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Home My WebLink About36518 Well Hill Way0 3 N CD I CN rn x v Cr LO 0 w i 0 m N i N i M N N I M r E— v v to 0 0 0 J M cal i M i N vi 0 / v v tn� 0 0 ¢ N 0 i v a E N N E 0 v c m i v 0 J 0 r� cV O N 00 cV N v 0 0 ICL 0 cV co N \ rn iv v 0 d 0 z z LU w m v cn ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RIM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, 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) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ 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 K/WALL 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 ILL 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 WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror 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 W/ 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 W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or 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 02-13-23 07-05-23 7.0 REV. ELEVATIONS PER C.M. 8.0 STD—LT-2023—MOD ELEV. PER C.M. 8.1 REV. LT BAND TO 12" PER C.M. UNIT -A 1532 loom son 117 MMIMI[ OMNI U N I I -u 1 nL4 Eli ON !0 . !m nomon mom U IN I I -U 1 qL4 6 - UNIT TOWNHOMES U IV 1 1 -lam I UZI+ 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 3.1 FLOOR PLAN - SALES OFFICE (OPTIONAL) 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STD 8.1 ROOF PLAN - STD 9.1 FLOOR FRAMING PLAN - STD 10.1 ROOF FRAMING PLAN - STD 11.1-2 ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA1.0-2 PRODUCT APPROVAL SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL (ACCCCA) - -- - -- -- - - MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to = r�� protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and 6 _ debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect UN IT TH 1532 1624) 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. c� N ro -o W c� a e� ® C A Gd N --ztmre �u-cl hRo� l C7 v cr_ 3 co L. ea m m rs = cp v►�.`°LLI 7 s Cn N o CMn O LIU cn N O N N � R O G ;t(1 y J n r i� ) r r F t}Y� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .... ..,..,. ;,, W E 2 N r- r- LL W Lu Q MV2S ao C m�� 55 Z s Z 13'* J Z o 0 v o o 'Co m 0 m Q i W co in °' ¢ Co K W z w 04 Q U vl H Z o c� ❑❑❑ W N (h 0 00 < ¢ a � M a Q) �N _� o It ([5 w m U O N o �t/f 7D U) us '^ E d Q in N 0 I� r_ o � J rr w M C7 J � 0 p z Z Q g CdE' =o oar Y 0 E V — z za o a co CL o 00 o E4 0< ao ¢0 aZ ¢ c Qo m� g 0 m -j aw ¢� �z Z a 0 C/� 0 o �w �r oz 3 C`3 a O - o T E > 00 rn I- m N r � O M CO o0 00 r r 1 r L) O 50 U) m 00 = ate-+ N F.- O Ln p o 0 N U—) Ct� 00 T ai '^ ! N o Z ICUL Z E o y 2 a E ` ¢ o JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. o, -d- i N M 0 Cr C 0 -0 4 0 LO 0 O rn L0 LO 1 LO N i r� N CV I N hr] Ln 0 (r1 O 0 i J I LC7 N I M M N iCD i Q N 0 M cV 0 a d E E 0 0 0 0 v J r7 CV 0 00 0 N M m a; 0 0 �U N 0 0 00 0 i� 0 Z z w S ¢ m 0 a 0 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 1N 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 w Lll cn z QJ a " CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" #5 CONT REINF. m , Ft , . ee �` SEE FND. FOR IN QUANTITY w #5X25"X25" CORNER BAR ONE 7 t "Y. ° FOR EA. HORIZ. J a REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1 AxW 1.4 F� N F� I W.W.F. G° d ° !J d ° d a ° d 0 r (4) #5 REBARS CONT. 4" Z-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=V-0., 5x5x3/8" A36 STEEL BASE PLATE 1 I I 'jam I 0 1, 5" L SECTION A —A 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 KFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" 0 �0 U- T-0" x T-0" x 1'-0" w/ (4) #5 E.W. 18'-4" 18'-0" x'-U" _V-4" . 13'-4„ 3'-8" 3'-8" lo 13'-4" �'-0„ , 0"� 1 T-4" y 3,-8„ VERIFY LOCATION OF A/C tACAD (2) #5's PAD L S3 2' 0" x 2' 0" x 1'-0" H0; wl (3) #5 E.W. RIR I A -4" ELEV. FIN. o CONC. SLAB S3 J 1' 6'-8" I ■ PROVIDE 1/RECESS F SLIDING GLASS DOOR. MASON'S SCOPE FOR no M I S3 IIIJ VERIFY AC PAD LOCATION OF A/C t PAD L DSE 2'•0" x 2-0" x 1'-0" S3 w/(3) #5 E.W. 4 BIB CONDENSATE —1 F CONDENSATE LINE 1 I I ( LINEw OL 4' ELEV. FIN. 1 2 0- I CONC. SLAB 2 1 I T-10" 3'-10" 2'-8" Z-8" 3'-10" 10 3'-101 6-8" -4" _ I , 1 1 A -4" r I I I I I L PROVIDE LINE FOR PROVIDE LINE FOR D1 I i I D1 ICE MAKER I I ICE MAKER y 32" MIN, 3000 PSI CONC. SLAB FOR r HERNANDO COUNTY ONLY. 3%" MIN. I r 2500 PSI CONC. SLAB OVER 6 MIL I VISQUEEN VAPOR BARRIER I [I 1Y"RECESSFOR 1AS DOOR. REFER T TI r SCOPE FOR WIDTH M I I S3 I i rt I SYMMETRICAL ' x T-0" x V-0" VERIFY wl (4) #5 E.W. LOCATION OFP CD AC PAD L HOSE S3 2'-0" x 2'-0" x 1'.0" BIB w/ (3) #5 E.W. v I CONDENSATE i 4- ELEV. FIN. LINE w 1I IF CONC. SLAB o 2 J 6'-8" 3'-10" 3'-10" 2'-8" A -4 N DE 1 f2" RECESS OR I —I A G GLASS DOOR. EFER 0 I N'S SCOPE FOR IDTH I PROVIDE LINE FOR — F, ES3 ICE MAKER cO I 1� I) ��11 i I - I i I - I I o? DBL. SINK w/ 00 I I DBL. SINK wI I ( , DBL.SINKw/ C.J. — — — DISPOSAL DISPOSAL _ — C.J. C.J. , — — — DISPOSAL CO 55 — — — — —) — III II II > > III D1 IIII � II III ul LL � II JL'IIII 1 i i I I , I IIII JL JII I I TYP.@ ' L---��L -�2 I I I JJL---� L---JL====� 2-STORY U.N.O. I —� _ — _�— I — — = I I E_ o I 12'-52' 5'-104„ 5'_9$° 12'-2$„ I I 12,-2$„ 5,_9$„ I I PWO I PWO I I PWO I M 11 I I 14'-61 3'-10" I 1 13'-10" 14'-2„ I I I 14'- I' 3'-10" I _ I I I o0 rl --1 r MI� I I I I I I I r 0'-0" ELEV. 0'-0" ELEV. I I 0'-0" ELEV. T ® I FIN CONC. SLAB I I FIN CONC. SLAB I ( FIN CONC. SLAB - _ C.J. C.J. - - -� -- +- -I _� C•J, - —1—� M I GG I I I I I I GG I I GG S3 S3 ID I I @ FOUNDATION I I I I I I I @ FOUNDATION I I I ( I @ FOUNDATION I I I I I I I I I I 010, 1'-4" I I 2' 0" 2' 0"10I I 16'-0 6-0" 1 2 0" [0 I_ ® I IL iI IL IL iOP I I _ I I I I I I I .( 1► I I I 10 N I I J- ELEV. APPROX. � ( ( I I 1-1/2" BELOW F.F. (ELEV. CAN BE NO / �� I I I /� ` (MORE THAN 1-1/2" I I I I I� I i ) I I I_ — J i\1 I L ■ IBELOW TOP OF — — — L�I— — — — — I I F EGRESS DOOR (THRESHOLD. FIELD I �j �I I -\�� I I I I \1 I (VERIFY K �, I\ CD .HI / \ IH.W /I N K _ I I I fD _ K iv I� W.H� 7 PROVIDE 1/2" RECESS FOR iD S3 L � _ z� �, S3 PROVIDE 1l2"RECESS FOR PROVIDE 1/2" RECESS F R (.O S3 I_� LFRONT DOOR. REFER TO d ( I FRONT DOOR. REFER TO FRONT DOOR. REFER T v i MASON'S SCOPE FOR WIDTH 2-104' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH FM24 2 102 ■ ® FM 1 FM24 [[a [E] ® MLf ® ® [E]� I �, 4" i I I I I I •4„ � I 11 -4" � I I I -0 4'-0" -0" 0" 10'-6" 10'-6" 0" -0" 4'-0" 1-8' 1'-8" 4 O" O„ 0" 10'-6" 40 I 1 I o I -4" ELEV. FIN. i� CONC. SLAB in -4ELEV. FIN. Ilk 4' ELEV. FIN. o co FD i coNC. SLAB I ( PW01 CONC. SLAB I ® I ® I I PW01 xx i c.�. " _ ° _ I _ _ C.J� _ 2 I I � o — — I c � _ �CR - o - w III k ,,rtn C.J. C.J. in5'-8" I - a { N � 3' 0" x 3' 0" x 1'-0" 3' 0" x 3' 0" x 1' 0" N I I I I°p wl (4) #5 E.W. N L o w/ (4) #5 E.W. I o I I I ® h ELEV. APPROX. 'v ELEV. APPROX. ® 1 I I 9 S3 S3 i1' I � I -1-1/2 BELOW F.F. I- 1-1/2 BELOW F.F. I 10 55 I i I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I I I D1 I D1 r55MORE THAN 1-11Z MORE THAN 1-1/2" D1 _ BELOW TOP OF r ■ I I II i I ( in BELOW TOP OF EGRESS DOOR 00 EGRESS DOOR 2'-6"x 2'-6"x V-0" THRESHOLD. THRESHOLD. I 2'-6" x2•6^ x ro^ o wl (3) #5 EW. w/ (3) #5 EW. 1 o I FIELD VERIFY I I FIELD VERIFY I I M o ( S3 I i S3 + I "SEES 3 FOR — 'n RECESS OPT." T — i — — S3 HOSE L — — — - _ — N oo 'v BIB iv N S3 S3 (2) #5 VERTICALS (2j #5 VERTICALS HOSE HOSE (2j #5 VERTICALS WIN FILLED CELL WIN FILLED CELL BIB BIB WIN FILLED CELL 1'-8" 8'-0" V-8" V-8" 8'-0" 1'-8" 1114" 1 V-4" 6-8" 6'-8" 1'-8" 8'-0" 1'-8" 7'-0" 22'-8" 134" 11'-4" 54'-4" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENTW/25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN — LEFT SIDE SCALE: Y4"=V-0" M /® O1 r:u r F-® c M v eMv a m x CA V-4 a �N c> 3 Mo .= E ca C � v 5 M N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a �r O M C W o N m v # U Es CO VJ LL Al N O awW EL to, C J V J U_ �- 5?�5 13 d Y Z O _arn N �v - O 0 "r. p�p NCO m Q F� Z O O N Cl)04 Q O W U U H z OU ❑❑❑ W N f7 0 00 < < o UM 1n 2!! a 4 �0 LijJM N �NU) A m O ymain N m 0 � M � z o wO z z Q E a p LJ CO E00 wo � o of 4� >o QM za o a W K a Cx E o n7 . a� 1z Wz 3 ro ¢ o Y m 0 0 z L U F� �z Z go cn a �W o m Q0 Q a4 ;o za o3; o r E2 a) 0> 2 CN '— C7 CID 00 0 0 LO T T CT U L� O oro (n co 0T0 CN F— O L0 M L0 .0 0 04 O CD � Q N O L.f') Cfl N r v; 0) a z E 0 a cc CcE a 0 J Q 0 J JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 2.1 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 v W Z W fs CONTROL JOINT DETAIL SCALE: 11 /2"=1'-0" #5 CONT REINF. J SEE FND. FOR QUANTITY .' ,- 5 ; #5 X 25" X 25" ir!�`1 '' o •v' CORNER BAR ONE .e FOR EA. HORIZ. u=ri a , REBAR, TYP. U.N.O. _ TYP. CORNER BAR PLAN DETAIL SCALE:1 112"=1'-T CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. C A A as as A n d ... v 0 v ` d ° A -' 4 r 40 • .. (4) #5 a a REBARS CONT. 4" 2'-0" 4" 01 CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 , I c LO 01 I 5" SECTION A -A v 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 FM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" INDICATES FILLED CELL W/3000 PSI CONIC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL SYMMETRICAL VERIFY 34" x T-0" x 1'.0" AC PAD LOCATION OF A/C wl (4) #5 E.W. PAD HOSE L BIB 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. CONDENSATE Icy 1 ( I LINE 4" ELEV. FIN. 1 0 f CONIC. SLAB 2 .2-8 3'-10" 3'-10" 3'-10" 6-8" 54'-4" 18'-0" -0" 13'-4" T-8" VERIFY LOCATION OF A/C AC PAD PAD L S3 2'-0" x 2'-0" x 1'-01,-4:1 H0; wl (3) #5 E.W. BIB 3'-8" 18'-4" 13'-4" VERIFY AC PAD LOCATION OF A/C PAD (2) #5's )SE 2'4" x 2'-0" x II A' a w/ (3) #5 E.W. c� CONDENSATE CONDENSATE I LINE -4" ELEV. FIN.LINE I CONC. SLAB D o � ( ( 2 R'-R" R,-1 n,, _ A'-1 nll _ 9'_R" 9'-R" L 73 °U OIL -4" ELEV. FIN. CONIC. SLAB o J nl n11 � 10 11 1 1 FF _��M 03 L Ir FF I _ — 1— —1 — — — PR VIDE 1 —4— I " RECESS FOR — — — — P I OVIDE 1 Y" RECESS FOR I — — — — I— —I — — 1 r — --F �- — — — P� I I SLI ING G ASS DOOR. REFE TO � r DIN_GLA�Sb� REF TD i I SLID 1 1 MA ON'S OPE FOR WIDTH M SOWS SCOPE FOR WIDT I I I I MA I _ L 55 PROVIDE LINE FOR D1 ICE MAKER M I I I 1 M J PROVIDE LINE FOR D ( I - I � D PROVIDE LINE FOR I I I I ICE MAKER I I ICE MAKER I I Fr \ S3 I I S3 I II� \ L II J- I 3 2" MIN. 3000 PSI CONC. SLAB FOR I � II I 1� H COUNTY ONLY. I�`I`� 2500 PSIOCONC. S B OVER 6 MIL. \ I) �� lu!J`� J 1 I VISQUEEN VAPOR BARRIER I I I I I I 1 2' RECESS FOR TaL SS DOOR. REFEI S OPE FOR WIDTH 00 I DM651NK�i4rwl I I .J-. —_ — �IDBL. �SINK wf DBL. SINK KwI� DISRAISRDSAL DISPOSAL DISPOSA - Cj o 11 0 0 11 o IIII JLJIII _ L -ill' L L- - J' LJ_ JL_� I - e II '2'5-98" 111 125g2540 PW01 I I I I PW01 I I PW01 I I D1 _ 1 1 D1 Di LO I IQ0 zo I zo 1 I 1 I I I I<o I 3'-10" L# 14'-2" i I 14' 3'-10" I 13 -10" 10 0 4'-6" I I I I M S3 I V-4" ' ' I I I I I I I 0'-0" ELEV. I IOL 0'-0" ELEV. LOOIL I I I I I I 0'-0" ELEV. FIN CONIC. SLAB I I FIN CONIC. SLAB I I FIN CONIC. SLAB I- --� �-- - � . - - I- - —�- - - c.J_ I _ I I _ �_ _ I I _ _ C.J. - - -� -- GG I I GG - I I I I I I GG I I S3 I I S3 S3 I I I I @FOUNDATION I I I I I @FOUNDATION I I 1 ( I I ( @ FOUNDATION ! I 2' 0" 16'-0 6-0"I I 2' 0" 2' 0" ( 1 16' r I I I I I 10I ir_ I I � I I i IL jl L� \�i .4LIL K .�/ �l IIII iv III - SK(�W.H H IH.W)I S_� P OVID 112"RECESS FOR I WROVIDE 112"RECESS FOR OT OR. REFER TO tONT DOOR. REFER TO 4104" ON'S SCOPE FORWIDTH MASONS SCOPE FOR WIDTH Z-1004" 10 FM24 ® 4' 4" IFM24 FM241 3 v—— 1I I I 10'-6" I pl: 4: 8,:L. �,: 4: p:: p:, p : I 10'-6" 1 0 -4" ELEV. FIN. °p o I 0 co I I CONIC. SLAB I 1 1 14" ELEV. FIN. I Zo I CONIC. SLAB 1 1 PW01 ® I ® PWO U 2 C) cla I -C.j.- - I 1 0 0 j C.J. C.J. LO I I I o I 11 _ I o 1 o ELEV. APPROX. ELEV. APPR03� I o 10 I t I I ® 1-1/2" BELOW F.F. 11-1/2" BELOW F.� I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 1 ICI J * L — S3— D1 MORE THAN 1-1/2" MORE THAN 1 1/2" BELOW TOP OF I I BELOW TOP OF 2'-6" x 2'-6" x V-0" 1 10 EGRESS DO 1Lo EGRESS DOOR � w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. FIELD VERIFY 1 I FIELD VERIFY \ I (2) #5 VERTICALS WIN FILLED CELL :_8" 8:_0l: 4. 411 A:: OP (V S3 )SE I S3 HOSE BIB BIB 6-8" 6-8" In 13'-4" D1 1 2' 6" x 2' 6" x 1'.0" wl (3) #5 E.W. I I 1 0 1 M J 60 54'-4" (2) #5 VERTICALS WIN FILLED CELL 8'-0" 1 V-4" I4" ELEV. FIN.,-L 1 CONIC. SLAB C.J. ELEV. APPROX] 1-1/2" BELOW F.F.) ELEV. CAN BE NO MORE THAN 1-1/2"1 —I BELOW TOP OFI ■ EGRESS DOOR THRESHOLD, FIELDI VERIFYI. 47, PROVIDE 1/2" RECESS FOR FRONT DOOR. REFER TO MASS SCOPE FOR WIDTH -1ON ® ® ® ■ .4" 0" 4'-0" ire I I w rl N o T T-0" x T-0" x 1'-0" 1 wl (4) #5 E.W. I 55 D1 I I ■ A J S3 S3 "SEES 3 FOR o RECESS OPT" 'n J (2) #5 VERTICALS WIN FILLED CELL 8'-0" 11'-4" OEM d R zo HOSE -BIB T-0" x T-0" x 1'.0" wl (4) #5 E.W. A 73 55 \ D1 TYP. @ 2-STORY U.N.O. IN 0 co 0 N CV LO fV 10 3'-0" x T-0" x 1'.0" w/ (4) #5 E.W. FOUNDATION PLAN - RIGHT SIDE SCALE: X"=V-0" N c d� 9 W Geri V ►+- a .y H A ® �. y d ® % v s «4 a •°� v = m c o CL ,n c E o p, r••i 0 M 0 N w fV n- -�• ter. 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 WAll,/ ® O U u0 N N n f' N m o c k oN d a5 v @u_LL ��z Z 3 0. m O ON � m W02 <�Lrn Qco u cN—N V)lVou- D 6" LU o I Z LL aE z ZwzowK p E U 00 oVmmooU_o_U/W aS1E ztoW rC3aN=Nm2-QOUNo zO ¢m0 o 3 Q=�iaZM 2. Z agQ o W¢O Z O FF�3o M 0,=1 •°1n00 >c i 1 CO 00 00�1— T/ U 117O m50 U) 00 p LO M LO CDQo04 LO 00 (D 04 u^) api aM Z r/ O ma)E � JOB NO: 23-12154-12159 SCALE: AS NOTED SHEET NO. 2.2®azW�W- r 1iIIBT" T�� il�T� v� 3 v C- cNa I rN O ar fn 0 0 I DO J rn N i i CC.14 i N M L Cr C cn 0 Q R 0 m rn N N I M i r� N o� i F- 0 Q- rn 0 0 c Y N O 0 a F2 L a c J 0 0 U J a� G= N O oo 0 N 0 00 Li 0 a z W M m v cn 0 F_ OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 1U-8 3/4" TOTAL RUN = 14'-2" 3/4" PLYWOOD DECKING F. FL. I9 F. FL. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 13 12 IE 5 2x STRINGE 4 0 r; 0 60 0 M WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X38 182X37a S.H. 14 20 X 50 18 J X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18'X711 S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38g 26x37gq S.H. 1 H4 27 a X 50 26 x 50 S.H. 1115 27JX63 26X621/2 S.H. 1116 277'X72 26X711/2 S.H. 22 371X26 364X251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S. H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 X 25 4 S.H. 33 54 X 38 J 52 X 37 4S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52' X 62 S.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. