :*f - ______.__._1 - -.----- - ____ SECTION -es * 1. � rT/2./,D A I NIS . . I AIE C� A"M-14- -1� I 11 IGLO FROTEC ION PRODUCTS, U.C. .11 11LIECO... \ "Nat 1. III s� ___ ,/ - . ,�.: �-,�; , QZY-fi-vm WTW-Qi2F%4 66.11A.V, DANI I W'. � 0 R�,") ,�-`,�,,-: , RHANI - . 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I T ./ SEA EsEl st,mlit ON ver, 0) ILIFE' 0) FQ,JMD Cow.ra So =�ONHCV OR too Poant, Co.cwt � CONTAM It.DC, "FRONT, SECTION A -A (Typ. sCALE 3/32'-" CO-Iftirm GLOC. no,ol", R�to IR WA6 MOUNTING . _ INXI11116LADON SECTION 6 DIRECT ANQ WA. MOUNTING - 6 INUA161,001 SECTION 2 DIRECT MOUNTIN N SRWROO SCALE 3/3- 1 * WALE 3/8-1- -,.xk,I;-N A. TIQ7 ,,��, ,4i , / \)�ENS "��?\ fi�-" """'a " ` FLORIDA BUILDING CODE (High Velocity Hurricane Zone) F D. - EDGE DISTANCE (SEE ON SCHEDULE NQ_IE_LQIR__0MQW.QN OF SL09115: TE)P It SOTTrM MWNTINGS CAN BE FrITIM fto!ct� - I :'- No 44167 '-. 1 2D GAGE GALVANIZED STEEL STORM PANEL I , 1 * -*. lif _1 _ ,.i� ________ * 4 _ _ - -, `t- 11 - , . � . , I - - , 5 TE 0 _ I I \� GLOBAL PROTECTI _$' TE e- . I ON PRODUCTS, U.C. O - -- - S 11LIECO "I " . __ /. . " 'A. SHEE! 9) COMBINED IN My WAY It) $LffT ANY INSTALLATION '-,. C. - "ailS . 9 , !�,,.. , ' r ,� I ' � Inc S.. 51 IT101 / - " `1 �1. - -.- P . - .� , . 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I ,18^ __ � 5'-8' 10 8*-10* 2' , 5' . 1/8'. 7' A A* . L�4�__._ .- I . 6, - IQ' CD a -0" 1 2 . , a , . I/ ___�__ - - SP A AS " _31kDES,GN PRES"t RATING - D 00 ., W : k`vm , M SECTION I . , ,AE o.11NIti) SCALE VII-1- NOTL MULLION CAN ALSO Of. "STAULD W/U SIORM I'ANELS ON TOP OR FIG. Iro�o 4 THAY IT IS LOCATED A7 jop OR TiOnGM OF OPCNW (ONE PAWL OPIFNLNG */ rjK TOO * SOTIM) .Ar-.-_�ii�:WN � ., sir . :` No. 44167 .%. *:: * ** - : ,_ - 11 - � � �� 7 " --v __ - Pf �/UGIAWTOQYATY � 1.�. - 20 GAGE GALVANIZED STEEL STORM PANEL ..;: . `_ � \ , I- , ILIECO.R. GmAL PROTECTION PRODUCTS. u.c. " '�', ." , Anr TIEwrNma * Em.ax" ma commP.mv , A. - . - - - - - - f-A-Z . INA, .1 - S.� 61 xqw. r.w. ,�� ISH. A- 1.4NIN �1� FAA f-l-ni, 20-176 oAMHYI - - .W.T ---��--T - - � , _!! - ,A_:.:7. �" "M .i"W n I 1 _. _" . L - I I - - - - -- vwn� ,PF n ____ INSTALLATION INTO DETAILS FOR REGLI XISTING WOOD STRUCTURES J', & �j . I - - - =I--.- . ,�,__.r. -1 - - I IA'__APCHl I_ - �__ - +__ . - = �, - . �� -_ . 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INSTALLATIDINS - ALTERNATIVE SCALE: 1/4' - I' fWALLATION - ALMNATIVE &S.D. DESIGN PRESSURE RATINC) SCALL 1/4- - I- SrALE_- I/V - I' __%_ I -�vn` ! t__... 1: , I = -.,:,-,,.F , i , I , I , i r� - - qt,� - I - I I f- , - 1 " � , - - I � . - I ! ,.,r_ _.. _iza::�� - 1. ,A'1� t m9m.- "I'll" .... N"O", �:.. 11.671N, FIOQR MOUNTING INSTALLATION - SECTION 4 Smu. 0/4- - s. 1. tAISTIALLA14CINS ARC ONLY VALID FOR BUII.DING� WIT14 A 5.0 DESIGN LOADS t TO �15 5. -72.0 0. AND PANEL'S LINGrIf UP 70 8'-B' JFPOR ,,,�I,oI, ... - - Al". 4"-, `-_ I, TO r,OLITHERN -1\"\,`*_EN' ' S ' � " - FLORIDA BUILDING CODE (High Velocity Hur cone Zone) 2, NFW WOOD FKA E CONSTRUCTION WOOD MEMBERS P,f MIF IC DENSITY OF 0 5� OR EQUAL PINE NO 2 ill/ SPE, z .. , . ' z- 1 No, 4167 '-. I .2m 1�11,7 - I 11 20 GAGE GALVANIZED STEEL STORM PANEL ugm-FDR �COMBIKAII-ON QF_Suliimill�'. ! , i "I I � . A;iL - _L - , � , - It 0, , . . . - - r� - - .0, ST it OF .Qz " !� I , I'ARM, w .----- I "/Wm. � ' \ GLOBAL PROTECTIO PRODUCTS. LLC.1 DATE " N 11LIECOm. 11 - - - r TOP & 907CM MOUNTINC� CAN K COMBINED IN ALN'I WAY TO SUrT ANY I _. .�; -, K.- 't RID", - , e 7`zl _', V , , T1TP`W,, h 04049LOM COMPANY AL.- - __n .1. �. 41- MAKI I.. S, STRICT r___ __ MWL I .31. 1 20-176 il.�-IU5 - N.Ani81., ,NSTALLAPON. ___ "111-11,11.1"C' ��-t�.,Ai/u"E W) AW - (An..11-1.1 - __ __ - - __ -Potifill. iii! OKmAnc . --------- ii: n !T�� ttAi. H "T"A A DLUT .1 11 - fig"NA U4 ) .47 - . - T I 4 i ieKLAT 1. PF,x __ MAXIMUM A.S.D. DESIGN PRESSURE RATING (R-m f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L ZHEDULE n-p ney FOR pkw,-q,,Ii .ra mmi,rAL"Tinmit . .- , In - - A � A, .1 W..Um As O� rurP I ", I 30,01,11m I -,'-�",14--, : TO GLASS ,A-,% Ir"M 1=12 a, "" .51I.5 -Izu I . I---- r 51 OR 'Iss � 2 '/A- - _ URPOLITC, � I DMIJ 5 A 7 - - - __ .Ms. -1213 -- -- ---�--- , --- I _ .5, To w-v ", z 3/., . - - - - - t-- ______ L*emnD I "N'l', 5 a 7 ,- _ - .011, 12.. - ____ __ - - --,--.,-. i - - - - - ______L_ I'w-- To ,I--;- - 1 2 I/,- � - - . 1 12 .1 OR .m . ! 3 -/2- . I - po��,_ _i5�__ � 6 - -4 ---- __ .<IA _`4c - 1 - Ban o"EA."s . i _ AT IT 4 M`LoW a. $ a IQ Nxi ./ 1/4'. �0 3% us & � A, on"U" a "Our"c", OF "Aw, (VAUD DALY FOR PANELS (0& W WaIALIATIONS AS PER SECTIONS I THAU 7. ON INEET% 4 & sl __ "I'L.- - _,,O`m SPA:m MR to - 3 w . - , vt� Ntsum Oth� (I. I) . 1__._____..___ - I." - - - ___ - - T -10- - " "�' j " BLOC. 8, i____ .1A - _____ _ - - a w-OP:, - - I OoN1,o lo co"com � SURk - ___ - __ __ - � ./. A/A , __ - t_ - - __ - ui�___ � - - T__ 1. 1FFITT I c"A"m - --..-- "A", A :, _!�_ _ _ I - P�mm �m TO 7--, - .* 11A - - ._, _ - _ � APPLRAILE le smiolm f * � PANEL ANY CO,RNW,_ ; LEM". '�' (O.) � " TH" � ____ I I I I I�___: -P.Z�L_6;��Z .1 ___.___�_.__�" TO coNc.I � _____, ftv_____L_�_7.��_ A. " _. _ __ I - T_ � . 5, . b � -.-- _., _. - -_ I" ! 1/1 11 ___.._____._ - N/A � N/A . -_ 1, __ _ _ 4/. __ -_ - -� - -- 6' .. - . , -- _. -- - - -.-- .. - - � . �-_ I I 1 . A . - - --- I ---- , -- '. '. ! , �. ,_ - _ "'A -__ � ___. _ ___ I munloll) 1� - _ _.__ I , Owl t _ I .. _.. _� 1I , NIA � - __ -.- , ./A ./A I a' I ./A --- - ---- - --- 5' � A/A - . - - , .-- - - s, /A 2 (BOTTOM) ' __ - - - --- � - N/A I �/A - __ - _ - I N/A ! ./A -_ - --T----- - A, _NTA___ -- -- v -t--- _i�_ ; -_ - - --I--- - ." 5, -12 o OR ,ms '. � ./ A _. � - . I � - __- - A. ! !� .- - _�4_- -------- 11' IIA __-- ____� 6- i w - - --f -_ --- " : N/A -_ - I .� --- '. ! -I-.-.- I _ ___ , 3 & 4 CYQP) , _S. ON U� __ - � 3 Team.) - __ - ,--- i . ; ./A -1 I � .IA ! �/A . _.___ , - 6' 1 AIA 6' ! N/A I 5' I �/A i I Oor) � _ _. - _ _,.�_-IT . '. _;7__1___ � a, -_ - - ---"-,j- f , j_,._._; -, ! ,!�_ 6" j 5- H/. I ./, . I __ � __ I .1A I ./A ____ _____1..._._.___-- 17 "I' 8 V., I .---- , ,;,--7 . I/.. - ... --.-..- I ,, I/.. I - ,x 6--, -/.-.-,I ; Tf�_- I I .� � � iTop/so'ns.) WELL 94CEPS 1. & I I FOR ANCHO" TYPE . SPACAQ FORT .1171� wo mm "Mmir RADAG hKAW ANCHOR SP� AND M� EDGE CISTAINCIL An ADICATED RIN DO SQeDAj TO$ I 0 JIM ww"m CIA, so-flAva mm W100 SINGING r MADAt"IM) 11HOWN ON K.��U[ " THE FOACcW0c FACTORS F:: DO OPULATION M OF PMS*Lr- RVDLM SPACNG 01111ANED USAIG FACTOR - NOT a It" - _. ,AACAAI WD-11D " - __ D'At .1 _� U� ANDHo Tw , �/_, " "* ,/... ,/-*. 1/. I /4.. __ I - ft*,wft DOWLI, . ,_ leA1w Nitum PLAAC S I I , , "' � - _. - A". T1?!`!!9 -;.- ___ . &I l - - T -_ - I - , - --W.,!,�--- I I � �- I c. - �0__ (I.,) - , - � 1/', - , 1/1 . 'w^ L`LY cm KA somm rwm __ - - , 'A- I � I - 11 � - - -_ - I I/' . - I I I.; I '7 I . I .- _-, - . I w - " T__._AI__ I '. ."- I- I .- . . : �. - - -- * - I ,.:, * "' A�-' v, E 11 se ,--A �. % ; No. - 4167 ': I * � it ,- -,*Z , .. - _L1 - , .- 4% w_ - _ - , STAT OF f .' ' - - - � I 00 _,�. It a u 0 __f 't" .� ... .... �_,� V;--�-A,- � XALJwP^D,w/PA,( FLORIDA BUILDING CODE (High Velocity Nor Cone Zone) � AITTOO. - 20 GAGE GALVANIZED STEEL STORM PANCL- " - _____ - OMWK IN - " GLOBAL PROTECTION PRODUCTS. LLC. - "'b"Alm ILIECO... � F400 s.. S, in"I , m 3"'. !FI !"��9 Y 20-176 4-1 - I 001 .11 1.11 PHONE: j�lm-n,*S. FAA (�M� - - - - -!t - -:-�-� _iT,_-, .--T I ,;:��, ". "TM 'L CALLD � * - ` ri�'. I, d .It, I - . --- .01 A OF n - .------- ------- :/4' LD . 5/0' LOK ORASS PUSHING W/ INSTALLATION DETAILS FOR REGULAR PANELS�D -_ & (jA 1.*.-2OA2* is A, S * 4 III* O C Im ___4___ 1 PANEL LM14S LIP to 5'-O' AW 6 1/4' O.0 INTO EXISTING WOOD STRUCTURES I IHS UP 70 -1" I III— 0 ,AM,,,A,r ITIMAX 0 Ce PAMELIATE PU.,S 0 - j i F2 ID4 2 C WON 11 �/2* 0AE `NREAm I � `E*X�IDOA M HEADER FOR AUL LING" " --- , 7: ,� � -_ III I -- --+-- - I , I i - �_ __ - -_ I I ro a -Be- . � I I I __._r___J1 , ___4 ,-- � !�.-. .. marm; 0 A. .. L.4 TO "an"' *"`c "A", : I � ; I ( . 'I I � - I I ,- k - Re ; ! I " . li� , , I , I 3 . : ii , I � � t , , , I I 9 I - I Ili," J ;r ,` -1 11 , I- CJU CZXR,r"- 1. ,, --- I � � M, L - MOBI 10 a � I I I I i � Lit 1 I I 1 J��` -L!_ - - - - � ".1 � I. I I.. � : � III I L)' --f� I I � I : i �-____ : EQ' � I I_ I _-_____' j EQ , : I .- - - - - -I- 1 _4__� � ,�) - ! E . I I . EQ I I 11" I ! I- I : 1 : \ , �w 11 :ii�,_ - _ [ i 3;7 � 1 � H'AI _\ � WRMAUV : - 1) - \ i .1 I I 1 12 i it I Wool, .1N,'A � : 11 I I I i i � 1 y � ! I 9 ,; I 4� ; ��) i ; I- � ii� -4 e0CC` HIAXIC . _4 e"" L-----. ,. � , j � I I i ALTERNAT(VIE 1W &TERNATTVE 2 .- - __ - , !� __ - __ , ! , � ScAlf 3/3-" SChF ]/R� I - I F I I 1 ----I- - ______._. __ IF __ -T--- � _� -.A- I r ! I ! "E'SCHE0.11E CA, .NCE` a I ! I i I : : SCE s`1CVC`,r 0. �w 9 I . � � FOR L - I I I WP � � TO 0,A!`5 . OR - " %PA`M`oN I I *.A" I I : I I Aw.* . I I I rr SIL e I - 12 13T.F . I TMT'-- I ; I 7%ZT�- 1 1 4- -_,-, I I � " I -1 EQ 1. �;;_ � � � , �� .-.- IG , i - 7�71 � � I ,,, �i__ - - "I I � i I : 1 To, I I I, I , i I I I ! .1 * ' to- L� . 11 � I -1 11 � EQ' �__ IV EQ 77� : � - � - =� L.- -, . --- I -_ . - i _� I EQ. � I I to I I EQ; J jLm-__ , I , ;;j_ � � � � - 1, '_ _ - f ----- � __ -1 - EQ: i 1 \ - - ! __ -] � Z 7-!%L 11 _� I , '�, � I . H." I � .-O ; ,_ 1/�",�'. . 5/8* LONG NFL&M IKI I . W1 4-0-204- S S 0 3 0 5 1/4' 0 C : ! ' '.- -L :_-�-r-'i '\_,�o ! j - - i li I i- .� ' I - I - 11--, I � FOR LENGTHS Up to a' -a' " i 11 lo"..N111111 109" "' 10 I _O' AN' 1, I I -�-_ . I 00 I 14 , mmuolit FEMALE o OR vw�*=, C I � � I PANEI Kir III 12 I"t, 0 1 WITH I �j 1/)'.. -.14RCAPIED Pfkf?1MDON .1 I il INOWOD. 01 EWSPIM) .000 PLAU POR � ... ,"t , i WRINs 0 a :11" - �.;;�� , /I. w PLAX ALTERNATIVE 3 SCALE 5/f,-, - ALTERNATME 4 SCALE 3/11-1' _ L_ - ___�_ i i AU LEKD45 UP M a' e* MAA I -to,- lim I I I I LNG VE WOO DIRECT MOUIM BUILD -OUT !?JTAI LATION UOUNI INSTALLATION .- CONNIOMNS"k ANCOOR' LFWA1120S NOTE SHUT" III NOT SAO" MR CLAAft Li N IBM80 SCALE 3/6- " SCALE 3/0-l' NOTES 00,011,141,14,11"', 'e,� �... T !�� - �Nlp 1. INS AL IAIIONS ARE ONLY VALID FOR BUILDINCS WITH A S.D DESIGN LOADS ITO "' / - - - '- - up S55, -720 PSF AND PANEL'S LENGTH UP TO 8'-8* ,, ,,E,ENSj` . *. FLORIDA BUILDING CODE (High Velocity Hur [cone Zone) 2. FOR NEW WOOD F ME CONSTRUCTION WOOD MEMBERS TO BE SOUIHFRN �j� , z : _. x x i MIC'm nwco - PINE NO. 2. ill/ SPACinc DENSITY OF 0.55 OR FCIUAL z : No. .. * Z . - 11 20 GAGE GALVANIZED STEEL S7DRIM PANEL ~ . TOP & BOTTOM MOUN7INGS CAN BE � "DI, 'm *"`&a,NA"�,`E"i,�" I = . ' * 1. .jt+W _'_ L I . . S, C ov;� -. ,�_ I , , �, 1 . ,�Ao,_-- At rg%:10',,� -.e.�,�, 01� , , - 11 \ 11LIECOINC. \ --- �Cur _ .04A ITKOKKED'ANG ~ 1 - - - A,— __ Tim PRODUCTS, u.c. "I"," GLOBAL PRoTEc �`t AIKCSL. 51 Inalin _. k 3111. "ONE (_)__Iw. OHH)NW ..", 20-176 COMBINED IN ANY WAY TO SUIT ANY , , __ , - CMA0m;,Z . CAARP_ - I..&- - '� INSTALLATION 1101011MI10"T'L xAL,F1~`CURI G�Zo;,. *IDEA A !IL0I Lk , -if, .; _! - 1- 11 - :T-: . . i - i - I . I . _t__ ;:7 -w I; _____.____.___ INSIALLATION INTQ I 1 . - .__._____________ -.-----.- I- DETAILS FOR REGULAR PANELS!,J) EXISTING WOOD STRUCTURES -1 , , . I , ______j A JA � I ______ --- _j I --.-- . I'' CA- 10 PAREIMATE PLUS i - . #I 4- 10 PANELAMTE PLUS � ; , O'A-,o PANEL TF PLUS 6 1 /.- cc W/ 1 7/0. ! a A oC W/ I 7/0- a 6 1/.' G.C. W/ 1 7/6- I PENETRATION To ___..r_..... � T." Prwn[�AnON to _T_ - , - -000 HEADEA ___ _� � .- - - THREADED PILMET.11ATION IV L,RLkDM �,�'. SING WOW HEADER . i . I LNPSTING WODD HEADER I � � :, , I RCOUM . .0 I I.. . I 1 EVISITHO WOOD �IEAOER . I I I 1. �, I ,--,_-.-. - I I . ! , - I ,x�,. ' 'I , i I � I � I ! ,IM14- fl��,, - i , xv., , I - I I 1 i I � imm at, --- , (�_ =.;?1., I` - I � vm� SFUQ 0 t � - . 1/. __ 1 7. , 1 1 � "'A" . i � ; I : J* I I A ' *1 I , i . - - - , I A 1/1' - WOW I ) HEADER , 1 - - I .c 11� L,6�.= j 1 , � I "' . . I ., I REQUIRTO REOU.lzr. ,_ 1* ( � T . __ I ; A-.--. I T t, I I � I- - - - t._ ; � - -_ I � 4 : , I ------ _,L I----- - . -� -1) __ - ,�_ , j - .. , � i 1�� I . � KIT sa4mu - � I I : ILL SCNEDULC " , I 1 Sirl sairpol-r C* I : � � ! Im 1*11 � "An"Pt INTO a I - - � I - 0 9101AWFIDIK I - " 9 11 0 - � - - I I I I To .. I . Y.� 0 OLARC . � I . I 10 .ASS I � I M" PANEL kfw;11 ! IT ... � i ./..., .I. .1 I I, PANEL LENGTH : . : f/ 7/. - - , � 11 - NUT . " In ., I I j . /32- - mur * I I . i I I Sr AAW - I Iillk I I �. � �- ; I ; . ; 0 O'll", OVUAAI� ," I . ! C`(_ Ow%AP � - ': . I I . , � I � I I ; � I ! : : I : � � I . I I I m. wx ! "I., I '01 : .I. I ! OF 1L* or I � 1. "F . MAL, I . I I It � � - � I I . � I D I i J, p - I I I I �� ' � � , I �-. __ ' '_` � I I 1, 4 mi, ' . ___ " . =ml __ 000 I E i 0 - sF,v , I . d 'p. .. �Q `�_t �, 1 - I I ( i . , j/./32- I - I - . _... --,.I-- i - .1 `MSHE 0 12 1/3- 0 C. r I'll- � Av��9004"1_11 � - i� " -_ . '� " I , �. ��= -,I - - to _ - , � : � -_-In-, 7 __ i - YA .A ./ ,�v I !=Z'114, -- -_ ,2,,-r.*� I I . ___!, . I EQ I I I __ --- i__ , � - I- - -_ 1 I � _ J, - __ _` ,---: � ___ ! EQ I .... , L__1_____1 I I pL1_77-_'-____jj' I , 1-1 ,AG SCAC� * a- 0 C W/, 1/2. 42 ..' 'a PLATE , ] : #,.-,o PAHFuAArE PLU, 2-,4- WCOD P,ATT. QUON'to" REQUIRED 11 , 1 2*.4' - PL.TL _t . . , _t . I REQUIRED 0. T.R." FENEIRATI N At I:- � a 6 1/4' 0 C W/ 1 7/6' � ; � I I I i , M13,01DIS OF PLATE 1HPLANt' PENETRATION 0 � AID WIDTH OF PLATT I 1 I/ "' , , i � 4 AG CREW, 0 . 9- 0 C. STAGGERED W/ 'I 1 1 i I i .1 1 � = 1 112' W. I PENETRATION [ I I I I I DIRECT STALLATION MMIRAW � . A At MTOVAETH OF PLATE , I 11w DIRECT MOUNT SrAir 3/aT. H JVQ INSIALLATION DIRECT MOUNT I INSTALLAIMS * ' SCA If 3/it, - SCALE 3/8-1* N'TAL- ON$ FOR ALTERNATIVES Bill. 9W CC IOW ONLY VA,10 FOR A1,141HINN", _LC__ WITH, AISO DESIGN LOADS OR TO +43,8. -48.0 pjj AND E�I.0 ,M%' T � P, Itij ".."'C".' G1 4 LIP TO 12'-4- FS 11 ........ * x I - wk , --- 'S " FDIC ". WOOD FRAME CONIS1`RJCTiON WOOD MEMBERS 10 BE SOUTHERN .", 11 ,- ... I NO"i2. W/ SPECIFIC DENSITY OF 055 OR EOUW ��ENSj FLORIDA BUILDING COOL (High Velocity hurricane Zone) %F cipm I * - ! No. 41 . % = . . III: * . ItTI - 20 GAGE GALVANIZED STEEL STORM PANEL 11 � 3 . ! * 1 : � ------. - --- __ ___ In -_ TOP Ar BOTTOM MOLINTINCS CAN BE COMBINE IN ANY WAY TO SUIT ANY I I - . = . E _ . . S1 TEOC��,--.&Dz#_-__�� _- - . - z -$.- . I 11LIECO... PROTECTION PROUCTS, I.I.C. -/N/NW ,,. INSTALLAONON � _ )�..A -,4 % �, .. "'t -Rik R,� V 'FN I " 'No S.,31 Ini'llil'. "t I e.. I.0 - , ., ..� 11 .. - ..4'... , , _ 1tv � ` - - I. - _1.v1",/_~'v_m,,_�n Fffh#; � ZErf Tnow a "Ne"Aiu-0 -1 I - . PHONE ", !.', -J, - - - � _ - - W. 'S.S. 1. f�)M,nl - I AW _ - - - 20-176 � . , 414o.Pt, - - ___ '(100.11.1 _11 AMI A DUCT - - Flamm 'k r AA- I I !-.i - I --4-';;;;-,- I � I . I :7 N - , OF ,; _____ __,________.__ .*--a 0) a) C_ Cn _C; 1 2 -Cu :> 2 a) C- -6-4 .0-i 0 =3 _0 Q) c:) 0 = . a'.4 Cu .... I 0 -0 0 - Q- (n . a) -= a) -0 0 0 -0-0 -= = 0 = 0 a_ = 0 a) 3: Cu = 0 �� LL ,,- - Cu . - cn .:E a) cn L- _"-, CU CIA. K_ � Co -0 1p . = - -.I..- (n C� - < :p �) .1 I a 4 z w mi CoAcnm ANCNoO _____.______.____ co"Amu"L AMNORS - _____ __ ,_ __1. CONIG41FIF W.OM SEE SCHEDULE ON IN'r 'A ___ -----.--L- .___.___..1 .... I - ---..- ___ __ __.________ - --------------- _____ - Cstr WHEOULf OA-_\ (SEE SCHLOLUE ON--\ FOR W000 SCREW SEE SEC ON �Cr, �. '. , . - ALTERNATE - '. -, ( ALTLRN41f ( �,�_ (" Smr I.) .u, '.) � � _3 "C [-�I. 2 & IW/15 'l �7 L �j I LOCA-ION66'� i) I , I " -1 INSTALLAML DETAILS FOR OPTION A I FOR LIFE SAFETY STORM PANEL SYSTEM I , - LOCATION 1 1 1 - 1 2/4. 2A14. 3/4 OR 4/4 0. 2 & 3' � 11, _ 2' 1 _ AT END PANEL - -1 , NO PAWL Q!�/ �_� . wo- 0 CONCRETE _ 1-1 ; --r . ,- ___._ I - _ 1i -1.1/ . I -1 I I I _ - __ � ./ INTO EXISTING WOOD STRUCTURES " - : "m ,W/15 , - ( �1� 10� AT I- _ :: j " - - _ _ :/.-. - SCOW% 0 v D.. __ _� - ------- __ . ' . FCEQLARCV� 1100' . :_ -,--- , _____ =__z____ _...___._o - A I - - 1, . - _ - ,� - I I 'I - 7-7--f- - -_ I I . - __ - � NKH I _._.___j,j I � I ! � 1 LAP I . F I �, M EX,51M WOOD -WACKP 7; ___ -T -F , 1; . .- ---. STUDS 9 EVERH -`vi - T - ----- L'. I I T I— _____ I V2 - ""m KWI I- 11 . . I----- - I �.L��,- T-T -, �, �o I i I 1 1 : I 11 -- I � I i � i I , . 1; , I I� I I � i I ; \ I I i I W HOLD PANCL- --, , i . \� - i . I _.� I I , - - I � - , 1 1 -- ---- � i. 44 I Ti _4__�- i - -4- i � � I . - ___t_____ ___ 4! - . 1---ca. I __ cz- I __ _ 47 _T" - -1 i It- I �111'm�(CA%1) --- i Cn I-------- -i ! -F I I 1 (12 1/2 0 C) 1 ,250 1 1 \ ! IF I Z50* -� T : ! - 1 t - __ I - I � I I � . I i ! I i i I I - PChIlLUD CIRMCRIT"I't I .=___ , I , ft��11� 4_!,�,�:f 11 , i 1 . , 7 I I !!I P�ji 11 I - - it! ;, I I I I I i I � � I --7- I � --- �_ 4- _i_ ! - -4--i LL I I L , ' I : 1 : � 1 �! I I � �! 1 � I 1 i i . 'A .1, � (CASW 11) I "i'_ i I I I V , 11 i - I I .1 I " ,4, � _� ill�i _� I � 1A I I _� �, , - I.- � I ,,, i I\L _44, . f I �� [I I I i � 11 1� I I I I I I I - 11 O I I ; ; I I i I I . 19=41qwv4u1T*-_ r i " CD \ I L STUDS 0 EVERY - 1 . ! 4 I L � I , 1 ; ! I I I �11 1, 7�11illl 1" ,1111 OVERLAP .. __ 1--t- L 1-1 .-' I 1 1 i 1� 11 � � 11 I i I ; . I i I i I I ; i I I I ! 1 1 � ! ; . . � ! . -_ . I , a " ! I , , 1 i I 1 i PAP41L � � , I I � ! I 1 1 1 i I I " �, - -_ J ! t i . T r I ! I ! � ! ; ! � 1 � I � 111 i N � .� � I � I 1 ! I I � I I I I I rus W.Ow" OAI_ . � 1 J, q - I I L , - i I I I I I - 1 T I 1 I � TO ,,,OLD, � I � 1 'I . I - (1) (1) t- In "MLL o,, I I i I , I I 1 � , 1 � � 1 1 ! I I (( . � 1 7 "I, I i I 1 � " I ! I I 7... ... 7 i I � (EMO PARD) 1 � 1 (,.R.K* PAI*Eq (.4r" VTEAPA NkiICL) � � : , I I � � I SHM 1. �� I PANCi � i I I . I I i I 1 \\I � I i I ! I ! I � I i__ ? 