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. sir d W U Z -CONT. HAND RAIL w J U Q M z 3 2 1 F. FL. TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (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 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. DRYWALL 1 112" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANnRAII nFTAII SCALE: 3" =V-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 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. c c 0 1ST FLOOR PLAN UNIT -A 1532 SCALE: )/4'=1'4' 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) ro-�r 3'-4" 10 12'-0" 0. S-0" oll 1'-4" 1'-8" 3'-10" 5'-0" 3'-101, 2'-8" © O MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS EGRESS - o - 0? OWNER'S 55 =- BEDROOM D1 8'-0" FLAT CLG. CARPET CV o I 00 o N C? -01 17-8" CO - 64" 10 4'4" 7-0" 10 ® M.C. - - - - - R&S 0 O O. BAT I 22"x36" ------ - 8'-0" FLA CARP CLG. ATTIC IT ACCESS I C I N ^ \\ 8/J � CN `' - iv N I m FLAT CLG N 1 / ICARPET 111 PW01 D 1 - LID L -V- � I -- _ _ ®� O I N CO 2868 5 t 6 ao - E TO ' I d 7 00 -- 7'A. .- 00 8 (o - cv AHU 9 60"x r 00 WEIR P I ~ 10 -_ R/A I I 11 in I 5' 114' 4'4" T-4" T-8" 19 co -- -- ; 13 LOFT LO 19 8'-0" FLAT CLG. I I 14 o f. LO -- N CARPET �i 15 I 16 I 00 c° t 17 10 UP 18 T A.F.F. L 0 112 WALL CAPPED _ 5'-4 CV 1'-10" 9'-6" CV M ; O V, r T � °° CV 1'-0" -- io - BATH6� O 2668 8'-0" FLAT CLG I ■ CARPET _ M.C. 4 - r a - I WIC ( 8'-0" FLAT CLG. CV CARPET 2668 -- I N O zo -- I co ----- ---- M BEDROOM 2 -- R&S 8'-0" FLAT CLG. CARPET fnT� G.T. G.T. 00 F.C. FOR ELEV. 2023 & o `O MODERN ELEV ONLY. DOES NOT APPLY TO MOD 25 SH STD/LT ELEVATIONS. ( 39" x 59" ) EGRESS 3'-8" T-10" 3'-10" 4'-0" 7'-4" -711 ( - o _ 7'-0" 1 V-4" 18'-4' X. 2ND FLOOR PLAN - UNIT -A 1532 SCALE: 4"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES FsOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND Ilya ..- ::::::::::■::.r «.r.r.r....uu� �....orm • MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 677 S.F. 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) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. CO tV - > W Q m � X ea o >~ W H N a, C J to:.X5Q := as c r� = E R o � U N 0 CV N i= To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flo da 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. �ws'' W 11 14, Q {� M 5 N N C'V <p i t V � 6 # LL LL 7 V7 M Mo mLL o Y Z J 2 O et{ Z Z y - .o rn � O @ C he 0 w O � tY � O ; lu nl 3 W W W Z 7 U N m Q in 1' °' -0z co d Of O Z +3 Ln M U F=.. k�Z o 0 ❑00 �` W V M � N M 0 z a N to r> z 0 _ 0 LL /a--r t� , C V-' m -0O tJ) YZN S c .) U 6 NOW r, J E r V Q N 0 0 N o JZ w � M M O o i z z Q `� U_ LL E � ® U� zo � o s Zo a� zo o o0m u o c E 6 N o z WpQ �z �w e0 4o m0 Z m J .o aw �� o< �Z z mom in O ova ao ao m �- � F . 0 � 0 M V W d ti oN U T > OQ T .dam 2 rn T O L � 00 t 00 co T r ,r � � Li-i O 00 ��^^ V) m 00 4-1 �- 0 I0 Q �o O 04 CO 0 r ni M LO N o Z Z E O 0) M a o U � Q p � JOB NO : 23-12154-12159 SCALE : AS NOTED SHEET NO. 3 M 3 'v CN cV (D I C'4 r7 Cr C cn 0 O i 9 M LO _N I L0 _N cN I rN rN v cn 0 0 i 0 m J rn N i d- N i N N vi 0 Z 0 C Cr cn C> 0 -0 Q! 0 tz a r� N O v E N a� E 0 c n: 0 0 0 J a� r7 cV O 00 rn a' 0 0 a r� 0 0 CN M hi v 0 0 z z w _ d� m S O F- eefieel OWNER'S BATHROOM SCALE: 3/8" =1'4' 60 BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" 42" KNEE WALL TOTAL RUN = 14'-2" WITH 1x8 CAP & CASING (AT2nd FLOOR ONLY) FILLED CELL LEGEND E 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 20X26 184X254 S.H. 13 20 X 381 18 1 X 371 S.H. 14 20 X 50 J 18"X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 181X71} S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X388 26x371 S.H. 1 H4 271 X 50 s 26 x 50 S.H. 1H5 277'rX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 374X26 36JX251/2 S.H. 23 37 a X 38 a 36 J X 37 3/4 S.H. 24 37 a X 50 a 36 J X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37 J X 72 3617 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 J S. H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 s 52 J X 50 S. H. 35 54X63 5217X624 S.H. 36 54X72 524X714 S.H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 NIA S.H. (2) 2x8 w/ 1/2" FLITCH HEADER 3/4" PLYWOOD DECKING �� SLOPE CEILING TO MATCH STAIR RISE F. FL. -\ - - F. FL. -------- - - - - - - - - 18 17 � - 16 15 14 13 �� U 12 11 CONT. 10 HAND RAIL w 9 U 8 0 Q w T 6 z 5 2x STRINGERS 4 F. FL. I 14'-2" TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS DRYWALL speciLU SO Aga Olt 0 8 LU co 00 fications E3 QOf ) Co 2 ;CN S CIO Co 00 LO CN Coo 1 1/2" MIN. CLEARANCE 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" 3A FROM EA. END. END.c. AND HANDRAIL DETAIL SCALE: 3" =V-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED 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 318 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 '/Z inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 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. 1ST FLOOR PLAN -UNIT-C 1624 SCALE: Y4'=1'-0" F_ 3'-0" _ 2'-8" 3'-10" BB MOD-25 SH ( 39" x 59" ) EGRESS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 0 +26.6 / -29.1 O +26.6 / -33.5 GC� SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 3'-10" 2'-8" Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between �B the garage and residence shall be equipped with solid wood doors MODD�5 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 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 °0 material and shall not have openings into the garage. co OWNER'S I R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 BEDROOM shall be protected as required by section R302.11, Item 4. 8'-0" FLAT CLG. R302.6 Dwelling/Garage Fire Separation. N 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 O0 18'-0" I CO wall: C° SD • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. 6' 8" 4'-0" 7'-4" • 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. C R&S • Garages Located Less Than 3 Feet From Dwelling On The ---------1 PW01 Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied ° O. BATH22"x36" I __ to the interior side of exterior walls that are within this area. 8'-0" LATTIC RACCESS / / I C TYP M R312.2.1 Window Sills `o oo 00 00 I In dwelling units, where the top of the sill of an operable window is ivFLAT / CLG I located less than 24 inches 610 mm above the finished floor and I / (CARPET9 reater than 72 inches 1829 mm aove the finished rade or ( ) 9L _V_ J 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 R&S mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 2868 with window fall prevention devices that comply with ASTMF2090.PW01 3. Operable windows that are provided with window opening eo control devices that comply with Section R312.2.2. r TYP. 7 F. W I `O Chapter 45 Private Swimming Pools N Outdoor swimming pools shall be provided with a barrier 60"x AHU complying with R4501.17.1.1 through R4501.17.1.14. OWER AN 10 IRJA I M1507.2 Re -circulation of Air 11 Exhaust air form Bathrooms and toilet rooms shall not be Jk 5'-11a 4'-0" 3' 4" - " re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from i o bathrooms and toilet rooms shall not discharge into an attic, crawl I space or other areas inside the building. 00 LO ( oho 00 GAS APPLIANCES (� `" i I CO G.C. to verify location of gas riser before commencement of work. 0 I I Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where UP appliances that are listed as flammable vapor ignition resistant. A.F.F J 07' L FT WALL LEGEND 1/2 WALL 8'-0" LAT CLG. CAPPED =N CARPET 2-STORY MASONRY WALL w/ - 0 5' 4" 5'-4" 5'-8" BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" �"ru I zo MASONRY HGT. @ 9'-4" A.F.F. 0 � BATH 2868 4068 BF MASONRY HGT. @ 8'-8" A.F.F. F-o"F TCLG. 4 SH P/IC CA PET R&S MASONRY PARTY WALL _ R&SI -----..., ------------ d' N O <V BF �, o TYP. 2x FRAME WALL If113068 II 2 RR 2668 4068 BF 4' BEDROOM 3 8'-0"' FLAT CLG. 0o ARPET In EGRESS MOD 25 SH ( 39" x 59" ) 5'-0" 6'-8" BEARING WALL o INTERIOR BEARING WALLS NOTED "FLOOR 3'-58„ I 5'-O$" r r N BEARING ONLY ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION -�� O 1ST FLOOR 664 S.F. CARPET GARAGE►'►'4. 108 S.F. ENTRY ►i►iLANAI �� IVIOD (O INSULATION 2ND FLOOR PLAN SCALE: Y,"=1'-0" ®' EGRESS 7-4" NON -LOAD BEARING 2x 1V-4" FRAMING, BOXED OUT FOR FRONT ELEVATION AT THE MIDDLE LEFT UNIT ONLY UNIT-C 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. +*a sfa *,CD c�u C30 c 4owN - m h -aN.0 N O .p d d � � � v = a 3 $ ry a c E M N 0 N N To the best of the Engineer's knowledge, information and belief, the structural plans and 1ST FLOOR BUILDING PLAN SCALE: y4'=1'-0" . i6 O LLI 1_ t d F ' X LA- N C LL. � t0 Cz b U) !V s W p -�S �Nx C7 f7! E C '� E s = w = E o n. u 0 M N O N 00 CV O O t Xn j R4 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. a (® dO E N H� O N U N m g, LQ ,w, V ? a)LL 2 0 r)r LL w w ;` H �rNiv a o- s-' �e � �- 4 J _ Li O 13 o it f; O co O x O w Z L0 M Z U N 0 M Z O U ❑�❑ $: W rM M z N M 0 00 QD Z m N z � � Q J M r E3 Vi Z oC2 o (a w � m U 0 w o N c �N F— U N C U) Q N 0 0 ti O w Cry C J 4 z z w r C6 C Z. -o >N as _ Ev0 oz C Co F— n3 a w K 00 0 O C O C y O Q O � 'L — 4 z w S �z W Z � W co r0 O ¢ zZZ m O 0, OY J w ¢� 20 z O T ? > m W H Cb jO r > O O M w OIQ d ti OU C C .0 r > 00 7 rn N i- cTO � O 1 c1r) L CO 00 r- 00 1 T Cr 60 r (%) m 00 r _ O LO O 0 Q N a) 00 r ai w N o Z E @ o v -1 a U -j Q 0 JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1/4"=V-0" e•�a c� 0 > W O S C U O � CL. M Lj� — m C3- a' eo o Vf ..�y !V G[ N NC r L W •W Lt. M r a ++ •6f t7 W wM ca �rz•`° a N fl.'g c E o a � cs M N O N co ' N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ?,a s tG W o 28 N_ �y sona)00 ®Lu # 00 in# LL u- 5 Mi _O lf) M M V a d a J U U- Z0 - I v p L co W CoL W ram•: o (p N Q r- m U)°' °' W Z IL w N O7 Z U O F < p ., It � W V M 0 0 z N Q Q � a J O � r M z79 (D W �N `o w p NE v N w o L N v ' )F-- V) L.LI {) J z i U 2 U) o ® ® O � CJ M J J y O uJ Z Z 4 � L1 z o 0 yN ZR Q Q t U OZ Z® O a co— F(6 g U U U O .0 0 CDtt F ❑ 0 co az wz -O C ¢o �y 0, m0 0, Z J U w N go cn o o� �w m �3 Jz =F Joii 91� o wa 0 ao v o3 C o T >� ui rn T Q C'V L r 00 00 LOCO � r T � r CT - CD 00 T U) m 00 T� i- 0 LO M LO o rn -� N LO CD Q 1 00 'r ai ,^ 7 u i N 6 o Z Ca Z E O N d ECc U -j Q 0 c °i JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 6 rn 3 -v I N 0 0- rn 0 00 Ln LO C7 i d 0 J rn Lt r� N I rN r F=— v II' 0 i LO J LO i LO N i 04 i N C7i i sv 0 a cn� .a rn C L f— Q CV 0 Cq 0- E F— N 0 2 v c c J C 0 U J a� LZ rq 0 0 Cq Cq rn ai a 0 a rn CV 0 00 rn 0 0 d 0 z UJ w a m v cn 12 4.0F_ FIBERGLASS SHINGLES _L_+ T.O.P.` T r HDR. 0 60 o Z MOD 25 SH F.FL. 16" BAND - - - N CLG. HGT. Ira 6" c CORBEL DETAIL SCALE: 2"=1 r-0" FYPON: DTLB4x6x9 9" 0 "NN KEYSTONE DETAIL SCALE: 1/2"=1'-0" A WATER TABLE DETAIL SCALE: 1 /2"=V-0" i 12 14.0 J FIBERGLASS A _, _ SHINGLES rt �._. �.. � �� J -�-� _ _ � - -r � - .��,._�. ��._J. x .-1 1 � i. ti. i � TA A 7_ C l T 20" LOUVER .� r T� T` ��_ - - - - - - - - --- - - ---W47IFIM---- - - - i - - ------------ T.O.P. -- --- ------ -- ' SORS H L O- (TY I.) I o 8 o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z T XTURED FINISH MOD 25 SH BANDMOD 25 SH MOD 25 SH MOD 25 SH Z MOD 25 SH o Z N� N�-------- - 16"---------------------------------N- - -- --- N� ---- -- BAND F.FL -- - L .H TEXTURED FINISH s TEXTURED FINISH s LO 00❑0 =00Ej =A 0�u t I 11F0�0 ��0❑ UNIT -A 1532 12 4.01 FIBERGLASS SHINGLES INN I Mimi ININI E I E Emm IMIMIMIMI 3068 DOOR 3068 DOUR )OR 8xTGARAGE DOOR 3068 DOOR 8'xTGARAGE DOOR E]DOOR-__ UNIT-C 1624 1 UNIT-C 1624 1 UNIT-C 1624 � '--i70"U,",N1T-C 1624 i UNIT -A 1531 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" 12 74.0 FIBERGLASS SHINGLES T.O.P. - - - - T.O.P. HDR.- - - - __--- HDR oCD 50 cD - o Z MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH T.O.M. in T.O.M I I I I I TE TURED TE TURED TEX URED v FI ISH FI ISH FINI H I I I I I F,FL. ---- ------ --- ---------------------- 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 I 6068 SGU N IT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD 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 1-112" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e+7 o N Z CN _ = � v40 � a ia :C2 L 4D tz U. == d� cn max.. -a. c !o sz M CV CV 00 cli c. -tY „t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g,; F o .p co N W � /gip N 0) .� pV/q� r V UJ A 0rn r- r V LL W s M 3 a WLL ? &S w a m -J ti- a C7 C�nl _a o Z wo Y �m car (0m � W o2C4 m w 0 o ot o Z O V ❑❑❑ N M o 00 CID W N �W1/ 7 C/i z a V1!� LL 'JRLN` Tl C1J LU U O w o N o, U c F- E i x�'? C? o U) ¢ 0 • ®Q N ti o M ch J � Z ¢ 0 w Z � E a ® E= Va z o o� � > o Z Z o a a E "o 00 CID o < W J IT o C/�Y o m g o0 O O m Q W ro. o< g z go a Cn m a� Fr JY =3 0_ a ol< o c N r 00 N I— 1 L OTO Liz T 1 T L0 60 r- V) m 00 r = ate-+ CV F— O LO :+= C'M LO 1 T' N Ln Co 0004 r _ I Z cc Z 7 N E O (n co c c a) U J Q 0 JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 7.1 U+ 3 cD I M LC] Cn v v 0 0 00 i 0 QD 0 J rn L2 N i u) N i PM N N CD I rN LO F_ v a v 0 a I CD 0 J rn N I LC7 N i i N 0 / 00 Cr C rn C L : M O i d E F2 N E 0 x v c c J i o_ v U J a) LZ N O N 00 tV rn ai v 0 0 IL M 0 N 00 cV rn v 0 LJ 0 z ¢ z IiJ z ¢ v T o _ 0 O 2n, LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" I. 0 0 60 =L. IGT. R. 00 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. txtenor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 M N 0 N n. d� CD C, .: %LLB N C6 . i N CV _C O C7 cx -dL CU VC d d-= —> E C �0_a 3 .- CD v � a [= •= r, � N C7..P3 CM CV 0 N 00 N rn .a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W of CN f o] co (i (0 ib O N N 01 # O ®M 3 N Y, CO�. J to m CDw a aW ai Q c .� (6 LL Z o s - Z 8o 0 7 NNCD m Q rM W U) roZ rtn Z N Z Q U 2 F V do ❑❑❑ W (D � N M 0 0 Z N z � � a M (D `o y O w o cti U C W l0 "°•• 4 loF- y U o N CLI ¢I ts, ti o J w M M 1Z J w ¢ z Q 11 c,i E 0 41 z oo w z a 0 2 ¢� o a F— M �0 w� 00 oCL a E ` o oq t o ao a �z ru az m� 0 m cu J �o ¢ az w 1z of go U) az �w ¢o o� 3 o � oQ >°a o� c > 00 iU rn N0 T_ (1) O L Oo T_M 00 L0 T C Lf� O 00 r v^ J Z5 00 r _ H O L0 -' c'M L0 O N LO � Q 00 r ai m w N � iri o Z Z E O N c cc a E U � Q O c � JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 7.2 - -_ I T ■ I7-rt--r-ll- 'I -AT_ , _ _ _ i - _ - - - - - _- - _ _ _ - _L _-_ -- ( N co N LO 0 Q- cn 0 Q O I LC7 O 0 J L0 tC) N I L0 _N I C"i N cn N M O 0 Q 0 LO O �0 J O7 LO N I N I CN / N d' 7 Cr C./7 0 Q C Y O M N 0 N / C a E rn W E O `o c J it c 0 0 U J a� i.� r� CV 0 N 00 N \ CS) ai '--' 0 0 r� N 0 N 00 N O 0 N W 0 z z ,z W Q m a� a I►[IURTA WMI1111911 SEE DETAIL 55ID-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE N= 4:12 I 4:12 PITCH 0 MCI 1 2 go 4'-0" 1. 4'-0" 4'-0" 1. 4'-0" NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1 1 1 1 SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR Byl SEE DETAIL 55ID-1 FOR SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE I BLOCKING @ EAVE N= 2 GV = 2 N= 2 N= 2 N= 4:12 PI CT Orr lee OF z I I N_= I I Q PW01 PW01 PW01 PW01 PW01 D1 D1 D1 D1 D1 ( N_ = N_ = N_ 01 40 I FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION, PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH or DO NOT BREACH DO NOT BREACH DO NOT BREACH cD 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4 OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENTOF a I 4.12 � _ = PITCH r ►-- r d •mot' � X_ 4:12 :12 4:12 co PITCH I� PITCH o _ Luj I I I T I- T �_ r I--- T r I 141 L= T 1- 101- I I 4:12 4:12 4:12 ITC PITCHIT ---- I ( 4:12 ' 4:12 4:12 I 4:12 I H = 1 4:_12 - PTICH PITPITH - < 4:12 1 = PICTHI T 2 PITCH I I I PITCH oer ---- -- L---- -----1 --- ---- 1 2 1 2 FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55ID-1 FOR FIRE RESISTANT PLYWOOD LOCATION, 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION. DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH FIRE RESISTANT NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT PROFILE OF ROOF TRUSS NON -VENTED SOFFIT BEYOND = - - - -7.- ROOF SHEATHING TYP. SUB -FASCIA 7. EXTEND THE (2) LAYERS - - ^ OF 1" THICK USG GYP. - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) a -OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a -STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: a LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) FIRE CAULK EDGES AT EACH SIDE DEL. 1x PT NAILER 1/2" GYP. WEI 1 Hour Separation Wall SCALE: 3/4"= V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule RidgeVentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt, Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ, FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of SEl (See ev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor 1008 968 138 484 35 242 0.0 2.0 (Zone 3) 276.0 0.0 276.0 Upper Floor 110 106 15 53 4 26 0.0 0.0 0.0 (Zone 4) 0.0 0.0 Upper Floor 108 104 15 52 4 26 0.0 0.0 0.0 (Zone 5) 0.0 0.0 Upper Floor 62 60 9 30 2 15 0.0 0.0 0.0 (Zone 5) 0.0 0.0 -NOTE- GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April 09, 2018 Bearing wall Rating - a R. NDnbeariilg wall Rating - 2 MR This design wasevaluated using.a load design method other than the Limit states Design Method (e.g., working stress Design Method). For jurisdictions employing the Limit states Design Method, such as -Canada, a load restriction factor shall be used - sag Guide BXUV or BXUV7 * Indicates such prod uets shall bear the UL or cUL certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 3�-W� b.--,Iin, °'- �;a '. ,`' •?},,� �`�``��¢�-,,1-i I 7-51 MIN. �4 + Horizontal 1. C6 ncrate Blacks* - Various. designs. Classification D-2 (2. hr). see Concrete Blodra category for list of eligible manufacturers, 2. Mortar - Blocks: laid in full bed of mortar; nom. 318 In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of Ilea n sharp sand to 1 part Portland cement (proportioned by volume) and not more than So percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement stucco or Gypsum Plaster -Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max, Classification or 1-1/2 hr. Attached to concrete blocks (Item 1), 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), crater repellant vermiculite masonry fill insulation, or silicone treated pedite loose fill insulation add 2 hr to classification. 5. Fos med Plastic* - (Optional -Not Shown) - 1-1/2 In. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CARP - "Energy5hleld Pro Wall Insulation", "Energy9hield Pro t Wall Insulation", EnergyShleld CGF Pro and EnergyShield. Fly Pro CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge * Cr Foil Exterior Wall Insulation" and "Enverge " CI Glass Exterior wall Insulation" HUNTER PANELS - Types Xcl-Class A, Xcl 286 RMAX OPERATING L L C-'TSX-8500", "r5X-8510", "Thermas heath-XP", "ECOHAXci", "Thermasheath-3", "Dwasheath-3" THE DOW CHEMICAL CO -Types Thermax sheathing, Thermax Light Duty Insulation; Thermax Heavy Duty Insulation, Thermax Metal Building Boa rd: Thermax white Finish Insulation, Thermax ci Exterior Insulation, Themrax XARMDR ci Exterior Insulation. Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy: Duty Plus (HDP) and TUi ci Insulation 5A. Building Units -As an alternate to Items 5, min, 1•in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48'by 48 or 90 in. RMAX OPERATING L L C-'Thermasheath-SI", "ECOBASEci", "ThermaBase-CI" * Indicates such products shall hear the UL or cUL Certification Me rk for Jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Undatrd on 2018.04-N GA FILE NO, ASW 0810 PROPRIETARY* 2 HOUR 65 to 69 STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners With steel H stud between adjacent pairs of gypsum panels. (NILS) minimum air space must be m2tnta nod between steel components and - -_ ` ` - - ' adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of 1/2` PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or full sheets of 1/2" type x gypsum wallboard _ - _ _ _ _ NAILS EA. END BETWEEN screw attached to the steel components, TRUSSES Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both sides. t J 4'-0" FROM SEPARATION WALL. Height limitation 68 feet. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2" (Fire) PLYWOOD. BLOCK MUST BE 11-3/4"(Sound) "PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC......................_............... 1" Der1SGIBSS Shaitfiner Approx. Weight- 9.5 par TO PROVIDE AS MUCH CONTACT Fire Test WHI495-129C, 11-16-94; AS POSSIBLE TO UNDER SIDE ITS Design GPNVA 120-04; OF ROOF DECK. ALL JOINTS WHI495-1295, 3-154e5; AROUND BLOCKING MUST BE WH1495-0743ao744, CAULKED WITH APPROVED FIRE 1-28$3G-86; CAULKING. ITS 3160814COQ-OOZ 6-30-08; UL R2717, 04NK03115, 8-18-04, UL Design U373 ® SEE PLAN Sound Test: RALTL10-291,8-31-10 TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD 0 N ti 2 .� aI LU CD W CD C:)co CL o CJ cal '�msc LA- i< cc to a N t to 6! O fQ _ 2 -3 e cp Y 0 E C m v .r � 3 .°i u mar s Cr. ,1 E o �v n M CV ob CV To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � a o Eo 2 N r m N U N# N rn " 0 i ' N y W N LL LL U) LL w wM/ n a Co LL N cN'1 V Lu13) Z 0 O 7 �*. MEN L O '� NCO m Q W innor'°' a z co co CV Z UU 1T cV Cl)U co H OU ❑❑❑ W z N M O O Q � Q � N a r` N N N O zrrmql 0 o LL 4-1 to W w OLit o i_ _ 8 w d U oo c U) cO ul 0 o N o cl> mcl> g w z nE _1 c E oo w= >m Q� o° H !CS no oo aoCIL o <� o 0 $ �z a� MEMO C ccson O U m 0 z F aw I t-0 3I o� go IBM T 9 LL <o m F-- m � o <� mo �o v ol< a oo 3 c o T > 00 ui rn CV L CO 00 r 00 Lr') � r r I r Cr U Ln CD_ 60 T Co M OO T p LO +� cM LO -0 CD M Q T N LIC5 C I 00 �-- ui (g r ,^ E L i N N Qi o Z z E Q iu m D E U � Q � JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 8.1 e SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN- - STANDARD (STD) SCALE: %4"=1'-0" CCA 09124/2020 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 (l)PLY 1795 (2)PL 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" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 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" RT3 345 305 8 - Bid x 1 1/2" E META20 1450 8 - 10d 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 900 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2)1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12)WS3WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HT75 4350 3740 5/8" ANCH. / (26) 1 Odxl-1/2" HTT45 5795 5/8" ANCH. /(26) 1Od x2-1/2 K HD313 * 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)114"0" SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SIDS 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 3 112" 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 - 1 Od x 1 1/2" MTW12 965 810 14-1 Od x 1-112" S VGT - M' 4940 3555 (6) 1/ "x " SIDS WOOD SCREWS & (1) 5/8" ATR EPDXIED w/ SIMPSON T 1 (2) LGT3 16570-M 6960-FI4730-M 5010-Fl & (8) 3/8"xY TITEN HD (2 PLY) or U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)1 Od x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ TITEN TURBO PLY) S EWALT (32)10d x 3" LT(or0(64)10d D3' V (2) LGT2 4060-M 4080-F 3500-M 3510-F �2 or (60)10d x 3.114 NKERS @ FRAME LUGT2 3310-M 4040-F 2920-M 3560-F SCREW BO @ FRAME "X" HTS 20 1415 1215 (16)-10d x 1 1/2" HTW20 1355 1140 24-1Od x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 510 12-1 Od x 1 1/2" HHCP2 680 1 595 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.' REVISED 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 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. I 11 O SPLICING Iw TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-10" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER N R 2 PLY CARRIER— I —(A)— x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSHCLADDING 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 (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or 1%32" EXP. 1 (3y6) TILE: 1%32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.l l3") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] ® c N -a !` > w ci a n t-' c 66mC,4 u- C1. .- V2 v R as Co to -v ^eC a M is ® acs .es ' > v a m N � c r Ei M C'V N s, o f/ Q C) w, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E tC) N O N C N - p4V, N p m # # 0 Y C J J ��0 Lw rn N r u-- Lu W a 01,a aS w mLLii o ill z O O O W m W ' Cc o�rn ¢ m W C/5 z 00 p O w N ch Z U N H y ci OU ❑Q❑ `x H ?uro s W Z N M 0 00 z N � o � Q � r` N rNi z Q) 0- 0 4—J i>3 cn w ® m V O N o cq wsa un U L4.1 f0. p=•�. µ��..� E �! o w M co�z oi O Q C6 Eo zo �� >ry Zo <� � q F- rfl o 00 � U O O E p co � 4 0 4 ro H az a ¢Q wZ f� d zQ S U w� mo 9 LL 00 J g <a aw 1z oa go cn > az O m ¢o oW _ r-- �3 0 d a OUP z¢ c > CIO ui N I- cc CTfl � O M L CO oo r 00 LO r �i U L0 O CO r ^� U) m 00 r O LO CY) LO O 04 O N L� CO < 00 r- E'^ N j L / N di o Z Z E O rn f0 c JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 9.1 i t I —� -- — 1� - !IITF- - _-FTr Lr_ Hr i r, o� 3 N c0 I N rM LO C cn O 0 i CD 0 J LO N i LO CIA I M I N LO L Q (/7 0 O 0 I C) 0 m LO LO C'4 I 4 r.� N r7 M N 0 T 0 0 i L 0 N 0 0 o_ E N a� E 0 0 c C: J 0- 0 U J a) r7 r7 0 N co N rn ai 0 0 0 a CN I-M 0 0 00 W 0 Q Z w ¢ it m -a 0 0 En SYMMETRICAL — — — — — — — — — — — — — — — — UNIT -A 1532 1UNIT-C 1624 i UNIT-C 1624 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :(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. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP I 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 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C I H2.5A 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" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d 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 Old x 1 1/2" RT16A 1025 900 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18)1/4" x 3" SDS WOOD SCREWS AND (2)1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1001-1/2" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 518" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLTS L VGT R/L 2225 1600 (16)1ANY SDS WOOD SCREWS & HDU4-SDS2.5 wl (10)114"x2-112" SDS 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 - 1 Old x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 (6) 1/4"x3" SDS WOOD SCREWS & (1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or 52 16d SINKERS FRAME U MGT -M* 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY (32)10d x 3.114" SINKERS & (14) TITEN TURBO (32)10d x 3" & 110)1/4"0" DEWALT V (2) LGT2 4060-M 4080-F 3500-M 3510-F (2 PL1 or (60)10d x 3.114" SINKERS @ FRAME LUGT2 3310-M 4040-F 2920-M 3560-F SCREW -BOLT or (64)10d x 3" @ FRAME "X" HTS 20 1415 1215 (16)-1 Od x 1 1/2" HTW20 1355 1140 1 24-1Od x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1 1010 1 605 1 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 1 590 1 510 1 12-1 Od x 1 1/2" HHCP2 1 680 595 (20)1Cd 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 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 f#2 OR ##2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES.Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. I �1 OF SPLICING / 2 . TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH 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 (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. ISO FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 16" EXP. 1 (24/16) or 1%2 EXP. 1 (33/16) TILE: 1X32' EXP. 1 (33,'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN - STANDARD (STD SCALE: Y4'=1'-0" CCA 09/24/2020 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] A tV � a» > W M m 1.1.. r+ = d IC o et°'evY su a/ c ECis C2 = � 3 � 3 L i N C VI CLCTj c E tM N O 00 O R r � rp P� �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 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Fr W 3� ^¢ o O Oce) E uNi ID N O N N O c0 ik .F.' .4 OWN ® _ CO a) u. - 7 u7 CO 0 J LL LL ul MR di s %4 M O 2 N � 2SS W a. rl. C J u- Z o_ Y N LL. 5 0 J z Z _ O �rn 3:o5 t] ' W w _ O _ r CD M Lu m c°�pjO' z �" w Z U G H c 1 OU ❑❑❑ ,3 W z N M 0 0 N Q � a a N N� N M z W CD o 4--J � cn w O N y I�` U E F- s z I S L O N Q N r_ o C o � w Z LL CIS E zi? s� wz >N zp zp ro p E O ¢ ¢ a� o0 U U O O Q -Z a� C, J Ln C¢ m J <o No wM m 00 < w Q z o� a0 J gas o <F �o F clJ V " zR 3 c o T 00 N f6 O � � 0 1 L CO 00 r 00 LM r 1 T �./ 6, L0 O 00 r— '' ^� VJ m 00 r CV F-- 0 L-) M L0 -0 Q N C:) CD N Cn Lo 1 00 r of E CV o Z Z E '6 ri E U J v ? Q (� J JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 10.1 - - F r -- I T 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 FR4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PE�FW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT }� FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;W EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FT -ul 111"I CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) kD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER NMI ELECTRIC PANEL —�I DISCONNECT SWITCH C` rJ G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I � I I LAV 1\ -1 I ti TUB/ W/C SHOWER 3" VTR AIL I I I I I I OPT. LAV LAV I I u W/C SHOWER STU DOR VENTI , DBL SINK T' W/ DISP. LAV I W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ, F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 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 Power Co. Feed Intersystem Bonding Termination Per 200A Indoor Panel Center Cable #4 Solid COPPER Ground C.O. NEC 17, 250.94 aawani�cu �nvcn ai�unu Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. 