1 14 - ,� . 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HLOULC SCH LE - i ri I � - -_ - , i I , ; ! ; i I � - I � I- - ro: / , I . - i I i i � j SEE SEE ANU - - END PANE L Y 1/4 1 WOOD � -*--a IT W/ SPErDWM FOR Al - (ME 00 'p. ST. 11 "I .1 D 0 12 1/2' OC ' 1 1 L ' � � I I ! ; I 1; - - ,/-*--,' NALHp, � I : 1 � � I � : � --,--* IC I " 771'-' �%A`"XYT/ I .4 I � 9 .. I . . . . . OR DIRECI MOUNT ANCI AMCHO* J2 FOR - 12 FOR - 3' - ; L��, L�t� m y U (CASE 1) 4 " A'./_"=. I , � �A_ " "" RM"wo " 1/0- .. � I Li �,I` * A , - i I � I I,, I W I ; I 1 �� (R - (D7-/ KM (�� - � Dd-1 I I . 7R, ` � 5 + i 1 _ W.ACM SPACING , ANCHOR �S AMC I � I I - I 1 11 -1 I I . , I ; I I I j ; I i � 1 PACING PAC' r � 1 I I I I , I I ... .. L-.-- " _..___�, - �Ax. , - ---_-_r-, __7 . KuUAm I � � I � 1 � : I I 1 4 _ . , : I I i I - I 1 -3. AD _ _..,._ - _ I I I � � I I ; . � I i i li i * � - I, . - .i� AIi, _.1__,, I � I eum �vm- > I � � I i I i i ; � i� . � � `- 1 ! I i 0 : 1 T , � 1 I � nY r.�. ff, T \� I I 1 � I ! I ! ; I I 1I DETAIL I 6 WALL MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE-1) DETAIL 2 ., FLOOR .LLATION (APPUCABLE TO SCHEDULE 2) 1 ; . i I I , ITI I ii --41/61. .4- Ko'"" .4 I + _�_ f - - . z"."., , I I I � -4- � I � - ;�IICIAYEW,Aw ,oca. - - SCALE 3/16* 1 � � I L_ - I 40 i ; ! i � , I i � , I (SCE oct"S I/,- 1 1 - I A! 1* SCALL 3/16 - I Ij : 1 ! 4 L] , , I 1 � + I . I . 111.1 I ; ! ! , q P� a ,7 12, cc k i , OR t i I � i , � I I I , ,,= ,,,, " I i ALTERNATIA i � �: i �'. ; ! , I -2 j I � , i � , 1! I L � � : ! I 1 � � ; � "A., MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDIN / , '' 4 ''/""* __C � 0- f l� I - _1 � I : - 11 � ;j I 1. MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND ! I vr � � � A/ I - J, I I I , . . Tl--L�='Il I I -L' SCHEDUL ,��l T T. ,Ml� i POLWD cower"L i i : 1 I : I � i � 1 i � OR GONCRCTF I t I � - L 1 � I ; � �Ifr w.) 1 ") I= / 1/7, L.C� . - I � t 1 �j i ! I coggEspoNpiNG mAximum ANcHog spAciNG scHEDuLE AT c't Fog , 0_ I i I : I I IT - I MAXIMUM PANEL LENGTH I : moo, I,- �, , I � �, i w /I.) I T . -4- RIOARMED I 11 I 1 i - 'ClPPU�AKL ONLy-"Q-SLrDQ`CL 1 ClL-44__LND!CAT1_'- f_QR Ift-Wm S1QRM_Pma_ I I - T4_ . � I I . I ! : I � i , i I � : ! � *14� 2/1, 21/1, 3/. . 4/41 L10.1. 2 & tw/Is L10.1, z & Iw/15 MIALLAIMI INTO CONCRETE & CONCRETE BLOCK STRUCTURES SaTut 91YAHEILL-all --- -_ --- � : I I I i w < i � I - ... � 1 .. PANEL uw;,,� I : at �Kwu I � ,., I � , I I i AITERNATE LOCATION 10 - MWt4 � I I - j , I k� - --.j Im';CN. I -- _- 1, Q., Val ! , I � � � - ON UrE SAFETY P", - SrLIEDwa-l-A .Alt" WA�.LMQVtff-�CgWtK'tC,IQP-A,,Wl'IQM�t. LD. I' j j,"2' * I I I I- ; /ho (,Ft %Arm P94ELS LOCATICIN UFE (SEE NOTE ItAlow) _Atli_ -_ - L---t SEPARATION I � I � i -6--m I I . (il., 1 1 I I .. - � �m� .71. W-V I , "._ � To ,.A&, .� -_ - I I i. REGILK.11 AMFIS */ OR _ _ SAFE ,Y Or - . � - I I 1 I , . PANft NAPMA' A" IAPCON a w-ow CAI— I ..awln FENNE 0 PANELMOT 'Ur APPWLAAL to - :1 �! � I I . , =�, 11 , . I I - , -1 W/O REGULAR TRAC95 as" ____T___ ___ - __ __ - I CC: 0 (SEE Alm I To A!!(.HuN% 0 h 4AX*`_ P.ME` . � _____ 1_� - =tz= � 10 TO 1 �� 1 1, I WILOW) PANEL C) 10 Of INSTAkLIC ks PRLSS.m To CONCICEI oo.rAv C "kUWQ. JAGTH -I- In 3 i I � : ! LU '7 ED i I = * C� 7, . CCACRIVE AwHoRS �/ I ; oc""icoMmim CONCRETE O.m I, � L CD (SEC .K� CAY --- I LIFE M �11)InC PANEL OPENING SlA_1 MTIACCI L I ILI, .., � To T'l GLOCS 01 THEM SES NNW 15 FOR ANCITOMIL INK a SPACWo MR iiOTAULATTONS mn, WON RAME RMCDAQ � .... I .11 �, EM � AL-M a 0 W/ "C'.= . MAWKA` ANCHOA WK� AKU M*WUK EDGE DISTWC W Ad�TILV 04 THIS SCH(WUL foR I EQi I_ - - ., I Oli I .�=g SHEET 1.1 w _Rfn ,m) OR 41FE SAEETY STORM ,fA,;w - - EQ ; 10 FACU "'O., '* N/A t�A N�t � N/A 6 A 6 � N/A 1 S. 2 (TOP) 10 LIFS THAY NDCA W ON SCHEOCRE RMUCE AW-409 VADA,G W MUn."PILM4 SPACM I ___ _, .. __V ___ _ - - __ _ _�/ - ____---.., , ___ m, - 0 81 INSIALLE ON REMOVED POW IWADE 2. 7. . 9. 9. I I . _ i � 'U"P"'I . ......, / .- . PANE J) & 1A .�So. -120 - 97 '' - ji�i�rj(;;_) 5.-O' OR LCSS � ON $CNEOLAt OF THE POULOWNIO FACTORS FOR THIS O"Uno. To K POSSAILIE . to : I I `�� C -10 - . 9' 1 1. �__ _____ (SEC ScHrow CA, _j or M.'COURE 0 - _____ - - i .9, ! 9 --- - 9- 9' I - - Ptou= "he" 06TAIALD VIM FACTOA SNALL AAF! RE U'SS D S`AGAAC ? � � - ___ __ I I '11� wwrl'.) -I.-- - ELEVA ION 9' N/A N N/A i ; -N/A 5 . N/A i .0"CATED MR W. ANCHON TYPE AT MCHO" Lrobm A 1 40-001"m - Pu"t 0 .55.0 -72D ___!,;7-LL i 6, ;--!/-..- .,_�_.� r-) 5, C, TO ?'-S* - I . � ____ I f � I J! , � I I ino,0111 L_ V /111 *. I 1. ,p". r, , FLOOR MOUNTING INSTALIATION 9' G. 9, -_ __;�; -I 9- I (willou) , , ,/.*. Y0. � � WALL MOUNTING INSTALLATION SCALE 5/3�?--I_ 7 112- I- 9- 0 __ - __ now rof , - I I . I I ! .000 "It I ---. - P AAX "M� I "COMWED 1 - SEOON I SrALf 3/Et- � I- - SECTION SCALE J/S* . " t'L . . / . , __ a' I --- --I--- - -_ 1. I - ___ . .. ..... ... - I fRAORY or IAP- fnMUC 0 PAS CAL— ! 1- ---i.-- . _.__i_,__ � m a- __!! A / /A 1* , N/A 6' N/A V 1 N/A " I 11 L ------ _�, _ __!_� 11�1 -voill ,I - S � ! �/.* - CAP 00- V) (4 w - '515 0 - 72 0 - ,� �___ _ - -_ - --- --- ___ �:: 6, to ;_ (�'i. ,, I/. I \ 4 - _R� L ii. . 9- I 6- 67 IF 6' 1 6' I (BOTTOM) I � . MAL 411!�_ MWP"`L _ . -I ___._.__ ____ __ ----i-- ---i -1 ry , -- I I" I ,_-�. 46 �, ; A , " L L Lvll_�11 - __ - - - _.",� \ �1 ..AAAJ , - - - I - _� - '. ""I I .- 3 -I"j, � �__ � , 8 C ALTERNATIVE ALTERNATIVE NOTM_Q11_L*1,_.W11; STPRAI-PRI-1 i_,STLM_INSIAL1AJI�!N . (i�'11 - � ;�7--s-z- _1y .'I."-/- I I � , 0 a) , I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' 04 LAST DANLLI , -_ - -_ OR AS AN INTrRjDR PANEL, LAW, PANEL. LOCATION IN BETWEEN END PANELS) (0�m - OCA-FIC UXAIKAI A0111A ElL ONK 1111111IMM PNCMR .-,.��- , WTI 0 4, cc ./ I 1/1' " m7l�- 1 - .11CADR; .E.El"AnKm OR BE Cn ME -1. 11 :/ 1..S ,ow, wimis aysTim; W/ 00 W/O REGULAR TRACKS) - - � ,/"* "' � "D - � fS1w . 5/1' - CASE 0 WO 0 3' W� FIRIN ToP OF �I) APPLICABLE TO 2 1/1' _LL - /:-.-M -2 S A .3 * ., 0 C OR Cu UFC �O�STLOR§ PANEL CONStS S OF 0 0.50' GA1 VANIZED SITE', SIGRAC 04NEI AS SECTION 0-8 01%GN !n�-__!!_Na4_____ - SECTIONS 0 & MA"MUM PANEL v - LC .. L--VL-- ,/"-. PAMELM,. MLAANI 0 OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION " -- ,NY COVERPwnw LENGTH _L_ (it � M,%11141071010% "" K.s 0 .- . t A 1 112' - 11L Y Y_ 0 1 I-*Mn 1IMETIATKA" TO V_ WOOD .? tirr _. i�;� - C IN -e- - OF THEM OAQS P, - It z I ------- 7 - I I- I - "AT, NOCIE SHUmp DCNF,� NO' SHOWN Im a- SAF17-1 PANELS MAY 00 "f NOT BE INSTALUO ADWEWT TO RfCU_AR PANEL.% 5Ctt[D: v 2 ZjU_fU?QR.J0QiFW__CQNL?0JDN5 AL_W1TQM_A_L_D.__� J_1 r2'_* I � .1 I liv , (W" ' ,_ I - I -1 RE At NJ , SHEET 2 Of DRAWING SCALE 3/32--l' N�K"Vmf w 14P" --ci, - n. - - ICAUJE 3/r . " rn R EL A C � FACING �Ij COMCWTI: L. THIS Arif TO RE REMOVED ON 14STALLFD FROM THE NSIDE Of ..... I . "/ ,7 , . . Vill, i�o_ __�W_ -,-- ... �:i� : .� , 0,,I ... I..", STRUCTURE 4,101t,"4 �* 9L2 61 1 3� Y - 112- - A 1/2' 2 (BOTTOM3 7' 6" ON LESS 10, ��. �i, i � . TIQ77%% -1 LIFE SAFETYFP REOUnIHIS5 TRACK TO h`% '00,00. _L_ ____ ______ - _ _ __ _ _ __ M) ,�� EIC I PON - < TILL/j,4% .52.8 -560 3' 3* A- A. 2 (00 I'-6' zi;t4 WALL MOUNTING INSTALLATIO ......... , Ljj Ak'NSIALLf� W ILI THI DRAWING ........ -_ ---_-- ------ - ---------- '' - ALL ORSF COR MOUNTED FOLLOWING SECTIONS I A , - 40 "'. . - -6'Ok LM ' 7 . . % DETAILS I eL fV.-* r '%.. I% ±IS�G __j�_O _ 2 1/2' 2 1/2* 4 3 '12 2 (BOTTOM) 7* �S 2 .' NO. : * 2 SCALE- 3/4' - �' ENS,c . ,J, E N S, - __ __ ___ ____ - __ __ _ - _. - - *: : .- ,.Lip� .. O N/A >7' 6' 10 A'-U' * \_ . .,( � I : - I = " 11 I , PE M�r2IRACIT 10 RE CCIMPONCENTOAr BOTTOM 0 ,��.�. _ , .. 1. - a"IQ � ALTERNATIVE 1 W A� 2 ON SHEP I A A . - _ 2 ON THIS S CT, AS WELL AS . . 1; FLORIDA ty Nur cone Zone). _!_ 1/7' 2 112* N/' 2 (80110m) � __ .- III BUILDING CODE (High Velocity Hur (cone Zone) . .1 : .. '. FLORIDA BUILDING CODE �Nlgh Velocity Hur lcone Zone). 2 r : BUILDING CODE (Nigh Vellool ,550 -72� - __ -------.- - - - ___ __ ___ i FLORIDA Z It. N/A N/A z : NO. :*= - Fln-. A`C 11 -�O-- - -- - ----- --- - - - - 3' S, I . wrov) 1>76- TO ft.-IS, %I.. Zi = I .- a Al� LrNGIH FOR COMPONENT 4D IS 15* .2 : %D. 1, -n C. I I , - ... .NTN) ftmw w IF, - - I N'too. W_ < � , 1. GLOBAL PROTECTION PRODUCTS. LLC. 1. -72 0 PAT AND PANIEL*S LIAMN UP to a - lr I I " /" , I GLOBAL PROTECTIO DAIL 11LIE , Abc S. 11 "WaO - f "I , .w 1. 11 _CT * \. ... __ .. .,t .ts - __ N PRODUCTS, U.C. "" � _-..�LOR%,D�- . *' " Wo, ANCHOR SPACING FOR COMPONENT 0 ANCHORAGE AT ESOrO%I IS CrXN ON = : 20 GAGE GALVANIZED STEEL STORM PANEL - . 'I. 20 GAGE GALVANIZED STEEL STORM PANEL *� . 1 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES jk 2. SHEV 14 i * '. * - .-�Cc I __ � 4, ORAWK in �Otfl I , - I ..�: . , � ___ - *! * __ - - COMPONENT MAY BE PERILANENT OR iltmoNAEla - L I " I - I z - - a - . , .,/X/m, , Ns' ICIALS AK 0�1 VALID FOR "ID -OS Wrl. -SO OCSIGN ,ONM UP TO , 1 .. S, , 11 11 I GLOBAL PROTECTION PRODUCTS. LLC. "'-�/- 11h, - -� - 3 STE LETAILS FOR INSTALLATION INTO *000 FRAME RUILDINGS ON SHEF, 15 .-Ii.. "" � 11 ON s. 51 STREET � I'll, 11 _.. � /, , on S IQ K SQ,T.CRI% �0, .. S1,11v It ,,,, - - 4�'j - -.if '� 11L1EC0,.,. J :z %, I2; EC0,wc C 0 lllllc� 11 "'*,,'�7 - 11 I MCFC TMAKL & ITAGINICCRING COMPANY M.11. � 11H. F.Wit ktW WOOD FRAME CONSWXPOO *O00 M EE _TNL APPOCABLE �NIOCRIAIQ; COMPANY �. I W1. ,. 2. W/ Snewc OINSTY OF GAS OR EQUAL I It '. n�" . ITMOMMIN" COAM.- W`AI. wi. 20-176 H ... - (..)eIWpu.. 1. 1WHAft $19, , " "1111c"t .�_ - , ..:. FX:�_ _ 6 S SHEET 4 FOR Ot TO THE NECESSITY FOR IMF INStALLATO. OF " . , AY'. - �/_11, -.,. .. 20-176 - ,� !qi:,r1e_, H�L (M)NIC -AS. " (%H#ff_fn' 20-176 ,/ Ow KNCNr T'SAimm-TVAII, FAA IWAN-11n, , , , PACER$ AT TWKS INSTALLED AD�4CENI AND BEYOND 10 SILICCO/W003 HANDS .. -PFA I"", (-)...I-- _.,_" --- � _1= _�,-.t Z _Z - IN. , �. I .1 _ - < 0 . - A CA-OOW _A;; QAwAI . - �_0000?12 - - - - [-. - . . I, ..�. 0_�. , � �W _Tn�_,_ -_ , ,rK*4 - " --- - - 7- ` PC %A/1419w,�k/ 'k --L ... _!A. . .. I . __-_ _ .- - It SEAL(SCONATUN/VAlf top A. tw - :_ ,,;w,. ,%'4, Puy ... ___ -'----,, � _j __ �!. - m. A om". OF 26 its A It . ..7, Px - MR � TILUT �, " I i ; �� - LK, 07 I .. . . . .0005 ". PC - I .I... I FU)F" W d ... F, r_ , I . - ,%MFP I� OF 26 R U, I ""."w 11' ----.. I I-- I , I- . . .__ --- INTO 11 or IS a- . - SHEET NO. SH 1.1 - ANCJIOQS ME SECTIONS ON SHEETS 17, 18. 19 III 20) - 3: mAx 3A/' ? 4A/17. SA/141. -jk6n/17. "T 39/14L I MIN ;Is. ?AW/lil 41k UW/20 e- wiff/tv. 70WI a EmON120 �' All I' MIN. - -1 1- D.M..,(4j �__'Cims` --7------- .- -, ___ __ __ - 1 I 0 0 0 0 0 ------. _. .-... .. .. ____ 0 r- - -- 7 --------- f - - ----------- -_ - - T_ - ____ ------. -- - _ . � 1 I I ! I i I I ; ! : : ' � I I I : I � ! ; . I I 1 � I I ' �__ i I - --- ------ - I I . I I : i I , ; I I � (f) - CA) .'GALN, �� ',N,' i - -_ : � I i I LIFE SAI -AIL, : I : , , , � " �AM I'M � ' I CI �;Dl 1 I � . i . : . � : � . - � 47L '440 . - 1 I .1 , I .5 � ,a - ; " .-._�" IT, . , � , � A ill- ; �] PANLL ! I . If, I I .413- I �' mm ZC.'r, 1. I I . - - , ,; , .NGIH I 'I I , ., , : i I � 1 (SEE SCHLoutf) : I I I __ � � � . I � h' I r , . Ir � � I I I : '6- ! � -0- I I I � � � 1 : __ ..- - - ___ � � . IS . LI PPOI .1 - � - NapI, a Urt 4x - I I ' � - 1� MIND, 1lK`mON co-� : LFO�- ;L,-;j __ . .- . I : . - 45, �� D.iii L-.?.-- = - ----.. - .- - __ __ - ____ I I . �- - - -MANIVI.� �Mu I - - 3: MA., SA/17, NO/17. i;iO71re 31/17, 46/17. sal NO 11: Off a EXTIER110111 I MIN I - SAW/70 4&W/to. ?IW/lo a WW/20 ... - ANCHORS (Sir SFCTIONS ON SHIEVS 17, OTT, 19 & 20) - PAhjEL,,'_j , ,' ELEVATION SCALE 3/TTI v., - w - [_ _ " Tol D. .0.1�!�.PltIjf -cri I - , , i , cif 9 " I ,I'M SAFETY ,. . ' , - .. . . - - !, f - * --- - ---- --- �_'�. � . ' , " � ...... __ - __ , - � ; - - -11 -_ ' ' ' .' I/,. '� ", " "I 11, . � . I" I 1� " ; �' � ' , ;� 71t I � L . w �. , I , -ow , . . - ... .____ ..�'_.__�� ... �_'.'��'!L�' ��_--4'_ - - __' . .,/ - . rxuwa , " -,.,: - ..� SECTION A -A SCALE 3/16'-,* MA 11,41LIM AS D Me. PANE, LENGTH ! I DES."GIN PRESSU E -, (IT ) I -INIMIUM SEPARATION PANEL � RATING (p if f')� _ (SEE SECTIONS) I TO GLASS CONDITION I I 455.0. - 72.0 8*-e" ____1 I ___ ______ -_ -_ - 2 3/4 . ; LINE00LD ) ____ INSTALLATION DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES . 11 . I . : t ---- I,-: I - - -_ I 1 �' .z- � - - _____ __ - - ' f. '� I I IT, I r__ I I - J�� 4 � �' IT. XEAEAFA i ' wz4;"fk � *Do* HEADER .%e-AoC yl'llc� I � , ED � - L � ALL i fifoularn , � f I , I . , I I /.,. T.F.Co. a el OC OF - . I 0 C - -_ I , 1 1/4-il IAKON 0 IT - - _1 . ./4". TAPCON 0 6" OC ___ ___ IT - - -1: j '/ �_ T - "' '7 r i I ,� I - - I , IN /2' ON THREADED I - I I .11 1/1 .1N. III-ADIED I , 1 1 , Ill I /2* - TIMEADID " W/I 112* W 'ERPOLAME, '.. CON AT *000 I I I A�"Om 17 .Ow . I I PENETRATION AT Wow PINIIIIIIIATION AT WOOD i i I i . i I I� I "" !I - HEAD[ . I . HEADER I " , I �A HEADER I I I l I I 1 " - I , I 'i '_ " . � . - - 1. I V '_�-' I I . . -`- _ 1 4- 1* � - 4 " I .41 11 . � - ' - , 1 -1/2' I .' � i �'/2. '112' '/.- . I - - I/.. =F___ I 1/. I . I/,- I I i I --- I I ""I - � ! � 1 ! i "" I I I M., 7.2-,',1,", �i -I 7i -T, I I I � __ '_ - I ----- -- I [' � � - ,. � 2. � � I I - � I I , 7 , 2' I 2' . . , ..: T ,, I ; .. I i � um ! . i ; . i I I 1, I i - � 11 __ __, i - :� I I - I-.--- 1- _l -, �'_ --I __� �' __'_jj,______' I � , i�_L'__ -, _. I � . �1' - CON . � k �. I , - ; k IF ; 4 , "Li - �T_ __1 � � : L I L-IrL I- I � �r J , ! f �'_ I I IF I . I 1 14 " . LIL"FiLl-_� :1 � 1. '_)) ( V il LS�L�! I �)) I I I I I �' I I � ' ,'I) . - SUNNOTION � : Exmc; � � � ! I I rKIVING I - ,RUNPRAITIN � I : -1 * NI. CLASS �_ I TI ; : i i *I' W. -, -�- 'sD7 , - : . �, i : � "'Aill IANKI . - Hi, -, - � � (SET -It I FOULOOPT) 1 � I , M., . I �AAPF Ln-Cm, - "' "* -1 "S", NOTE 'I el I 1 'w-ENG", I APRIL 0�7. - ,,U`AA�_ - I : i LIFI � . (SIT NOTT I BELOW) EAST- _� r?"=_ I I :., - FIT - NOTE I oil Q.) ", t CLASS - Ivict ToltiAILL - I GLASS -,, WeDUL, - : ON � 14) � ,1".-20. I* I � - I : 1 ON .w 141 /".-20.1, i ' i I . . - S _4� , I &S . I w/ I . I SS M W/ aiii � I I i 2.. I � 1/4'. �' I 1 7/8' P;fY31S2' . WOW "3/3 1 - ! I ' : " � I I � � 1. I , .' ! . I i WiNf. ! � I . I ,� I . I '� "I I I � . "I . .- : ; I : $e4`0 TANDY; 0 w i ,ill I 11111I I I � � ' Ii I 0 C W/' 1/2- a :' I I , - I �� I P., THREADED If I I � I � I .1 PENETRATION 47 - I � I I I ! � POTOWTION OF PLATE: � I '� � I i I g' . . t' i (&iP � " '-j! ! ! ,,. '. : I I �TTS` � " I I - � I I I C "I 0 � I ___ - - � --- - I 1-. j I P G I ;; __ I . i- I" V � I - - -1 . . .1 I - . I . . '. ': � ? -[ vaae�7-z � -_ I,, " ll I I 0 i I I - I . I OI,, � VOVI�47- r - to - : I I I ,i� I 1, t..�'__ - 1 6 � 11 I I I . i- - _ , I i !11114� _� D -I - __ I I , t, _ , - � _L_ _ � -.@ CON'. I - ___ __L_ � �� - (�� CONTI IJQ ' -1 -Mylll� - , "I ' I - .. ,/.-. 2we.-Ss IS W/ il :'Ll"te'. V, W, To - I I . �. - __ _ _'___ � 1/0 I ,r__.. ' 7/8'..3/32 - III I 7 a'. !I.'. 3/32' -_ - -, I— I 3/32' ONG -1 , egil w,,sHrR (K-.,O.r,) ! � W.SHER 0 12 q2' 0 C i i NUT .ASNEA (K��) ! WPAS`� 0 12 1/2- 0 C 1/4*0 TATICON 0 6' GO I � I ." .Apco. 0 6, oc W=ON 9 11* OC . 1 1- I . L: � -W/' V' W. THREADED ISIAGOEFIED W/ TOM) � ./ STUD) ! ! PEN I T A' WOMTH T"I ! � A" ; A��j TOWADED I 01 'ElAIT 11 : I L I I ,;)r NREADED i I ! " . . � - grol OF PLATE womo� .- � * _kg;Al -JAIT - -IAIE OF "'A " I � 4�=. I 2'.4' ell FLATF 4gM:000 PIATIE Arco 'RED " STALLATION WALL 11,10LINTING INSTALLATION ALTERNATIVE 7AW 0 REGULAR PANEL WALL M10UpflNG INSIALLATION WALL MOU14TING INSTALLATION AM ALTERNATIW AA,W SCAIF 3/8'-I* 0 UFF �SAFPANII W 0 REGULAR PANIFIL 0 t��EIL SCALE 3/8-.,- ""001110"es""', V-Aa 3/8-.,- SCALE 3/0'* li'� TILt . , �.� ........ � ��N um Z. - -'�r, E N S,r /01' . lk FLORIDA BUILDING CODE (High Velocity Hur come Zone)] I PIT OAI� NS AM MY VALE, $OR WILD," .,T� ISO DLS" LDAD'� - UP TO . 55 5 - 72 0 PSF Mo PANE1 S LIEN07h UP 10 8 -I I : A . S '� "Ll Nc� I. " j : %0.4 * Z 20 GAGE GALVANIZED STEEL STORM PANEL I 2 FDA MIEW WOW MINE CONSTRUCT" WOOKAD WEll TO BIL SOUTHERN . . - UPON, TOY - = : *_ t I ---.--- ____ - - PONT 40 2. W/ SPII DENSITY or OSS OR IOUPAL I - GLOBAL P v/.kra"T", '* .1. Si 6E�.-Ylv- lr�__ . ' "' ROTECTION PRODUCTS, 11C. O& I... \? feco _ 1, VATIOT �_ , I :. :� Z IILIECO,.. \ .----r , 0. - p 4 .ai .��.\I mUX �� "", " Im" ,,,,, '�'.'.. � .. %A . _4 CN&.tt� .*mNA- - ,,, Y 0 J'� - - � .l. � (-)---,. (_. ., 1 20-176 'e " I,= ,-',.I,-.= - __ - 11 A .F , "'._ /cTcNA'u__,tO7. I-= IT - - w.,., '.�--_'_�'-"_'%!�' I. - _J_ , _`U` . ", I PC !�4L_-_n I It^- 1.41 Or -4307 I - I - I - , � I - - - __ . I ___ ,--,-"------- PONENTS FOR -----..-..- SER1E$_ZQDQ_A 100Q_E-Z HANG STORM PANELS 1 (SCALE 112--I*) . 2 w* - - I 5 1 Go- (IOTK *01H) - - 2 2507'�' ____ 2 591' ___ 9- - i2500, TE"T"TWIL Oil - i I !_2,25C*-i "�� : ;). 6 '/" - � �; I - I �11 I I . I - 13 . - I - 13,0* - '. 1 3 1 SO' - , 1 500' N I 11 "'I", I 1, I F_ - T. 10" - /*---L- I I '� . 075* !. 2500' .1 075 . - -i i- Typ ii 1 - T'P �i " I _1111'_�' I 2 651, '� �� " DO'.. . 2� \ ,.-----,\ / / HOPPE I .- . 3 3OPO* I I ' ' - i 1 I 2 5w* , , , \ 2 ow, 2�p" / , r�p , . \ ", GAIKOAM STEEL \ �,, .M A-655 \ . EDGE . /' r I DETAIL 11 - OR '7b I� �-- � 11 2 244' � "' WOOL 50 �mw , A / I .46 G-60 DAILY \ A ""�l"'._ \ o I-MIATLET . A I/ / - - ---.--.,-- i - -_ Lk I __2 _`9 I �'� " ' 1p /..w t- .?.5 - `�' 1� �11. - I—- I , - _:�' -1 -- I 3k-- I � , V3. _( I \i'� ' . " t::�'. - 6250' - .'21.-' . , -�� -- - 7. 470'___j (T) I - 2 -70' � w ... , I I 03 RLVERffk_N_7 TRACK -ANEI'S II OTT, W/ 'WOULD 1I . I . I ' . � I , ' . I - ING, - . - - 250' . . " , , � - - I . '.'