0 ------------------------- OUTDOOR LIVING INSTALL LIGHT �� f�> ROUGH -IN FOR OPT. FAN/LIGHT WP I'm DISCONNECT GFI � I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE DINING HOOD PER SPECS I KITCHEN)' i GI I / r-, I ' / FI O r aEL _j - - --- GFI � --- SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M GREAT ROOM /,>ROUGH -IN\ FOR OPT. <-'fi-->FAN/LIGHT' r� � I I I ' I I DB ENtRY WPo- LIGHT AS � GFI PER SPECS DB & GFI TO ----------- BE ALIGNED VERTICALLY i 1 UPSTAIRS t .F. ' \ O I � r I GARAGE f \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r-----------------I I I I I I � I bz I Q I I w J DW I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL — UNIT —A 1532 SCALE: Ya"=1 '-0" 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, 2ND ELECTRICAL — UNIT —A 1532 SCALE: X"=V-0" e+rs C= c N -o aS � C W C= m a, co Y c 01 m Cj3 C" i 0 87 ui o u a 1=d�en fN ♦Z �_ C 0 M 0 N 00 N rn i c (iM _'S. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H o pEcN o v U �i r C,C7 a # ' O H W N # LL J) w EL v a ai w a jJLL tl U "F t9 Z 13 @G� oo 0 �r t="Q' r mom_ o W !=� � _ p 0 (6 n m J m q W W o U) 1O ' Z Z 0 Q� N CO U O �- Z O U ❑ El[] Z W 2 N M o g to Z N z o I U) <� N (Li QD 0 a-, f6 v, m w M U O Ull w o Cl- was N � "s . C.7 r.0 W s(^... -- J E 2 8 ai 0 o N Qro " N �� o w i LLU_ (6 E ZO �O TN Q N fl_ 0 U of z z® ❑a F� (6 <o o¢ .o o o< wz L w p K u, ,� C:�a O C Qo O Y m� o° Z m y m d 4 W g Z � o� Z go 0 a _ w = v a= 3 z'¢ 0 r > 00 ui rn 12 N cc C� r Q) O Co 00 00 LMf) T r \—/Cr U Ln O Oro (j) m Oro 04 F_ 0 ILO � 0 O O � � N O � O 04 r T a L is o z Z E O co E d U _j Q p JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. ■ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY '� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �--{- FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg PUSH BUTTON SWITCH (OPTIONAL) H0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL —z� DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT, CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL l I I I II HANSON BOX I I 3" VTR AIL I I I I I I OPT. ,J LAV LI JAV I I ---- — I I _U W/C LAV 1\ .J I 3" SHOWER L TUB/ W/C SHOWER 3 ` \na F FAR STUDOR VENT DBL SINK W/ DISP. 2" LAV WIC z" 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 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 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE C.O. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / t�/r�� FAN/LIGHT i WP GFI an ----- 7--- DINING KITCHEN GFI ( SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,-"ROUGH-IN\ FOR OPT. <,�fi-,FAN/LIGHT �' r� / I I 1 I I 1 I I I �CaFl_� C.M 1 UPSTAIRS F r- V V rN . FOYER \ I 3MV GFI LLk @ 44" W.H. �- A.F.F. ' ` 0 / I DB / I NTRY GARAG E IGHT AS 0 G F I ER SPECS DB & GFI TO 1 BE ALIGNED >0 I7 GARAGE VERTICALLY LIGHT AS PER SPECS ' GARAGE DOOR GFI — — — — — — — — — — — — — — — I I / W / IZ I O Optional Overhead Service 200A iQ Same As Underground Indoor Panel IV Q I 150 Or 200 Amp Service Center i0 LU NEMA 1 200AMP 2 OO LLJILL I Lou _j IN P;WIREAS PSerial Cabl01. mNEMA LIGHTS Power Co. Feed —� �T__ #4 Solid COPPER Ground PER SPECS 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. DISCONNECT 1ST ELECTRICAL —UNIT—C 1624 SCALE: Y"=1'-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. 2ND ELECTRICAL — UNIT—C 1624 SCALE: ),4"=1'-0" _ 7 LU _ -0 CM y C LA_ Ca w a Q Qf N f0 dY �asd � 3 W 3 vi r- -� _ E � ca ck W M 0 fV OO N ;, rn 0 'tP 4. 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. E Q US" o O M N v O N N O c: # ik i ei .7 C? LL LL (n h r` -0 IJi uj N a �Mv w a a it r2 tV (a LL LL <L y Z _a o 0 i Z L N C pMCc,o � ' r$ W W N NCO m Q 0) O) Q k Z aO O r O W O U ❑❑❑ M � o05 g z � N z o � I ^ �/ , N M z �O 4 U 0 �v,U) -. U W J w aj U 'o °N c m Y ¢ 0 _® N I� o M M N J Z Q LL Q O zo o � ¢o r N Z 0 � � x UU UO O AW CQ9 M a' Q Z O . W Z t co c m J <o m mo ZZr a w a� 3z `: C) 02 1 � 4O z O Z F- F �rt o Qz J z = >° MillM Ir 0 d H o 3 c •2 T— > o6 rn N � � c� C� r W^, 0 L CO 00 T O O T T LO OTO00 VJ m F- p L0 :+= M LO O M N Ln Cfl t N T m T LO iii o Z z E O 2 cc @E a L; U _j _0 4? Q c 0 JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 11.2 'A e T OUTDOOR LIVING DINING GREAT ROOM — — — — — — — — — — — — — — — — — — — — — — — — — AU®l ------------------------- OUTDOOR LIVING DINING GREAT ROOM METER BANK ® (SEE ELEC. RISER -- DIAGRAM SHOWN ON — — — UNIT ELECT. PLAN) -- — — — — — — — — _ _ _ — I __ I I I I 0 ® I - _ H.W \ 1-CARS RAGE 1 CARr GARAGE ZEDI PROVIDE A MIN. 12" VERTICAL - SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES UNIT-C ENTRY \\\\1624 \\' — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I I I I I I I I UNIT -A 1532 DINING OUTDOOR LIVING — — — — — — — — — — — — — — — — — — — — — — — — — -O ®M -------------------------- OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING F�v I I I I I I I I I I I I I I I I I �If\J I I O O O KITCHEN I O O I KITCHEN DINING DINING KITCHEN 1 �O O I KITCHEN DINING I I I I I I I 1 I I I I L--- I I L--- r — — —J I I L---J I I r - - - I I I I oo i---� L--- i oo I I L___J L___J L___J L_--J 111 154 0 WE >01 >011 >04 >04 �ta -1--CAR- QA_R_AG E — —I--CAR—GARAGE ENTFI I1T � ,�K,,T „ WRY — _ ENTRY Li �\Ing �\ i--------------_- 7 I I I I t I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I 1-CAR GARAGE UNIT -A 1532 r� I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: X"=V-0" 4 N N C= 0 m =a 'O c Ci c cower R J N 3 4CD Y R m y A O m G� C= of Q. Z2 C � U C� C„M O CV C7O. fV .L^ _ '' D= To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N. h o f o N m # ® � O co 4y U, r kJi W N O j D_ w � p Q er'=' 5 13 3¢Z C J LL d Y U`D J ZO 2 U_ l (0 C O 5 o O r- V O O % Wo - m J r- m �.., W g cn T °' � r z LL 0) d Y O w N Cl) Z O F 0d ❑0❑ .�x W M O z W N z o � J r Ln M z c7 0 1' � C) U ffl �0,^ !f w o 1v v A y V � C E CU 1 U =o Z.'; m U) ® ® Q N 0 o J w � M COzo J ¢ 2 S z z < U- cu E z a 0 > N <0 A� 0 U of z z© ❑d 00 o¢ oQD 4 W W d p c ro O 0 z C/D �� az �W 3 m aw <Q L3 L� o �o VM M. a o r E2 > 00 N rn N f— to L CO OO Oro � r T Cr� 60 T VJ^ m OO r Z atea cV F— 0 LA-) Q 04 O O N � ,6 00 r . N d z O N co C E ca a) d U J Q 0 J JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 12 0 0 0 0 8F8-1 B/1 T O 0 0 8F8-0B\J/1 T 0 0 0 0 0 0 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T c0 O O ° 0 81=20-013/1T O 0 0 ° e 0 0 8F16-0B/1T O0 81=20-113/1T O TYPE DESIGNATION #5REBAR ATTOP F = FILLED WITH MIN. (1) REQ'D GROUT U = UNFILLED -1/2" a d R = RECESSED CLEAR CITY. OF #5 d REBAR @ BOTTOM d OF LINTEL CAVITY M.U. a Q w d° d 8 F 16— B/ 1 T a= ° A T z d d d ° GROUT tNOMINAL L QUANTITY OF d 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL -BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS 8c precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2.70 low relaxation. 7/32 wire per ASTM A510. 91ortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15, 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / \_ O Safe vertical load Safe horizontal load . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J w uu C.M.U. coo10 n(jX wpm 2 w0 W 10 wcn0z rl. J CCw¢N A w (n _ ` #5 REBAR AT BOTTOM O MIN. (1) REQ'D rnw� 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications 8F24-1 B/1 T 0 6 O 0 ° 0 8F24-0B/1 T 0 =.o ao. �. _ °'° . 0 0 8RF6-0B/1 T to, 0 8F20-1 B-2T LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION r. l 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" E SYMMETRICAL MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL I tV a W V C N f� N o Zc H tO -O l N O {p as _ap a�2 N ,-0 C m Q, U u- O M N O CV co ,.; Z 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ; *s r i,fisr�f� H E o p O N N O M O u� O N m P V N O r rn #k c $r J R3S>' ® aD f!) ik LL, Lei N in N o az a w N m W - a muiL a O ZO Zmac m o O O O W ��°'�'°' J Z 00 o o w g L M Z U N H N C7 O � CO N � o J cl- rNi to Z v � o 01/ LL � �cn �/ w a U —� OLU g toLn c" c� LJJCU J ppE I li s.f O N C✓_ N 0 ®® N m o J w c0 M Z o< z Z U- zo g > m Z a O @ V o� wz z© ❑a RS �0 �o d C Q p < LC- ° z o 0 a z lY � rm C ¢ O z 3Y ONo ro g F O O� m ¢w 3 0 z go c� � ? a oW o M <o aLL �- nZ ti3 zr �10o o w, >a0 MJM V OI¢ r U C o r 00 ai rn N I` N L t— M CO oo 00 LO T � r U LO CD 00 r '' ^� VJ m OO r I— O L0 M L0 C CD o O 07 T N LS') Cfl OO T ui z w N ' LO o Z E Q U) `m c E c a.0 J Q ❑ J JOB NO : 23-12154-12159 SCALE : AS NOTED SHEET NO. L 1 rI» , I- i - I...-F i .- 11 il liW ..1.i:ilk. ifA illdi E.Aiu ilIL ..fi 3 v CN N CD i LID _ I-- O Cr 0 _o I LO 0 J rn L0 N I L�c> N i r� 04 N co I N M Ln _ i v v- cn O 0 La J LO N Ln N I M M N CD 0 FE E v- N 0 C r� N 0 v 0- E E 0 O c a 0 0 U a> tz CN 0 w rn v 0 0 rh N 0 0 00 rn v 0 w cm z rz w _ d� M m -v a> v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4, GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5fl MS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10, FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 00 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 PLF APPLIED VERTICAL DOWNWARD AT THE TOP OF THE GUARDRAIL VERTICALLY 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2,4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 13.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2y2' Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2, 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. _ SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy 33KsiWiTH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpov and mortar along the foundation perimeter must be removed be ore exterior sot(treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O eV 0 ® cco w Lea •� c 'a• ca. N co C= . in CV .0 as or cCa 3 co >ac•-,a y Q- c $ O d M N 0 04 00 N rn S F. f 96 a =; ` y k E. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and sea[. y W AjL; Yl N b W w (0M o f U C:)ch U N r' i 0 00 , LL 5n, tq r- a u- w �. vi C J� 4 Y a �So° Z @ate r v O 0 Rio Y m w Q :3(cc0 N tf 4Yiv:'r i r W � _ , L J 1- Z W � U 2 � N Z O Cl)U N U t- `r Z 000013 ❑ M z N MM _ O 0 0 z < rL U)V1 N z 0 lL C4(D i--� C� 'C U O N w o c w x C� o U) Q 0 m m ®® N ti o J w M M J p Z z 6 LL E zo o rM a� � O oz ❑a � f6 ~ �0 w0 =o V O o CID ¢ ¢ p < t� o <o fa cn C C:pU 0 m 00 ZF m N t 2 'z o < a O MEN '0 �W o 0 d= Y C.9 � o w< i° =ia o c > rn N F-- 0 � � O ' L Co 00 oo M r T _ LA-) LA ) C:)O o r ''^^ V) m Oro _ � CN p LO cM IL o O0 N Cr) LO C) 00 r m LO Cf7 o Z Z E 4 cc a U _j Q p c JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. v� N CO I cV ro ;v v v Lo - 0 0 Q 0 DO LO 0 00 0 J N i M N co I M t=— v 0 00 J rn N N i M i r•� N m i 0 C o- rn 9 C H M O i v a E Cn CU CL c J c 0 v U J a� r M CV 0 0 rn N v 0 00 0 CL M CV N 0 CN 0 0 W a w x dCN m v cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L I HOME H C G GARAGE SIDE 0 O 0 5'-0" Q - STUB -OUT FOR 1'-O" LO 0 9 0 GAS METER 0 o U o F N Oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" 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 2x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k FILL CELL w M CONT. #5 > STD. 90° HOOK BAR STD. 90° HOOK BOND BEAM it SIMPSON MGT rl w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8" 0 �j7 #5 CONT. THRU BOLT FROM BOLT FOUNDATION I" TO HIGHEST � BOND BEAM BOND BEAM STEP SCALE: N.T.S, 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 2nd FLOOR Solid block all posts from U STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2° min. 2" max. � 4 max. Q� Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing, Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" f10d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End I Intermediate ® BCI 5000s 9-1/2" 2-8d ! 2-8d 11-7/8" 2-8d 1 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sC' 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over &13/4" king and wall or beam below.* - - — Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 1 z" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Any 16'° joist . - -. _ ---- - ---- - -- S 1,-.e T-T, 1'-2'" Ito Il-3" 'f -3" I' 7" I'-'6'I ,e z-4' 2' "' 37 3'-'" 12 1'-0,e 1,_1,e T-2'e 1' 2'" 1'-3'e 1e-9° 2'-R' 2'-11ee 3 T' 4' ° 4' ° 6,-1,e 16 11-C 1._1,e 1' Ze 1' 2" 1'-T2 2'-1e 3'-2° 3'-'10'e 4'-'e 9 � 6-4' 7 2' 20 1') 1'_1ee 1' 1'-�," 0 3'-0° 4'-t<7'" 4'-10,. 5'-1 1" 0'-11,. 7, ,11.e S'-11.e 24 T-0'° 1'-r 1' 21e 1'-3'e 2'-�° 3' 7 �4'-9'" 6'-10" T 2e" 9- 9-6' 1fl,-'• NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A I.0 SIMPSC w/ (22) . NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL as ' FINISH GRADE Backer block (12" wide min.) : I i lE! ii i ITI 111 I III_ �� Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM . ' SEE PLAN FOR a a • • A i FOUNDATION INFO a STEM FOUNDATION \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p�depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN WV unmoG 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/METAI2TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION d I III —I E I —I I d d d i ;,Ilil�l 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / rPLUMBING LINE 4 � d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND, PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE dd df da G 4 sva !'tee = © W u CL r `cv� _— mom N = d ® ,- zs N � y .y 4, C= u = .< 3 3 co to d = > d =c� = E C O- U 0 M CV 0 CV co CV O. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E o C3 r "a ti Z_ ! ® (0 CN o r+ S N L.L -Jg 1 N cn to Q m M y a a C gf J d �� o z Z 0O O c^ rev o��o W M W w. Z w J 0 o w � N Cl) U O ❑❑❑ *,. W N M o g Co N � a r I to z Cz Q) a--+ w m L' V Ow 'DN Ly N �� (a C? d W J o C M y o W Z Z Q U_ � E C6 n zo �O >N Q N E O z a Fcord — oa o 0X o E ao �z 1116 wcj�lg �J c ¢ Z m 0 CO a rz V H co Q O _ ~ O Z I •° T >� iU rn N I— CN C.0 � O � 00 r 00 r 00 r U) in CEO r _ 4-1 CN f- p LO p o O O � r N Ln f O 00 r m Lo N iri d Z z E O N m` C a E 0 :? a � o 30B NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. SN 1 rn 3 CND i N GO In v v Q 0 -n 0 L0 CD 00 0 J L0 Ln N I 4 N i i i M Iv v v- cn 0 0 O 00 J rn N i Ln N i M M N v Q- 0 Q) Q 0 0 E 0 E 0 x L 0 C C J a 0 0 J CV 0 00 rn v 0 0 a r-7 CV 0 N co SIN 0 Q W 0 W a m 0 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ci ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" N 6 x 6 W1.4 x W1.4 FLORIDADB wl R903.2, BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° -I I = I I —I I =I m . ° _ ' D — I —I I —I I= ' SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM =1—I D3161-CLASS F, INT�(— I ° _ — 1 12 ACCORDANCE w/ TABLE I= I =)1 = I I — I = =1 I=1 I' YP. VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020)Z _1 �ITI) ( T I 8„ I Ian RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 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 NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=T-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB coAT GARAGE CONTRACTOR MIN PSI MAY VARY PER co TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w � NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ' L co � _ D 6MIL VAPOR III o 1= = z fD I BARRIER , 4 D COMP. SOIL. (COMPACTED TO 95% =1 I 1 =T �_ : I f f MODIFIED PROCTOR I :-1I I H= ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK SEE U.N.O.4O „ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS �� Z M 00 SEE A/S3 OR J/S6---'-I! I l Ilil ,, 111 i ii i l= FOR REINF. INFO. 3" MIN, CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH ---- TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ---� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %$' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS G GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR $"GYP. TYPEGE W/A HABITABLE ROOM @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARASEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND co ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL W1.4 @ 24" O.C.) 2° ATTACHMENTS i2�� WWF OR FIBERMESH / WWF OR FIBERMESH ? 3 1/2" MIN. 31/2" MIN. 6 x 6 W1.4 x ELEV. 4-31/2' � � , 2x4 CONT. A.F.F. O = III=III- 31/2"(min.)- 4" N— I —III— _ A DEPTH r3l'12�11min. -4 I�I=II ——III- 31/2"min-� I GAR GEE S( — 111=I I —I 1/2"(min,) TI L�I I I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS .�,P �, 2x P.T. PLATE . I ASSUMED FINISHED = GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 - - Z NOTE: *FOR BEARING WALL - _- ' W/ UPLIFT ONLY -_ - FRAME WALL TO C.M.U. WALL CONNECTION rD� SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" �) k a G d 00 SCALE: 3/4"=V-0" 'v GRADE (1) #5 REBAR w/ OPT. I1= I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E CV Cl) 1 00 -1I I IT1 I7 . 14", r I � �l I I�I �y •, � =1 .ITI— SEE A/S3 OR J/S6 'I I III II I I II I . FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0!C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �D 6 MIL VAPOR BARRIER II II I I II I °e. ° I D -I 11111 e (2) #5 CO T I 4" 41,8 U.N.O. MIN, TYPICAL BEARING WALL It@ STEP It@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT % APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. � K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40MIN. Fy=40ksi [GRADE 60 MIN. Fy= 60ksi] FINISH GRADE 25" MIN LAP [30" MIN LAP] =1T_I=Tf 11 I1=1(1 —111 � ' I I— =1 I —III —III —III —I 1 I 1=' (2) #5 CONT. 4" I—IiI,�6i i— 8 U.N.O. MIN. TYPICAL BEARING WALL STEP CC SCALE: 3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM o END OF 2" x PLATE w U D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1AxW1.4 N �: WWF OR FIBERMESH M E "' t —A D , , TI-111-1 I IJI 11= n —III=III—III I . • II III—III—�= W I I=1 1=1 I I I I -I III =III=II = °° '-III-fII III- - - -'' 1 I I f=111=. #5 REINFORCING BAR R 17/8 11= 11=1 11=T=11 I I I -I I I 11-F-1 'I I-Z11 i-�-► i i-i #5 LAP SPLICE 2 #5 CONT r COMP. SOIL. (COMPACTED TO —I I D 11 j=1 95% MODIFIED PROCTOR ASTM 1= =I 11=1 I I=� —1 11=1 Eli I I I if IEIrr�l 11 1 1-� t 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x "r 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALAN • d. A INTERIOR d .., a d` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � _ a C N �' 11—I IELOE 1 M 6 MIL VAPOR BARRIER I I 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 101, (TYP.) 8" 1.�.� 8„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3!4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR � _ _ - & LAYOUT DESIGN a ' — = — TOP OF BEAM e °. III=111 T N �' HTS20 SEE ROOF PLAN FOR STRUCTURAL «, :- — — =_— ° : ° ° TI I 1 ITI I d 11- '- Cn I I (2) _ I . BEAM SIZE & r ' —T CONNECTION INFO M 8 T _ 2x4 #2 SYP P.T. FRAMING w! MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6i 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE X > SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M � SCALE: 3/4"=1'-0" S3 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL (� O.C. CL MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c - I I TO FOUNDATION PAD —INSULATION PER CHART z SQUARE CMU BLOCK BASE, MAT REINFORCING. CONT. FOOTING STEEL I I ON FLOOR PLAN w 0 SIZE VARIES PER PLAN M i CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS z 002 GRAD E > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N ES ES ,I �' L SIZE AND REINFORCEMENT) c� • '- WWF OR FIBERMESH �, LU z w oUj v ° BRICK PAVERS or SLAB PER 00 0 �' _ •` • - z_ ° COMMUNITY SPECS 0'-0" FIN. FLR. :1111I II I �I I �I 11=1 11=1 I �I I _ FOOTING .III_ BEYOND ,. ...• . PAD REINFORCEMENT 3" MIN. CLEARANCE •d•y �,y ;� : SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .' .. ,•, CONC. PAD INFO, SEE SCHEDULE K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N S^ SCALE: 3/4" = 1'-0" `{J SCALE: N.T.S. S3 0 N � r. g d O _ d n �7 it U CD 7�@x �a.zd > ' C, i � c E � o CM N N co N � rn o , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fill, �u s•er: W E 'S N Q 0 N O v N 0 0-0 M a m v 0 Imo_ oo �•y� ii +L-' '� " CD m W Q W o�� Q�m Z C;Z LO � Z 0 UO Lu ) 0 ooa S ch 00 z � �N Q n N z o � � 4-1 f6 LJJ 0 LL, o �N -_ vc w x U =O N c U) d • ti 0 w M M z o Z Z = C6 E zo oO QzoN >_ 0 z e co V— rB 2 0 U O p E a0< o to fa = o z �J �M C:a �om� O U o� a m N m Z F Q W oc� 0 . w i Z z0 MEN (/� ir0 d nw m 0'- =k - �O 0_ Or -O M V W¢ O d � O— ¢ U o �— > 00 ai N � � Co r O L CO 0000 f Io T r r U U( O 00 U) m 00 0*4 0 L0 cM L0 O O Q M LO C� Q N r cEa T o Z z N E O m E a U _j Q p JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. S3 (MONO) - - - - r , I n,i , 1i diTii�,, i, i�nia�i:u irnar r ,.. .. ��i �1. - -1 3 N co I cV T v v Cr 0 .n a 0 00 I 0 0 J LO N �I- C'V CD 1 C,LO I— L v v- 0 .0 Q 0 0 J t'V i Ln N i M i PM CV a; i L v N i rn C M O i v C(Z E a E 0 v C J 0- c 0 0 U J a� r CN CV 0 oo oo v 0 0 a M CV CD 0 00 0 w 0 a z W Q m -v cu v cry TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS �- 2x DEADWOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ ❑ POINT w/ (3) 12d DRYWALL NAILS LU ISOLID AREAS ARE MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY PLATE WALL IS 1 1/2" MAXIMUM SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. INTERIOR ❑ x x SIMPSON SP2 w/ (12)10d / HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ NAILS AT EACH STUD �Y FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID STUD W/ (3) Od NAIL POINT EVERY OTHER CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _= SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT, IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S,P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER CL DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN-OUT(�'A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 ❑ ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • MANUFACTURER. IN KO BLOCK AT EA. STUD L MAIN SPAN ROOF TRUSS TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT Q O d d —IF8 STD. WHOOK g„ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O, ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL - CL *^ W T > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. Grp-N� GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31 /2"- sr Z 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" ---� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KN EEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48„SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER rT (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A Al � /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL /Ir G . ' 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Ybl6d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �F SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS _ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSC SP4 SIMPSON SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W U �z< 2x TOP PLATE `n V 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C IT SP4 -4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL Od NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (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. FRAMING DETAILS ABOVE ENTRY ! R 1 REV. 06.24.22 SCALE: N.T.S. W a C= / � C:) _�mx i y OCo •`a E. c � Zj � ag: 3ft v E co C•V O N 00 CV r i i r J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O M N v > u O N - m ) 0 _ N LL L.L N U L w Q c L Y ,^ u LL z O Z L (0 V v :3'Co N M Co J Q W 0g�� a m -f. w - M z V 0. 2 N O U ❑�❑ W N z ih o a cn z a 4J o � Lam, O N v7 A o � w vs. �a U W c� o r. .D Q a C ti o M c"� J JZ 0 W Z G � E Q o E V Qo W z Qo z® o a 6. 20 Uo o E ct� ` z 5< r f17 Q Wg w z �J C3 d a o z 0 U W o mo O LL I m J m Q W S ¢ �z go T > o< LL a Z W O M w < CO .0 d v 10Q _ o� .° T-• rn > 00 ui CN c� co � o CV 0000 LO � T I r- LO 5r0 U) m 00 t— 0 LO -0 Q o O Q N LO Ll') L0 00 T ui E LO CNp o M z E O w 2 `m E c a cca i -j Q o JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. S4 I f III -T B �--. - , I - . i - - - .. I - i9.- _-..� � I I_I. 41. II[a li�.:6u c�J.i -:L ,i L. -,,,;6 , :.1. Ld : v 1. -f - Il. _1T� _. _ - I r. r _.I SIMPSON HGAM1( W/ (4) 1/4"x1 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. � LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. . THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)EDGES UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM i/ RIDGE FASTENED AT � � � DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od 2x4 CROSS BRACE APPROX. 8" & (2)1Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2) 1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) > SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @48"O/CFORTHE �� \1 (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� . W/ 10d NAILS @ 6" O,C. EDGES TRUSSES FROM EA. "NAILS �\ AND 12" O.C. FIELD END TYP. TOP & \ BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 274" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" Q.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I I I BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB S ECT I 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE. N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S j TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR .- X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N 41 NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `° 1 1 00 1/ 00 (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT 2 2' x 4" LAMINATIONS W/ 1 ROW O O 3 2" x 4" LAMINATIONS W/ 1 ROW O O 3 2" x 6 LAMINATIONS W/ 2 ROWS OF O O S O 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48' O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D - 0.207 , L - 41/2 OR EQUAL - " - ") (D = 0,207", L = 4 1/2") OR EQUAL O ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SCALE: N.T.S. ea 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—j I LI BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS 11, SECTION g SCALE: N.T.S. SCO OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES �- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ETN-/-TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD ( ) FASTENED WITH (3) 16d PER SIDE 4 SCISSOR GABLE "T" BRACE SECTION 3 SECTION 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"0/C rW00D TRUSSES SIMPSON HGAM10KTAw/(4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) Z W ,r BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 1--CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN me NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od 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 W 0 C W V N Ra Q 2 �.2 Cl)CL w �3 cr E CV 00 ri ' 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 Engineer's signature and seal. /I� , E / .9 OO N o ui w / N � 01 # .00 ! 1 0 3 Co N J # LL LL N LJi. W W C) Q a aY0 y @U_u- '� Z 4.a11 J a E Z 2 m o O o o W o�� ¢ W p may:. Z W N IL J O W U 't N M ZQ �' 2 U f- o� ❑a❑ u In z N M o� z 0 Q a CN N c") )v) z `o 0 W o L �N U) 6 W e �$ o U ) N e Q N m o w M J g Z Z a zo oo >o, Q o �7- Uco wz z® od F ro CL M0. 00 o E4 o "z g< �z d i wo cJ C ¢o = p U mo oLL Z z F -5 8�p <� �Z U C/7 T OLL � tll W = F IN co <0 F_ o wQ �a a C .0 T o6 ai rn N f— 0 0 C.0 M L MM Cc W TM w LO T r O 50 r U) ro 00 t— CN p LO CY) LO 0 0O O Lo N L.(7 .6 00 r ai E ,Z. N o Z E c E R U _j Q p JOB NO : 23-12154-12159 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ _ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <- 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEp, SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 1 ER P\ 1 0 1 1 e:° 112" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WIB —� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY �T .— — 4 4 ;= a . \' ° I M ' _1TI 7TI—II I - -III-ITf 6x6 W1.4xW1.4 I� T_ °' WWF OR FIBERMESH�r�l -1 I f-1T1-1 I I III °. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING - NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U) FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. JI W 3RD LAYER 1/8" THICK. U_ —INSULATION PER �r CHART ON FLOOR PLAN B R S6 S6 ' ETAL SEAT R FELT PAPER FOR 1 MOISTURE 1 BARRIER i STD. 901HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL W Cl) a- a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /� NOTE: EXTEND DECO FINISH / 410 6" BELOW GRADE ISH GRADE00 �-STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST _ 2nd FL00 BEAM/GIR 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/ (12) 8d x1 1/2" NAILS @ 24" O.C. 01 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION "END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1' ' ^ 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP =355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED _ FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP PLAN ' INSTAL 2"x4" CROSS BRACE @ 48" SIMPS O/C FOR THE 1 ST 2'-0" OF I I i I NAILS END WALL W/ (2)1Odx3" @ EA. BLOCKI END INTO 2"x4" BLOCKING IN KO B SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. SCREED LED PER MANUF. ON HETA20 w/ (8)10dx1 1/2" @ 24" O.C. INTO TRUSS NG & MIN. 4" EMBEDMENT LOCK R S6 RIBBONS DETAIL (FLOOR TRUSS) o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD N° (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH —_n_.. a. -- --------° — I -I I_ d . ° ° ° d° I I -I H III III= II=I Ill111 1llii Illii11lll ri I W/3" ON C. 8" 1'-8" 8" CHAIR W/ 3MIN CLEARANCE INTERIOR 2-STORY FRAME SECTION CS ADDITIONAL SLAB INFORMATION. v - 15/32"OSB r 71 IRF EXPOSURE 1 x II SHEATHING F xl PROVIDE II II BLOCKING AS REQUIRED PER II D II J) SECTION X-X IF 1 NOT FULL HEIGHT SHEET C II II II II JI G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I II T —7 II— 15/32" OSB EXPOSUURR E 1 F �.. SHEATHING II II II I Lu SOLID 2x III G ILI II II II I BLOCKING @ALL C SHEATHING 0 EDGES (SEE � III OPENING SECTION X-X III G III x ;j'L11 Rw 11 ilk x E 2x STUDS W — 111 I III II II I I BEYOND. � I 111 SEE PLAN a III I I II I II II 11 O II I-LI�1L-1-II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM tAIAI r M t—\/ATI/1A1 MlAr%MARA 3/8" "S" = NAIL 3/8'. SPACING S 3/4" S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X r'l'vi SFF�4/ 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w J PENETRATE SURFACE MORE THAW/8'. in ? QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u_ = © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. W E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL Lu LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >- ¢ r O in w18d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q xr—OOrn u) O H '' 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL �v w 0 O ~ MEMBER IF GABLE END _ U NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTkL @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA, x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C A. d ° CV ° ch I_I I I—i I I I° °d . IIIIIII� IIIlilll � ° A (3) # 5 REBAR ON 3" CHAIR 4" 1-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE —I 00 IIII� I �R 1 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. en CO N v o d� o a M U cv e.7 0-4 m 2114 ea H �C= < C14 :z — = P .0 m cc .