__1 " , I - � I I I . � "l . , " - '.�'x - - '� l,0,09 b:5"256 . � 1 I i I I , ':_. I I �� , 1� �- ' I '-.:� , 1 125' 7� , I '25, �- 0 250"-- '. - __ KNOPErp - - - ", .v � . 1!1/' " " �"- - I P 11 L 11 1 3 750* I i, 1 14 1 i 0-1, 1! ISOMETRIC VIEW DETAIL A : 2 oOO- i 'l I 11 OI ! FOUNDED CORNER 0 INDS OF PANEL'S ! : r, 125' ' I I I I [%I' UP W/ HEMMEb LOGE L____ ii I Ir, I I : I ! � I -1 tt' � S) . - .:� . ______ _- I - I __:� ----I.--- I :1 __ I 25 I i �Iwl ___2 ow" -_� - S' M., - (�) "J' TRAIC (�) PA "I f� N ER AVRICIFE 2"'W(Max.) ALUJIL-AKU T I -,- 125' I � ! 6061 -T6 Ailuirri. ALLOY I ,I . I 11 . 8 , I I I_F________'__ ' - .1 MO., 0 1, 11 I !I '50" I 10 ii " - OS5 T") * , r'�� ; -��Z�3\ ... !�� . I? _I: - 1�� \�CEN,I /r�%' I J! i L___ �. : : : I I I_ I . .. j - . I �� i ... No. 44167 " Z I L. � . ...... ____�:_ I , _____ Z3 ,.. * ! � . f .. � FLORIDA BUILDING CODE (High Velocity Hur icons Zone)l I I - - "!O- - I If - %-$%. � TATE OF iq� 1 .2021, "'T"P. - r., 20 GAGE GALVANIZED STEEL STORM PANEL � AN _J* Mox %0.. -'ORd W____!I_ V, �_'� a , """"'Y4 __ - -_ -_ _\ � ' --- GLOBAL PROTECTION PRODUCTS. I.I.C. ""as./'E' 07 r-113"(111010.) ALUM, ANGLE 08 STOP BAR Pl�� ,'* 11LIECOINC \ Olco Sw. 51 sw IT" LONG "'I- NIP ..... I, " T" te��ze'. - I" 'IiLift Kv" * "aia-ANG col . - - - - - sense. .1. (NNYX ,I W" 20-176 , -760, r. (-jewO 6063-75 Alurn. ALLOY __ - _lt' - - � .11 IN, I_ .i;;..= -.1 - Me, I - . . - - OAN_ . I -f v,A,/M._.'U�(_/._%'__ "T; 1, "Ic I "l ..' " ' -, . �_. . I_ __ -';.- �.. ti I .1 . - - I - I i INSTALLATION DETAILS FOR OPTION #2 FOR LIEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUBES 1, 4' IAPCOPY ANCHORS 'j4' 10JAC ANCHORS 114' IAPCON ANCHM I, 4* IAPC APNC.C.S 0 9, OG 0 9, a C 0 91 0-1 0 OTT DO POURIEDCORCRIETE I POURED CONCRETE PouRFD "PONCRETILL I POURED CONl � �Pf CONCRETE DR CON�efrr OR CONCAETE OR CONCwTf I 91 DICK PEOUMD , C1 - ' BLOCK REQUIRED f C.1 ' I BLOCK RIE0,10" I, C1 , :1 BLOCK REQUAREO I C I - .' . , , - ::- - 1/4- - , , . I - I I/,. - -, I 1/.' - - 11 1/4. 10. , "A"I'l It J. - ' 'c I _�� __ ____ - � 7 7t OO I . ___. __ � � il � - l il ED* .. I I : I . I I . EO - � I D' - 11 EX - I I I - . 4 � . I � : � (�) - I I � � I � . CONI. �& ' Ii., - , 1, � (A ; : I - I h CONT = : - x ri, - j - - . - ( t) ! - - . ; � � . � t I � , %uWA_ I - I a I . I r OKARANI, , -om - - I @77 - " : I - IDIOM-.- , . j z - � M � I _. T -1. - �`Occll � I I- j= ; �..) � 0 : "M I ; - I.r I I - I . I I � - W i v j I � I ! � t � FXISTI'A; I h t "IST'NG " I 13 � ; -i � .1 . , " � E�11111_� GLASS I , . cl=w� I 6 oLAss 7 1 1 9 I I I : I i � I j � ; I I . . I ; I i 6 � % � ' : i --I , L � : . : � : � ! I i I I 1"�f � 1 .. i ; i 9 , T . 1, I I � .� 1 - �1 9 I L4 I I - I mi , , : � -1 . I TO. .l,tlt I : I .' v � - � S' . I/1-1. - 11 d "._. :'! � r .. ./ '/.� , ; N, .-I' .1 , � : I ; e W l I T - � : I �. ./ 1/im, . - 4i. i i A* 0,MOLN" � , i i - 1 3/. - - ,I I I � 9 '. VA-r INTROUNil , - ! . TO, " f � I � ; � I I I I . . T I i . I ; I , ; . 1� I � : I i ! 1 E : It I I . I I k : .- I - ! I I - I I __ k , �. -.- , I- 11 7 1 : i (j, , I t I I �J` I 'O. � ED- I I � 1 7 Eu. ; I :� - ' I ED. , I " I ! I I I I I : I '/. . : . , _ ;_ � 1 4 : � C: 4 i �- � . t - I " - _ I I I : -� I ' �____' I , , _ , _r 1�!_� I � j I - - I/ *6-20.3/4'SS PIS W/ ". I- 46- 200/es S I W/ ;1 __ 1,c " I ' . I - I .1 a , � t��;_ if '. '4 " , , *901/32' WING WIT IVASIPEA I .. . �0.3/32* ONG NUT WISHER � -Ft ,jla-. . 3132- WING NUT I TOP - 3/32. WNG I I 0 , 12 1/2' CC I (BEYOND) ; T I ",--!/ I /a ill~, R 0 IT '/2- a C I NU#T WASI<R (BEYOND) 1, 4' TAPr(N ANCHORS 1�4' OPCEN APPECHORS _i4' TAINCON, ANCHORS . ' 74A$PCON _;" TO 4 1/2' 0 C 4 4 1/2' DO 4 1/2* 0 C � (STAGGERED W/ STUE) (STAGOMO W/ STUD) 0 4 1/7' O,C POURED CONICRIT �CURED CONCRETE POURED CONCRETE I'L. D CONCRETE OR CONOCRIFIr BLOCK OR CONIC-17TE 8.0c. OR COF`CRFTr BLOCK TARLAC RE CUNSAM BLCICX *EOURID OVA" RECOUNTED WALL MOUNT!NG INSTALLATION WALL ;I�NG INSTALLATION WALL MQIMWLLATION WALL MOUNTING INISTAUAWN SECTION 3B 0 LIFE SAFM PANU 0 REGULAR PANEL a Uff%"Ty -PANEL SCALE 3/8--l- VALE .1/8--l- SCALE 3/8*-I' SCALE 3/11*.,- SEE SWET IT, PIT 20 " ANCROPIRS "'E . No= I'MIC - 1/4*. "I'Voill ',C.0 To, I. ill= 'NSTAL0.6 W - - Awall migamill p,) - _"-Iiii;�-Cw) - .;. . ' - 'T - - '. .1111.0.4 PIONWO ANCROR SWINGS AND - . LOS ED ON THIS �MP SCHEX AWD l"JonCAITHAN .W-ATED ON :D MY.�II1DUCL A.D" SPACINI IN "" SHOWN ON OIGREDULL K.-I -iiIv�_�Nla v') - I - - Ama aA am iiiiI6 . � VOKISPACREG ", THE OWING F� " NIS ONIAl TO IIIE O%SMLE AILDUCED - I ". " V� 0111%.10D ."4 M" SMALL NOT it LESS THAN "OPAUM VNIC" - 0 MR FACM ANCHOR Frilf ON FORS SCOILDIAL. I w, ,- - '. I I , I, I - __ - Alli� �'.. I Ott, 1-1 -.',,�zENS,r " : : : No. * t . r ----------- INSTALLATION DETAILS FOR OPTION #2 FQR LIFE SAFM SJORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I I '. ' - _': ___� '� __ ' '� I I � ) I . . I . ' C j 1 1/4-0 TAPCON 9 5' O.C. I __ - - T__ 1. -� I 1 : W4".' 11 ON a IT' O�C '� W?, THREADF, . � I / 12' MIN THREAVIED I � I PILNEIVITIDN"'Al WOOD I PENIETRATION AT *000 Y PTFAJfR I i lc HEADER I I I ! I I . - i I � - .- I +� " . sfl��Tl�� . I i . - " 12' 5112- 'I I 1/4- I/.. I I � M.. I I � M" I I I IPPOOU HEADER I ?- i I I 1 2. 41766pl __ 1. - . MR, REOURITO � � - I M. I 7, - I I 71 �z - ___ - I __"F_:Y� I�L' C ON11 11, ��-� ��-r'---_ f__ L;L� - _.L �_� I (11 : f-i! I - i � I � Y . i � - WiNimir- � - - i I i I.Til ' "'N"A"' r (UT ' I i I EXISTING_j M , TO) - I : ; I ,,, - CLASS ! I : I "L' il -"ejET" �_ I I-- -1 I . , I . I I "ANEL IFINGTH I I. NOTE I SELOOT) ,� I ! LSPE NOTE I BELOW) EAmIlNG I ON '"C" 10) , 1/4'.-20.1' 1 ; � � GLASS - 1 S'SL u's vi� . I - ' III 3/32 . � ! I I =�*N. �. : I . I I I . I,, : � 1. I & . ! I ' ' ' ' i 1:1 ! i P O � 1 1 'A i: . � ; i ! ; i I � I I I . I i. ,� fT i � : I - I � I � I (f I ' I�--' � � " : : I 77 - I �,� LL- :. -- - I ___ . - -, - - - 110 A I E;D I— 1.� O' P! 1 � 1. I in. j ; - . - - " E'Q I - �"` I I �') , To � I._ -I_ -.-- I __ _T ____ I I I - __ - #.-'-" .--- ; ..- *0 V PLATE ] � 1/9" I 1132'llil . 1 2*0 ! 7/5 - 6 . 3/32' WING NUT ' 0 - WOOD PLATE ' ' I REOU'll ! I Al 0 6 1 * OC REOJRM -i i WASKEPI 0 (8117YONID) I . 014- _I . - jit-O PANILAMIF IIiwS �04PAA!Ethmklf PIVS I 41 5 / ' Ox ./, '/6* I 0 6 v., OC 'i _. I 4"/A* Mck IHREADED PENrMTKA .IN THREAM TION " IPICAMDOR 01 PLAIT - I I I I - I AT MICWtJlll Or PLATE . .1 : I . . . I WALL 1WOUNTIbfi INSTAI - WALL mouwnNG INSTALLATION ALTERNATIVE AA K%0011111011"' 41;� 1"�.Tfk/;_'% t��Ell. P 0 *Ok ..,-- ---. .4% SCALE 3/0'-T� - \(, E N Se ', - -. ,,- SCALE 3/11�- I' -,', 1. FLORIDA BUILDING CODE Velocity ,4W. . (High Hur Icons Zgl - Nall, .1 :' No 44167 % S � "l - 20 GAGE GALVANIZED STEEL STORM PANEL I I 2 . I : * I I 01INNO ITT ! _. - , wSTALIAt"S AAE CIONLY VAM Fo. WILDING's WITH 'St, DESIGN LOADS - **. - * -'-w - - , -, -"-- - -- -'\ GLOBAL PROTECTION PRO /-/M- U. TO .5!, !l. 72 0 15) Mo PAW'S ,FNCI H UP IC 8'-8' 2 .? _-_, . - - 5 Alt ',C- , - ' "ITILIECO,st. "' � ,. , ' DUCTS. LLC. - .1 I _ FOR ME* WOOD FRANC CONSTRUCTION WIDIDD Or AN " / I M .Bfp to BE SOMT.E 211! - �sw 1. . 51 "rw 5 )' " �_ .NE NO 2. W/ SPECIFIC SDI 55 - OI S,70,* - ... 003"'r Of 0 IPIULm ITAIMINKI & FIbUMCERM COMPAW al fl- �31. 2197 - - - 20-176 IT '. +: ____ ...... � .. . - 11 ... FNK (PROHMOR-liff", - (OUA"-Oml � ,p - (-I I - TOO ._ ", .'.;t'_ N ' , _F - - C.-U7,10 - . DANNO, . , Ill/ ;m�w -SIALISKINION"WIONT eIPO A - i - ____ I I'll, ' I I - - FU-,**, I I NP,' . � w w ft -------- A . , I I '/24 -I", Roft I KXWI W e' " t ' 2'/24� I'/24 1111- Ll (E) A I III 1, 1'.." Ilits T'/24 * 4'/2 W/ ow 10/0 (D - 0 ri�g ,KI j sucen __ 3- "' FOR otwictern �,R:Piciim, sa , _ _T _ __ __..1__(= '. Ilk,. ,_7 - .!a. w _'.. _____ - mc`a� w 'm is "'.4 _\ I �"l or TO SH � SC" ____ __ - ___ _- ` 7 � K7 � Oil __ - = = F" ', I "W"r W. ,I,T I" SECTIONS ON WE, " .. 5 I' 2 ; I- I ,' -.,%,Pr � - - ___ - ---.-- _.. , � - �_��__ T.. - .- . __ _ __ _ _ ____ _ - -.- - _4_-, ---I- ='. 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I I I 64 x 'L* . . I � ' ' ' 'll " ' ' ' ' " ' - 60 Z .L. , : B� ..AAE') � ("It" FWL) � IWItel NOLL) I (INTOITCle A-111 (&� - , I, , I j (�ViO� �A41r�) 7 j ! I",) I wl k" z I 4 Kt� , BOND PANE, ' ! ONVENEIR PANEL) (NIER07 PANEL) 1 APPAIEL) � ! . I I � 1 1 , , ! , EUT WIFE 2 3. . W,� � I �. I 61LIDI ,SfE Im .' BEL , ! ! I i : I : , � I . - No" �. " I SELO., , I i I i I I � li i � 2�` � � 1 ) I , � ! I ' -4, -I � i � I 11. ; I � � I I I � : .1 ! 1 1 - I � � � I I � I � : � I � ' "f,- (�� I �q I . - �ji. ; ' _'!� .' 1.1 � � - - C, ", � � ; I I cl� ' � . � . , � 117 I , ; I . - '� 1 1 �.� "liv I � 10 � I i : t ; , -ol R' � I � 1 1 � , - i � I ! 1 ' , . . . I : I � I I I ! ! i � � I i 1 , - ! : . I . � : � � : � �� I I I i . I I � I I �! I j ' 1 ' I 17'L.'vfi'qI ' ' . � � i , [ � � . ; ; ; I I I � T � I � , I � I I I i 1 I ; . I V41I ;v W�IL A/ � � I I j I I I � � j", � I 1 � --- �i. ./ . i : I ! � I 1 � 1 , , � I � � I ' I ; � ; 1 � � I NO w/ I I � � , . . I I I . 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MAY of LOCATED, 6/2' I ,/?- I INTO PAK") M CAD " 0`0",S� O", S"E" '. zl�I C��) OR (D */ OR -/O@ 0 " " ___ __ - WMFAOR PAWLS - , _ I- I, to SOL NTMAI AT EACH I LAS, =9 TO N WALIUM AT LAC 0 ALWAYS K 5LIE& UP�ING N.Oftl K PROVICIED Of/ " HANDUE TO fACLITTAITIL =4� TYPICAL ELEVATION FOR �*CAIR HANIELF 10 '"FFUE INSTAlUATIO. TYPICAL ELEVATION FOR S S 1000 OF INTENDED 10 K INSTALLIO? FROM F-'- ,` TO ENDED to ft PONSTA,l ED loom -Z HANG TORM P4N�L YSTEM INS" or STRUCTURE ORM PANEL , Sy�e ItS.Or E 01 %F"Fjftf InItr S/32' - " 1 ---.---- IC^z 3/3r . I. -] - ,,---I-,,,' - 1* - - 1 1/4'. - �'_'Ar '_ GAP __ P.. Iil,. uAl -� k I -, ",_/ 11, 777 - _7_'K_7_'\7 - - ,\-/-,,\,-z ; X / \ 4' _/ \ / 7 7_7 \ 7 \ 11 �� \_/ \ - /_"�v ---'"---' '� 101' ce- (D v - -/O @ (2) (17 �� 2 K�Zl- LOCA Z ". - .I END MINII 5ECTION A . 3/32' . 91I 3/$r - I' OW10 W^x .V32 I - (1) DEF)WPIOR-OF %FRIU 1AW L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL � NOTE% , TRACI AT TOP A, PANELMKIE PLUS OR 15* LONG ill 0fF%0TION,Q1`.3EW13,,MO I. - ,' "" STORM PANEL SY571M CONSISTING LIP FANI - I OOrTOM W/ PANELAPIAl C-1 TRACKS Top di Bolcom, (2) E D PANELS SHAU ALWAYS (JE ) , SIU IIALI 91 MEANS 01 SH AAT TOP Of SUCH PAEPrLS� SHALL BE CONNICI ED to , I " * "' .XW W (2) (ED "ANELS SHAI YS 13E CONNECTED 70 BOTTOM TRACI. OTHERWISE A j,TOP RAN P=TES OR, G`!�Ull EIRIV "Ol 7 L'COICE Ill AT 11, 11 1,,l ALL BE PROVDED - :,/ 'PHU.:;SGA,9'RVf6'TA � 4 �' � P�EY&!T,��/32" WING NUT OR IgTE (3) � 0 (2)(EKULPIT M "� ", (I) IF CND PANILk ARE CIONPRECTID to quTTom TRACK. cola,rv.oN smAi., col or DESCRIBED ON [LOW) 1/4'01�20.33/& III IT/ 7/8 Oil WONG NUT OR 1/4*ft3/4" M., tHLmb-cHr* (3) FOR CASES M" END PANELS APE USE JOINTLY W/ It' LOW, TRACEI (p AT INTO YAPPF BOTTOM TRACK LOCATION OF FASTENERS MAY EIC AT E OTHER OF TWO 1) , EXIEREOR FLAI FLANGES OF END PANEL (rOJAA�SUT ENO PANEkS ARE NOT CONNECTED TO OCTTOIR TRACK Q. STOP 80 SHOP BE PRO,ADED AT TOP OF SUCH PANELS LAII ON CASE I ITOOT ENO PANELS ARE NOT CONNECTED TO BOTTOW TRACK I[, Ill A STOP W (4). FOR INSTALLATIONS VO4CN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS CHI Y USED AT top) AT I CAST TWO PANELS,SHALL BE CON ECtED TO HCITIOM lWo MOLAKTIO 10 FXIT.141 Sia - PAIN INIII OF LUTO CONE - T'AlETEL USING S E WEPICATED ON NOTE (3) ADM N SUCH CASE. (CONNECTION OF PANELS I= P C'S .'TTACHOING BOTTOM TWX TO WALL 'Xr 0 I .,I.. It) Ourr 0 "RACK,"I OCCle A' ANY PAPANEL LOCATION KNOT TV91LO UP5AE,DLJM0A1TNE`1Y&OMK MG SH,DWN ON I LfEvEiThON AND W - GAS 'O`O" P= V"" Y 'I, SEE SECTION ,*. & 4 ON S)&[T 24 srr ANCHOR SCNE�),�L: 04 �'Etl 25 M� EDGE DISTANCE FOR THIS I vf v d'� 'ITIAN NIES "".1114111171#1001", NOT NEED 10 BE CONNECTED TO BY .1 ITE ITIPAC. 2 , TAI " t'N of DI S CH THAT ADJACITO PANE LS (6 LEFT Or RIGHT SO , :� OEL) HAVE �i "'.��iy' , T�EER OVERLAPS Rr?�PPED By . ..!q;;4,t,iT , ' ' " ' . `�_ ' ' -' I? I. S� ' ij� o "� ,, " - ,yc EN - '.. . Is FLORIDA BUILDING CODE (High Velocity NUT Icons Zonq)l 4F . z - "O."CITO. - 1. i : No. 41 1 6 j. 20 GAGE GALVANIZED STEEL STORM PANEL ~ III - : ' - - - I � F7'.. � i * � - _'N - ;--j_' __ _____ __ - " �� % .. 0 / S - OF ., 0: f � 'C' ""e" �` - _ �- o, STAT '� - . Z T1 L I E C 0 I Ill . r \ \ G L 0 BA L P R 0 T.EwC T! 0 N5 I ps MR to, D U C T S' U FAIL ;i` --'4wi,I - -TBFM- '� pto il: we I I �.' .. " -f '. � .. 10PI .'* 0 . . � a ma"g - .�'\ . I '11-wo-Hirm, . ?-'�". .... , � 1 20-176 ' �' Mis .. It I - I%-,- '.. 'KNEE C-AN-1.5, 'Aw . � 8 - , , 4 � " " - -).M- .v ."-7.-, ___ . %1' K - - -OG047 - owle-4 ON, N � ON CA " , t , , AL,SS. OA " _ IN# it aliAlig", 1. SE T'Ar/olin ftw 11(w TILUT - , " - 11-111, - .. _; ----- -.4 �._.=" 1-1 11 I . ,it 0 'i'v , I . � I � � I INSTALLATIQN DETAILS FOR F-TION 462 FOR WEE SAFETY STORM PANEL SYS& � INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURE 'P e 1. 4' TAFTS, ANCHORS 1.'4* 1APCON ANCHORS , 9, O'C 0 91 CC T-1 POURED CONI POURED C04CRM -- , ..- DR CONCRETE 111TOC. ... 41LOPLARED 1 i - r-C - �. __�: OR CONCRETE BLOCK '11,0.1*0 -, '� _`_ I C_ _� __[7:_j[ -A I I '/I- "" 11 7 , '/4- ! . ... :��% ED.- I � I � I ED. I I I I 4 . I I Ill - t , I'& T � I I I : - mc, . ( J" I I I j I - - IT, _ ',r-j; .w- , cg � -t I *YIIIII�.. � E_ , - amr. - - . - v : -, I I : . � I 6 � I - I.) 1 1 4, 4 E.,Sylw"' I � GLASS I I ; : 1, � , I IAISIIITTIQ_� I CLASS t : I � I : ; I i 9 I : ; I I I ; i ; '.4 : I I 4'. III,- i i i 1; I � � ! 11 I , � . 6' . I I � . r' � � .'/."t'-'�-., t I � T I I . I, � : I 1/w KNOM PAY . 111� � ! 047 "MIRUIP T I : � : - I I � � I I ! . I i I I 4 . � - f. -t I - I I � . 1- " ' i: 6, � ' ED. � i I to- 11 I 11" I "I"111111110 fr�i_`- I " I I 11 1 - I .1 -I "1111111111114.-.1 _J I I � 0'4-wo PANEI.AiAlE -its W/ . PM(IMAIE PIUS Wl WNG 1/1. " NJ' WASHER I'l4-10*. IT'. , 3/3�' OAS NUT W-SHER 0 a' I ;4'N/03c' (BEYOND) POURED CONCRI POURFD CONCRETE 00 CONICIFIFE BLOCK OR CONCAM BLOCK RELOURLD, WALL 11110ffilill INSTALLATION RrOFARED WALL MQI�ALI ATIO SECTION SA 0 REGULAR PANEL SCAU 3/S'-I- * LIFE SAFM PANE ..,,ABN'HI""'.'!"" ScAlur 116--,- ,/.-. 1 1/4-1 $a SHEET is a 20 Too 'POLHOAS TYPE A Now "PC I- J Ngazr Sr�,CNC FOO, .6 ALLIT9.6 INTO .000 1 - - - ----------- - . TRW IIKILDNG, - APKINOR - E.) M"� ANCHOR SPII**l AID INNUM I= OWNCE Alm .bc.m GOT, '.% _ - -_ _�C" i;;i SCHEDULE FOR ED LESS THAN PROPICArio, ON " -) ,'�." jp�_- -0,,-, SCHEDULE 0 Aw.D`t SPACING 111, Ou"JIM. SMICING IIHOOm, O. 9C.rOUU` AcTua. ED "BE mom owm P 1W FOULDIAng 400I FOR NIS O�EJRKTON 10 BE POWat, PEDICID I . SPACING OBTAINED � FACTOR S_ I I - A'USIS I- POKNUN S-AC� .11111ED EAPIN ANCRICAT TYPS 0. '46 SCI.EDULE I I'M - !_ r�---��i-'" .x .. ivs�'�:'?�\ : : I . * � . - ' . tTAT'E PF i.'"ZI I I -) , 0 6�- - - I , . . �DR'I' v , . ..... , nw ..'v , IT.- I I - __ '.� _"/�A�-.,l v-10 *-0 6) ,;i.x 'S -r,- %_ 'I - in 0 0- Ir- �_ -.0 0 (�j III; - �'i In ..O i:p � � ...; 0 i-a .' � ';� �11 a) t ;a- 6) , .;�' '!� _* - , T!� % �-' . I -1 ". �� '* ( "�6 0 1> ' si .;, d I FLORIDA BUILDING CODE (High Yslocity NUT Icons Zone) - 'XIEW. - '20 GAGE GALVANIZED STEEL STORM PANEL ' " - --.--- CONN. ft - ",, GLOBAL PROTECTICE PRODUCTS, LLC. N "I/34/1"u", LrE_- CO3.. , �aco 1. III S"It'! DOW - ".,(-Im.ml WE - I :! - ' 20-176 -1 R'" _�_ -1 . I Ill I -�;I- - ow."�.., HIO'lK. (W)--"��% - .1 - v;7�7�� __. - � .400,111111 �117. A TKUl OF IT �� ____ __ � _ fil I I E-2 HANG STORM PANFt SHOWN Off I.