� u ar (A g c E C M O N O a O O l t w 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. �R�4t��'a•' I'- a Ot E 0 N O M 8 r N .0 Affi�/y V 00 a) In J # ' P wig 0 � _ 00 tad LL W w p(, wM^o� y a- Q a v 2S2Sz . n 1 Co LJL LL 5 D. � U' 5 ZO � a Z O — � sy _Z m co 0 0 3r W W own ¢ m WT � 1- Z .y IL J CoO 0 w Z U 0 4 N co F=- x`t Z O ca) ❑❑❑ kf1 $ { � N M o g z z o Q � � v Q) _ 0 (� LL OLIJLn N .w cn v C W J I r � r , V =O y to 0 c d Q co 0 N aD 44IN �® a w C`-J M J w ZO Z Z < ;E ri ca Ei o zo - oo >N a Z© oa cu rO n � 00 o E o ¢ aO 00 ffz t wo 4� y m� 0 O .0 m �z 8 g1 1 z 5° a 3 z �w m <0 �G o az wa �3 c� E0 c� v o1� L ° 3 c .0 r >o 6 rn m �. N F- 0 (U O L r 00 00 LO 0 T r- U Un O 00 /�� v! m 00 F-- p L O CV) LO Q o O � N Lo Lf7 Q M Lid O Z E O v; N O « c a c� o JOB NO : 23-12154-12159 SCALE : AS NOTED SHEET NO. S6 (MONO) v N cca I N M v v- 0 0 1 L0 0 J rn N i N I r14 d- 1 N M z v v v- cn 0 a C 0 L0 00 N i N i i N r C) L v N i C a r14 N 0 v 0— v d] S L 0 c C J a c 0 0 v J LZ M CV 0 CN 0 0 5 a CN 0 w CN v 0 M w M m a� v cn SCALE: �" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUT NAILED MATCH NOS OTHER l 0, / V VFiL L ,r —A ALIGN THIS STUD WITH FACE OF 2ND RISER / P � T ` ___ \ / SYP CUT TO FIT ARS IN WALL I 2x12 SYPE3 BEARS IN WALL ' —2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ 14)1NAILS)d x 1 1/2" / (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND Z' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS I I ---2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12C-- I ' , tCONC. IDE MOISTURE I \ ECTION LZATTACHNTS / O 4' X2" O.C.—ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/a' X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ / TOP OF \ STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED— i NAILED / \I ' 2x� I DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED \ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ _ 1x4 GLUED AND NAILED TO STRINGER E�/ FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" " = 1'-0 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS L`f,W SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER \ / ,KOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW _ SCALE: .1" = 1'-0" -3/4 PLYWC ON DECK 2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN 1 SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY — �-(2) LAYER 4" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1 a"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW _ SCALE: 12' = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINAR 2X BLOCKING PSON MTS12 w/ ' 10d x 1 1/2"AILS FA 3 D D OR 2X BLOC:/KING 3 RISN� VARIE L3;� ECTION VIEW "H" SCALE: 1" = 1'-0" o N a N m -o 9 LU �� O ram... �+ ..- c CZ c0= -. t/f d O f0 � N Y d is to LA CD d c c� N c E h— ch N 0 N 00 VJ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w W 3 Xci' 6 Q of 8 O M N 0 v 'AlwP N Affi m ® l J dV � J u7 J w ' a a [i Ye U ,". co LJL LL S Z 13' O - : o m �v o o � b � � o o (p CD J m W W 05 91 LL co d w o w 0 co CN (n Z C U ❑❑❑ �. '... - W N (� CO O ryQO z o Q V N z � o � OLu Lr) o c 0 �V) f6CO- ELU : Q al U o o N pl Q oOm_ r_ o J w M J o Z < LL E ECo ® za oo wz }ry <R oa rpg — 00 OQ 0 &Z ¢z Vi to ¢ z Y m O Oz , O M J m ¢w ¢ ° O g Zz Q U5 3 a < a m < :1T� W 0 o w01 < ;o I I mV 0. a= OU .N r >� ai rn N C.0 Q) O i L r Co oo 00 LSD T T � r U O 60 T /CT- � vJ m 00 Z� �--.- 0 L O !_+ co L0 -0 O 00 r ai '^ C`V o Z Z U1 3 ! y E B a U _j Q p JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. ST DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. % ,,:; TO PRODUCT APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"0 X 3" LONG C .� F FURRING 3-1/4" LONG X 3116"!?i � � FURRING FURRING TAPCONS (2) ROWS 3/16' x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. - 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2"� x3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE 81 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T �- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS 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) 10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBa (TYP,) STD. 90' HOOK (l +5^ �LL NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 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 (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF 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 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH — IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL / / FILLED CELL PER FOUNDATION PLAN rR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE —j---- PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--L—AF--L CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) �O 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP 4 CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 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"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP &MID OCCURS WITH MIN. 3" COVER 6'-0" °. p'. -III-I fT 1Tfi; ,T, ,1T- �1 1=111=111- III=TI-LEI- —III— I 1=�1TI GRADEI- ° cl) p z_ \' T 2 emu. ° t, . (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" / 2x O�FRHq \ + OCF�GTN X + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION ("M SCALE: 3/4" = V-0" SS C1=G QWr:GT M AAIr) SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - r B @ FIRST COURSE �4 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAMI OKTA @ 12" O.C. W/ (4) 1/4x1 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st4 COURSES SOLID W/GROUT a 4 FOR OVERHANGS BETWEEN OVER 1 112" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° ;•" OVERHAN a' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 51-011 NISH F SCALE: N.T.S. #5 BAR xx V 10 a b e CENTERED W/ g . s K IN TOP I , a KNOCKOUT/ iv ° CHAIR BLOCK -1 J ° 0, MONO FOOTING e .a SIZE AND REINF. PER PLAN °. AND SECTION DETAILS r CLEAN FILL .> °. ° DIRT Z STANDARD o 90' HOOK N #5 BAR IN FILLED CEL L�, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. U N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 4 CV C= C14 _Si W 6 V -= u =. e�- ® c to C j e.r $ m x N -p N L N O 3 2 a9 == = "Es = d d c � v M N co Syr - 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' UJ I•t d� OT E � N o No c�co # '5 Lo W ,n LL 0) fn r� LL W 0 Q LLI a cN� ° c 3 a Y f J co u_ LL Z J 0 c Z r m v o 0 :5 ,,_ on du Q W��Q'w 1 _O J z z _w u7 N Z C �U 2 co �p N V co N b V ❑F Z �_.._ W CD V N M o� z N \ Q < Q J co- N z XU� a w lJ OLij M o �(/) eL 6 Ljj J pep w U o N o r_ o t o Z L� co E =o oo zo Q� 4 a p E V z zp oa t`°nso u o o E co o< o� . z 9�_ cco 12 W ra � Qo ¢o° O Y 'o Z z J U �o aw 6o 3 a ° 0 ft z go c"n 7 wLL aWT o wa ;o `ia Sq T >zo- 00 m N cu (D cry (3) O 1 L r 00 00 T T _� �i 07 U J oro (n or�o 00 _ 4--J CV Ln M Ln C) -0 Q r N LO CO 00- ui Ln N o Z rn z E Q �' E o ai a) a U J Q Q J JOB NO : 23-12154-12159 SCALE : AS NOTED SHEET NO. SS -- ... !11.�..i Hi r:u 91m.J iL i1 i SPACED �U �*DIAGONAL AT15'-O"O.C.MAX SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS A SECT. A -A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING A CM WEBS FOR NAILING SYP w/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER USSES HIP WEB SIDE OR BOTH IF REQ'D) G.T CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES. CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2, ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS (2) 12D NAILS l AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT -TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 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 DIAGONAL - AT T-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d - - COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING 3 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 @ W SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE • ••- - •- • ■ - 9� - ••. - alai 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-0" 2'-0" MIN. 01 LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. L� 0 0 1 0 0 0 07 1 I SPLICE 0 0 I 0 O 0 0 2.0 SPLICE BEYOND 2'-0" PART. ELEV. VIEW 1 All n r b DBL. KO. BLOCK MIN. b MIN. TYP. a a o 24" MIN. (2) 2x8 P.T. 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. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. MASONRY FLOOR TRUSSES SEE PLAN @ 24" O.C. I�SI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT('5�0 SCALE: 3/4" = V-0" WOOD OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—-,, PRE-ENGINEERED ROOF --� TRUSSES AT 24" O.C. MAX (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 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1 2x4 BLOCKING @ 48" O.C. MAX. W/ (2) 16d TOE NAILS @ EACH END 2" CLG. RUNNER FIRE CAULK \ RUNNER TO SHEATHING ABOVE AT EACH SIDE-7 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) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING W/ (2) 1 /4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF kP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 0 TEI 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/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE — FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. —� w v J a U) /7\.10A Tn C:KlAILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 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) a'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLK52 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 SEE 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. 0 LB FELT (SHINGLES) FIRE RESISTANT OSB 7/16" SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED CEILING BOARD OVER PARTY WALL 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. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" 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. WB 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 1x P.T. BASE NAILER ONE SIDE OF THE -STD. 90° 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 SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOI' ORD BRG. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) Z _I �a N 4"x4" INSPECTION PORT. AT �/—EACH FILLED CELL (TYP.) 0 (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 10 SCALE: 3/4" = V-0" REV. 05.24.23 PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. o ^ NAILER BASE BOAR[ PER SPECS. CONC. 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 10'-8" _�—DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL JH1Ii F.F. oo VARIES WITH b SITE GRADES SEE PLAN CV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N c d -o V C r— �. U - m LA_ ,.: = a O N M CQ H -a N s In If Q ® cj t` or, . m CD E cM N 0 N co N i O 1 7, .. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E.4 of $ N O N 8 N v f 4 N O° CD: 0 � ° 7 � N # LL LL s y (nrr-� LL W N a a �cNiv � w .4 cou Z O O �- warn L m V O Y o o o w w co m _� Q W U)�pjO' J G w _• N coZ U O r z ❑❑ OU ❑ W � N O 0o N � o � � Q v J M Ul) 2!o Q) C 0 U 0 �, oW. In c �N a m L.0 E If... o N co 1 Q .16 N I� ti o Jz J M 0 ' Z Q Zo ZQ � U� �� <� vs o E o< a 0o S< �o wo �z ww � �J ru C � � <o = y ma O ILL Co v J 8 �m <w �N Q n Z Z go C> m � <f a �w cc ff _ _� M v oIa a� � 3 o T > 00 Z a; � � C cc L CO 00 00 � T 50 C m 000 F- 0 LO M LO O N LO CO N r c w o z Z � rn E a `m a E a� v _j ¢ o JOB NO : 23-12154-12159 SCALE : AS NOTED SHEET NO. D 1 3 v N co I CV I- v v- cn 0 0 LO LO J rn N �c N 1 M l Ct• N i M r F- v Co 00 O 0 J N I N i M N r•7 N r of i v v o- V) 0 Q i i H 0 v a E 12 0 CD E O z v c c J a 0 a J r7 0 oo oo 0 a tV O 0 00 C, 0 0 w Zo z w 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY -----------.ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCKALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS NAILING FLANGE "" WEATHER ✓E BARRIER & ?ARII Y SFra IRF WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING 1� 4 SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4" PER PLAN V-0" PER PLAN G SHOWER SEAT v SELF-ADHER a SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4°-1°BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING; BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other a proved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied p pp 9 p pp horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 -- inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM Jolsr No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade A I Ill 2 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. Ila INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 5 I I I I I I I I I_ ►j 1= II X / I I_ I I I I- 1= I Z Z II 0- a_ = 11 a LU PLASTER STOP W CONTINUOUS BACKER U ROD & SEALANT W w Q LU w �° A IU) Q w W m I I I I I I I I a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING 11 H STRUCTURAL SHEATHING - STRIP OF SAF --- ---- DRAINAGE PLANE WRB BOND BREAK WR13 I V \ I q I SF LATH j I I X\� I t I I it I P BACKER ROD IS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing ;C Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O R'V e W O CL ^b U c evwN O -' „ m ,a C N Cc d of CM fn N is ti a� CD E s 3 � • u o c E M CV 0 CV 00 N .J A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E ro 9 OEM C K 0N_ J i of �p In L J r� LL got `` VI 0 N o 0. w H era �rhv o 5 Aloft Q i� a Y M U J _ zo 4r,z o Z 2_ m q w o U �0 j .� N O m LU Q 2 ap O ¢ Z W � o Xo w NLW05 Z L0 N Z Q U= N Cl) �q Q N Z O U ❑❑❑ W � N M o � z < J N (n vs /t(D� W E ra V OLU o t/) 0_1 r6 r- U c w r #�IsR.'� �-- J '1-' - In��1, z� , L 8 �11Lx10�1I ci �o a C o _D 0 4 0® o w Mw M O z < U_ E @ E p C, CJ Zo �o oLL w z Y m ¢ N zp ❑ a uio o E o < z SO ¢z a 0 00 zF m J m 'aw F a o Z Z ao Ron T Z N F �O c7 WF �0 a = zR 00 c .s r E > 00 iD rn ca T CD L CO 00 r- 00 LO T- r r - LA-) O 00 /� V J 00 OTO I-- p LA� ce) LO 0 N Ln 00 T m Z, N � o Z z E 0 a E U � q 0 ` JOB NO : 23-12154-12159 SCALE : AS NOTED SHEET NO. W P R 9§9MT§(9Affff Mounting Brackets (10 Gal 4-1Rr2°x4-1Xx2-12" Ti Back Crass Support (May by cut to W) Sty Anchor �cftecfule Fight Bracket (16 Gauge) Bolts 1(2" Dia_A325 C,1aly, fTyp,, 0 IT 0 #14 5elf-DriliiN /y C {p Strev#3 kC UNt Bwutto m Edge • Hurricane Strap UN'asttors (TVpica I; 3 an ftcNnt) �" Front Cross Support Self -Locking Farts (May be cut tow) Left Bracket (16Gauge) #14Self-Drtling5,cfewsThruBrackets6 kark Crests Suppfart intcl AK Unit Bottom ride {Typical. 