$ PRODUCT EVALUIATTON DOCUMENT (P I D I RAS BEEN VERIFIED FCUf COMPLIAKE IN 91) UNJOIll EMBEDMENT Of TAPCON ANCHORS AND PMELMAIE FEMALE 10 A, PANELPIATE FILL15. IWO CONCRETE ACCORDANCE WIT" THE 2020 (7tc, EDITION) Of THE FLORIDA flutLOANG CODE BLOCK SHAU BE I I w DESIGN WINDSOADS $HAAL BE DETERMINED AS PER SECTION 1620or THE ABOVE NENOOT CODE, 92) MINNO EMBEDMENT OF 1/4*0 IT //8' CALM-04 ANCHORS SHALL OIL IS 7/0' INTO CONCRETE FOR A *NO PECO AS REQUIRED 10 ME JURISDICTION WERE THESE SHVITTERS WILL BE INSTALLED Aftlo NO EMBEDMENT ONTO ANY FINISH "TERIAL SHALL BE PERMITTM FOR A DIREMKINALITY,rACIOR KIT-0.85 QSNG ASCE 7-16 A140 SHALL NOT EXCEED THE MAXIMUM (A.SA).) '/4. #_ko $5 SOEWALK GOOL IS V%_V SHALL BE LONG ENOUGH(SHOULD ANY 110,115f, MArMUOU EAST� TO . DESIGN PRESSURE RA INGS INDICATED ON SHEETS Z�' All 26. ENGAGIF 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DC"LiNED PER ASCE 7 - I 5 SHALL BE FIRST REDUCED TO AS D DESIGN WIND LOADS By MULTIPLYING THEM Orr 0 6 IN CRIDER To 83) IN CASE THAT PRECASET STONE, CA PRECAST CONCRETE PANELS RE rCPjND ON ME EXISTING WALL. TO COMPARE THESE W/ MAX, (kS D) DESIGN PRESSOURr RATINGS INDICATED ON SHEPS 25 A 26 ANCHORS SMALL BE LONG ENOUGH TO REACH THE "N STRUCTUIF Al SUCIII PANELS ANCHORI SHALL Of AS hic"ITIONED IN 0 1) AND IN fI �N ORDER ED VERJ� THAI COMPONENTS AND ANCHORS ON THI$ PE.0 AS TESTED WERE NOT OVER STRESSED. A MR INCREASE N ALLOWABLE STRESS FOR WIND LOADS ITAS hiliff USED IN THEIR ANNY'StS FASTENERS SPACING To WOOD HAS SEEN DUTERTION11) IN ACCORDANICA MI. NOS 2015 I ANC14ONTS SHALL Eff 'WALLED rOi l OWING ALI OF THE RIECOMAII, TONS AND SPECII.CAT,045 OF rHL ANC.C61 S MANUFACTURER STORM PANE � S ALIEDIJACT FOR IMPACT AND FATIGUE RESISTANCE Igil BEEN VERIFIED IN ACCORDANCIL WITH SECTION 162r or THE ABOVE MENTIONED CODE AS ITTA CtNESTRAITION TI LABORATORY. INC REPORI IT 2032, AS PROTOCOLS TAS-201, IT r. shALi BE THE RCSPONSISILM 01 THE CONTRACTOR TO VLRJ� THE SOUNI Of THE STRUCTURE WHERE SHUTIER TAS-202 AND TAS-203 IS TC BE ATTACHED TO ENSURE PROPER ANCHORAGE THIS SHIII',Lk SILAII ONLI BE ATTACHED TO CONCRETE, Ill 2 MIS SYSTEM HAS KEN DESIGNED tj BE INSTALLED DIN THE OLTMOE Or THE OPENING ACCESSING vPRE OPENING FROM TWF of, "oon FRANC BUILDINGS NSOCf W/O 'HE LIST OF A iADOER OR LIFE FROM AIVOCATION IS VATIC WHEN IWAILATION IS INTENDED TO I)( PFFTPIFORMFD 12 THE WS70YJAIPON CONTRACTOR IS TO SEAL/CAUIK All ';P(UITTN COMPONENT EDICTS WH.CH REMAIN IN CONTIN001.1' PROM FEE INSIDE Of STRUCTURE CONTACT Wait 'HE WILDING IV PHEVIN11 WIND/RPO INTROSON CAULK AND SEAL 5411.1744 TRACK� � AROUND �U,L 3. SERIES TODD INSTAL-ATION is A.ElpticIar To SAYGIJ AUTO DOUBLE HUWC, �TYLI WINDOWS M-rh NSrkLATION IS f[EQUIRED I') 5L JW�Tll PfRfORMFO PROM THE PISTOL Of SMICTURF 13 STORM PANEL INSTALLATION SHALL COMPLY Wirl, SPfCS INDCATCC) IN THIS ORAWWC rtUS AM B%JlifjiNL MO ION -if". REGULATIONS PROI By 704f JOLNISFIECIION WHERE PERMIT IS APPkIE0 TO. 4 SMIS ?OOD NSfAII AI*N 15 APPLICABLE IC SINGLE AND DOUE1If POUND AND HORIZON1k 5LDERS STYLE WINDOWS WHEN INSTALLATION IS REOVIRED TO BE PfPFORMED FROM THE INSIDE OF STFU�;TUIRE 14 ATRIUM WINDOWS AND DO011 kK� E - Z HANG SIORPTO PAVOIL SfST-M� IS PATIENT PENDW 5 ALL ALUM1140M F-TRUWNS 10 131 115063-16 ALLOY "D 'EPPER (UNLESS 01-IFFIll NOTED) I!. (a) THIS PRODUCT LVALLIA71ON DOCUMENT (PEO) PKPAEl By THIS ENGINEER is GENERIC All DOES NOT PW-VDP NFORMAIKA FOR A STE SPECIFIC PPOU[CI Pt WHERE 704L 9rr CONINPONS DEVIATE MOM THE PLO 6 AIL AIUMINUM SHOW METAL USED Al C(OSURLS SkAL1, HAVE �IM514 ALLOY I CONTRACTOR !O Elf RESPONSIBLE FOR THE SELECTION. PURCHASE AND iN51ALLAIION INCLUDING LATE SATI-TI OF I� ALL STEEL STPEET METAL PANELS SHA! I HAVE SIROCRIPPAL OVAl STEEL. ASTM A- 65! GRAW bO ITT, GAl STILL THIS PRODUCT BASED ON THIS P E O PROVIDED OVSHE DOES, NOT DIVATt FROM THE CONDITIONS DETAILED ON L'I'SIGNATKY!" W/ry- 58 5 kal (AFTER NULLED) rNIS DOCUMENT CONSTRUCTION SA!'"Y AT 511ir IS THE CONT3EACTOR" RESPONSAIA-ITY a ALI SCREWS TO IN STAINLESS STEEL 304 011 316 AJS' SERIES ON CORROSION RESISTANT COAT-tr CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUl DOCUMENT WIU Ok CONSIDEACID INVALD IF MOCOFIEL 5U018 W/ 50 "� TTEIV NlInNay" AND go "� TENSILE SIRM.'TH III SHALL rXPMPIY III/ FLORIDA BUILDING CODE SECTION 24113 34 (d) SITE SPECIE' �RO)ECTTS SHALL Of PREPARFO By A iiORIDA REGISTE4ED ENGINEER OR ARCH OECI IIII WILL SO KRIS TO BE ASTV A-307 GAIVANI STEP, Oq AOSL 304 SERIES STNEAESS STEEL. WITH 36 Is, MINNOW YIFID STRINGTIt BECOPA, THE LNGINO Of RECORD It OR1 FOR THE PRI AND WHO WILL Of RESPONSIBLE FOR THE PROPER USE OF THE P ED. FINQNEER OF RECORD, ACIMG AS A Of LEGATLO ENGNEEP TO THE P E D. ENGINEER. SIML TO ANCHORS TO WALL SHALL BE AS FOLLOWS SUBMIT TO THIS LA77ER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) UfALTENI-I'mu ;'��_;'.Rvr (l,.) THIS A E 0 1,HAu BEAR I'[ DATE AND (IRONk SCk MO SrkATURE OF THE P4OI`ESIs4NAL ENCIAOILE. 01 - 1/::O,TAPC-)N ANCHORS AS MANUFACTURED 91 ITIN BUILDEX, INC (MIN. C-3192 oil) RECORD THAI PREPARED I - I/ N 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DI INC (MIN IC-3000 OIL ) 'e, STORM PANEL MAINUFACTURER'S LAEKIL SHAII Of LOCATED ON A READILY VISIBLE 1.01-ATION A' 51ORM PANEL N - JI 10 PAIALWATE FT".( ID & PANE�Ill PLUS ANCHORS AS MAHLOACTURED Ely I CONSTROCrIGN PRODW-11 ACCORDANCE WITH SECTIO 170993 OF FLORIDA SU,LOING CODE ONE LABEL SHALL BE PLAC(11 FOR EVERY CPENING IT', -X150 P . I I LABELING TO COMPLY VATINECTION � 70992 OF rH( FLORIDA WILDING CODE PLO) MINIMUM CIABEOMENT Of TAPCON ANCTIORS INTO POURED CONCRETE SLITl BE 1 3/4- ANO 7' FOF' POOVELmATE FtMN.f ill Ok PANELIAl PLUS Al MINIMUM EMBETIMENT OF 114-9 9 ?/ill- CALI, -IN AWHCR% -�Llkt BE 15 7/6- .%To CONCRETE No EMBEDMENT INTO AMY FINISH MA 'EROOL SHALL HE PERMITTED 1�/'. 0-20 SS SIDEWALK BOLTS USED SHlAILL 6L LONG ENDLIGM(SHOULD ANY FINITE MATERIAL EMIST) TO F04GAAGC 3/4' INTO ANCHORS vo"�111"."" A,�) IN CASE THAT PRECAST STONE, PRECAST CONCACTE PANELS, DR PAVERS Of �OLJND ON THE I 11 A' LIP ;;��":. Nz)'/�'% L � FI.00R. ANCHORS BE LONG ENOUGH TO REACH T14C MAIN STRUCTURE ISE'INL SUCN PANELS -(71'UNA"Of Sit& I �N C E) V j� - %'! � "I 'SHORL BE kN MfI41IN0 N A. I) AND IN A.2) /0"r- . _ =*: No. 44167 " I lsc� 1,9 . c ur-11ING. CDhCRM_" _._01A" i ' : * :*I 1)4' 0 TAPCON ANCHORS AS MANUFACTURED BY $I* RUILDIX. INC z . . 2 ' - - � ---- -- . . 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"CA( !,,-.I, ��'O '. 7 III -7S!,., ANIII P.t,s li.11H 5 I('. 117 � I ,,I'll � AT HATIV E 311W ,AFGIIIIA-� �,_�� : N1 C ,�14*- , Z HE. �O ;.Aw ".0iis, R 1--l'u.0ALFUL, ML.O(l,, Ir Pv 117 ,P"";�vl ... , N� 4 III FiFCrr. 0kYF`ImY or !, OR , 11PAL � I . i 114K,ocas�'-��`,J; :I-- z . . FLORIDA BUILDING CODE (II Velocity Hut icrine Zone)] "T "' 4F : NO. 4 151 � S il�� I— - A4 z . = Is: :*= - IE ':;i�,-�.A�A,C AEC,,,iN,i,(IM 1c. Afp�TAPNI III 'O' A, 1 20 GAGE GALVANIZED STEIL STORM PANEL �__ 11 1 " = I � = ,H * IHIL AA --I' Q-11". 11) ` Is 1 til, HAIEL I I V, 1�'Iil = . I . I ! - ______ - int", - 1I.F`x1 , ,: � _�.11_ IIPIF CH, ,,;,, __,, I . \ .,/. - __ - . :k _�3 SIAT OF. .,� - _,i`= " � , GLOBAL PROTECTION PRODUCTS, I.I.C. .1 ' - _ . I " ALTERNATIVE TOP HEADER _"__/_,�,_,., , IILIECO,.c \ CUMMNMK"-OL-Um" - 1+: - i"I"I"IM11 - hu � , L --. I jMW_EMW- el��,-I?l �W/; u.r-dp-wC. ITHIPMEVA".4 co -A., 1 ".. "I"111111,16, COMMON A AMC LOCATION 0N, IL t 00 ' 'O" . 0011 V-1-A 11 it, 111ji'LI 11 .. 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I ,J�A ',.� �1'1"�', � � ' 1 � I : I I I 1 � 1 � I i � - : � I i j I � . + I I s I , . � I . . � : ! ; i ; � I I T I , I ' i i - I 1 L4 ' , , � I I I 1+�, I : , : � . I � ! , I I I � � I � ! _'__ �',A � � I I "-) 1 ' ; . i , I : I � ! �1 I I I I I JUNBOLfrD PANELS � � I � � I I , i � . � . I I � � i .N- . - I - � i - ; _ i - - ! ,- f � I I I AM - I i_ . . i I . . i I � ! � I BOL FEV PANE I S W/ �/40-20- 1 ! . I I �FRLAP j ,(SEE SECTIONS AS � I APPLICABLE) I I � I � � 1 � I ! ; � .� I � I I I I I I I I S IS FILS $%I */ 45 0 EA � � I 1 I � ; j � I (SEE SECTIONS AS APPLICABLE) -1 I I . � I � � , � � 1 � I I i I � i � � � � � I I � I i I � I � � I T , I I I I I : I I I I � . I I I f , I I . I , I � : I � � I I � I � 1 I I . I � � I I I ! ,9 1 I I I ; I I I I I , � � � ! - , . I � I I � i I I I � I I I D.M..(�). 40. �, I_� � - ' I . � I � � : i I I ! I i I I I I . ! I I I I I _� - - ! , � -,-. 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Is 915 I 1, 1NINCA t_�!P= DIRECT wow � � I IT HEADER - I MEADOR i I I TUD ANGLE � I `,. TRACK ; I `�% I Ii /- I IT L*= - I DIRECT MOUNT L - "' i 32. -__T__��;:__l I w w i 7 � 57 __ . I— 75, _-� 1 5' - ",_ A-NGLL - - J6- I � I --- 4� 32- 3iI 1 - . f 37 I .- 42' -I __ - M* S;;_ 17 - - __ - __ _. . - 'f __ t _ - � -32 * - _+ 32- : __ - � A2' ... __ 87' - - _�__ 1. - 1 6w 31 1WK - _Mw_ -------- A 5S. I I __ A - - - __ ; l __ - A& " , §uu__&ff_1_Tw ,2' 'a' - 60' , f %__ -.- _.__.__w__�__ w%M;z5 __ .,__��___, _3 - , - I- __ . --- - - !'� j SO- j i .12' 1 38- I _ I 60* t 50' ; : " ' .,RRd INPIL - * : � 44167 '. E ; * : 1 � ___ ;i,. � TATE 0, � , * � __Sz,_ --- , 1.1) 11LIECO.Faic . 0�` 4-14- J , I,, I,,-- TORIDIK .-,-�, ,j �C*:-; >-5, -41 ALFI. 1XV A! `"0`05� C4 ,,, �,q� i ...... .... v ,� -, , - Lee, .1-11 lrql _). M - ",I � NA III� -- -- - _%.= � - � CA-000ii 24 GAGE GALVANIZED STEEL STORM PANEL . 1XVIAT"i p a n?1w. OBAL PROTECTION PRODUCTS, LLC.1 ' DAM MOO 10, IIII� . ..MIL F1 KHoAE (-) �_. 4ZI-111111� 20-175 . - I - I--, =Z_ _ 11AWARM, . 1- -1 1 ___.__...._,______ ____._ __ ___._____ .. __ ___ . - - ____ __ - , _ . .. . .. ... _,__..____._______,_____. ___.________ ___1____ - GENERAL NOTE �,�m,t�u.n!,!!�IA,��-.1�m�AMTIO�N CC) 1U,_X*511NQ_,Wt�"__I _7191ELC �9?LI - �9 55 FOR- .11 �`TmUgt,_T (HE 0) HAS BEEN VEIPFIal fIJM rOVITUFAI M ACC04TVAIlCr - ,'4*0 TAPCON ANCHORS, AS MANUFAT719FIFLI Ell ITW 8UILUjA INY C - �� WFIN T.L 2020 (71. 1OIT'OM) U1 THE rLr1RTDA WRI 1,01IF ?.FS SIOR. PANEL I.NAI, KrI ME .1STAFD At MCI, rQ ,'01,11T., N PRO Lt�. - #-A- IP PANC�ATE FEIWALE if A40 PAKIELMATE r'LUS ANCHORI AS NAMUFAC-uliFF1 i -1 ". -11 VFLOCIt- HURRICANE ZONES (M~-OM / BRIWAII COUNt-1-5) 'PER - 1/1'. � SCREWE PER NEI!� Dr�`(,N WINE, LOADS SMI (A Cirtt"'Al"re, Ar SECIION 1600 OF 'HE ADM AFCFm`P)NU) C(lOE FD4 A BASIC WIFIL - 7,,11;'# . 'j/8' INOCO BUSHING. AS 01SIk'q0:EO MY ALI PUIP41 StRFW MITI'.! A, Irtro - S,FCLO AS ATEIDOIRED ETY THL J%IP.1SVC1mQV *4EPE STORM PANEL Mtl AL INSIALLUE AND WR A DIRCCHLINAL.FY FACTOF� ,I THt PlIt-AURIC 1;� -vrt) - C KD�U 85. UWNL. AS( I I � 16 AND %H4" N, F"CIVI MAXIMUM (ASO) DESIGN RAIPIOS INDICATED ON SFEC75 9 IM(tv t7 4 I?, 1p Cl� MINI L-M IFFEADED PfHL-TRATION INIV WNXJ OF TAPCON MiTt"S SHAa , ,Qp VMC ." fic I I/? "n". FL(Cl II�r I'w" a ANOMPANfl-MALC FEMALE 10 :;-* .." ,%. , ORDER TO VERFRY THE AOrNk CONIV;QN, (Mimilir DESIGN MIND LVIAI rCTERMINITO PIP A',Cf 7-tilk SIMIt 81, FIRST - I -0 I -el ILIAI PO AA V OUSIGH F`RFSSURE RI NY MUL PPLIING THE. 01 V E, IN URIULP TO ((,WARE 114CSI A� MAii (A S 6 ) - _') MINIMUV IHRLADEV F`CNCTRATION Or _AC SCREW. INT,0 THE WCOO FRAME UNII SMALL BE I .1 101 THRI 'HI, ' PE '" PRESSIFTE RATINGS INDICATED UN SHII $. 9 INVEI 1'.1 al 17, le PFNFTRAIkA INTO �TUCCC II BE �ONSJDEREO AS PAPT OF THE Ruov,qrb THREADED RATION '0 IN ORDER TO Allury OW ANCIFORS 0. ,His "ft) AS TESTV) WERC NOT OVER STANI A ,-3% 114CREASE IN AILICKIABILl .% 11 t- , MFSS FOR MNO LOADS WAS = USEO IN tHfiR Nqlllf�is rASrFNFw_ q-AI �Fi WOO,' ,W� Fail, O,�FRWNFD ,N t 11 M-iiiIiii ILK;( f,4�!ANEV OF LAC '47ilrlit' INTO WOOD SHALI BE AS -NNCAT,-U1 IN TMtS DRA II ACIOR E *I'M N.DS nib Wx �,Mll PANIECS AUEQUACY FOIL IMPAI, NO WIND RESSTANrIE flAS SEEN VEMI IN ArCOROANDA Willi SFOTION 16011 I I (� Q 4) MIFFWAA PtNtfRA104 IN *000 "U�FING SiAtl_ ME "'II, ".- A 2'. �_F,r_ Usvj� "j or , ii?. 'ONC M.NIMU.1� THE A130VIT MENTIONF-, CODE AS PER AMERICAN .-EST LAB 01 �0111� FLORIDA REPI f(III ANO #021902 ", A,� SHOI ItUCCO E�tST. ANC, I' illiNUFFA " WALL', TATTM NI SWCCO C_ �o PIP �SIO 12 " & ASTIM C 3X-02 STANDARDS, ANU NAFRic,AN TESi,NG LAM SOUTH FLCViFOA FI(pCir #11�21D Ili AS Pill 1_. IF: VAS-201 AND TAS-203, PITC,104-OLS. AMIT A� fill, I.AlfAILA"kIN� PERVORMED IN ACfORFAI W/ 'tCTION 1654 OF 'HE � 5) IN I�Asf THAI PRTCAST STONE, CA PRECAST CONCRI PANELS ST"Cer) IA *000 OW.D., of ri)UNP C-4 !�IE MlINC -,I1, C IiIIIII0. Eft,kc,14C CNY NAt" ANCHORS SMALL SE LONG ENOUGO TO R1,404 !Mr MAIN STRI BEMIND SUCH rAKEL5 �WMCAACJ SIMLL (if Ir. QFNIIONF'D IN l.' 1) C W) A C 1) , IV) - 2 AIL ALUMINIUV FYFRir,ICN'4. Ir 14 6065-16 ALLOY VIC, IEMAL11 (UNLISS OIMERWSI NUUT�,) SUL SHFIFT ., !�� ID; NCHI SMALL Ift INSIA1170 101LOWINI; Al� �� IMF RFLQMWWATION� AND WE I.F CA I 11)".1 I. TH, Awl A"rA(-.p I R � Ail, ALUMINUM SHEET METAL U',,FC1 At (AUslikkS NIFA�k IMVf 3105- M4 ALLOf I A i r,�rll sHFF1 MILTALl F.A1WI$ SHI IIII STRIJC1IJRIN jLiAJ.1TY �TLEL A.". A 653 ioRADE LIE VINIMIUL, " 'O GAL�ANIIED a PANELS WAY AISO BE INSTALLED HORJZQN7FC,Y FfiLICAVINC INSTA!LLATION OE-CL.1 S,IDWN C11 SCETRIN I '41TO�,Gll 6 (�.HFIM A a H'W(,,- S� k.,:I.P' TM.T .ICAI A(D SHALI .07 ME USCV .1 - STEfL lAITICIOTION W/FY- 922 - (Milk RUtLIM) , I SMALL .'Jf toff RrSFQNS,MILYY Or THf CONTRACTOR "O VERTF, THE SOuNDI Of IMF "UC11UPE WHERC �1111111 - - I Ali .;I-,Rtw TO Af STAINLESS STEC, IIII OR 3!6 AS, SERIES OR "CIFIRMON RFSIST.ANI 1U.IJO CAPLJCA .Itk� - PIP LIIN , AT AI TO Nil.lfil PROPER ANCHORAGE THIS SFUrrP SMALL ONLY BE Arfi,�HEC ILI C�_Cpm DILOCK '�). FRI it"Al 5001� AII SO ki, 111- �.TRJI AND 9C - TENSILE SLFKI &NO �MAU COMPLY */ I-,r,.E� iI ,,,Uf SE(fK)N 8kiltrINCS ,_ ,3, !fo Efitv HICIJLAk %IC,RM PATIE! WITI, tENCIMS OVII 90', AS KA SE,.MONS 1 2. 4. S b AND ALIERKATIAS In. 3* �IIII A. �. I, A, ; RFSFECTNTI-Y. SHA.I. HAVE A 1108a Mr, READILY VII MANKIN'.. 1W�TRI1r_ll.i% OWNER ','I T1FMNI Tl� f "OtTS M tit ASIM A 507 GALVANWEit, %[Th OR &I NQ4 SERIES %',AR4f!,1 S:141� WITH 39 �F� M-NI-10 YIELD STRE"OPI SECURE PAWIS Ant. &PPLICAOILE REINFURCEFIENT C'Jilltu, P�RFOCII, Or ItURRIC.Aill WAAMNC. I I ANI 70 TVAL, �Hki III AS F(AiCS 11 IMF .111.!�TFOIV CLJWF,wTOR S To SEX/ALril,' A, SHIJIsER COMPLINfMI i'Li,A., WH(ti P(MAIN IN �UNTtNUI�ki' ,O%TA(l III THE EUILE,jNC. rO pREVjW WINU/"i., NTMP%K,N � tk) IQ EXI!�7.!Ni� PPQREQ C04GALTE - 1/4't YAK,ON ANCHORS AS MAJ40FACTURLD FT( I I W ft'JI)EI, FIK. (Fll,, F'11'4.' pf� ) I ,� �JUANM IA14LL INSIAIIATICI SHAIJ COMI MI. srITCS INVI(ATED IN 'HIS 06,0"'NO I'Ltfs ANY P11110I AIL) ,FIFI IllCu 1ION1, 11 ANIII011, AS MANUFALAlIkEf. MY rIFWI Fw PA(MOID Ell WE Ailt.-�0�0104 WHERE PERMIT IS APFiVE', ID �:1.1:FA1.1II,'1'S1ALi< / ,'-- CLO-Sl' ANI Aii QIS1WOET7F BY .1 PUIN7 iTj.NEW O(011 & -1 ECIAIF1 CL, (L", I'l-lOw P.11) ! .1 (.,� TIV!5 PRODUCT rVALUATI.ON DOC.UMOr IF E O I FREITAFT13 EP tM!5 ENriNCEP IS CENCRIC AN[7 D01I W. - 114IM:lt IN' AMATI7,N A . ' -0 91 III',, lc%�,R�I�Iqll PRODUCII j I 'r. FIANkOWE tflil.[ 4) A PAWLWTE ,WS ANI AS WAH,I`ACnIRV 10. A SPE SPECIFIC -OJEC'. , e VAllf 'K SITE CrNDff1TiNS OC�I`E rRoV r-k P I ,, 1/4*0 ZAiMC NAILIN FINCIFIDRS. IL5 MANLFACTUPEO Em PEWALT �4C In; CCJNIRACTQR TO Of PIESPCIFI FC-4 lilt srix,Tio-� Fult-" v lm�v,c,, NcELLEI LOD SAFI77, 11 THI, PRI A 1) VINIMUM EMENEDMI OF F4KUN AWHGPS IWO POUREE (�-NI �ILIAL Of 1 3/4' " NOR I PANI ANt il",! ill 111% Pf 0 PlICATTIVO HE/SMl DOES NOT Ofl,MIF FROM I.( GONLATIQlP, $XtkIjTT fill IM!� rikil-LIMIF147 1 �/4_ IOP .'AMAC NAIIIN AMID"$ rONS-OCTION WET' AT SITE IS THE ,FNIFLAUr0FI 4LVIUN5iP1UT1 F' Tlljk TP1)n!-,T (VAtI.IAllON C1�ii7IJMElP MU BE C.ONSTIFFRITTI IMAI -1 WIT)DFIFt 421 CALK -IN A 'WLID 5k I A?+CMDF`l W� I or FFAIBI 1/5. INTO ?HE PUI '.u"Courf NO EUBEWE,47 INI ,41 SiLICCO SIMI: 01, li(�PII I/4* 0-20 $M1VS_ �J�ET' SMALL Of I I/Z' LONG MINIMLIM SHOULD SIFIC" * ' L"Sl M' "IF MI PRILLIP " SHAU Or, PREPAKD BY A FLORIDA FE';ISTI INUINEEN UP AMi7HJT;rT Will,'Il WE, EIF1,OMi lFil ANO I , MINIMUM $Oil WALks WitH 40 SIV(LU A1,11I MAY OF IIEAI SCRI 04 ALL TFIRLAOrp SCREW11 */1. .EAr E.,;FNELFI TI1 REC(,FF(I (E 1) Q � in. THE FRI ANII WHO WF_L Pit RESPONSIOLE F, IR THE BLOT WIT14 WINC Nut'S LFOPLN USE OF THV I' �, n (tOrANIFFIF Ol RTCOPO. ACTING AS A OI INCIFEM. IQ THt � i D I NFAN t fR '�HAI; 1ULAFF7 ITT 'WIS IA11f.P IW SITE SnFCIFIC DRAWINUS FLA II A 5) IN CASE IFIM HFUl.&SI S-UNIF ,'RF,1AST CONCRM PANELS PAVERS, STUCCO OR Iii al,-NIP01, FIVE FkO OM !HE EA,NTIW, WALL OP ttl)fil. ANITHI)P'S �104, CIE t0iA FWA,Ell lil REACH rHF, MAIN ' Fil"URE OCOND S":k, F`ANFI� - C,J �'S FED SMALL OLAF, 'HE UAIL ATIL ONK-INAI `,t.AL AliFt2 SFGNI ,,I THE rW)F-.S'W,1UI FUNCHOPXrE qMAI FA 4', lA1NI;1A1',' IN A 1) VIC' IN A;'� ENCHILER j RLIL01I I MAT MtEPARED IT ,S) To [X.jSTjNC I;QhGBEjL LI,LXW A_�-,M C- " I A SHUTTER $ LABE'� SPAL, CIE LOCATL,, ON A READILY VIS:BLE LOCATK� AT S%IRM _,J,.l - 0 TAPCON ANCO IICS AS MAN-PAVIURVP my - I W w4n0cf, INC �A* �MAN1JTArTJPEP FAAf_ SH 71ER IN AC-RUMCF, WITH SEr-ON IT09 9 2 Or PLORIDA DOW' :%C LOOT ONL LAB 4 :,4' . . I 7jB- CALK .IN ANCHOAS. A15 MANUFACTU4EC MY INWA41. ,NL SMALL of PLAcCEI rQF, VvER� OPENING .AKLJN� " `,CWL� III- SEF-ION I 7`T9 9 �� IMF " FLOPI�A ". t/4- 0 A �,14- SOi,�O ANC,ICIFts. AS DIS:TR&JT.[i III AIL FTOINT $Cqr*, WIT a CPECIALTY C-1 6UtLNNC . #14- 10 PANE--FAI IlWtt ILI AND PANFIMA7 �.Lll ANC.MORS. AS MANUrAC70FIED Illf (Lc(� rCW"R1I.I F,P0 "IJ,�041"Ho$', . )/A- * 1AMAC NAILIN ANCHiCII AS MANUFACTURED By Dr. il� 1. TIC . "O A t� !II: . N 4 X. � , 4 1) Aj,s,..,M flift.0MINT ,)I TAPI ANC'HORS. r1VO PIANII AND ZAMAC NAILIN ANCHOR, INTO TMI A . �vNir.-.!jo-S OL01-1 ON" !A�k PC 1 1/1' : � FLORIDA BUILDING CODE (NSW High Velocity Hut Icons Zone f Z : M . " :LN.F, It, " SOIC :_ I[' ANCHORS lHAL-1 BE rwLiEDDrr) ?/!I' 114TO T',C C04CAC Bit'.. IJ41T ?JO fjlME;I9f.NF UM - 1 ,T- 67 %. 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Ln a, CL ), iiii (n ZO CIO C:)- I r CU _11iiiii" I III- -0 . a CIO < el - I , 0 ::I S 3;; �*- , 0 1 0 Is r , 4 z z w I mi .------.--..---,.,---.----�------.- _______ - . --------------".--.--------------�-...--.--".--,.�...,-...,-�-.-------.------.--.---.-��.-------I ______._________________. INSTALLATION DETAILS FOR REGULAR PANEL(f) F________,______,____ _______D_E_T_A1_LS -F-OR-SEO-IL-LA---��L�y--,-,------*------', ___ ____ -,--''-----,-------------------,-----,-----"---*- - ___,______,___ ______________ -------------, ___ - , "'' _ - INTO POURED CONCRETE OR CONCRETE BLOCK TRUCTURE I WQ9D STRUCTURES R - . � - I win -1 T.. � (i� I INSTALLATION DETAILS _F�MAR_ PANE I INTO WOOD ' I . . . - � I SEPARATION .1 - - . . . ___ - - - ___ -1 r --- I __ : IN TERNATE,CONCRE 1, I , --imDOO ANCHORS I i- (SCIO GLASS� I : "/,,.I;�. LOT ANICHORS OCATION (SEE CNEDULE ON i . , I E SCHEDULE AL 9MATIE LEG - . I -a- OR SHEET 3) � CATION I (SEE SCHEDULE ON - - __ 6 'J.-O, AT OEM RFO -- � (Sri SCHI ON i - SHEr. I 1) . ,."w Is I � . CONCRETE ANCN019S EXISTING POURED CONCRME 1 13� - . HLIV, 1 4".8* (Min.) E)tJSTkNG WOOD EXISTING POURED CONCRETE SHCEFS 9 THROUGH 10) OR CONCRETE BLOCK . I I .�- ,,, , i (Usi MIN mila I UIRED syRucTuiliaL SHEETS 9 Y.POUGH to) OR C NCRETE BLOCK REOUERCO ;.� V_ -T----- - I T - ; ADEOUACV OF EXISTING WOOD . __ - ___ Cn -4--ij , - _T : "', RIEGMTERED ENGINEER OR .. , �0� REQUIRED �� - -AmpkATIE LIC ,� 4, � , , I 'I' W.. I BEAM TO BE CERTIFIED BY - .Ell - Et . - - E D 'I LOCATION CONCRETE ANCHORS . , j 'I I � I I PANE LENGTH I � EXISTING POURED , 'IL . " DER ,2) WOOD ANCHORS �, i � 1XIS"NI-1 ARCHITECT PRIOR TO $MUTTER 6.06, L. a) I ! (ME SCHEDULE ON :, �� rLA , �', I . .. I - .11 I (Sir SCFEDUIf I I I :, I n I i , (SEE SCHEDULE M . " I `- "I" r CONCRIFIT REQUARE , � AWL) M �_ - ; I i i F. ! Oil SHEET WOR - 1, .In - 1 REOUiR 1,� INSTALLATION I- - -- _6 o , r SHEETS a THROUGH ILI 1,2 � I ; . I -Y, IF . . � WOOD ANCHORS ALTERWE WOOD ANCHORS �_ __ ;9%1* NO, RAISHER MUN, W (1) - � , ,:: : - - - I L. 5ft SPACER I IN - " ' ?* I`� ! I I/" 4- - (SEE SCHEDI'Li ON ISE[ SCHEDULE ON I III. j 2�� , . - I I .:;. . - . ,.,." FAID, - - :::: I ' , k?'7 4-0m - - M%X` I �. , _ S.ry I 1) SHE17 I 1) *?4_1��.= r. - .. _EO_.EO_ *-2.,* .1 ./.IT , :: . ft IFIVIDID, 'EA ICAEA ;I/4' 0: , ,/.R,moD` .. IAI 0. I I � I � 1 1/4. _.�', - - - - � SHrFT I I) I I , I -_ . _ , 44 , _ ""'r= I I - I IF// �, - I 1 1*111v*= 1, �01 I I .'J', CIA 'L* I . -1 .1 , rl 0 -?,, . I fv" - " _- ;, I 411 i I i _ SPACER � : � .I C_ IMU[ . I I/ ---I- isit - A/ - I � I I __ UENGIH , 1/2' 0 'I ./,-.. I __ * -2 In' OC I - I . 1- MAX -A) -�,-M I � � !!I - I I I - �_ - CONCRETE AMC40RS I . - 7� = . � . MAX 0 . 4EADII I I 1 4 1 1/4� I __T - - I r i I I � I I � � 1 2, I WOOD � -i z . I : � EQ : -zv-. I 11 - ' VAX WOOD HEADFA i I I ." , , I , : , - I I 11 I I 14 - III` - I I I I �� 4 1 .. - �I --w- - IF I 1. S.Irm 9 T-AOI I :, I FAA, LAP I, I I j 4 _- �-, :::: - __ I I PEOLIP - -#--a U) I I I I . - .0 I ".---I- . .. - I ; I I ED I f I ! I I;w Pi I . - I ��; ,L - - 11 - I I i,11,11 4 ----,T- I Is -6--i a B I 1--l' � : I EXItlING I ! . . I i A 1/4' OC I 'L, Mo. I- - i ; , 11 - - I I , AROOID j r i 11 .,;�, IF & I 1. , I . . I i I ____ I __ . - I . � I I I , . �11 ! ,� ., , I r , , �, FAND LENGTH 11 - : I I � � i "I" MAK LONG IN UAWMLW SPACERS 0 12 _ I i (SEE ANCHORS � - (SEE SCHIEOULL ON , PrQjjjRED - CO I - H 10) , I - F C I ; I - - , - ; ' 1, , � .4'. A ./.. - _ 1� ) Lall _� _� : E.D � �: I � - . - . ; 6�' . "I (SEE SCHEDULE , ". I I Sc CH- I I H.. 1, . I - = M � 1. ON SHEET ii, ; I 0 C (SEE TAB III ON SHEET 11 ) SFIETI I') . I I I SE. r NOTE .. LE I - - � -1. ., (�i I , � W.. : (, " � I I I/ BELOW FOR LIMITATIONS ICIR I Min : , I �,T, � I A SPACER SEP TION 11 .L� I MAI � ! I ." LOW SLIEWS 151PARIVIDN TO I ; �'_i * :) : 1. � I- I M , OR 11 ARA 'I' LENGTI ! , � - . 'I .� : I - , 1) > a I ��,; t PARATIONT I I , 1" 11 i I.- � SCHEDUt 1 .4 (FLASIII - �� I , , , � I ON $"Eris I .1 SICOM SMS F F - I isfE qCHLD I, i , I I I IF W__�� I IF- to I PANE'. LINGIII I I ; �� - I I , : I � I ! , I Ill. . IF I - ( 10 GLASS � ( : 11 PANEL I SCHEDULE 114'K;� _ : f - 'FT I .� f I (VAIL FOR mimu. jKlIn iIIIIIIIIIII&TION 10 CLASS I I z .�.,;, � SIT sc-rDuu: I ON MF SCHEDULI I PANEL MAlf ;tAI III OR PANEL MATE .. , '0 0 , �.,R,o to SHLLI 3) 1 � ION SHO f 1 3) I SEE SCHEDULE ON , SKEI 3) SPACER j ON SMEEI 31 1 ON S-LE r 3) ! A I Min SEPARATION TO GLASS I I : i " , " - M At I "'i I A w I "..K_ I I : � I PLUS (SEE SCITEDLE-C ON SHED7 Ft) I , . r I-.,! SCHFI ON SHEET 3) - : I './Xt�-;. 'L' MAX " I : ON : �,AI , I I � 1 7 i � Sur X.ED L , I PM LENGTH SHIFT, 3, "I ,, I ! I . I I I . , haval- I 1 t , I I I I f . __ AIL - ... , I MP, I -.� . C 'IMF tu"I , SLPARAION ' I PANEL LENGTH '� ," I I [SEE SCHrD LL I � I .' .Z 11 PAI LENnI I I � (_ n. PRALL. "I L. 1110i I 11 ; �( ; I I I � I " ac , I . . .�( 1 4 (SEE SCHEDULE � I IF - -1 rr I At LA i ! I : Luati. FAIR r . - I (UNT YDA ARRITIL 0_ � . I 0. SPALI, 3) , * ["ST.%-" Jl1( : I I I i � , : I EX!S7t4G : ,I 2',A' WOOD � � : 00 I I , , 0 SEPZ�no. E - _� ON SHEET 3) F APSUNG ! � 'XIST, -4, " IF G : - � -IT) I(' GLASS (FEE SCHII I � . r-LA5s -, ; I (SEE SCHMLC _ I , - PtAIE QFOE,RL0 I I , L I ON SHEET 3) GLASS sr -A "Oe" " r ON "" a- . 1 1 CLASS I . �1 I � 0- -f � i I . -1 TO GLASS LIFE I I Il- , -, I : 11 I I I j(SEJE SCHED : ; , : [ ,_ . . . I A ON SHM 3) OF 'L' � i � ; ; � i .111,!L. I, I I : I It I I -, * ; � � ALTERNKIVE : ill 41 I � . I - J. < ; i. , D, , I I L.LASS 4 2 I � I . . ! i I ON SHEET 3) -J- DIRECT MOUNT WI SPACER " , i" � I "A"O"W" 50% P` : ! i � ; p I I F I w - ; I M. � " : � T - . : - �' �," I I I �. "T -x1l., j I 1 5A SCALE 318-1* 2.W! I � I : [ . 1'. 01 -L' I I : - - j .1 I tOx , I L Of v --.' MAX I . . I I 50% -12, t/2* OC � � � : iia � : ", ') ! I I . � I . I_ - . SEE TABLE #1 ON SHEET 11 FOR MAX PANEL LrNGTHs A, 11 I -&-i-sp - - d .�_ __ I 11 ; I __ " _ : j � 12 7/2- 0 C I I V -, I 0 14 f 0 0 : �', 'D ,� _ SPACER _ 'L � : I 0 O�Irmx � �. ; , 6 MAX AS D 1"IGN LOADS FOR rlll� INSTALLAUCIN. I - : - I : 0 12 1/2. OC 11 - - i I ( LENGTH : I OF I I I r L � ' �,4'� 1 �4� - 0 1 1 .. 10 ", I I r� I I : I , 11 I MAX I - - III , . (D I I , - ' I IT I I I � � � � I:K�111�, , , __ I : I J, . I .T�,, I ..rv�i. ��__ - - , 1� . ( I - r� : I ;; � - - ___,7:� - D - , ( -.! .... I I 1 '/2. I/.-.--,- ��_ -1 z `iEAC SOI ___) : 11 L_ ___I 3 � : as 6"12 'r I I . I No (FRI, FIJI V ii;. I 1 1 eFFS-----*-4- - I 1 =3 - 7 - __ -_ O I ED , A HFOO STIFF, I 0 � � � aiwe A I/.- cl, 1��f __ ___ __ - - I I 4 1 � . - 3 CCAII .11C.Oft � L � .. I I i, - Awl. 6 I/.. ., _. -.---- " i . CONCAM ANCHM I I I A_ -1 - I 11 " , , I - I ! rl __'_ I I I E. '14 -0 '*� 2 1/8' LONG � : i N= ! I - , MAX ALUMINILTIM ED I - - '11 I I I STAGGERED W/ STUD : , i REWIRED I- , - I I A � * * I 0 __ C , . - - � (SEE SCHEDLU ON . (SEE SCHrOURE -1 I I --� .0==:p t: . - I I " I C EXISTING P USED _ , "I Of4l OI 10) ITI-.1 , ANGIADFls CONCREIE Q 7, .V' EDGE OF WALL CA 'LAB SHEETS 9 THROUGH 10) - SHEETS 9 Im, I I i - (ALI COND1110") - 1. SPACERS 0 SOI C PYAL.tO FOR $11.0 IM W, BE I -1r low I I -.al- WOOD 3/4- � EXISTING POURED CC,NCAFIf ALL DESIGN L NO AWL ,t_ _ _ . _ _ - � . .- I (SEE SCHEDULE ON I I - 2 2%4' WOOD PEA i I .'ANC.,F. " OR CONCRETE BLOCK EXISTING POURED (ONCRE11 ,ENGIM, PER SHEET 3 1". : I SMW 11) I it) APIALUARKIN IS UWARLD 10 A ONE 'non IPAUWAw � IT-9, 1 1 CONCRETT ANCJHORS REQUIRED OR CONCRE'll Iii 2 WOOD *Nm. I MAX MEAN AI � C� 15 A mLgfmcr4k 11110M ANY III $�. �' MAX LONO ALUMINUM SPACERS 0 . I � C.E j IFT 2 1 OM� 4WW CAFOMY INDICATED CAV SHEET I!). � (SEE SCF�EDULE ON , - � SHEET 'I) O_ `SEE SIC LE ON _T. PLATE REOuill I I, I - WOOD I ' wil , ) - "" ON M 'I 1� I - T -04 . I' w *000 ANCHORS - - I,, R.- R-1-11 - To E U. . 11 1/2- OC. (SEE TABU 01 ON I StAor AN N` - � 1 /74 SHEETS N'DMVWUX;H .ERL"Al 51 UD I " - app"'" To OLM -"'M 1 (2) FINCRONS 00" 1HRU OCAPONEW 0A (PANEL MATE FEMALE ID OR ; I - SM(ElS 9 & i0) ; ft SHEET 3 MAY W. AWL= to I/ � I 1, PLA'r, REQUIRED il 11)" is" I I (SEE St:KLIULF ON ARE - I . 11 � I - -111, I ftwax NATE. ") Pau lilt "WOM miuseum At a ! I AT (THIS. IS A wsnwlo. "NON 11, 1/7* Ckc W-C" - 2* Min - I I - .1 Lo"o " THE '� co'b"No" I � A) 2 ; I SHEET I I' � CDLVM WIN, IN �,.`. , L. CEILING A MOUNTING BUILDiffi,oHnNG WISPA"Alsk" I i � tq wilwalum Aso � pftsslft 11'e], I 0 0) I Ulm a ,. , -'a - " OF w 24 WINE PANEL LD9� a CARTEL, To ob Q ANY DOD" U) ffim� "Shm i I . � (2) - volut PARC, Lt." 0 � Cr� 6 A RCFMCnON � LARGER PAWL LARICTIAL ALLOWED M � SCALE 3/8-1, SCALE 1/6-- SCALE 31JI-1, . SCHEDULE. wwr ") � I w p WALL MOUNTING III DIRECT MOUNIT CEILING AND FLOOR MOUNTING " � WALL MOUNTING IS) omw p� w�.6 ONLY I ALTERENIVE (A) I In, ,� 1FACCA, COWN)Nw OU *"L N M THDACAM 0. I I I ALTERNATIVE 3W BUILD -OUT MOUNTING Cu " , Ecat Sr.ALE 3/8-l' MV49W"AnON OF 12 In' LOW IWVCER 9A ITS ONLY ! ALTERNATIVE i ALTERNATIVE 1W No "M � sell. I VALID , Z", I. AND 3 SCALE 3/R.1* '" .......... AN SCALE 3/0-1- M � I (-'"A STANDARD ANY THE III fl�_=) or-Tw-w~ i " I SIAI 3/8." (A) INITTALOAnts, ,I" OKI 100 � I BUILD" axE �%% . ZONES 1. 2 Is I Ark wu I I I ;��t��_Tll .0 It., . 11164l-Cilk "AMMANANNA,00, 47-`�vilil" /p A. I . - __ .. - - I - . - - I . - -W:. il I �?, � - - L - - _- - � � i NOTES, S ". .. ... I .... , /< w Al.. ... t : . r % ' - I .. v _. E .. LO&III : ' 2 - l, ........ " - A P,OO I NO-44167 .. E = . .... NOTES -*� `0 . . I 4 . . �ulli' . \ .. . ik FLORIDA BUILDING CODE (Non High Velocity Hut ]came Zone) ,7e * .. - S, FLORIDA BUILDING CODE (Non High Velocity Hut Icorw Zone) ?I OR -QW%N&TIQN 'QE � - . FLORIDA BUILDING CODE (Non High Velocity Hut Iconit Zone). . I I INSIAJLA71ON ARE ONLY VALID LOP MAX AS.0 = * 4 - i,R*`,, `Lnon. - TP 1 NSTALI.ATION L VAL ID R'�R 0 S : No. 44167 .': 1 TOP &- BOTTOM ANDE-II CAN BE DESIGN PRESSURE RATING (p.st) AND PANEL _EsGTHS - � . -Ntlo Ptillt. Al < - .: 0. 44167 '. I 24 GAGE GALVANIZED STEEL STORM PANEL NOTE FQRS.C)ANIMNATION. Of _uQ1101ILS SARF ON Y MAX A.S : cil0h, Nx= - 24 GAGE GALVANIZED STEEL STORM PANEL III, IS ' * 1 24 GAGE GALVANIZED STEEL STORM PANEL 11 f * *. 111, i * fE - - . ..... - . In DE%N PRES JRF RATING (p I, t) AND PANE I LENC,THS E * � * : - "I'Am, BY COMBINED IN ANY WAY TO SUIT ANY AS PER SClIEDULUS ON SHEET 3 .1-. STATE OF .-: I .- Aft __ - - - = I III ____ __ , _ .-'��! � __ __ z NojL_JQ&_r�WMD9N_Qf` .$ECTICK I. % I . - I 'I 97/21/10" TOP & BOTTOM MOUNI-NGS CAN BE AS PER SCHEDULES ON ,;MEET 3 (EXCEPT FOR . . . * i , I \ ___ - ' INSTAL LA71UN ,? FOR NEW WOOD FRAME CONSTRUCTION: WOOD � 0,�: �'i 0 RF;11- - .. - \ 07/27/tice, . ' 'E, 13"... " DATC MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC , . 11LIECO.. I-o-.. .1 /W ,p STATE OP,� -'* ft-*-- SLJiT ANY ""', e i7 ,, -, :-- STANC , �� - , / \ GLOBAL PROTECTION un COMBINED IN ANY WAY To AiTERNATE 2W') - GLOBAL PROTECTION PRODUCTS, LLC. -' .. � I \ GLOBAL PROTECTION PRODUCTS. LLC. o,n C I I . / \ __ ,,,, 10 I .W S. 51 101101" " - - . .1 Z I - S . . iORIDIN .- _� -_ S, ", ,"All" 0.56 OR EOUAL IV �L W-11-1., - - . .......", 1w E.D. ii, EDGE 01 EON III E �CO , . � PRODUCTS, LLC. - STATE OF,- . )�-Nk- i��-� 11LIECOm. 110ir �_ -- SE ED _ _ ' NSIALLATI N _ E SCH ULF TOP & BOTTOM MOUN1tNGS CAN B" 's ,� '�' , 'Ll, Moo Sal IMF %TAry I U 2 FOR NEW WOOD FRAME CONSTRLIT1W)N. WOI -,�. ,_ =. - r .6 -k5u_*F_--cn r. DA.1I 11 jLI31. "', ___ A, OLSA DAIRE. IL XIFIIAN�)Aaa z 9 & 10) COMBINED IN ANY WAY TO SUIT A;�Y �. ORM�.- III � ifv_ P DENSITY OF . C _ t , -)I/- AAA_._ _XA�AAN,AIA=..HA I AII �, ...... 11 11 - ,_1 .... .. - tVwF- , C,.)_'_ - 20-175 -1 ... I., u.i ,:�I_ I =__� "I" tilielis _6I 20-175 "z. I KHov, (it"MisaL 'AH, Kw INSTALLATION. _1114, 46 K i L z a , . _j!Ej�_ AH__ DAVARKA, ft I MEMBERS Tj BE SOUTHERN PINE No 2. W/ SPECIFIC III _ - - , t'F.,. - � - � __ L__ I --I- -------r-- - vieli. . SHEETS � _Wl an, ,� . / - A, - - """FIRA)IIIII-4117 20-175 WWAWA` . _=111, �n�_ < . I -, fl� I'S 1 4A Pit _-, + :I- '_T_ NOINInimeallikyltacHAT'Arniq -TE;A_ Rut ,,, III I I UENS(1Y OF OL55 OR EOUAL. ,0#1066"4 UK/Oin .-ouls", �!I,!I � IF IF1A',mi,FFxA,uw/!IAq WTII A 1lUUT - Fik I __ - I— I-------- ___ .. .- .. _.. -------,.--- . .-,. ______ . __ __ I , FLON&A LW it 44 ,,, I T7__ _______._______________ ..- _- - - ----- ------ - --------I--- ___ -__ - - -__ - � ANIT" I. "I'l - .1 I _�� :: �- I ;;;-. ", -1 L___ _'. --.-.-- . - _______1_-______._________ -------- - -----. - -------- ------- IPAI oc III f-FO 1 �-,,, 1 14�7__-. --- ___+ __IFRIA. _j I I I I I 121- SHEET NO. SH 1.3 -�.�--.-------,.�.-�--,--.---.------ ______________._____ ------------.-.--.---.---.�--..----------,-. -_ ] END L05URES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE I I � : � , ': I- ,,-, I ., 4 C1 � O, ?EKWEO CoNCRETE ,. , _$. . - -f4 CONCRETE &LOOK a" 2'. 3, - %J* 3,05 "-I. OR I � I . VAIM, . 04 & 0 rw OK" FRAME .�,. ALUDY tow ALAA I I I., 5- NI - NFOURNIT, ANGUE WITH "(,*. . , J"., I - I 2 * .A� III, 2 OIL I __ I . :"-I- .11.1 I I 11 . 3/.. DwPOON POURED CONCKLYL CONCRDE I OLOI ON 2'.' -OW FRAME POURED CONCRE, - I I :v I I , "'. . ; . coocolult 8,9G. OQ - A`K`HD" w cc 2 ,/2-: I , REQIAREO . I ." L 0;. -IT- 'I 2'.4' OKXX) `RAAAE , I 'i Q# , Lh,,� I i - 1 4 REQUIRED , 11 i% �, . j ., , It . : 'I""/,- GAP I � I I I I , - i . � , , .'' - " : ___��' ___, I �, I - , , i - .f NA111 /_ ,`� - ��-,%: I 3/., . . __ LIERNINIE \4 "C"" , 2, . 11 lo.. 0 - 11_11, "' 0 Ir C . VARIES " r . ": : o I,: ��r ! I_�, I S, muI, 9 - L 0M .11 � : - ,F OR I = I- ltr4- I I ,,, - ow, 3105-w. %,trj POURED CONCRETE. rl� I Rl'I4 .L. PERY PLAIT I 7 'Ir at OCA a* 2'.., .000 INNRE I 2'. 4, A '25. ,_ I , I . :11 - - , , I " I!, 3,05-1- ( I - I , saiLl-6 O' J� I 2 '12- 11 A .1 - , . � , I .- "I �TR 4' MII'I I , , - " / 12CINT A,_ N*,,L I L " I La. I . ;/ - - - - ,_�, - - -- - - j .. CAP ", " �, F_ III/ �, __ '/-' ? DOLT , ,;Q;.,.,*. ALLu, mo,,�'J-te :/12 ..0 AM: 40 - W, ANGLE (Z� (PLAN) CASE 8 ( PLAW I - ,CAII 1/4-.1- SCA: I I/. ., VALE ,/4;.I- SCALE 114--l- 1 1 1 r I SQUID- w a- �. IN ON ELM PANULLAII "' ' OQ^D wNuItTf, tx,S,INc ,RIN AT PIMALI 0 AND __ �, 11- -.. , ,_3 Ck 0 .(4 ,> CoNcRE R, KOO, TD, &ETI,om 04 PAMID-11 ALL, %a - I 5X III IN LIWIA '� VAFFfS 1 . OR ?* .' ROOD ~. (" AANEL . COND& , I SIDE,$ 0, OPF SCHEDULE a" um 9) 2'.1. ROD� 'RAW[ - 5, m". I (�) & to lk� REQUIRED M Ap"AARLE It a "I OVERLAP BEYOND . oprNfNr WDIH) . K"RED, 00"CRI'L COWMETT RE 0119170 -1 , I � � , , � ,�, _ . � OLQC� OR 2'.- *00D 'NAME :� : *,�_ , '' , A : , . , I I, , I 11 � "i REQUIRED � � , � I I I , I III "', j " I I .1 I � _ , - . I � - -IL- - � I I , I , I . 4 ,, /` g- , (t OR(& I 17 1-1 , / i, � 'f i %N.. I,/ ANINORM ,,w A �AFI o 'REM . � , - , .1 . FIAT FLAIROLS PAK14ALL 10 - I , m,,, t I "-- -AMELI _,/1 ROLE (MIAP CLI END I X - 90 DISTANCE "-., - - - - --- ,-!� 1-TRATC, . " I f'r.) I I , � �.. , 1 " .� . I , I ,� --- � 1, - � "I _,� �._ - - __'� ----------- If , . I .."u", � 1 , � / 0 ........ , V., . 1. - - � , . , , , . , - - , " .1 t1k ;. iljj,,'�,, I � . - RN X . .. SCALE 1/4'.1' 1, /I " I - . L_ /0 ... .... I. ? - z �.Y� VAL.f) FOR rNRECI MOUNT INSTALLATION ONLY A I It .. t,' "'. L% --- I � I� , %AENsi -.!!� Is rINT FIFO PASO. INSTALLATION AT WALLS W/ . IF -, , - r .: No. 44167 ". -- SURFACE LEVEL VARIATIONS WITHIN 3/4- z A. i a : * : R, z . - FLORIDA BUILDING CODE (No" High Velocity Kurricons Zone) CASE E (PLAN) CASE F (PLAN) ,� -� - -For .., It - - "I.D. - I ". . 24 GAGE GALVANIZED STEEL STORM PANEL 1� oe�` 'tonlol, � OY w 4, 1 _ - ___ � , - SCALE 1/4--l- SCALE I/'--'- ",, _ '�_ N�,,,---, / - , !"11LIECO.. PROTECTION PRODUCTS. LLC. """ ' "',,,',, ;?,�_,�,'� - \ GLOBAL . R. - / ""'ie, � - - qw�,-/�_, ka--mwi-ar ,�..wwff ��.. I HORD 5W III saw O'e. n- I'll, A_x - I . AA _-I, "" -175 � I .-NM 1. INIT-1.1 . m-)w- YSIRI. I. 1�1. ..,.Y 20 . W - - ! �_� - - -- - ---- _- __ .-ORN, 1. :-1 r...- _!_7_t_.. ____ii��_ ]FI-11-1-4 I :i,� -1 VDIL."I""NAII.W."t"T I 1___________ I %`,J` A. .1 _ __ - �7T WALTER A � , _� uVIT . - I. - _____________ ---------- ---.------..--..---..- .-.---.----. , �- _ _ . - _ ..._ --- --- AJEBOA LI, I ..:IT I MAXIMUM A.S.D. DES[ W PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACIN R STORM PANEL J1 � INSTAUATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL(DINSITALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. ALS 0 MAXRMUMI ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 * 7 APPLICABLE - mAxFMum DESIGN PRESSURE N. TO TERNA"VE" PANEL LENGTH RATING TAPCON LAG SCREW PANELMATE PANELMATE WOOD wsAWG L&:R,',jX)N 'IL' (Pe I) FEMALE TV PLUS or THEM (w) , 13- 13' 13' 13' ,a, iwgop) - --- I III. - __ , 13. __ __i�____ , ,3. . - - - ". - IN (Burmm) * - - I; -1�i� - 6 I Ir - . 6 L/r - ; i Tii - 5 I��_ ii (Top ) - - - , - - : - 6 I/.- - . - - . __ ,2 112, '. - - - i ,7i�, - - - - 7w (9017 - ) 5,-o A. - 8. I B. . 6. � - . - - - - A mp) . OR LESS 1-1 .- ", a' 5. 84 - 3W (Bottom) 13' - 13, ,3* u, � 13, 4w 6w) , .45. -45 - 13' - 13 . 13- 1 ,3* 13" 4 morrom) I OR krss 13' Ij, _ . -.- 13 __. - - 13- s 1/2' 1w (Top! - 13- - * I L ,3. 5. ' 1. lBorrom) - 6 1/2- - _13'� - � 6 112. - - - _ 5 1/2' . �. 6 1/2' a 1/7- A MP� . -, . - - - - i - i�,� - - - - - I? ,/r �/.- jw (Borr-) �5'-o* . . - 4 v2- - e - I i -11i. - I - - a - I/ - 2' . � . - - - ___ - - - _6 - - __ I - ". DGPI I To 4 .-4. - __ -i qi- -- A ,!/2, - '. - I . . tiv illotromi To 1�2- , 2 I/r __ 12' __ _ I __ - -------- - A'- - - , 4 - w - (I . a . P) - I I- . I . 1 ,3* � 1 ,3, - 1 ,3. - _?, - 1 ,3. . - 1 F ,?2- __ 14111 (wrom) I - ISEE TABLE #1 FOR MAX A-S.D. DESIGN LOAM & MAX PANEL LENGTHS WHEN SPACER IIIA 15 I I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHIFET 6 , - MAX As D. MAXIMUM ANCHORS SPACING FOR E.D, - AS SHOWN ON SHEETS 6 A 7 App"tNeLf MAXIMUM DESIGN PRESSURE ALTERNITNEF� LRANIIH " RAY040 TAPCON LAG SCREW PANELMA TE PARELMATE *000 BUSHING U:.' 'L- (p Of ) FIDIALE to PLUS OF IF" (ft,� , 13,- I ,� . 1-3,- � ,.3, IN (Top)- __ - - -13' I i� - � - 13' . I . - - - . a. - - (BOTTOM) __13' 6 1/r_____6_,7r___ __ . 6 1/2' --I,- 6 i_/r - - s -I -2 - - 2-w- - u - -, . - , �. - ___ _._ _____ -I---- 6-1/4' _- � - _ 12 112- - -C __ 6 1/4- __�T�_, 7W (9017 'I 5,-O, 7 . - 7 'IW- - _ W a' _ - � 310 ITIOPI OR- 1 LESS , ,/2' a, . a. a' - 3W (iiIincii ". - I3* 13�, ,3. 3- 4 vc�) 1 ,.45 -45 13* 1.1, 13. - 1 ,3. 1 1. :, IN (BOTTOM) I lb .75. -75 __ l_:I7___ _ Ir, - _ -13' - - 43' - - to' - - ,w ( 171�)_ - -- 1 3. 13' ij, -.3.- 6 1/.- '. (00now) - - 6 112' 6 1/2- __ 6 I/?- __ � 6 112' - . 6 1/2- 2W (TOP) . __ __ - - __ - . ____ �'�j,f __ - __ __ 12 1/2' __ - f, I/.- _ 2w (END"..) �Y-O" _. � - . I ji� __ - ____ - 5- " � . � .. - - � 112� - - - 7 1/�' - - _R* - - I- � _. 3W (TOP) � 70 7*-s' 5 � !. , /2- w--- - ,sw (BOTTOM) - I 1 Ir 1 12' 1 __ 13, - . - I � 3. . . __ I -1.1 5 . 112 1 - A I It (Ice) � I -1 - I ,,I* 1 13' 1 ,3, I 'I,-_ - . --- - - __ __ I to' 14W . I .- WETOM) I ISEE TAKE fl FOR MINX- A.S.D. DESIGN LOADS & MWAX. PANEL LENGTHS WHEN SPACER * USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 �n JdLLAL a . ----. A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS _ 6.-O. - > 40 PST TO 50 PSF 6'- 2' 1 > 50 PSF TO 150 PSF 5'-10' 1 A MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS IN/ PANEL MATE F�AIALL.F 0 OR PANEL MATE PLUS ANCHORS & W " St*,Q"H%1,, 1 2 D.C. . ;0k,jjk A IQ, � , 1. ": ...... . II. . . .. . EN ',.. . . . ' FLOR - : IN 44167 % I - NII - . . . = =*� TO :*3 ;� � --- 7 �� .. .$,.. ATE OF I .. ___---�. - I "" [" 11LIECOviv. 11 �; I", 0,�,-- Oqluo, ..' .__ : :. , . . . I " ^fs I. Im" & ..... .. - � ,-).,-... sI -, , : ', e�. t , -- -- - ""I'll I'll".." /IRRNA,vRE/ - =_ FER , ANAF `-`-AL ,,, ... __ __.. - I-.------ - - __ __ __ - I SEE Vern 5 "A MC INTO POURED CON RETE OR CON"R TE_ SOCK STRUCTURES 1/4'# TWCON � N I /.'. TAPCON &xiSnAx; POURED ANCIWA 0 9, o C =W-01107P�1"O AAK.op 9 9, o C COMQAI[YE OR " �,� � $, CONCRETE atocx .. � : CONCRETE BLOCK � I , 4 4 REOURED *1 � i, "" � I - i 2:, I I 1 . I 4, 'I . . I �_ 1 11 ; I I - .1 I'_ 1/2* "/4- I 111. - - 1 2._E /-. J.- I,/-* - . , I � I, WAX .. 11 I :. __ - MAX - _-, -- � .. FRIOU0ED, ___ _ ____ r- I � . I f, I ED- :� I I I I I ; ! ��. � E D�- . , I I i I � I , , " , , I I � : 11 ;��,��'111'1 : k V� I - � I I I -i,) I :,, I I �', I .. , i4v I r , . . ( f" : - I . A I : I __ 0 I. M; . .- I I . " EMT.N '_! I : I � I , "�13 1 T. I �.o ,.,.!,a. . 0 10 GLASS , I , ! 'I. " . . Il," . CLASS " I , � . I AT 1. - - I� I/ � AT 4 I o , ; I t- UNc`N_ 1�) 0 �,� � _X ExIsl,w , . q I I I �ei i i I C, ASS I * I i ; I I � I " M.. ; I . �! � ' *,* ALAI, ; -LL I I I / P.4. �_ LI.G`H I I (SEE Ek.EVA1iC- I ; , . I .' L-111 I (SEE ELEVATION I "' ON SNRI 12) : 1 --- : ON SEIM 12) � r- SE;AI:T*- -1 j 4 .. . 1. I I ,I : 1� 1 1 1 I .: 1 J6 .1 I I 1 I I � I I I ! If ; � f : I' 1'1 ,12 I i I If ; I . " I", ; - I It - --' 11 � : I . 6, EXISTWO FICURLD I DO : : I LX,SIING PWREG ' ' 1 1 CON W71 OR . ,-. I I q 41 CONCkvE OR I I . Rt" I 4� C CRETE BLOCK I RIOUIRED, I I .1 I -I/f- QowRrTf RE ("RED . - 1. I I oer�_) . I , r I-- I f <.�.['� � " I " _�An I I I V!1L_ , , , ___ . I , � f , . I . � -1 I . I . . I ., I i 1/4'. PANEUMATE PLC$ - ffi% %ILS F '/.'. PAN(k-IL ' 7 ANCHOR 0 12 1/2' ot 0 "rNoN (FEEYONU) a UififirMEL WALL M UNITINGS 'I -Oft rme 4 wv,mc 'oR SCALE 310-1- I & INSTALLATIONS INTO WON FIMME RADOM MANNAR Al4p" SP"`T AND .-W To' OWANa All IWIIM OK THIS SCHDGIU FOR Ca LESS THAOi INDICATIND 04 SCRIJKU PFOUCE ANCHOR SPACINIG By WAMLIVIC "ADING SHOWN 0 SCHDX�E fry THE 'a" 'ACTO" `D`F THIS OPERATION 10 K "SOLE. REDUCED SPACING ORTANFID USING VAC"Oft SHALE Na` K ,M THIN, MINIMUM 11PACRAO .D.CA,rm FOR EACH ANDHOR , 0. Im's SCHEDULE - JIA-, I/r. ANCHOR TM TAKEN I ANAMANAME Pug I _ I -..---. _____._ ___ � A�.�_!l!�) I I - - act ,_ W) - - I - - - __ - I --I � __ I � - � -M..l 10-fte-C.) ,` 3 In ACRK m gema w FNPC= I "/I* : :1, 2 1 ". I . ," . To -3 1/2' 1 . . .. - ooll"jq, A Tlzj"�k* � -� /,), 4' � ....�._ S, , f'l!�,-`� I' A% . �CE,N '--!!� I,, se . . I . "A" 6; � I F1 ' .: Ill, : : * : - .TNF . z o2m %J1W, lN' I,%. p �, C�),�I' - STATE T. ..*4r i ,_ "t0RI5II�_-_"&1"L":_. j107- - - , '� , I ", C, . , -,F ,,, �� ........ " , vo gg? firita . l5wourtwoo; comi . - Iw IJIZ --I---, �. ,� ", I,, 7_,,e,.;, ONAIL ,i 11 "411ii, __ - - Pr STAI/SVIOATURL/rAlf _111:�_Inlllt 11 24 GAGE GALVANIZED STEEL STORM PANEL I,P. - . ____ /11/1'ex, 49AL PROTECTION PRODUCTS, LLC. OF O"T ~ S. a, smul _____ __ Qmw, O =I' - (00 -�6.,. Co.)M-.Nl 20-175 �_.w �.... .. - ... - � L_4___2E_ � � __9_�_�� 1-1 W-10 24 GAGE GALVANIZED STEEL STORM PANEL ly, DRAW, w __ I- /20 .ORAL PROTECTION PRODUCTS, LLC. 0`/1D.?3` MOO 1. 51 � - MAIRE, ". =I, - � (�)�,�$, f. (wANIO-M, 20-175 .;I W:rw�- IT.— 2- _21�_ I , .- Pal 1. " Is MAXIMUM A.S.D. DESIGN PRESSURE RATING (1a.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AINELd RES (VAUD ONLY TOR PANEL&NSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX A,S 0 MAXIMUM ANCHORS SPACING MR MIN LCE PIER SCHEDULE BELOW * ;r= MAWWUM MAX. A5 D MAXIMUM ANCHORS SPACING FOR MIN E.G. PER SCHEDULE BELOW * AP LICARLE MAXIMUM DESION P PIKSSURE a, fN, PANEL LENGTH .L. DES,GN PRESSURE I') SECTIONS & INY PANEL LENGTH 'L* - TAINCON - SOuD_SrI PANEt"ATE FIEWALE IV :Z�m 115�ANnMA PLUS ZANEAC-AINLIN - CALK -IN - TAPOON .1 SOUID-SE7 PARELMAtt FEMALE ID PANnUATE PLUS IDAMAC-NALIN CALX-IN RATING (P - 11) CC~DON of THI'm (11 ) RATING (P s r ) COMBINATION Or THEM (n) .� To , ...... :� ... " a, If, - . . IQ Coma" To I TO 27i �, I W " 70 "'AM I to 'Am, To "'a"M ". TO - w,vv.�--__.z 13, , aw 1 13, - n--�__ - -T 13* 1 1 16*� IT Trial I, 1 13' I w . 1_Ir_____ I , 1�7 4 I I (Top) � - Is, I 13' - � '. �r � _j* J!' 1��2" 1 OP) --- - - .- D� -1 . r - - , . i, t - --- ill� 13'_ -'3.- __,_Y__� _a_ I __ . '2_ .1 !I - �_ , _10 5 , ,3. __!,� - A - - I 0 t�7 t) - 13- :� 'r _IY - !� 13- _13- -_ 13- ____ -I- - _____ - __3:_ I� � I. __I __ I, - __ P. 1/2' _� __ I (BOTTOM) � 13' ij, - 13, � ,3* - _ _!3:_l 1 3' � 13' i (top) - __Ik 11 .- - -1 ,3* - - _ 13* - - _ 1. L3 --r I - - , s, . ___ _� 13' _��_ � I 3' � . 13, 1 �T _; .1 __13' - ___ ,11 _I 12' . 2 (TOP) . - __ Ij. � 13. 13* � 13- 13* - i 13' - --ir - - � �- 13' I 13' �- - 13' � 13' - - ,3, 13. 13 . - ,3. 13. �io t iovanoiwi 11�'_ 13* I ,3, - I .. --- 13* - --- - 15. .. - 1 ,3. J3, t3- . Ir I I r W ,11 t/2 2 (W�OM) 97 I V i-37 - l . - ll' 3 . - Ir I 'r - - - 13- ". __-L.i_�. �- I 3* � ,3, ..- 1 i. t". - ". - ,3' - . 5 (TOP) . I � I 11 , a_ 1Y I ,3- � 13- I; I 1/2. .5 pop) - - , __ �� , I -r - 2 ,/2 I � I �;; - -T i-�/� b i�w - - I 1 .1 __ _ , I 2. oz 12 , I , I , I I/ , . . .11� , I � __ - ., - :. , . ; __ 6 __ - 1/4, __ - - -1/4 _7 '�/r - 3 (BOTTOM) 5' -0 0 . __ _ - - _-'I " _+ 12 1/2 , . ,12 - 112 . a 1/4 .. __ 6 1 �� _ 12 1/2 - _ _ -Tii� _- : , - -_,. _ __:. -.1 � "Ill !Ll�.' _ - _ _ I /4: ------ 3 (BOTTOM) 5, -0. OR _jjDp�_ . -------- � - --w �� - - t "F- -0- I - - - N�_ 1�. . _ - - . . [ - - Ii t r - 41 ij6j7)--- LESS el� _�S Fir - 1. I -a.- w 1 - I III. I—— __ it' - 6 1/2* - a' _ll. .1 7 1/2' I I a' a' O' I �* LESS . @� - � a- � a- i - a. I - 9 __ - i Cpoiruvoi I - '. - 1 I i. - - 0. - a. - - (BOTTOM) - 13, 13' , I ! 13. I S" 1 13, It- " -1-3- 13. 3' . I- . 13 13' 5 ROP) 1 "' ': 1 ,3, ,3. 13- J� 13* 13" ly 13. !11 1/2. I 5 (w) 1 3. 1 13- � 33. . 1 6- � 13. 13. I � 'J. 1 I is' _* �. ! . . i . !3 i 1.1, _. - - 5 I BOTTOM) . 3. - :" I 13' - _ :'3: -_ � :1 - , I I- ". tr . 1 13- - - 3. 13- 1 _' 13- Ill 1 �2_ � 5 DICITIVIA) - 13- 1 13 . . 13- I 13, , . I3, 13, i � 13. � 13. �3, '3� s 3' I 13' i w 6 (TOP) I I W - Ir I - - 13' t 1 -1 III j 13. 73- 1_ . 13 I , 13 t 1-3" 13. 13* ill 112' 6 (TOR) ,.5. -45 - 1 - a I/-' '/.-16 . . , I/. ; , 1). - I : - - - , 1/. -:4 - ,/4 a (bor -) .45. 5 - t I,, - ,� 4. 6 I/.- 6 I/,. 6 1/.-. - - - - 6 1/4*�O 1/4' 6 TROTT -) I 04 UM TO .8,5 -65 13* : __�_ _ 1, � ,/2- . _!�:_ T�11_ _ IN- i " _.. - I __ - - 1 3' I 7- 7 1/2 i 5 1/2 - - 13. j4 112' - I -1 -1 --..-- 1 (TOP) - - Ir 1 v . - - Is, 1 ,3- ,3, . ..... �- a I Yn 13* I- , _s I/ 2' 1/7 6 1 7 9 . - _;7 - _... /r _1 3' _� _L_ = __ - - . ,3' � V 112 I __ -1 __ 6; . I A I , Or -4-- 1 Il7- 13" 1 9 112 - . __ 16 1/2, 7 '12 � 13* 1 r _ ', 9�, 6MMj R I_ _ _ __ 13' 17 -/2' 1, 13. 'J. - - - - 1 3. - 10. __ - -1-Y IQ- I - I j-_ 6 13- 1/2' 1 (BOTTOM) _ -__ . I3'- ' 5 -1 3" �10 1/2' . I 13' ! " . '.I* _ � _ 7'__ 7 112 i 5 112 15' 1 1/2- 1 2 (TOP) ly i� . _. ___ I - __Lr_ , 13:-- 3. i � @ 1/2- .----. 1AL - 2 _S y. -. "/2- t 6 ,/2- 9.__ I -_ - 13- Is ,�r - I 2 (TOP) - . - - , Ir 1 - 1 Ir * 13* � -13- '3 - i 9 1/2 - 1 9 ,/7 1 3* .. - I 9-In ; 9 1/2 l-0 1/2.� i ,/2 10 1121 7 1/7 A 1/2- - .r_ . ,3* � 2 j5DTT0Mj __ 3. 13- � , 1/2- _1 � :7 1/2' I�r I ,1- - 13- 1-3, 11 � 10 � .'., W ,3' .-.--,---,---- lo� I " a-- , __ _ , _ 13, L� 1/2' � - 1 - 16 2r' 2 (BOTTOM) ____ ---. - 3 13-_ 7- : I . 1 I3- . , __ __ - --- - - _'3 -.-- - _ ". _ , - _, - , .1 - ic V` i/_.. - 1-1 - D�PL . ,,.-.- I .1' 11 13.- _ ,r To' , � _ IT- a- I I I- - V !7?!�) ___ �5. _6. - __ 12 I /2" 2 1/2 ' I /4' IS 1/4* - - 12 112'� vil. - - '_ -4 -1 - - , 5 1/4' ,-I 3 (BOtIOM) TO - - ____ _p 12 1/2-72 1/2- - ._ _ , f, 1�-- 0 11�_ !7 112-1�2 _ 1/2' - . - - . . - . 6 1/4"fo ,/4* , � . 3 (BOTTOM) -iT* TO ,. I 3' 2. O: i.51! � 13 1;_�_ B; - d 1/2'� 3� 6 1/2"! 3' 4 (TOP) W4' t/.-� 3 . a. 6 . 1. 4' . 6 �* 112' 1,12- IS I - 3- p *_ 9. -,. I . RL ! - I - 6* j - __ __ I .1. e, " __ O, - 5 1p-T � -11 I- 1�2- � _- - 4 (BOTTOM) - . _ P. � - 11 ..- - ... . ' , -, . - " � � - - , - _4 413 5 ,/2', - 7 I/ . 2- . - 4 (BOTTOM) - L �3'_ j_ 7' 1 I' 1 13- I I , _- , 13. o ,/7. .- I t . , : L, 4 1/2- - 13- . - . I - t I I 0 1/2 � - I 1,17- . - t- - ii.- t r - .-,-- vi;I) �- F - --; - , I a' 1 1/2' I - 11 '. f I, . - I i - - 'JI, - - .0. - 1 -, .3. t'---- - lo- __ - ---I -- - , . - -,,-- , , 15, -w -- __ 0, - - . a I bz _. -6 __ 6 (TOP) - __ 13' 1 ' 13' 13' � 13' 1/2' �9 ,3' .0 1/2' i, 7 n 10 11 . :_ �i Ii n, , ` . - , '"OTTOM) ;3 1/2" I r- � 1-3-*- I r lo - J7" ,, - 1 I I -ij - vj- i ) *7t,7 __ ". - I . ; _ - - 13, Oa 1/2- -, . - � 13' � 7' . - - - 13' _. : 1, . 7 1/2' I i; I -- 3'� t - -: ,. '12- 6 -(Top)-- - _ :3 - 3'. 1 -6. - 13, 1 13, -;i: -- 1- A A V� . � I- __ i - . .. 11, - - - T . . 112 6 1/2 18 _2� . !3* 5 1/2 6 L_ I I f - - - : , - b 1 /4': 6 I/.' 5 I/.- 4 -I/-- ' I ,---- ' -1 -1 . - - - I - _1�4 IN '1�4' �i - - F 6 9.7i'0 .[ - - . . - . . - a 11/,.ts I/.- I 6 ,/,-Ia - I/.- I - I ___ - -t - __1 / _4'_ ' - 6 ;/�� 6 SO: NODE? 11 10 NXD.w TYK . SPAC.INC IOR MIALLAT1*11 INTO .QOD FRAME RADOM . MINIMUM OO SPACAM " MINIMUM EDGE OWAACE WE ANDItATED ON TH3, SCROADAIE FDA ED LESS IHMN INDICATED O� SCHED"Ur REDUCE ANCHOR SPACM w MAKI"I.- VNC_ %.am OA, SCHEDULE NY THE raLOWIN11 FACTORS FOR TNA OPERATION -0 OF POSSMILE. REDUCED, SPNX,NO OWAINED LrAd FA,, S-L RDT` K LESS THAY MINSKI. sp.ONG INDICATTIT ,at ILMCH, AWLIHOR " ON INS SCRIEDULL 1/4". I/It'. I!,11'. 1/4". 1/1'. ,/.*. ANCHOR TIM NNOON I] __ _ �-- "N"I" nwm a _14A."t " bNANI-INWAI __. . ;O�wc-m spzw(_�_)_ 3 ll 3 - - � 3 - _,_ , 'Ir _i'l_w - 2 1/2 --I--- .----. I... - AMMUMEOR, EXROMETE I-) - ! - , I f2. Carl. Xa3 �Iiiifiswi` oml - M. oml - __ - - ' __ 3 - ' ' 3 ,,�� In-- __ __ - I 1/1 1/r ___ ___ 4 AMUIL On ww" (E I).) FACtOR -1 I I/,- - _-:1 i - - I W . - �--, - . .. 1. .. I I I. . . I . . 3 qr - - . - I . . I M . - __ P 01 ED MM A.S.D. Sa SP y VALID WHEN S�W I.. WtS r.1 D a, MAX PANEL HgE�Q S USED. I MILLAI a A.S.D. DEM LOAD MA)UNIUM PANEL LENGTH 40 PSF OR LESS 6.-,,. > 40 PSF TO 50 PSF 6.-2. 1 � 50 PSF TO 60 PSF 5,-Io* 6 MAX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W1 SOUD SET ANCHORS & */"SPACER AT 12 1/2- D.C. , i i $1,00 .... * . " I. ..... ` " ... ... E I. FLORIDA BUILDING CODE (Won Koh VelocIty Hur Icons Zone I . : : . IE .44167 ". 2 . � "TEM - 24 GAGE GALVANIZED STEEL STORM PANEL ,,, OM- . I- Ill. : . 1".. III, , - , � *j.Tr7_. - TATE O� - ' ' , _. - - ._\ / 1 . I I L I E C 0 ..9 � ffw-� --- _ GLOBAL PROTECTION PRODUCTS. LLC. o'l2r1was __ ORL - ,9,:,-. " _ 1, , - I! ORIOV-.v . .�p �-� , ;" - a fARKREMNA, - . . - - - . .1. .wo s. 61 STREET D-AL " "" - 20-175 wk r, . . I, ........ 'L I= DIMI:!= - PIN, -1.1 "NONE I". pft_nK!L 1. V-PION-W., , I&C5,71) , __ 2.w. Ne� ~.Ot"A"T CA-00041111 ALL INNONAKI . - - T�_. _��_ I I I i F--, , NALBER . FLUT ".. ft� - f,NFIll _2__ - - I - - - I IF 1. ANCHORS (SEE SFCT,O�S & A.TILRNATNTS ON SHEETS I.I. 14, 15 WO) - 1 3* M" R-IA/13. R-24/13. R-3A/14, R-10/13. 0-2B/13, R-30/14. 3 ': MAX D.M..02 . _I- wit. * R-18W/15. R wN_ --.---- ___ _____�__�-�AW/15. R-2AW/15. R-SAW/16. -21YW/15, - R-30W/I 6. - . 4) O, (�) - 0 0 0 0 0 0 _____________ -.----- ________ --.---., --------- i I - - - - F-I7 - _ , ,-.., I _7 ! : ---- � _ --- I . 1. I - ---------- I ---- 11 j I � , i : i I i : I � � . � t . I ! I I I I I � : q I � I � I ; � � � � i � � I ; i , . , , I I I : : i : : i I i � ! I i . � I ; I � . . I : I I 1 � i k ! : . L � 1 � � I - I i I � ! . I I I ! L/;! I __ __1 ---.--- � '14"111-200' S.5 BOLT', Wo - _______T` IL' iI ,_ - I __ ! I I �', (USE 'OR PANE1. aNGIH 1, - � / OVEEN r- I 6-) 1, \ ( i PANEMULE V,H ; (I li�- I 5, i REGULAR SIAM PANEI / � : , ,\)SA'. RIGUIAP ITO"" PANEL i _R. 0 �400, -400 p.J _ _ I I (*/ O~ MO PANEL LENGTH MET) I _Is,--� --- - ---- A), - ' . . � - � I I � - . - � - � - . I ; I' ST IR i LIFE SAFETY 0 M PANLt I I'-G* ED +50.0, -54a p,..l FI I . (W/O OVERLAP NEED PANEL LENGTH SoEr - : I - _/'k.7, . ! '��)7 -a' WIN. PANEL LENCT)l I � '1_j i I � <3,,- � I /1'. - 2D. I' �� I . � . I I 11 USE 2' AT ALL MOUNITIMOS : .. : S S HO, Is * 1 I I � AT EA OARLS) ' ;. I I . ! I . � � I e- I I I r I I I L/2 i .6. : . . . I I . � I I b- i ; I - � I . I I I , I I . I I I .-- , , ---- I ---- --- ..- � � NOTCHES At STUO ! �_ - ___ I .... ... . . . ", - IeCATION 0 LIFE SAFETY : .... �11 � �_ PANEL BOTTOM CORNM ! I t 0 X IV_ I I I D. M., (�). - I I - - - - _. - Lwli�' - -f- - __ __ - - - - ----- - I � i OVERLAP �_� I - ____ _._ ______ . __ - - 1-1 \� RANG NUT AT EXTERIO WOIC ALIT AT - : -3. mu � LEFT PANEL ,-,,,/W IT PANEL J- "Z, - A, -,-- I � I' MON. R-IA/13, R-2A/13, 0--3A/14, 13, R-211/13. R-38/14, I' MIN ED "I ED I ! ' � �-2AW/15, R-3AW/16, 1-00. R-IRW/15. R-2BW/15, R-3640/16. F_ IT - ANCHORS (SEE SECTIONS & &TERNATiVES ON SHLILIS 13, 14, IS& il[I) - ,/." NNX CAP ' LIFE SAFETY STORM PANELI) ELEYATION (t) �� I SCALE I /A-- I- - , , "�) REGIII J�RECULAP �, 1". 1, R 2.687, � __ STORM IIANII (MIN O.VNAR . I WHOLE VALILIN) � _ 5 ��_ , - - TORM PANEL �� , , " I", :�:: �, �� , I _. - 1� - - 1 ; "� -- ---- - �_ . , ...... _ . - , , ., I� lw� , - ___ - . V� " �: / _.�, / ......... ;,%�', - "' I/ v I .1 I. 1. ,,, el , , 1 IF I ` I, .. " ,X/ 11, I �1110 I PAP I . ',�,...,�), I, I : � . � , I I I 1, , I \7I.-* v44 I,. ,-,", /, I 1�1', � - __ __:�-7=4- -- - /_ ��,-,\__/ -!- �,;�_�4!'"'"'"""" � ,� - --- m -1., __ �� . _1� �C,') --h` 7 � 1 2 : 'w4tv-, .!A t -01 2 -0 . . � z Li�L LIFE SAFETY PANEL t : ,.: __ * - BUILDING CODE (Won High Velocity Hur Icons Zone - . : 3 FLORIII A " A I. � _nInTo IN, 11 EXTERIOR ... IORI I. "' - 24 GAGE GALVANIZED STEEL STORM PANELL DAMON OF . , ..... -, ... .. I I I __IL . / 11 T P UCTS, _ 071VI� _. _�-, LIECO GLOBAL PROTECTION PRODUCTS, L.I.C. DATE 1 , _ SECTION A -A __ I .000 1L. I SwM Xi ;_ 4 MI. _ _ " Nt _._, `� I.It- ,POR.." " PHONE (054 o"" ft 20-175 SCA11 1/4'. I" , , -A� .. .I.,--- - " -1.1 Am-, 1. ")MAN- __ __ :_ i_. _ __!= _ _ . _ - ____ - - - - - FRANNN; . FIT LAW _�___i_m_�__� --- 1 __ _ I. . A'A". . � . _ _ _ __ _._._______.__.___ ________.._.__.__ __________________. _ ____ - - - - - _ _ - - _ I 'St""Ia, , .4--ill-2. -- . - It o, Is . - - �____ - __ __ _4' ___ ------------ �- � I WOOD HEADER I . " i I REOUIRED _7 _� I p , 0 T"CON � , . F . ANCIIOR a 1* cc I � I I I i : C2,',, � - J � -I �k . I �� I . I - I/, I I 1/1. I I - - - . __ __T - �1 "I I I 21 : i AC,, i I 1-11, 8 0 D'STINg " GIASS _4 11 . :: 11 . 11 � I ,I it I , ."'. :1r--SEP-R,TIO, it TO GLASS � -, -- ,,,, .. ___! 11 ED I*w6w.... I- � LID " I . I . I � .-- - - i I � II i � �._ I 1 I - I . INSTALLATIOtj DETAILS EOR LIFE SAFETY __ PANEL A 1 INTO WOOD STRUCTURES � - . .1 _. I ... I ._._____._.. I WOOD -EA"P i -11 HEADER 11.11.1,1FIlo I - � I I ,� III C 'Pt " J.-�' . A / A CH I ---I--.- 0 T I/ ., I , ANCHOR a 91 0 C �, 1 � ; I ANCHOR 0 O' OC I I _(i) �, : : i�� 1 1 � � I ,2 1�1 � __ I I . 'fl, _ , .0 -1 _ �2"_L,,,/4. I" i I/?- - I ,1/4 _ . - _ - MAX I . - I 6 I . ��, '. I � , I I - . - i J_' (D -1 -.,L , _r -,r-----1 ; 1.1� i'j) I IT __ I : >.,--' . I 9 I "", '�v . I L I �,,., It I I ."v:4 I 11 I I- I � it, wl.m RIO F ...... ,,G'. ji. .. t , 1 ost FolIlmin. GLASS , .. I ,A)RCH, Owl 141) 0 �1 I - ; i I '. . ; qI I I � I I , VAN I 'u"Cr. I . * NMI, ,I : ; (SFF,ELEV.TkON PANEL LENGTH : 0 0. .ELI 12) : I I i(SEE'l I i I ELEVATION I I 1 ; 4 IF 47 : 11 � . ,". .1 � : I . , 3, ON " , ' I , ) " , , . , 0 I , LN,, 1 1 c_1 ,), ; 2 41�- SEPARATION - . I I GLASS. I I I :: r � - I , - � i , '. I @ � _ 14, . : IF 11 I/r I - . . 0 I. " 'Ir - �11 ED � j , ILL E6 -, 1 1 , f! . -i �W�.-.�-Ir _: , I I 11 I - . -, j I Q � . ;1* , I . ED - I, =:C� . 4- 1 .- _�� I - I i � 2',,.' WoGp _ ( � 11 PLATE 1 1,14'0 TAPCDN i . .1 1, 14". TAFCON REQUIRED ANCHOR 0 9, oc� ANCHOR 0 #* C- C. STAGGERED IN/ SIUD i ! STAGGERED W/ ST,fD ! 1 2".' WOOD i i . 1 2',4" NOW 11 LATE , I PLATE REOCRIED � , PEW RED JLIJM 'a Y I-1AW C�M WALL MOUNTINGS SCALE 318.1, Harm I INSTALLATION ARE ONILY VALID FOR A.S D, DESIGN PRLS"k RATINGS (p ,A� AND PANEL LENGTHS AS PER ELEVATION ON SHEET 1Z 2 FOR NEW WOOD FRAME CONS7RUCTION, WOOD .r _Irl MEMBERS TO BE SOUTHERN PINE No 2. W/ SPE IFIC DENSITY OF 0.55 OR EQUAL. I I _ __._ .-___,--.-r--�-.--.---.----.--"---'--.----l.- I 11-111, =N, " 1 0 ( I L-F-11 UI : [,..,.:,'.I. I 11 `A&: ,I Ii It ! .1 I. . P IORMANO. - I =14.1 ; im r-,n 7 I I It f : 41 I 1* - I � ! � PANEL AINGIH # . (IM ELEVATPON : a ') ', I (I ON SHUT 12) i i IF � . . - , v : .1 (�, 11 4 - I , MM, 0 i ,-. 11- - SEPARATION � � L.� �- :L, i : To 14145A -; ! I I I ; i ---- ; � 1. I . ; . _/. . ED 0_;, I .. Ep I 91 N - _4 �f -- I I . - - _40611061_�� I, * 12 1 I, -C CIO I , . "I � ____ ____ . 11 1/4*. 1APC0Ai 0 C 7%4 , WOOD ANCHOR 0 9* PLATE ': � I REQUIRED J� ,, HT -2&W 0 E U VAN '00motok WALL MOUNTINGS III. Tit SCALE 3/fFm I - ..." ... � . . . . NODE, HEADER ANIGUIRED I .` TAPIC AXOR 0 $w OC (-.2,; i., 42' '7�� 1/4 �_7 MAX - I , � i - ,� -�141l, "'19 - t, MAX ,- PANEL LENGTH (SEE ELEVATION I ON SHIED 12) ; , i) _. 1.31 J 5. . , _ � /2- I g -g t. - . L VON I . 11 ,;Atl�, 1, ". TAPCONI ANCHOR 0 11, 0 C ... EN '-. . FLORIDA BUILDING CODE (Non Nigh Velocity Hmr Icons, Zon . : .� o 44167 . % --- ,alyx) NNW IRE, 24 GAGE GALVANIZED STEEL STORM PANEL 11 I I . ONARN w . .*- , � * : * - * - " /Job, '. .4- �_ �_. �_,_� "' - . .$, STATE OiK__ .., - � , 11LIEC0j,", , � GLOBAL PROTECTION PRODUCTS, I.I.C. WE ..,4 N, -, - [" - ,I,, , _ 4W IF*. III ITIRM �,' �' - �ORO`�-#P�,V',,,,-Z.Lll IT .. ...", � b� 11 , `., A. , ., , , __ - %_ I= .. � "" . �ow. IO&,A�w-',s' ""',(�BwOs", ".......-, , ,f e X� IARR,.��_ - -- 20-175 S/, - r 11 .. __ -1 - - -- I - - I'-___T __ . . MAXIMUM A.S.D. DESIGN PRESSURE RATING (padj AND CORRESPONDING MAXIMUM ANCHOR SPACING CHEDULE FOR REGULAR STORM PANELIJ-) INSTALLADONS INTO CONCRETE & CONCRETE BLOCK STRUCT RES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I NRU 6. ON SHEETS 4 & 5) 11 (-,*' � I/ -) iga ,I- 0 , r- .;_71 -10 '�o � 400 0) 77 MAX AS D. MAXIMUM ANCHORS SPACING PON MIN E.D. PIER SCHEDULE BELOW Ill APPUCARE I MAXIMUM MAX A.' El MAXIMUM ANCHORS SPACING FOR 610 ED. PER WHEDULE BELOW - AP LICA APPLICASIX BLE MAXIMU M DESIGN PRESSURE Yo Se - LLN11- P __ RfSSURF I 'OP to IF ION :iFE IF I PANEL . InNano IApCON SOLID-SE1 p IT FEMALE ID PAMELUAn PLUS ZMAWWAC-NAILION . -IN I TAPOON SOUD-S rr AIRE E FE D I PANELMATE PLUS - BAILIN RATING =74r . L . (It ) RATING (P f ) MY , Y - I , I :. � %� ) . ��-A_�IE it 10 10 'a _ 10 To to AD (0-1) CONCRETE - co'CAM ��. 'I' Ck-111" - IT WROMER, arw - 'I OCKC011"M , _ OF THEM LY � 12:_ 1 3' I �_� I 'I �_7_ . I� . ,a 1/2' 13' 4 1/2* 13' 6 1/2' - _. 7 1/7'15 1/2' �. __ .- __ 4 ,/2- 1 3, 4 I - ill I 7, M _ _ __ 13", 1 , W I 13, 1 13- -, 3* - - t ,3 . , - - - ., - - 'I. -.-- - I __!�: . 12- - __ __ � 1. -1 1 (BOTTOM) _____ I— __ IYJIF 1/2- __ --..-_ - - _ 13-_� __ ___ Ir - ,3- L 1 9., - o- - v - . � ir ,a t, I - - --- -_ ____ 13- 6- - , - I , __ I Bon I (kin � _ 6- - - w ,3- '�' , - 13'. I 13* ._ 13- - - 1 13- I-5- _____ W __ __ 12- ,31 ; ,a' 2 -(TOP) W s. - I W - 110 1/2' - � ,3' ;'I 'Ir 13* _ _ 1/2' 6__ 9 ,/2* 7 ' 15 I 2 _ _1�1 � . ,a ,/7*1 , ,/7* 13' i- 1/2* 2 r, � - - 1 __ __ I W _ IF -/2- I .- 1 1/2' 'I- - ,.)* �.._; I I - _� _', - W 1 13. 11 __ _ I -..-- ,3. 1. r If - _ 13, L3- ". 13- - I s" W to' __ . _ _ i3* IQ' I 7 (BOTTOM) I (lop) I I I 13 - ' I. 13 � - 1 - 13' . - t3* 13' _ 13' 1, e ,/2. - - t , . 11: w`__ � z ( - (TOO) , tl�p) I-..---- '-IF -.-- 12' - ____ q ,12' - - - �, _... , F2 I. I Y., " I : 1. .1. _. - 12 I/2,112 I/ , � 6 I/, . ,/4* 12- 1/7*'2 I/ - I - , s ,�. . ,�. - ,- - (BOTTOM) ,.-a. OR . __ _ --- - 4 __ ---- -- I, .,2 t - V 1/2 -1 �� 6 It.' __ 6 114' i - - 12.1/2' 6 1/4 1. .. - I - __ - I 1/4 IF ""ib- _ �__ , ,7. I a. - __ _T 5. a- I a- it e. � 6- 6- 6 1/2- - __� 7- __ ___ 5. � I- " I/?- 4 v0p) IEI�l - I. t _ . a' I! 15 1/2' 1. _ � 1/2' - a, A _ 4* 4 7/2': 3- - a I1Z 2 112* _ .- . - f 0.) 4 [TO-) 4 v6o) , 0. I I � - a. r - I - a- 1 - a- 8. - � a, _ - i , - 0. - 11, - . I .- -_ - q�ryom� . .- a' I - - 6 1/2'� - I - ___ 1. i - I IS, - ! _ 5 ,/2-1 - - i 7-_ ! - - - ,... 4 (BOTTOM .4 _ I., - ,,, _. I ". - 13- j 13- W 1 W I 13- 13- :3, 12. 'j- to' f 1 (Top) r 6 )/2, 3' �3* .7. ,3. i , 1. - __ , 1. I,, I 9. ,3, - 1 9* I_ I " I /2' Ol 1 : 11 ; 61 5 (top) L..., 13' 1 W W I 3" 13' 13' ,3. 'r 3- � 12- 13- IQ- 5 (W"M)i � 13� I 13 � 13- tO 112" 13' I 9 1/2' I 0 /24 1 1/2" . 3- ' O" 5 (gorro.) - Is, - �__ ; V� : - I ty t 13'- ; - � 6 IjA'jo 1/1 . I _t . - ,3 , 6 16 1/4*4 Ile � - - '-3 � I "', , - I - 3 . I I - I , - !7* I 13' i 10' 5 ,/,-It I,, 75, -75 13- 1 I- - 1 I - 13- 6 . I/. - i,c - '12 [O Ij. I - - 3 - 6 11/4 �i ,h- �f __ 1,14 - i, - 6 I/ 6 I ir - _- .. III. i ,/2-,! I ir . - - 13- 1; . 1/2* 6 "I., � 6 1/4* 6 FTOP) a (NO. ..) 65. -65 To - .75, 7i to `12-1198 7�3� TI 'j- , Ij. � 13' 1 . 1 to* __ 13' .. 'a- - - - ,I- ; a' - lj* I 1 !/�. - I � - � I �_t�__ - -73r" -7 - - .____ - ,3*_�IO '12, - .. - Ir �i, ", __ . .. I� �. ". - I __ I ." .1 11. . .13' . ,/2* - - - - � -�'Cml, __7 _y; . ir ;? 1 �:7 - - I --- - Ir _13;:_1 l-3. � __ . - _IF_ 10 1/2' 13- �10 1/2- -0. 1; T1_rT__i; !3' 7' ... - _ , I (BOTI 0.) ,3* :6 1/2- .- . 0, I W _y tio-qi- ,3, , 1. - - . ,3-__� 9 _ - _ I a- �' 1/2- _� - 13, , � 6, (9017 ..v I , 1/2- . - I 1. - W - 10' I- _;i _ 13' - ,I- - t U.- ,3- ill 1/2- - I ( TOP) � � 3 * � 1, .- I I ;_Ii. Oi I/ �� : ly- a ,/v . _Y it 7 ,/2-1 I/? _,�- i, 'p- 2 (TOP) * 13* 'I 1/1* , � o I i� - 1.1, 1. 13' .I..2 , 3 .. I� . Olj7� !_ ___ 1 1 1/2-1 ___ 11- t- - - 13- - _ 1 7' - - - 2 (BOTTOM) -, __ __ _ k � 7- ,-;3� - - 0- I 13- . -1 __ I3- I T2� I - I , ./2* .. . . . TO �2-" 1/2- - I I. - I$- '6 112 i ? (EDIT M) __O Ir 1/2 -11 __ i , i - - I r . 1 I 3 110 ,j- 10 �/2* - -I- 10 �/?+" IV 112- i - " _137 � ". - j POP)_ I ,5*-6' 1 7' . � I 1,3* ;. __ _ ,_?' _ 13- it I 2 � 13- �/2 . (I 112'[ 1 1/2* I � � W 6" - __ - - 1+ i 3 (TOP) �5, - '. I - � - 4 I- L� 2 . 12 1/2- 6 1/,.)g - 'I.- . 12 I/2' . __ 6 1/4' I 1. . - . I 'I - - . 5 ,/A-,e '/4' . 3 (sorrom) TO - I '_ � ,7 111,2 112' - 6 1/4' 6 1/,l* --.--I------ 7 11 /4' 2.� - __ - � - _ � ---,+ I 1/4- 41/1%_ ,- 3 (BOTTOM) _ ___ __ It) _ __ ------- 1 1/2' 1 3 112' B* -j- - 1 t 1/7 � 4- It' 14 1/2' !l' 13 1/2' 7' I 3' 4 (TONI) C-0, r � 3, I- 112- r 13 ,/2. ", 1�_ 4 1/2* 3' 6 1/2' � 1/2' - U09 7'-5' , 1 4 i - - I 3 . 17 In. - .. a' 'r �- - t 'k - A. I .1. _ - 1 - v, ?D - 8; - I,- f . - i - ,6 I ! I ' - � - -I- 11 1/2� t - - -,-- O. 1 - 1 . - - �_ - _. - - � (r.rfom) - - - __ 5 (TOP) r . I --- - L 5 IS - 8 1/2" - - - , � . - I � ,3 A. . . - . W 1 1. . .�. . O' , - _� I , . . 13 1 v 5 1/2' � _ �, to-- 17 I/'- -+ - '. - t- - . 13- ! A* �-(BCT,6m� . . --- I (TOP) � 3- . 7 , 12: j , .. 3 I - . ! 'y - 3' - - - 1/1 �11 - I - 3' j I- � " 10 ,/ _' � ;,__. /�_ _ :: I. �7 �. :,* � '. ,I 'kno.) -.11: � .1 .11 ". , T� - 'J�. + - I I! � . ,3. 1, - 1. It ,/7 .. 'r- To I/ i. , /2' 7 ,/7- ,.I. � 6-- - � -lecrom) 1. �- -4 ____ - 2' 1-121-1i - . - - I Y r i : J�, 110 , V '3. 41 I 112f'� - � - - - � i ,� ! I I ____ .1 IF �TT) � . . ,�. ! 5- � __ __ - � 1�� - - � I . . - 13. !a ,/2-- - . I - 1/2L - �'o - I". "I . -I;2 /1? 1i I - , . 'r �- ,/;* . - 1 6 (TOP) - - �i I I - . -/4 _1_11 - a I/.- ; d 1/4 - 19 I/'- - - -13 - I � . IF '/' I I/ - . (90'..) -1 . - ! - - - III I/.- 0 I i�- 6 , m�l el t _� . ; I - ; i 11/4 8 1/4-16 (DOTY -) I __ WE SHIFT IT ,OR NAr.w*S TY'l a V�w FOR .ar-"col, wo tow FRAME: RADOM . .- ANCHOR whvjws AND MIN LOCZ MINIGM ARE INDICATED ON RNS SCHEME 10,R Lb LESS I- MICAIED ON SCHWAL *to ANCHO', W`M:_ It, mck"Ply'RIC SPACING SHORN O" f,DNEQULE V THE FOLLOWING FACTORS FOR " OPERATION III BE POSSAILE. "MADED SPX - OBTAINED USING FACT SMALL, NO' RE LESS THAN MRANAL,m SPACING INDICATED FOR EACH ANCHOR - ON THIN SCHILDIAL . ,/... 1/4'. ,/.*. ,/,'. ,/... I/. ANCHOR TYPE NNNWN xNLD_eC` p'"Kagul."M kvicuan Am, zAMAo_1 .-. - - ...-- __ ____ ��!�_A!�S!!C!K(11_ . . , 5 1�.' /2'. IF ., _;_ WORK%" too, wm.a" (k) � .1 , ! ., ._ I ,;r _ � ,.:_ 1____,__ _ _ �_ � �7_ ___ - " - I "PAINEAN.b.) �ORNQNAat� "-; '_ .- - � - _ , .- �. w � j vr - , I I-/,- - - 3 ,/rf - . I PlAcm , 1,7* , +`R` - - , I I/ - .11 : - - 6" I 3- I .. - I 1. - .0 , I/" � I , .1 I .1 . I' . , - SPACINGS ONLY vAuD WHEN SPW IS USED. - 0, VAX. A.S.n 1- DESIGN LOADS & MAX PANEL L WHEN SPACER W,; US,;r __ 0". %L A r ""l t.,!k ... ;..!Y�!\, . r 4t. s'"' . VNCEN %�? I ' - . ` "" "' ' , I I " . 0.44167 .. . I * : * : IN, I . . . : � . , � '!A%. STATE 0 _ ' ,� . , , . i Q , , _ - . - "r . e � ,� �_. � . ItORIO . 4 , ..... . .. _ ... _., '. v , I �.-- -..,7, j&%Ljj a A.S.D. DESIGN LOAD MA)MOUNI PANEL LENGTH 40 PSF OR LESS 6,-a* > 40 PSF TO 50 PSF 6'-2' I I > 50 PSI TO 80 PSF 5'-10' - a %kX PANEL LENGTHS ARE ON�,Y VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & Of/ (?3 SPACER AT 12 1/2- OC� �=O aW, - __� i I I " ,� IILIECO..c " ;ft� w. . .Qxia- ;JtI__`"` �-I.: - __ - zA 000471. -�;, ,�� 0� V-- 0-- C; C-, 6 cp -r� .0 %, C -- . ". �� ,, 11 I I� f,l� 4 " 6> . , 1?-, � - A1.6- I: t Ir__11 *r� CID � , � � 0 -3� ��, I 1 ::I ,!:-p ;6 - I::. 1 1:5, ;v-, 'e, 1,* �� -1 -1 .. cc- 411L, 'n 7 C_ IF, 1 !$ 1z, , 11 la. I 24 GAGE GALVANIZED STEEL STORM PAWL I "' ORAMN w ___ ___ __ _ .OBAL PROTECTION PRODUCTS. LLC.1 0'/2�'/Msas - - ,ZIF - ONAF.It I , F_)swF_ - (-)-..-, 2O-t75 �. - --_;-_�:T-Fn%AvNC. � - I - . _ -'s ---�---�-�--,�-----,-�-,---,---------- _.___ _________ __ __ - - ______ - F __ - -,----- ------------*-,----,- - -, - ___ __ INSTALLAILQN DETAILS FOR LIFE SAFETY PANEL J' I N.LW rWW!SL12 WMdSLIL WIS SIeMNSg5LJ_L 121NV!w:Ek Z I MW"WISLZ 1/4-0 TAKON EXISTING POURED 1/4'. TAPCDN EXISTAIG POURED I/-_O TAPCON FX11ING POURED 1/4-0 TAPCON POURED ANCHOR 9 O" D.0 CONCRETE OR ANCHOR OF O* TDC. CONCRETE OR ANCHOR 0 9* OC CDNCKIE OR ANCHOR 0 9* OC rze"fct f OR 1�� CONCRETE BLOCK ,,�,* �: � CONCRETE B�OCX ": �, ,, , CONCRETE BLOC A ` ".1 " CONCRETE BLOCV , I ' � �J, NEWRIED , , REWIRED j � I, I fr 11 f r 'COURBOE , � " I REWIND , . 1 3 ,� I .:: : ;2'.' ":,I, I i� - . ` 2', . ' 11 1 � I __ I ` I 11 ` * _ I f - �, 1: : : Aw, '� , - I _ 4 I'll., I ... I - I ".., . i . _; I - I L. I ,; ,� I- I I " ", 1 , �., � 1 2' - : � - __ 1q, .- ,,/4* ,�, 112* E__ 117 .. I ,�2 I 1 4 =f= - � I I 11 11 1/2* � � ,/4' - I I J- �_ � I 11 1.11. - �- . - . . - I � MAX I 11 ... - � .I.- -.1 ".1 � I kw I . . I , 1. 11 I - _! MAX -.---..-.. , I 7 - __ M" I to- I D I . I ,:, I [D- I � 1. I �, I I .1 � . � . I 11 I ! Ex 0 �, i I i 11,1111"" 1 : ; " �01 I - /� / / - , 1. " I I , � �, : I - I I . �, , "" . I .1 � I : I I r :1 .. I I . ! . I 1 " , � , : � I I ��,?%�/,? I , . I I I " ,,, , ! . - I I I . �, .. � I J) , , ."I . z . 'I, �. I! I - � :11 � I . - I f I � : I- I. -i ,. 11 t I "I -) W : I :� : _1 i " MI,, I 'i I . 14 I Lxw'is J; I ; L-ILPARAIRON 1.0�%� EXISTWQ_� 10 CLASS _, . ' GLASS f ! , .. I , '"' * N M. .,0 Ey STING_I� I ,/.�'. rXISTIN'Lir -"; -.Tr I I' j ./4`II-MI' III 0 GLASS I : S'I�mcn "O I MASS 1, I " " ,,, " _: . � `,I U, _w_ GE ASS AT D% ; .;;.. I "I ,A � I .1 _R� . � , � ',i " " ' IF , .� , I I (LOT - NAXV I ': P , , : lo- 'N" T-41, IF LL I 11 11 I, � � UNGIN IAQV r-r I I , : I �� '. 4 I � I 0 it I: ; ; � I :i 4 .1 � : . . Ill I I 11i , I I I I I i I ,I �� I 1 t I v V.. PANEL 'ENG'" " , ,. 1, / 1�. . :- ,,NNE" 'kwall, . H �, I , MAI, PANEL LENGTH R, 1� : 'L, MAX ! PANEL 1 . 4' ; 1 (SL ULLVATION It � I I I I5 ,'SET ELEVAr,flN 1 I., It Ip if - I I (SEE ELEVATION IF I t , I I 6" LENGII, I (SEE ELEVATION I' MI, !I'- SEPARATION - ON SHEET 12) " i � lt I 1 I ! , : ON SIBS' 12� 1, WI, 1" SEPARAl'ON ; ON S-Ert 12; 1� I so 1 : I I ON SHEET 171 I ; a TO GLASS A I I I % ". I a I .. I I 11 TO CLASS : ,� It - I I , . I I v I - I, I I 1. ; I IT .1 1. : 41 - I., i ) It : � , I t,� � ,. . � I I , I I I I L12 I . � I I 11 f, I I I I 9 , " l I L/I : I ,.1 . . '� - I � r . I �, .. ,�, I I � : I I I , .1 � , ; I � i I (S) 1. , : I 6, - " : ( D , ,_ , ;:: . : ( j) e- I I x __ I : � E 0 4 I I E.D - � 11 , ED. I f 0 - . I I I - : ��, I : I : I . 1 I I I I I I 4 . I A. . w I I , � : I i i 0 0 Ilr cc 11, I I_— - * : I I I `_� ", I � I I I I -14 "" I 1 �t: L � 1� I i - I , * I I , ED' : -�� i I - . I Ea I ,� # . __ - � ,,, . - � -, I I I ! � � - - I I EO I I 1. 1w . W, I I Ir- 'Z ;;� . IF I , k� p - ,,,,Ii� I I , : � I ---=;;p ... -1 ,.� � 4), �. . I I 'fl, ('�'i �, =e, I 1. _I '! 1, "It ,*A . " 70 C : I : J, , so.m .j - . " ,/, - . - 1"F I /4*0 TAPOON � 1_ " - 1 1/4'O TAPC N If . I /.-o IAPMN ANCHOR 0 9' CC ANCHOR 0 9* CC ANCHOR IN 9, 0C ANCHOR 0 9' OC EXISTING POURED CONCRETE OR EXISTING POURE 0 CONCRETE OR EXISTING POOPED CONCRETE ON EXISTING POURED COME RW ON JARMULS I CONCRETE BLOCK REWIND 0 LES rOAiCNETE GrLDC1 RECARRED - �d PANEL CONCRETE BLOCK RLOUff" 5JECTION R_-.2A 0 REGULAR PANELS 0 RMININFIL CONCRr.r BLOCK REOLIIRIETI WALL MOUNTING SCALE 3/8-1* --.--. WALL MOUNTINGS 1,101R, ... 4 .... T"I'll", SCALE 3/0-1, I- ;A N ..... : - - �46, % A-`\�CEIIIIIS`--!�o SEE S49"s 15 A, To FOR ANCHORS AND= TIRE ,/.*. ,_ I, Fae IN FOE& TrAUNIONS INTO ____ __ _._.___.__._ 'Mo. 9 .. e % . - S : it WOOD FRSNPAACNG RUILOOM mINIMUNI ANCHOR SPACINGS AND MPMMUV - _�_ Amewan.-sNATew: o,,.)__ __ - .__ __ _ -, - __ 3 - ----- No. 44167 '. = rLORI BUILDING CODE (Non High Velocity Hurricane Zone 1 * . . - EDGE CAIAKE Oft =To ON, scHIEDULL FOR HIIAI �XIED 0. SIC REDUCE ANCHOR SPACING In 0. M 'ING S.-CRIC S-DNN *__ Om,- Q�) _ANO`"`AI , - - __ ___ - � OwIo QN) - I , _. . - _ A - - 2 - � , - � I "" , � `111 OF � III i . . STATE OF ...*,:, 2 . . - It .... ... � "lO 7. nn.. - I _\ 24 GAGE .- GALVANIZED STEEL STORM PANEL - 1. TAIRAN O" . . __ ON SCHEDULE BY THE rOUOWNR DAMAN, FOR TIRT OPERATION TO Of POSSIBLE. ACRIAL 0111E NWO = now - -1 - 0kt*0 5-W, ___ '... r. .., - - . ...-. Lp�"l OR - -7�, I - - -i� � 'OP I / 11LIEC0101C \ GLOBAL PROTECTION PRODUCTS, LLC. nvalme " W, . i/2' .. REDUCED SPACING 091A)ROD USING 2 1/2' .11 .- wl ,,"NACH -1; - 11 /,,� n-uar Im"d a C"BrIA.0 COWPANY _s . - !II ITRUI __ FACTOR IHALL NOT K " THAN JA SPACIRO NWATED FOR EACH 1. .90 ,,, " ,IH". , I - AA.z1N,_%r= -_=__"'_ - ,,HoRr - (w,H)mw,:H% val rts'pet-M, 20-175 ANCHOR 1K ON THIS SIDI I- __ - _ _... . 1 _.�___=� I - _ ----.-- - W_,�rlow/.. - ..=,. RALTE. I, , '.4", "DRcA Ul. 0 - _!!t tl_..T� --H, " - - .1 ___T-_ famwoc. .L.- !�4'.. - - 1 -----+---I . - - ONEET '3 OF Ill -I", ___._ __.___________ .--- ____ ___ _ ______..______ I - -,---,- ___ --------- InTINLINATIO DETAILS FOR LIFE SAFETY P _REL_J_'J1__,___ ________._._._._.__... __.___.____.__.__ I INTO WOOD STRUCTURES . . . - . - � � �� f � __ - - � WOOD HEADER ! wool) HEAVEN - �, Aroonro ; - .... C "' I �_ � . ___1 ___ __, I . 1/00 TAK N 1 ___7 A I",!`.QO "..." I �. . I " I , , , ANCHOR 0 O' OC I , _ , I , ANCHOR 0 9, O C I � � . � ,'� " � ; � ill I I . � I ., , . . . L� .. I -r-0--l-, A - i , 4 - 5 1 � 1, I .- . �-�4- I , 1 _'Z�_, ,/2 , I/.- ,- . I I I I ___ MAX ____ 11 , i _, - _. - hw I ; . i : I I i "I` llI'- I 'I : I i I . :" ; I i ". I � J�� 6�Aj _ 1 Ir 4;tF_ ; I --, ! 1� , P! I- - __ .� � , - : I I- : - (,I) I--,, � . I v In I a I rXIVINg 11 -4 *1'a> .1 i I ./.-. - I v k . I I ci, - .A A I ' D` "', CLASS I I E - I , i J,w, !� C.151 .� � ; ---I: ; - - UAcrH OAT, r-41 1, G-ASS 0 1i � �! I I � :I : I ,,, � �, I .0 " � � I MAX, ,I I . 1; � I PAAIIEL,LISIQ� :: I I ,- PAW IFNCTI, "L (SEE LELEVA ION X �', ; 1 I (SEE E JCVA - I 11 11 I ON SHEF1 12) I I S " I J ON ItCF7 121 11 I I 0 1 11 1� i I I I I I. 11 ml� ; �_ t -SEPARATION 'LASS : � " 7 I i H 11 I' M.. __ , ,"i" 11 .0 G 11- -SEPARATION : - �'J_,, i � 11 , , I : , . I V7 GIASS I �-!. � I 6. I L___ �* , _,__� : I i I I- - ! .- _. ; 1. �, . I 4 To I . ,-�, I 0 a ,/r cc , I 1. EC I - . .1197-, I ill I i - i 'IQ I .- - OL, I f . 'Y- _ -I . E 0 . - I � - 4_,_____T_. . 11 .1, ____ - I 1 L I .*.4' WOOD 1 i I 11 2 . , *0110 i _ PLATE P ""I F 1 I REQUIRED f I � I: 1/4*0 PANEENATC PLUS .ICQLRRVD i 1/4-0 PANFINIATIF PLUS � �: I ANCHOR 0 1 2 1/2- n I , i ANCHIOR 0 12 1/2- VC � 1, i - . � I � i � � I I AUM' 0 REGUW R-JA L PANELS WALL WOUNTINGS 0 ................ 0 AMUMA' MALE 3/8- I' �P�.��-�!q�,�,-, , ' 4"�`� ;IyCEN-fe'.. .... . . . 1: 14`!, : '* :: No. 44167 '. I I . 0 z FLORIDA BUILDING CODE (Nan High Velocity Nw, cons Zorls)j NOTES. I INSTAItATION ARE ONLY VALID FOR LEM A.S.D OfS4GN PRESSURE RATINGS (p a I) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. I IN .. *� 2 S ,% STATE OF icri ., ._ _ - �,* - '05 %, - `iomt6l . �r, , "I'll"", 'i * ... , f, -.--- - V - . I., .2m ALTEW. At 24 GAGE GALVANIZED STEEL STORM PANEL ORANN, Ift , - __ - \ M/� - - , GLOBA " I L PROTECTION PRODUCTS. U.C. ' 11LIECO.mic .1, _� 1. ,I ITNVE7 - 2, FOR NEW WOOD FRAME CONSTRUCTION WOOD ��ow /ON - �/_ - �7�, tut ft,Nxi a &&iiu-.w cow LRX, "' ORAL. IT 33311 MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC , . 10, HF"LL,,Q,7,,, Wall, � - - *._ ___K AN " I', (-I.=- . vem.- OF RNINI-7545, FAIL (��W. 20-175 DENSITY OF 0.55 OR EQUAL. .__________ _ - ,.-,--- - - __ , ._�_ O"I'll - . - - ria� . " wAL/o;HorAwE/uAm _ I FILL ___4_ , It �. 'I � 14 rtgMULA I wOr I I I , . ------+--+Rrv,6 - OF .- ------.. __.1_______..._.._ . ---.----.-.--------.---�,------- -6-0 (1) (1) r- U) _0 -cu > (1) = .4-0 0 _0 L_ a3 CD L- 0- 0-0 = 2 = .- 0) CIO -6-0 0 -0 a) -I-. CL w I. a) -6-1` C a) = -0 CIO 0 - CU -0 - Cn -0 C 0 = L_ 2 0�. -0 a = -2 a) 5: CU = 0 .0 -.I.- CIO L.L- ,I.- 0 - CU > . - Cn a) ZO "'I %u &_ 0- 1E F - 2 u -0 a . - -6-0 U) (a. < a 4 z z w mi W -+--& " (1) (1) a) _= -+-a +__j U) =3 M > 0 L_ C/) CL CL < (1) 0 C- =3 -0 CIO 0 OL - 0 a) E " Cf) M L. M =3 LLJ 2 < M z < ._j a_ SHEET NO. SH 1.41IIIIIIIIIIIIII - - - 11 . �-- - - - - - � - J IF I - I- - - I 11 - � , � I � , I I I IP I 17111 V , wql� I I lw--;-M,-.,I---Iq�-I -, -M I I I 1 1 1 1 11 - L I 1 ,I "' 0, I I , I I III 11 I I I I r it I I 1�1- 1, I - . . Mr - I I I 11 1-1 11, I- T! -R!� , ?- I'll -1 I ---------.. -.-- - -.,.-. - ,- ---.----- ---..---.-.-.-.-..�...�,--,.".-,-�.-.--.--,.--.�.---------.-�,-.-,..'�.- EZI/118 / Ez I w7i'a ANCHORS - (SEE sicriON c2l & AL frRHATNE FzlW ON 5NEV ill) . -13 - Q.. _ -3� .. - .. Hh� - . - �_, (SEE mu'r 2) �I f./010 A. 9 , (Sir _ ! .__ -- - NO!L ?) - r4xi* S.W. I- - I-- � - - --.- --.--___:. . - - - - - .. - ----- .----.--- - _, I �k nr�,�H EMIC - - , IN .1. � �- - I-.---- .. . .r-.--- tt- ---.-i - " -.-f-:.- --- - ; - 7-- 7 -::-..�� ' =..,' I- " If -7 -- .:'-- -! 5/11". .",..'I'M . 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ENGINEERING EXPRESS'* PRODUCT EVALUATION REPORT September 15 2020 Application Number 17869 1 - R2 EX Projed NunnhirH 20-31 SA3 Product Manufacturer All Annatican Shintoist and Glass Manufacturer Additess 1540 Donna Road West Palm Beach FL 33409 Product Name & Description 24ga Galvanized Steel Starm Panews Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with fit@ requirements of the Flotide Department of Busuress and Professional RoguinGon (Floncla Buinng Corrilowssion) Rule Chapter 61 G20-3 005 IF A C . for staiewnie acceptance per Method Hot) The product noted above has Dean tested and/or evalualled as summarized herein to show complance With The Florida Building Code Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that required by the Code Re-evatualtion of this product shall be required following pertinent Florida Building Code mockhrations or testsurns. Substantiating Data: " PRODUCT EVALUATION DOCUMENTS EX drawing 020 31543 tift-d'241ja Galvanized Steel Stotm Panels HVHZ & N�HVIIZ)'. sheets 1-5 prepared brif Engeteeting Express signed & sealed by Frank Benniedo P E is an Integral part of this Evaluation Report Unf:HTTEST REPORT static struchual performance has been tested in accordance with TAS 202 test standards nor test (oportis) PEIT-ASG 17-001 by Blackwaltu Testing Inc Large missile impact resistance and cyclic loading performance has been tested in occordanco. With TAS 201 and TAS 203 lost standards par test ieporlis) 41BT-ASG 17 001 by Blackworrei Testing Inc A STRUCTURAL ENOINEFIIIING CALCULATIONS S,,UChuR I engineering calculations have been prepared which evaluate the product based oil comparative andlof tational analysis to qtjaNfV the following design crileno I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12"' Autiluf SUITE 106, DEERFIELD BEACH, FLOPITIA 3i442 (954 I 354-0660 1 (866) 396 9991) T E AM bf He I Mt FAiNG E x PRE s s. cum FhGJNffAINGE,iPAFS1,C0M 11 - - ,�� -, �', I'� , jl� lI � - ,'I 110 I . I , C T111111 L,, I . I - -- / , .- . I- / " /I Mi 1. I I , - L,�_ �� ,� � -- I I � 1 ," X . .1 ", "" I . ,, , �,�, -. I.I.I.. 7."-.. I's r, - ,,, '�, *L Si-,"ll- , 1-11 ii�� -T7 !!i." ------------- !11 - - "41WA W, 111�-111 - 2 lq ,�� "'� " ,,,-rr -,, I [U"`_', I � - - I ' "I �,�..' I ��,;_ I , - -.1 ,., ,�..Ij 111il- Ic IAIA 4 - FA ffEW"L - IT- I- �11.11' �1. 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H�CLNU 44167 , I -11 -.111 - 24 GAGE GALVANIZED STEEL STORM PANEL I -�, 4, . : ; ill � .- I - - * ; ' * . -- A---'-yf�,�-- : ---..-..--- 1, 111MIECOHNic � --- --------- GLOBAL PROTECTION PRODUCTS, LJ-C. " """"I 11 . �, I S %, STATIF L -,.R,�Z�, 74� ,�U)qk�'I". 400 , .,"' --- I'Ll I , - .. ,2911:� & E.61.1"CRIM. 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Host structure conditions which are not accounted tot In this product 5 I wispeclive anchor schowltife, shall be designed for on a silespecific basis by a registered professional engineer ALI components which are parmanently installed shall be protected against corrosion. contlirrivination and other such damage at all times This product has been designed lot use within and outside file High Velocity Hurricane Zone (HVHZ) Respcollulh., Hank Bellmirdo. PE ENGINEERING ExPRESS" OTI-004041): Curt Auih 9885 1 60 SW 1 2 ' ' AVENUE SUITE 106, ClEtAFIELD BEAL", fLoPjoA 33442 (954) 354 0660 1 (666) 396 9999 TtAm0ENG:N*t.lNGEx�REss com FhGiNEIHijNGE,,PwwE%% cum ;.- --- I, " - -I I -I. 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DETAIL5 FOR SERIES 2000 --.- -- ---- -- --l-1- E-Z HANG STORM PANEL -..-.----.-----.--------- "t INTQ POURED CRETE.- CONQRETE BLOCK AND WOOD STRUCTURES � �-- ---- - --I ; P C�SSCVOURIX` OR I � 1, 4'1 IAPCON CONCRETE BLOCK :�, *_ ANCHOR 0 12' 0 C ,,/ ;� �, i I I I REQUIRED , -- V) --,-' J_ -- T � , 1 " ,�t) - 1/4-. TAIRCON I- . #I..!' HEX 14EAD TEX WOOD *AVER i . ,.- � HEX HEAD, TEX I ANCHOR 0 it* OC I . , ', SCREW 06.* FROM EaGr or 4 ,.� - RFOURR.D , I I 1 -=' - EW 06-' MOM 1-Z EDGE Or I r I 1 1 � -_ I I - rL- 11 11 Ci', � -,*aqk.6c' I i , I �4 (93 IT 1) I -1 ". a. , ! ; " L]. .,I � [a . - I . I I 11 --- I i : I / , I _3 . I -1- ; I - I � - - 11 : I I, I -- ] I I i I I zn= 1 1 I I "...-* 1, Ill -1 I 1, I wN A -./e .1 19 ., ES .,,�,O; :: I' M41 I I "I . � (2) " -I � I j ,/, . 7 I- 51PAIIAIIKO)l - """ I, To, .1 ,2 I J/ � 6-il E XJS��HL 0, - I- NLP� SEPARATION - � I I -3/, O.. 'LASS 11 �Cfv!NUM Por, _r GLX 4 TO OLASS ALUMINUM Per - 11 I l- � : I RNET 11 : j ,,-- t., m� L, , A , , . '�,`Ilra� 11 � -- I I C -O' �j . I a I . : , , 6'-o Air. - In ! i� ; liAII , P.." FXcwM 0 : I , -,g "' .0 �. A, D, !� I I � - ! � � I 1� I I PANEL `LtNct� # 1 IT - I A 11 I , I 1 i - 11 " - � - , IF '. .., , li- SEFFARN -I I'D" � - '! 0 It I * min I I I '), , L/.'0- 20.2, TO GiA5% � - ( I Not" If- SEPATEATION - : I THUMBSCREW 50% :: 0 I ' - 5 TO CLASS S I ,!I .I. I 11 I , '.- 200' OF IT: in, I : , I C T.�VOSCREW I 11 I I I I , I � . - � ' 11 : i I I :: : . - n I I I I . . I , - -- -- I FQ - � - �'/` . LU � '. T�- --,-i-- I I : �-- 1 I 1 -r'-.11"',-.C,,� , Flo I r, 4VAW,V,�--, � E�� p 112- � �� : I - 1 1 - , ,--, J.� 1 w, F-� 7 I/ 2 I -I ,�� 1 11 _____:_, I � '� ' TAPCON ANCHOR I/ ,� , 1 A"S 6 2" Olt 114-0 7APCON �� POURED - . � I ". ; Wool*) - ANCHOR 0 12' 1 C VINSTJNG RE o c if OR r- FIAT I CONCRETE Flux.. . . I ."..". WALL MOUNTING ,FOUPRrD WALL MOURnNG SEC710N EZI. .,CAtE .1/#.3-1- I � ALTERNATIVE EZIN SCALE 3/8=1- NOTES, AN MIN PANEL LfNG'T I INSTAUATION ACRE ONLY VALID FOP MACI A S D OCSrGN 'HAI , Bf 2 . -$" PRESSLAE RATING +/- 40.0 p s f AND 6'-O" MAX I I PANEL LENGIH 2 FOR NEW WOOD fRAME C NSTRL � TION WOOD I I 0 r MEMBERS 0 BE 500111 WIN T`1Nf No 2, W/ SPECIFIr DENSITY OF 0 55 OR EQUAL, I . ---- ---.- - . .- - . ------------. Ao�'�� N - �! �� ;,11>', 11'� , �* ".1 "" I ,\CENSi*---'P �,.S , . . ; 0 ; . - TIN. III - �*! - Oi�-,. - -, . STAIE t _,;E, , I� - - - -1l.. . U', � , � I I --- - �., o,:,. 'r ,, - I 'f Z�l ",,,,-,' " I ,k-- ,,, lrmht kvi�,I'! FLORIDA BUILDING CODE (N.o High Velocity H-1c.n. Zo,f - -I.-iT. - 24 GAGE GALVANIZED STEEL STORM PAN EL ,,, ONAMN � I " --- ------ "",'W I I L I E C 0 ... � GLOBAL PROTECTION PRODUCTS. LLC. �w ... 11 .11.1 .", 'L -1. -t "T i., ;. ,-.,.. - - �-Tf%-7144 !� T-"31WE-�� -CO-WPAAY I �,�.rl--- -11--.1 - - 70- I 75 I - , =- ,,, C`iAA`N,1 � - - -- � -7-- A 4- P�- . T -, I afoo, '. , '. -11. I 11.1 11 " "I ofIRPA ". I -.-, I - M4 pavill"IT, "I �;� . -- 1519CA. - �,-N , I I ---- ,. ,;., NW L� ; - MAXIMUM ALLOWABLE """ ALL AMERICAN SHUTTERS AND GLASS ', Fr.,,* RF-d, - - - �� 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HIVHZ) � DESIGN PRESSURES: 2Y, FIN, - ,,, I -'- -..: ";A! 5 (,ft - .:: 1�� ----- -;/1 - FAs -NoTED IN C�ESiGN DESIGN NOTES: I S0116DOLES � .1 1.4 LOTH LINLIMITCE, POSITIVE AND NEGATIVE DESIGN PRESSURE5 CALCOLATED V it IN Yrr TC. FOR 'ISE WITH THIS SYSTEM SHALL BE DETERMINED PER I I IS OPIERR PANEL '-;PAN)- SePARATE ENGINEERING IN ACCORI:ANCE WITH THE . V, e � CdQI�R,N G INDA�jg I V N- D F IN C -SCRf "PUTEMEKASNAD"CHAPTER I I jur ,11 Top movNT ICON . uMED1 ROANCE Tv TYPE A�, "-C) SE'rIT". I CIA B . .xj DNS r "' " E "."ill _11ILDIW' ,,COI.)l SHALL BE Ll S1 THA . V>� � VE OR rEG � T.,, � "Ll. THE - _DE SIGN - I Q V.,E, US" HETCEI'N F09L ANY 'r - , - I OPIFIONFAL 6--10 11`1111 P . 11111 CAIACIT . . ,,,- BOLTS WITH WASHERED ASSEMER Y AS SHOWN 4 WINGNUIS, FASTENED 0 i Ji 1 � I / GVERLAP' 0 MIDSPAN FVSE BE i E GENERAL NOTES: T1 : g� � �e APPROMATE SPAN TABLE) 3: , I V t 12 . ACC I I X IF , / 1. THIS SPECIFICATION HAs BEEN DESIGNED AND SMALL BE FABRICATED IN 0, . . G�111�.% 0. ED �V- IYFO -�..��111F- .1 THE FLORIDA SULACI)ING CODE . r ST PRO e INSI.1 AND .UTSID. � T.t 4-1 RE. ,�* 0 IT, I PLAN VIEW %V201,202AND 03 rOCOLS. CONTRACTOR SHALL INVESTIGATE �, � , I . . . --.-- 11 rA S.D it 71M 'I'D 11 i � t I � I . � i Z4 11 AND CONFORM TOALL LOCALOVILDLNG CODE AMENDMENTS WHICH MAY � 1 �2 A PLY DISITON CATTEALA OEYONO AS STATED HEREIN MAY REQUIRE (A `,.fi A DITIUNAL61TE-r.PE(.'IFICE�PA).EDENCINEEPLEfJa '. i -, , rK, I 56" 2D 1440 3CI,l/3%YL,NCREAC1;fi IN ALLOWLAULE C-TRE% HAS DBEN USED IN THE I , � - i -- OESIGI OF THIS 6 STEM, � r I. Re THE A RCHITECTIENGINEEN OF RECORD FOR THE PROJECT -. 1, SU ASTRUCrU RE WITH WHICHTHIS OUNIN is USED SHALL Be RESPONSIBLE NTEG - FOR THE I , N13 F ; RITY OF ALL 5UPPLIR71 'TJ RFACES TO THIS DESIGN WHICH In � � - - I - - , I SHALL E COCRUNINATED BY THE PERMITTING CDNTKA(IOR. 0 . 4 4�L I,' �� CADESEIMATFf SF`1ISP11UTC'S-- -.11C1,111FIG SHALL Se N U IFIED Ill F " . 'A TO DEVIATE MON LOAD s' WRID 0 1 BOTTOM MOCINI HEREIN EHG,RE,%OI!RL i 8 / I_- , -, T" ! - . CONTACTTHIS FnREACLnrEoRfJNAlokASPSAPPAiNCS�CCOULATIOIIS 5 A I ,e - I CON N TYPE AS-` *1 k MAYBE I UIRIED . rtLe% RF.Q'D) I S �Q 0 2 ,I ;j : f -- ___v -- 51PORMAT! DITE"DETAILE IEwu!TNi5GENeATCANOucCSN0TPPOVwOf 'I It A SPECIFIC SIM MR SITE CONDITIONS DURFINKIRMT FROM U., 2 2 " I MAYBEATTIlf-I --."'�"Si THE C0NDMZr DETAILED HEREIN �'A LICENSED SKINSIROR KEGISTIERED �RCIHITITCTSKALLPAEPARIT %ITE 5P CIfIC FRICUMEN- FOR JSE IN I, � if; i I I. I Ik BOTTOM 6ONJURMION WITH THIS DOAZUT4114t -- DESIGN PRESSURES N TED 4 RUN ARE BASED ON MAXIMUM TESTED I I - t T'\ TYPICAL VERTICAL MOUNT ELEVATION kESSURE5 DIVIDED BY A 25 SAFETY FACTOR. 31 I - 7� ALL TTASTINFAS TO BE �-V ON CAM SAI! GtkADI 3 ESS NOTED \,V 11 T � ELIEVATION FYTH ERW15' FASTIN111 SNA�L B E CADMIU"M"PLAIED OR CITHANVIS E S aE R i R 9 r. CORROSICHR-ASSISTANT MATERIAL AND SHALL CCRI V41TH 'SPECIFICATION � ll I , PDA ALUM INU 14 SMUCTUrrell Be CON 30YTHEALUNINUMAISOCIArION, < t; j � INC, & ANY APPLICABLE FEDERAL. STATE ' ANDICIA LOCAL CODES, I TOP MOUNT ALC SMmM PAWEIM .KALL a MiLlcAltilt, L-0024" $� t - . TO 14 TYPE Lo- as SORM PANELS SHALL "o"' _,MIT) ASTIM AA31 STRULTUNYX I QLAUII W . OA ni M U M F�, -8 I w -\ --- �.TIKTION, 11i ALI ALUMINUM 1AFRUSIOTNTS SHALL BE 6063- T6 ALUMINU'MWAUOI X: .. 1 NfQD) (SPAN ABOVE -L-7 GG. G.LVA"IUD C WITH A N Uj i I - - - , � UNLESS NUIED OTHCRIVISE. . ol, 1 sonowl orrn� smo,YN MLIN BE INTIRC HANGED AS "FeLD CONDITIONS Or TATF PANELS MAY BE NOUN ISO VERFICALLV rA '- Trom HORIZONTALLY ASAPPLICABLE. :A : UNT l2 COVCAETE ANLJHuRs NOTED liERIET11 5 ALL Of EMBEDDED TO � ti -- NON_CFLACK 0 CONCRETE ONLY. INSITALL ALL CONCRETE ANCHORS PER . . � , ( NN r ' - E AACSOREQ7D)j Ia. UFAr . I I < . - .. I �� T � _ MAN .TUNERS ReCCIMMENDATIONS, i, ME BER' FROM DISSIMILAR MATERIALS, TO PRFVFNT&,WTkDLYSIS , I � 4 b . _ THE CONTRACTOR IS RESVONSHILIE TO INZOLATTE OAS PROT"ECT ALL I I 11i I I if , IGN AS � � � j . -- -OB17RUCTION 14. U(TURAL DES l S * [ $SO ENGIHVR SEAL AFFIXED HERE TO VALIDATES 6 - ) - - (LOCATION MAf VARY, wN OHL LSE or THE,, SPFcrFFrATToN By CONTRACTOR, Wt. .1 I tI ill 2 1 11 i IfNiDEMNIIIIES & SAVEs, HARMLESS 711 S ENGTNUM FOR ALL COST ri DA14ASM : i , CV - , - - �- E IDITIG LEGAL FEE & "PELLATE FEES PE.ULt ING FROM MATERIAL - �� I" - FAB A 04, SYSTIEM"ERECTION, 6 CONSTRUCTION PUMICES BEYOND TMAI I � lr�. WHICH Is CALLED FOR By LORCAt. STAW, & F-RAI COOM 5 FROM 1.4111 - IFIT-YOTr- - C'ne, 09 THDS PLAN. . AS RE D, I . I 3 EXCEPT AS EXPAMISLY PROVIDED HEREIN, FIC ADVITIONAL , OATIFTrA IONS OR AFFIRMATICIM 4FLE INTE OM , I I - TIONS ADDIFICHIS OR OTHER MARIQN� TO TMIS �U- . t - I I I I I I 0 rALTI� .� - - . - ART. IOT PrPIRITTED AND LFWAILOATE "IS MRMFICAnoti I I I . Lmax 17 PANE 0 A MINIMUM OF (I? LABEL GOT I-IM MOUN I (CONN ��7 PER C YLS11HALLEEPERMANENTLYLABELE ;WITH I ' -, (SPAN BELOW VFP` A a FEET CONTAININGIM FOLLOVO MFORMATICIF ! I I nPIE A& REQ'D) I ALLIIIII-IIA11511 IRIAIDGI-IJIS . OBSTUMON) . EST PALM BEACH, FL i ik IN � MILE- MAY 3 Yj--�O ST[TCH PAS2r13.TAS2OZftTA 203 - Is NCTCHED AS REWI'EDr � OPilDNAL WRICIAL PRODUCT APPROVAL NUMBER - am WK. ,RCH,I DED I HAI CONNECTIONS AND BOLTS WITH WASHERED -��., . - - --" I - - ANCHORS AJUE USED IV s isFy VOINGNUTS FASTENED 0 - 20-31543 R�T SPANS ABOVE A, Erl OW ,TF OVFBLAn � G a Ml DSPAN (USE - DPRIATE SPAN TABLE) VISIT !!� �ALCI 317� - -- NG;W? man - __ " a] _, , .. _ _ . � �', � --- rl�[',� "T I VERTICAL MOU NT ELEVATION , --f"IR T I_ I , .. �[ , T , 3 " ", .� " .. , I .."� '. " . `1 , � , I . 1`5 - �- I 1- _ ; /-2-**N (NOTCHED PANELS) visit w� fj I v \..J.'/ WIS. ELEVATION - ��-- RAW I _ I `fl .`0 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: '4 � . �AU�FPANIL� I-Yli... 1111I. -..I, 11 I -All I �iIl 1. 1,1- 111VIII, WINI� 11,111 I 11 I IAINTII� 11111 I'l,, NIA-UM I (I. -11 AH1,WA01LI � PMAI I A I kl--N� I f5', N�I-IIAI"-.(Alil F7111VAI - I 1PAN,f ,�.-; I r-FAN S! 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OYHERWi5f U�F NEXT HIGHER LOATI I ENT" SPAN SCHEDULE WITIM POSITIVE DESIGN LQAO -TO DFTEPHIME MINIMU- At OWABLE SEPARATION FROM itif O�ENING Tr BE nOTE,TFt1 � �CHEL)FtLf IS RELWIRIED FOR USE WITH POSITIVE WADS ONLY INTELIPC�L.-TON EE�.E!!N TOADS IS ACCEPTAelF OTHERWISE iM NFX� H113HEP LOAD I FOR INSIALLATIONS OUTSIDE OF rOb HVHZ AMC) OLITSIDF Of IS'FNTT&i FACALITTIFS IN ASTM WIND ZONES I Tittl0k)(TH t File GLASS SEPARATION SCHEDULE L, NOT REQUIRED AND NO MINIMUM SEPARATION FROM THt PTICITEC-TISC, OPETIINI 15 REQUIRED - CC) MI (��5 NIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT i I 11 I 8 I 1. - 11 I 1 - f I J ! a 1- IF ;; ?�, ; . x ii J, � . . " f I . � ,Q A I .4 i 4 . � I IS f i a � . � 'L e - i a, - I � -0i--K- -T.. ?Y' -�T 74� -74F ' 2" a al� 2 J' 26 ;i;, , .--&X.- 0 0, a --- -- 25- -25�-- 2'r �! ,. I 7Y -28F � , ,5 , 0, PAN&; , , H*"` , " Fy T - 23" -T�r 2� as 2:- 7c 9 2� 1 2T '�Ifil - ." 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"' , -, IMP -1-11--,','�',�"; 4'r6 - 4�.- 1 1 m2i � A ill,", - E ` � ' , """' . " , . . . M -i 1.1-11,` MIN I ! 't.�,Iil.-:�:IiL I L . ,C, Z "", t! I.: 2s" M � IMF 11-111, I 11 I -1-l" I "I'll -1,500 ; . I'-- 11 I. - . .1 - -1. , I I I I I I .. "I I -// 1.5DO, . -'��%P ,:�"�, ' � I :M. MAX, MTN . I , I � -1 P�-,.-t , , - I.- - ,OW L- ,� _r .., . I . I .. I � � 11 It-.' -.1 ,,_- 1---l.". 4`il 11 �, I.., - -T- I I �,111 , ' ' � . - � ,I - -1, EMBED "I` -1 - 7 -10% I I �.. I. . i 1i : LMtKCUNI 119WILF DIIAA - .,- ;-1P "V""', I -1 I 0 " T , 111i we I I Jil ANCHOR SPACING SCHEDULE: 24 CAUGE PANDIZ PANEL FASTENERS 41 12 S' 0 C � . .. M M� . MEMOMMEM111IM111 Imm fli MINE 19 �=1111IRMMMI11MEMEM11111=1111111 Rufflffiffilm 11=11=i1�12==0 NMI ITUFMIE111119MMOMIX11111 EM MlAwr-witram. MWEMM - 31111IM19MMOMM3 mrmum I 0 MMMEMOM WEIIIIII N � Elm ... .. MEME - - r"K.r.mirr-M III=! 111111�1111111111 M mim[ME munm M-Mlm� mm ... 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L�. a.. la �L -.11 "a , a- j2T . I n Q� I - 12 5 Il 5, L2 Ij O 16.0' , , ,E0, �� L4 leE 4i' 7.5 , Or 12.57 la, , ,� la V Z 160 1 S ,,4s I 10 W 14.7 * 6.0" 14 " E 0- 14 7* bUw , 12 5' 12 5- 1? Sw - 7�.6 I IS.W' 11 " . W 16,11. I4 " P 9;- a 8 . I, � I .a' CHTEC 33 11�D �1 NEU 41 4e D=110131%lumm- ,; 1 12 _12_IL _L__ 16�0 161, R:L 16 " IaC 7.1), 12 5, J6.0 � 1 i ; 2 , 10 -111� 12. V 36,�' 14, I' .12-1- 8.11 12 5" lGo" 9 74' 5 6* 12 S" 16.D. ..7. S."� I 2.5, ,I,! ", S., 16.0, U0, itin ,,,, 14 0� 0.6- 7.0 5.- S�6� 12.5, lay, la.v' 16.0, 16 "', 16 0- 9.6 $16 :,:�� I.. 9.6- sAl IZ,V . . I 12 5- Ili." A.6, S6 L.c. Ira- 15'. 16.0-- ,il.�- ". A, ljl� , I-ile 1111111 33 TAI C .0 - - 41 4 * ........... sq, -U-T, 'a SL' �i C`: 1 01 I GLI 1�3L la.51, 12 S' 16.0" 16.C' Li's SM 9 2 gx= -i-S.- 1 32 5 76.0 1 I t!" .,�:, 6T ; , 9.i , 5, -� . -,- -- � ,I, 1, A, 12,51, 1.6.011 9 12 V! ".,. ,A 16.0. 4.1. A"..., . , I 1245 Ca T1 --- yi'O' 16-01, 9 1" 11 1! la - I 6.D' 9. I . IP � 9, .... .11. is � a 9, .1. I. 11�. � I- 41 W I, 4-NINC IF -* *0 5Z , �� 12,T. 1 -5,V, Fi 12 51, IR a ?all . S' la�l .4 � , 11 2K* , El 12 1 4 - .2, I I ..0- 61Z, . ,a F� 5 14 V r-, S as" 1I I' 1 7 l 0- e. 15' I-' 4.7- � .' rk .1" . I" 4 I" 6 av, ll Ill - 11 - "I ANCHOR NOTES: I ,,NCHCR &CHEMLE APPLIES TOALL PRODUC7TS rERTI1tLD HEREIN, BUT ONLY PROVInt's MAX IMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLIE SPAN5 AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY Z ENTER ANDIOR SCHEDULE BASED ON PANEL FASTENER SPAC ING, THE F. K15TINC STRUCTURE MATERIAL,& ANCHOR TYPE SELECT OBIGN LOAD rREATER TT-iAN M EQUALTO NMATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUT -TER SPAN $11KI CONNECTION TYPE BASED ON APPROPULLATE MOUNTINI� tY)NEIIt(jN (9EF MOUNTING DIFTIAILSON S I 'PAWL rksTENERSl ARE STUDS USED IN CONItJNr7ICwN WITH ALI. MOUNTING EMUSIONS I r-TAACX. STUDDED AW�I,E ETC) USE 6 25'0 C PANEL FASTENER IPACNG TABLE VALUES FOR ALLI-l'- AND 'U'-FIFAMRS (INCLUDING BUILDOIJI CONDITIONS) 4 ANCHORS SHALL Its INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS 5 HOLLOW LOCH HOST STRU,71VRE SHALL CONFORM 10 ASTM C90 BLOCk , 6 M E`Lr "MUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHFDIJILE� I MINIMUM EMBEDMENT AND IFIDGE DISTANCE EXCLUDES STUCCO. FORM, BRI01, AND OTHER WALL FIT MIS HE 5 VVAIL FIN I Sh CS SHALL BE LIMIT ED TO 1/4' MAY OP SHALL OF VERIFIED By OTHERS 70 ADEQUATELY TPANSPEIR LOADs To HOST STRUCTURE it, CONCRETE ANO fORS NO ED HEREIN SHALL BE EMBEDDED TO UN-CTLACKED OLINCRETF ONLY 9 WHERE EYIS TING STRUCTURE LS WOOD FRAMING, EVISTING CONDITIONS MAY VARY FIELD VERIFY THAT FAST ENERS ARE INIOADEQUATE WOOD FRAMING MINIFERS, NOT PLYWOOD FASTENING TOPLYWOC)DI� ACrf9RTABLE ONLY FOR SIDE CLOsUREPtECES. 10 WHERE ANCHORS PAST eN TO NARROW FACE Of 57 UD FRAMING, FASTEMER SMALL BE LCYLAITED IN CENTEROF NOMINAL 2" A 4' IMIN )1VOOD STUD I/," CDCE DISTANCE ISACCEPTABLE FOR WOO(, FRAMING). WOOD STUD "Ll. BE '$CLIT HERN PINE'G-0 S5 OR GREA7EP! DENSITY LAG$CEW SHALL IvAVF PHILLIPS PAN HFAD OR HEX HEAD, It REMOVABLE ANCHORS ARE DEWALT PANE LMATE, ALI -PCffNF5 SCUD -SET &BRASS BUSHING tj MACHINE 9-REWS SHALL HAVE 1171" MINIMUM ENGAGtMENr OF THREADS INTO THE BASE ANCTFICIP ANO MAY HAVE EITHEP A PAN HEAD, TRW;S HEAD, OR WAFER HEAD (SIDEWALk BOLT) U N 0 1�'j 11 MINIMIUMFIABEDMENTANDEECEDI" NCEERCLIJDF,S';Tl)(COOROTHEPWAU.FINI�,HES 11 e" DESIGNATES ANCHOR ODNDIfIONS WHICH ARE NOT ACCEPTABLE USES IS T DIREC , MOUNTING CONDITICINS. I 6 tj NEAR INTERPOLATION is 'WIT TIER14M EU F(V USE WITH THE ANLHOR 3---HfC1LIIE% USTED ON THIS SHEET V:INY I -A, "Mi", " --_ �1- � , -e-- - 11�- - - I ; � '.. . lo N ,, . w P I � �,: e I M ko � if I 'ai KI I A �� ' all �rt I I ", . 11 I Is N t III in � U- . . Kj�j � a! gj�,- Nil = !,::T' I W90 N 9 t f . 22 LLJ I 2: 3! gif Fc�? �0.) Cn L. CD (D (D C- -4--j 4--j Cn :n M > 0 L- CDL < QD -+--& 0 C- =3 -0 CIO - OL - 0 (D " M L. M =3 1MIM1 � < �-r ;Z < I -j CL SHEET NO. S H 1 .5.