3 each side for hurricane use) 4lx 11, anxtalloousi anaar-Y4u:*.iena are pnrsculect wills e-h P-nu- liar -R.- i i]aliwtn:g ava "ic Ulm" reellip e �1 Code Tvoe Vereien Manufacturer Affirmation 2020 SmallV t Pnoduct..1- Category: STi d.el C-loortuts SubC tsgory. Products Introduced es a Result of New Technology Compliance Method' Evaluation Report from a Florida Regkt.rad An.Idta t m a Licensed Florida Professlonel Engineer FL081248 Products. Sea Product Model Nrunbarvr Name 1 Smart Vent M.d , #1540.510 2 SrnartVent Model #1540-511 3 SmadVan[ Model #1540-520 4 smart Vent Model 91540-511 5 6me dve, Model 91540-524 6 Shiurvanl Model 91540-570 7 SmartVanl Model#1540-574 Code T pe V... I, Manufacturer Revision 2020 Drexel Metals. lre. Category: Rooting SubCateg-T.. Metal Rooting Compel ante Method: Evaluation Report from a Florida Registered Architect or a Licensed. Florida Professional Engineer F.Ii(i IM-R&Products s$a # Product Model. Number or Name 1 )m , Metal Roofing Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 of 1 12J11I2021 entity or P,,gt Date Date Pentlina .CIS€ Canned Engineer&License Valldaled 8v Validated Submitted FBC Aopmval Ago,.d $talus Midraal Graham Hermes F. Nor- P.E. Lake Borden RE 12/162020 12MW020. 12)28/2020 Appic-d r B77)441-8368 PE-73770 (334)3DO-1800 Info@smertvent.emt Quality Assurance Appmvedreir Use Approved for Use Impact Design Prool l Descdetlon Contract Explralon Date In HVHZ Outside HVHZ Resistant Pressure Dual Function Floodand Ve Iauon Vet 12131 f2023 Yes Yes WA rrl"100 Dual Function Flood and Ventilation Vent 1213112021 Yes Yes N/A t1+100F100 Insulated Flood Vent 12131 f2023 Yes Yes N/A U0/--100 lrad,tad Flood Vent 12/31/2023 Yes Yes NIA .100f100 161kquit; Garage Door Flood Vent 12/31/2023 Yes Yes N/A WA Wood Wall Insulated Flood Vent 121312023 Yes Yes NIA +1001-100 14.5&quota Garage Dow Flood Vent 12n J2023 Yes Yea N/A N/A Florida Department of Business & Professional Regulation Page 1 dfl Building Codes and Standards 1114/2021 Product Approval Application Detail Entily ern Date Date Pentlina Data Contact EnpinaoraLicmrea Validated by V,Iid ty fibril d FecApproval A-vad all Jason Shumate Zachary R. prieaf Locke B-den P.E. 08,10n020 081O9/2020 Oe2arz020 IWI W2020 Appr-.d (502)303-1511 PE-74021 4334)300-1800 Ianumet.@dr-men.com quality Asau se Approved far U a Apwoved for Ilse Impact D iyirin Produel Description n Cetrail Expiration Dae It, HVHL outslo.l Resistant Pressure DMC 1 DONS, DMC 15OSS, DMC 175S, DMC 200S, 12/312025 Yes No NIA +01-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 d4 3Xr2= .� .'�.a, ,. �.» ... __ r�i'f-- �.:�� v.n �'a. .a�Msn.e•.-� "`-_aasr'��.�:.§�. ,t�..9.> �,._#S�Xr.:� �.- r�'��`. Y' .M�'Y:`u�.. .e.."�^".a:.1r�.v4_,-u ,t_... :'�; .,_. �-.�..E Coda Entity m Date Date Data Pali Vato Tv Vorsidn Manufacturer Contact Elton....&Lc Vafidated av Vandal Submitted FRCAaorovai A... ved Stet.. Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon FSchmidt. P.E. Ryan J. King, P.E. 04115f2021 12r31t202D 0422R021 06/0812021 Approved Categ ry E lanor Doors (800) 843-762a PE-43409 (813)757-6s55 SubCatrgary: SiJogmg Eercrim Door Assemblies sloop ersen@thermetru.c Compliance Method; Ev.luaton Repod from a om Florid Registered Architect or aLicanged Rolle. Praress onel En gin ear FL#20488•R5 Produois Quality Assurance Aovroved for Use A--d for Use Impact Dsaion Seg# Pratluct Model. Numbarar Name Product Decoration Contract Exo g Data In HVN2 Outside HVHZ Reshtant Pressuf$ 1 ..Therma-TN Fiber -Classic antl Smooth -Star Nominl88#l39;8&cud:lmpad&quot: Opaque 12!s12026 No Yes Yes 1`11A Composite Edge Fhergass Single Door (In,,Ahg'Out-ing;X confl umlion 2 b.Therma-Tru Fiber-Classicand Snoothb4ar Nominel 6'8&qud;lmmih&quot Opaque 12J31202$ No Yes Yes NIA Composhe Edge Fiberglass Single Door with Sill (InswingiOult-ing: XO. OX or OXO configurations) 3 c.Therma-Tru Fiber -Classic and Smooth -Star Nominel 6'8&quee;impad&queq Opaque IW3112026 No Yes Yes NIA Composite Edge Fiberglass Double Dom with or .10thout Sideehes (InsvringlOUlawhig; XX w OXXO configuretlens) 4 d. Th.nna Tru Fiber-Classie and Smodh-Star Nomlel B&#3a;0 &q d,impad&quoi; Opeque 12/312026 No Yes Yes NJA Componite Edge Fiberglass Single Do. {In InBJOulsvring X figuration 5 e.Therma-Tru Fiber- Classic and Smooth-&ar Nominal 68#39;0&qud:1mRmh5quot; Opaque iWI2026 No Y. Yes WA COmpceite Edge Fiberglass Single Door with steel lta( )'I e,ingiQul wing. XO. OX w OXO configurations) 6 f. Tharma-Tru Fiber -Classic and SmagthSiar Nenumil8&#39A&quit Imo d&qu i Opaque 12131f2026 No Yes Yes NIA Carlposit. edge Fiberglass Dauhle Door coat m "i lout Sidalites flnsning/Oulsaing; XX of OXXO configurallons) 7 g. Them.-T. Fiber -Classic and Smooth -$ter Nominal e8#39;8 &qud:hTped&quoi: Glazed 12J312026 No Yes Yea WA Cmnp-H, Edge Fiberglass Single Dow (Inswing/Outswin9 Xcenfigundion) 8 h. Therma-Tru fiber -Classic and Smooth -Star Npm nd fi&#n;B &q..1jr pad&q-t; Gaead! 121312026 No Yes Yes NIA Componite Edge Fiberglass Single Doorvhth Sidelites) (InswingiC ulswing. XO. OX or OXO conaguriinons) a I. Therma-Tru Flber-Classk and Smodh-Scat Namtnal 6B939 8 &qud:lmpact&quol; Glazed f 2J312026 No Yes Yes NIA Campouta Edge Flhergla. Double Door wlth.or with !Sidelites Insran /Oulswn ,XX OXXO ( 9 9; a Omflgurations) 10 J. Theme -TN Fiber -Classic antl Smodh-Star Nominal 8&.#39;0 &qud.. lmp.d&q-l; Glazed 121312026 No Yes Yes WA Composae Edge Fiberglass Single Door On ng/Outaa;n9 x is nation) 11 It. Therma-Tru Fiber -Classic and Smooth -Star N.nrnil&&#39 o&q dl p ct&quilt Glazed 12/312026 No Yes Yes NIA Composha Edge Fiberglass Single Door with 8ldel a(s) (In-Ing/Outawing: XO, OX or OXO configurations) 12 I. Therma-Tru Fiber -Classic and smooth -Star Nominal 8&#39:08UqudJmPeet&quoi; Gezad 121312026 No Yes Yes NVA Componito Edge Fiberglass Double Door with or •akhaut Walk- (Insring(Oulswing XXor DXXO doitguta I-, 13 m. Themra-Tru Flber-Classic and Smooth -Star Nominal 68439;8&qud:Imdacl8Uquoi: Glazed 12/3lf2026 No Yes Yes WA Molded Open Composite Edge Fiberglass Single Door (hswing/Oulsuing; X configimtionl 14 n. Therma-Ton Fiber-Chassic and Sra-thSlar Nominal6'88.quot: mpect&quoi: Glazed 12J312026 No Yes Yes WA Molded Open Composite Edge Fiberglass Seigle Door coil Glazed Molded Open Sideile(li P l {Insringio.ts mg XO, OX or OXO ccnfgurafions) 16 o. Thelma-Tru Flber-Classie and Smooth -Star Nomin2l6&#39:0 &quohimpact&quvt Glazed 12)31(2026 No Yes Yes MIA Molded Open Compeene Edge Flb.rglass Double Door wkh or without Glazod Molded Open Sidaliles Qnsadngroube. Ing; XX or OXXO configurations) 16 p. Therma-Tru Fibar-Classic and Smooth -Star Nominal 6&#39 8 "lmpmdaqua; Opaque 12MI2026 Pro Yes Yes MIA Composite Edge Fiberglass Single Door•alith Molded Open Slddiloes)tIn,. ting/O tsv rig; XO; OX or OXO configurations) 17 .Therma-TruF er-Classic and Smooth -Star q Ib Nominal 6'88quotlml7%ck&quoi; Opaque 12/31Y1026 M. to Yes Y es MI A COmPP$Ile Edge Fiberglass Daboo D-lith or without Giezed Molded Open Sidelites (InswingrOutswing: XX or OXXO configurations) Florida Department of Business & Professional Regulation Pas.1 oft Building Codes and Standards 1W2021 Product Approval Application Detail cpgp Entity or Lei a Data Data Penang net. TyLe Vanilla n Mani#acturer Contact Enolneer&License Validated By Validated 60pritted FBC ApprovalApproved! Status Revision 2020 PGT Industries Jens R--akl Miami -Due BCCQ-CER Miaml-Dada BCCO-VAL 117192020 101262020 1V241=Q Apprweel Category: Extedof Doors (8411496-0100 r,7a6) 315-2590 Subcategory: Sliding FAedor:Doa Assemblies. jr-M,ki@pghndustri.s.c Compll-ee Method; Ceriifcahon hie rk or Listing om FL#251-R33 Prodjus Quality Assurance Approved for. Use Approved for Use Impact Deslon Sea# Praeuct Model. Number er Name Roducf QBscriptipn Cgutrae[ Eknlrad" Date a . Wall all HVHZ ReelstaM Pra�um 9 SGD-5570 (Large Ka,4e mpad! Vinyl Sliding Glass Door 04/142021 Yes Yes Yes NIA July 17, 2023 s required by Florida Statute 553.842 and Florida Administrative Cade 913-72 lease provide the in brmation and approval numbers on the building components listed below if r p p pp � p they will be utilized on the construction project for which you are applying for a Cate goryr/Subcategoryr Manufacturer Product Description !Approval Number(s) Test Pressures Exp. Date 1. EXTEPJOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON-IMPACT)1=L 0 1,.1 + 7.01, 7.0 psi 12/31/2026 ThermeTru Fiber -Classic and Smooth -Star (IMPACT) 1=L20 8 + 7v0/ 7.0 psi 12/31/ 026 ThermaTru Fiber -Classic and 'Seth -Star (IMPACT) FL20470 +80..0/-8 ,0 psi 1 ''31/20Z B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 psf 12131/2024 PGT Series 5570 NOA 21-0205�03 +38.7I 8..7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12131/2023 Mayne -Dalton Series 8000/8100/8200 #1123 (18? 7) FL8248,10 +30.01-33.5 psf 12131/20.23 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34,41-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG1 Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE DUNG MI Windom and Coors Series 185 FL17498.2 +60.01-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10120 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-80.0 psf 10/17/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.01-55.0 psf 2/1812024 Pella Corporation Series 10I20 FL11161 +30, 01-30, 0 psf 1/28/2024 Pella Corporation Series 10 SlidingWindow FL12811 N/A 512512031 C. FIXED MI Windows and Coors Series 3500 HP Pam'' FL17845.5 +70,01-75.0 psi' 4/30/2026 PGT Series 5520 FL243,5 N/A 4/30/2025 Pella Corporation Series 10120 FL6694 +50,01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION Ml Windows and moors Series 5764 FL15353.2 N/A 1213112024 PGT Series 5500 FL261..1 NIA 5/26/2026 E. OTHER 3e PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 1213112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL152721 - FL15272.2 +75.0175,.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54,21-54,2 psf 7/30/2033 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 1211812025 B. UNDERLAYMENTS Tamko (for Shingle Roo# 151b Felt Underiayment FL12328 N/A 611/2026 PI lass for Tile Roo y9 USA, Inc, � POLYSTiCK TU MAX FL5 59 N/A 12123i2023 C, ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp OfRidge Vents FL 6918,1 - FL16918,4 NIA 919I2026 Florida Metal Products, Inc Vent RV10 FL215803 NIA 1213112024 Lomanco Inc DA4 Exahust 'Vent FL17202.1 +97...51-97.5 psf 12110I2025 E. ROOFING TILES Boral Tile Villa 900 FL7849,.27 - FLL7849.28 N/A 1213112025 Boral Tile Saxony 900 FL7849;.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS1 DMC 150SSr DMC 175Sr DMC 200S, DMC 5V FL17879.1 +01-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12131/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869A NIA 12131/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES TES ITI Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSLT LSL FL6527.1 - FL6527,.5 NIA 10131/2023 D. MATERIAL Cast -Crete Corp High Strength Concrete Lintels NOA 20-0630.15 NIA 9111/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 1 1 i I I I 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) a--N N N Florida Department of Business & Professional Regulation Page l of U)CU.�+ Building Codes and Standards 1252022 Q (� Product Approval Application Detail ., n•,a,. a. "' 'ti•' .< '&-....... a„ _...�;•e 'vxk .., 'x "+'-e...,.s-k, F:r : .i h< a. .%`m:.:.: y Y. Z` .;_.' ,.+nn,r .- ,N .•, �.,. _., � ,:�. v h" „ ''ia »t y'+„�.-,.' 5�.'�, 3. � � #,^�T q�?sl�!; te�r`` . T7. « .., c7 ,� �:. .n.� fin-, ., :... �� ,�:. .,..u., •_ -.,. z��'>:.:.. ... � <.�. Fq'a x, �_. ,. W � Q Yi Code Entity or -r e Date Data pending TVue Version Manufacturer contact Engineer &License Validated av Validated Suemitted FgiCApprovai Approved Status Recision 2020 Therma-Tru Corporation Steve Jaspena n Lyndon F. Schmidt, P.E Ryan J. King, P.E. 07123r2O20 07/1 n020 0712g12020 10143/2020 Approved '^ �W Category: Exterlor Doors (800) B43-7628 PE-43409 (813) 767-0555 v, Subcategory: Swlriging Exterior Door Assemblies spitperean@thermatru.ov /R Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida �•! O Professional Engineer _ F1420470=R3 products 0 L • L Quality Asaumnce Approved for Us o Approved for Use Iona Damn O Sea # Product Model, Number or Name Product Description Contract F�cpiration Data in HVHZ Outside HVHZ Resistant Pressure r/�Tt� rt•� 1 a.Therma-Tru Flber-Classic antlSmooth•Ster Nominal 5'8&quotlnipact&qum: Opaque 12J312022 Yes Yes Yea I(4/A 1,y O -6-l' y,.- ♦V Composite Edge Fiberglass Single Door ? `�J > (inswingloutswing, X configuration) (n }� 2 b. Therma-Tru FilerClassic and Smooth -Star Nominal 6&#398 &quotirnpac[&quoi OPaquo 12I31f2022 Yes Yes *"'A ^ E ^' Q Composite Ed a Flbe lass Sin le Door Win '^ W W Sidelitte(sl(I nsWng/Ouis^nng XO OX or OXO VJ Q configurations) C2 •� (n Q `V CD 3 c. Therma-Tru FBier Ciessic.and Smooth -Star Nomnal 6&#S9 8 &quotlmpact&q not Opaque 12/3112022 Yes Yes �� L� �� a.L Composite Edge Fiberglass Double Dogrwdh or vAthout Sidelites (Inavnng/Oubering, XX of OXXO W mnflgurations) 4 d. Therma-Tru Fiber -Classic and.Smooth-SYar Nominal 8'0"lmpaot" Opaque 12131/2022 Yes Yes Composite Edge F1wglassSingte Door _9- (I"Wrg(Outswing; X configuration) 5 e. Therma-Tr11 Fiber-Classicand Smooth -Star Nominal 5'0&gom:impact&quoi Opaque 12J3112022 Yes Yes tiYi Yes A Composite Edge Fiberglass Single Door Won Sidellte(s)(I nsv6ngfClutsMng. X0; OX or OXO to G configurations) • N 6 L Therma-Tru Fiber-Classicand SmoothStar Nominal 8'0&quot nnPad&quot Opaque 1213112022 Yes Yes NIA -= Cwnposite Edge Fiberglass Double Door with yr N co vnthout Sdlelites (Insw:nglouksving; XX or OXXO Q configurations) '' � W 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 38llil 8 &quetlmpact&quoi Glazed 1213l 2O22 Yes Yes as /A m G Composite Edge Fiberglass Single Door s 1 (InavonglOutswing; X mnfiguranon) m i.1 , 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 &quetlmpact" Glazed 1213112022 Yes Yes s NIA fY Composite Edge Fiberglass Single Door witth O t� to Sidelite(a)(Inslling/Outswing; XO, OX or OXO -d y wntiguradon5 -,..+ :lop i. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6'8 "lmpad&quoi; Glazed 1213112022 Yes Yes Yes '_ N Composite Edga Fiberglass Double Door Wth or 'a 9M, without Sidelites (InswingfOutewing;. XX or OXXO y configurations) fL 10 j. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:08quotimpad&quat; Glazed 1213112022 Yes Yes Yes NIA .tea Composite Edge Fibergless Single Door (InaWng(Outswing; X configuration) 11 k Therma-Tru Fiber-Classicand Smooth -Star Nominal 8'0"lmpad&quoi; Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fberglass Single Door Wth Sideiilo(sl OXvr OXO configurations) 12 LTherma-Tru File -Classic antl SmoothSter Nominal 88#39;0 &queklmpad&qupC Glazed 12/312022 Yes Yes Yes NIA m Coposite Edge Fiberglass Double Door with or without Sidelites QnswinSfOutswing;XX or OXXO configuradons) 13 in Therma-Tru Filer -Classic and Smooth -Star Nominal B'8&quotimpad&quo[: Opaque 12J31 t2022 Yes Yes Yes NIA Cert lie Edge Fibeglass Slog le Door wAth &quo; Nor-Impact&quoi; Sidelite(s) (Insuwngloutsvriig; XO, OX or OX0oonftg.rations) 14 n. Therma-Ton Filer -Classic and Smooth -St. Nominal 6'8 &quotlmpad&quoi Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door win &quota Non.I mpact&quoi; Sidelites (I nia AoglOutsrafhg; OXXO config uratlon) 1s o: Therrm-Ton Flber-Classic and Smooth -Star Nominal 8'0 "lmpact&q not Opaque 125112022 Yes Yes Yes N!A Composite Edge Fiberglass Single Door Wth &quotNon- Impact&quoi; Sldelite(s) (M.Wngl"b"ng XO, OX or OXO conig uration5) 16 p, Therma-Tru Fiber -Classic and Smooth -Star Nominal 8039 0 "lmpad".Opaque 1213112022 Yes Yes Yes NA Composite Edge Fiberglass Double Door with &quoi Non -I mpad&quoi; Sidelites(I-WnglOdd-mg; OXXO configuration) 17 q. Thermo-Tru Fiber -Classic and Snrooth-Star Nominal 8&#39i8 "Non Impact&quot, Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass. Single Door (Inawtngloutswh9 Xconfiguration) 18 r. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#398 &qudtNon-Impact&quota Opaque /213112022 Yes Yes No N/A Composite Edge Fiberglass Sing le Door with Sklellte(a) (InsWng/Outswdng; XO; OX or OXO o0nfigumtlons) 19 s. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&939;8 &quotNon-Impaot&quot Opaque 12J3112022 Yes Yes No NIA Composite Edge Fiberglas Double Door With or vdthout Sidelites (I nswingfOutswing XX or OXXO configurations) 20 t. Therm-Tru Flber-Classic and Smooth -Star Nominal 8&#";0&qu.tNm-Impact" Opaque IMIJ2022 Yes yes No N1A Composite Edge Fiberglass Single Door (InssMnglOutswing; X configuration) 21 u. Therma-I'm Fiber -Classic and Smooth -Star Nominal 8'0 &quotNon-Impad&gUot; Opaque 12131I2022 Yes Yes No NIA Composite Edge Fiberglass Sing le Door with Sidelite(s) (I nsAng/Outsvving; XO, OX or OXO aonfiouratlonal 22 v.Therma-Tru Fiber-Classicand Smooth -Star Nominal 8&i 0&qumt Nan-lmpacl&quo; Opaque 122V2022 Yes Yes No N!A Composite Edge Fiberglass Double Dopr sith or without Sidelites (I new nglOutswing; XX or OXXO ccnfigulatiores) 23 w Therma-Tru Filer -Classic and Smooth -Star Nominal 6'8&quotNon-(mpad&quote Glazed 1MI12M Yes Yes No N/A Composite Edge Fiberglass Single Door (InswinglOutewing; X configuration) 24 x.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8&quofNon-Impad&quot Glazed 126112022 Yes Yes No NIA Composite Edge Fiberglass Single. Door with Sldellta(s) )InsvAng/Outtevang; XO, OX or OXO configurations) 25 y.Therma-Ton Fiber -Classic and Smooth -Star Nominal 511",8&quotNon-Impact&quit; Glazed 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites pmslMnglOutamnW XX or CXXO configurations) 26 z.Therma-Tru Fiber-Classicand Smooth -Star Nominal 88#39;0 &quotNon-impad8quot; Glazed 12f3112022 Yes Yes No NIA Compoaite Edge Fiberglass Single Door (Ins Ang/OutsMng, X configuration) 27 za.Therma-Tru Fiber -Clack and Smooth -Star Nomnal 8'0&quotNon-impad8gUm; Glazed 1Ml2022 Yes Yes No N/A Composlte Edge Fiberglass Single Door with Sidelites) Qnswpg10utsWng; XO, OX or OXO configurations) 28 zb. Therma-Tru Fiber-Classicand Smooth -Star Non -I8&#'.A;C"Non-Impact" Glazed 12J31/2022 Yes Yes No N/A Composite Edge Fiberglass Double Door with or vnthoul Sidelites (I nswingfOutsvving: XX m OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 ore Ia5rzo21 ±. b`�S."s � `� " � : , b b .. '•'tr �y.,e-a`-v}', � � S��bs � �€�€.�^�i��'-_�°s� ..yy � ,�m'a.3'.�3�i cr i+�'€. h S`:.' N E- J.- 1 . C da EntrM m gw. Data Date Pendis, Data Tv. Version Manufacturer Contact Enoineer& Lid- Validated By Validated siS 6m t' ted_ F@C Approval Age- Status Revisiw 2020 M Window-ed Do.. Brent Saurian Luis Robert.t.- Steve WUrich. PE 9 n 1 1 tOPo6/2020 10/062020 0! 52020 12/152020 Approved Category: EMarlor Doors (717) 585-3300 PE-62514 (717) 317-8454 Subcategory: Slidng Exterior Door Assemblies bsitlinger@mh.d.com Compllalce Method. Evaluation Report in -a Florida Raglstaled Architect or a Licensed Fonda Prdfesslcnsl Engineer FL#133324ie P ooudta. .. Quality Assurance Approved for Us. Aeoreyed for Use impact 046104 g. Produvt Medal. Nunrill or Name tV11MINUM product Descrlo6011 Contract Exvlration Data in HVHZ Outside HVHZ Resistant Pressor, 1 SERIES SGD. SERIES 420 ALUMINUM SGD OXO 12/3112D74 No Yes No NJA 145-3r4&quotx8O&quot NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OX XD, XX 12/312024 No Yes No NIA 96&qud;x608qud; NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312024 No Yes No NJA 145-3148quotxO6&quet; 4 SERIES 420 ALUMINUM 300 REINFORCED SERIES 420 ALUMINUM SGD REINFORCED CX, 12J3120Z4 No Yee No NIA XO. XX 938'1""X9S&quot 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED XXX 127312024 No Yas No NIA 143a"; x36&quat; Code TY varsan Manuracturer Revision 2020 Wayna-Daltonu a division of Ovamead Door Corporation Category: Exterior Doors Subcategory: Soclimal Exterior Door Assemblies Compllene.Method: Evaluation Report from. Florida Registered Architect or a Licensed Florida Professional Engineer FLIMIMI8-R20. H'adual Se. # Product Model. Number or. Name 3 BOODIBIOO18200 #1105 10 8000/8100/8 00 #1123 2 11 g000/8100/8200 #1124 Florida Department of Business & Professional Regulation Building Codes and Standards aw Product Approval Application Detail PIN ne Page 1 of 2 t>Br2021 entry ar p-g(e :we Cato Pending 044 Contact Engineer&License Validated 6y lido uSomibetl F3C Ao-ral Aoonc-ol Status Dlryne Komish John E. States Jerfrey P. Arneson. P.E. loll 2/202D 09292020 1=3/202O 12(15f2020 Approved 133m 763-8121 PE-51737 (904)B21-5200 dkorn shrHwaynP tlaitm.c C�! Assreance Avenging! far Use Aparpvad for Use Impact Design Producl DBscrlutlal Comracl Exolrallon Dale In HVHZ Oulalde HVHZ Rulstam Pressure 9&#39', Me. width. 14&039; Max height Glazing 121312023 N. Yes Yes -31.001a5.00 avallable In top Or Inteanedieta sadipn. 13941); Max »kith 14&#39- Max height. Glazlri 12/312023 g g No es Y. Y. Y 3 33 vp rm av st alUe inn or cote ediate calm. 106#39: Max width. 148#39: Max height. Glazing 12r312023 No Yes Yes +34.40/--38.30 nvailabie In top or Intemnedlet¢ seetion. Florida Department of Business & Professional Regulation Pagel eft Building Codes and Standards seD21 Product Approval Application Detail Cade Entity w Date ,Date Dab Pending Data TV" Veraton Manual rer Contact Ermineer& Lidense Validated By Validated submitted FBC Aooroval Aphrovetl status Revision 2020 Cmrl.s DlWslpn dAADG, Inc. Tom Reltey ILL LLC Troy Bishop. RE. 1211 D1202D IWOi2020 12212020 Approved Category Exbd.,13 o f641)494-2813 (954)$47-0880 Subcategory! Extui.,D or Components tom.rattayQgassaabloy.CO CpmpllaneA Method Certification Mark or I.Kti ng:. in Flarl 16P,118 Pirgell... .:. Quallin Assurance Approved far Use Approved for Use Impact Deslan Sea p. Product Model. Mumbler or Names Product D lscrlptron CoMracl Emlralion Da[a In HVHZ Wilkie HVHZ Resistant Pressure 1 607. 707, 727. 747, 757 777. and 647 Single and Pains of Flush, Glazed and Louvered single and pairs of 1 VS12025 Yes Yes Yas NIA Doors holl.., lnetel door,. Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards rseozl Product Approval Application Detail "Ea Enlih, tar Date G-ta Oate Pendhm Data yelsleD Maltrtaahar Cnutaat ._n u+eer�& 1 nr g Validated By V Ild,,d rig Amlhd FBCARIa l ggal Revision 2020 MI Wind -sand Doors Rrenl Snlinger Amene-Arc1nift- urat Steven M. Urich. PE 11/17/2020 11/172020 112712020 Approved Category: Windows (717) 3853300 Manufacturers Associetlon (717) 317-8454 Subcategory: Single Hung bairn ngar@mPad.com Compllanes Method: Cerlf oettioa Mark a Listing Oualltv As-ennrarce Approved for Use Approved for Use Impact Deslon Sae# Product Model Number or Name Product Deswiobon Contract Exolratlon Date In HVHZ Outside HVHZ Reststand Pressure 2 165 SH 52x72 Fi.,Flenge Frame IG/SG Single Hung 10482023 No Yes No +60%80 Laminated Glass E W Z W `C 0 iL 0 0- 0 0 L� U CC o0 O L� LU G a N Z J Z Q J SHEET NO. PA 1,0. V TI.1 1UR-111 i 1r1 F -i 1 1 I 1 -- -- -_ _.. - . Ida I. I.. f;FTEt III ..lA d.. E11i INN ii YiNki7g.Nf r 'a Vvl6 killinkilaill:. i, Isdl411r4 I I I I. _1�_` Q) (D FF C_ - M a) -4.- Florida Department of Business & Professional Regulation page 6 of 9 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business& Professional Regulation page I nirl Florida Department of Business & Professional Regulation Page I cir 1 0 0 > Building Codes and Standards 1125=2 Buil � cling Codes arid Ste India rds 1A1,1121 Bukling Codes and Standards lr;292I Building Codes and Standards 7n 71.023 = 0.+- =3 2 0 Product Approval Application Detail - - ___ Product Approval Application Detail Product Approval Application Detail Product ApprovallAppliration Detail L_ = (1) 0- 0 0 L_ (3) , � — - " � - 11- code Entity o Date Date Date Pending Date I'll I - - - _ wx1 = C113 70 a- . Type Version Manufacture Cortaro Emainoter&LIcnamse, Validated 8 Validated Submitted FBIO Approval Anproved statu Cod- Entity or Cato Data Dati, placcina 2M TV P - Vorsian mantrioncourar Boosted Engin-& Li-rus. Vinlld.Wd By vailidated subcontract FBC Amornwal Apo.- status C.". Tvos Viand. Manufacture Efitih, . "a 29, Contact Micaroer & 1.1canstir validatedi By Validated submitted Date Pori 2di FlICAPpreval Approve status code T'i". Varsidn Mangit,duarrar Minth Owed Erodinee, 8� Licamse Validated Or, 299 Date Date leend4ra Validated Iosibunifted Foe A-codad Due A,-wd Shot- . a '.4i, lW (D Revision 2020 Theorms.-I-ru Corporation Stelird i.aptarson Lyndon F. Schmidt: P. E Ryan J. KIN, P.E. I D10712021 M1 812021 1 Dill a'2021 12fl5f2D21 Approved 0 .4-0 U) -1�-- Category: Extend, Door (80o) 943-7628 PEA�409 (813) 767-6555 Affirmation 2020 PST Industries Jons Roiusihiki Miand-Dad. SCCO - CER Whanni-Dado BXO - VAL ll,A)Sf2020 1110SO020 1111112020 Approved Wood- i9411 "13-0100 315-2590 Revisi. 2020 MI Wird-siand Door, Brent Ballinger Amer.rAo.liftieddial Steven M. With, PE lW1512020 I 046M20 355-&100 Manufacturers Assochall. 317-6454 10/1912D20 Approstd Revision 2020 MI linsindono-d D-,e grant Stinger F-brall and Grading sit- M. unch. PS IWIV2021 iafiag/M20 10/7212021 Apip-d (__ . - SubCategory-. Swngrg BOarror Door Assemblies .ja.p.rscin@tho,n-tu.- cadiagPiry; (786) SubCollaigiciry; Single Hong F."'okitlipgtoduotat Category: Vulficadwe SuldCalagary: Horizontal Sider (7171 (7117) bvifiligerom1wil.corn category: Windows m7r) 365-a3oo findustryAlh .... (fienniarly, t7117) 317-13454 a) -0 0 Contplance Method! Evaluation Report f- a in Courruril ... a M.th.d: Certification Non, or Listing car Completion. Method! Cartflicated Mark or I-Natirg S.bCot.g.,y: Fixed Method: b1iVio9a1V_m'1d.o- AAMAI -0 %ricla Registered At-ohoad or a Licensed Flonda Compliance Carmication, Mark ar Listing = 2 -= -0 professional Engineer FL#239-RZ8 Products FL9153M -lug Products FL111845,11i Predictors -2 a) FL#20461-R7 Produc Q,affly Anucanc, Anotarconsd for Vas A,dr,s,d for Us, Inficsid Dask., Quality AS$WgnOg Approved for Ve. Apon-rd for Use Impact Do" Ann-d for Us, Inspect 0 EL = 0 3: auatilly, A.-trairrod. Apprelveld torus Approved for Us Ini Drool n 3-09 Product Model, Number or Name Product Dowrimlon Convect excitation Date In LiYKZ Outside HVH assistant Pressure a-- # Product Model- Number larodust O-rhution in HvHZ OUtede HWHZ Resistant phosecan QcalllyAssurauno Angroved for Us* Design = 0 said! # Prod uct Model Number or Nam Product Description Contract Expiration Dort in HV1HZ Outside HVHZ Rithasta q Pressure 2 SH5500 (Large Missile impact, Vinyl Single Hung Wind- 0713012D25 yes Yes yes MIA _ 2LhLrne $act 0 Prodyst Model. Number or Name Product DtaisorialJon Contrast 11)ultriction Data In "W Outside HV R.alvtant Pleasant r__ - - LjL - , I HS 1$8 Fin .6 Filing. Friene 73.82 Ina.leted Glass 021116t2024 No Yes No ,55e-55 1 WO HP PW 72xBO Fin Frame O4r3Ot2O2S No Yes No +76�45 _4_j 4- CIO M 1 a. Therma-Tru Fiber-Clasisic and Smooth -Star Nominal 68#39;8 &curo0or-Imposell1quot; Opaque 1213V2022 Composite Edg. Fibefigladen Single Doot, No Yes No NIA 2 3500 HP Psy glass Fin Framo, 04130,2026 N. yes No +5af-so 0 ICU > (InsyvinglOurtswing X-figuration) !I 3500 His PiN 96.00 Z� F ame 06116f2025 No Yes No -501-50 0 u) -0 2 b, Therma-Tru Fliber-Clossic, and Smooth.acir Nominal 6&039�8 i1qu6,,:Nori-)mlac%quot Opaque 12131)2022 No Yes, No NfA 4 3 00 HP PW 96sT2 F Fr- 041300026 No Yes No t5fif55 - E Composite Edge Fiberglass Single Door with 1 5 35500 H IPW 72.60 Fillets Fare 041301202D � No Y. � No -70f-75 a) L_ a) "O adislite(st (ImcyANJOUt%kk4N:XO, OXMOXO 6 3t,00 HIP PW 7 nOO His PW OsAxl F1.1a.. From. OV30r.20213 se.72 Fill- Fromme D4/30l!2026 No Y. No yes . �(taf� a N c +55/-55 (n _P_j — (n CIO CL 1 configurations) �N = - - M C M .. '0 a - 3 c. Therma-Tru Fiber-Ciasec and Smooth -Star Nominal 68#39;6 &quot,Non-Jmpad1" Opaque 1213112022 Fiberglass Composite Fdii Double Door with or No Yes No NIA . ii- I_- U) a< - - -= - *LLJ Wth.d Sid.litc. (Ins-oglOut-AN; XX or OXXO -0 . - configurabons) 011) -,A>X, (D 1S 4 d. Th.-.-T,. Filb-Cles.i. end Smolotti N-i-I 7&939;0 &q..tN.,4mp.ut&cju.t� Opaque 12/SIJ2022 No yes No NfA C%j :2. cz I � _= Composite Edge Fiberglass Single Door S a, Therms-Tru Filber-Classic and Smooth -Star (InewingtOutowing; X-figuration) Nominal 7'0 &quc,t,Non-Impact&quot Opaque 12181=22 C,ompitshe Edge Fibergicous Single Doorwith No Yes No NIA cl�j ISO .' ca. 9 LS CL �7 = ca C-) " adiolit.C.) (InisviNJOutowing; XO, OX or 0XO -= = configurations) I ,11to. . LL- S.%u a 6 f Therme-Tru Fibler-Classic and amouGfin-Sher Nominal 8&#3S;0 kuot.Non-Impautdiquo� Opaque 121-3112022 No Yes No NIA Florida Department of Business & Professional Regulation Page I at Florida Department of Business& Professional Regulation Flags 1 of 1 Florida Department of Business & Professional Regulation I= < Comipositis Edge Fiberglass Single Door Builcling Codes and Standards lj5ro2l Building Codes and Standards IISM21 Building Codes arid Standards 16a_ en hjw" (InsvnnglOudswing; X configuration) (i to, ":" 2! 9 T g. Ther-Tru Fiber-Classle and Smooth -Star Nominal 8'0 &qukxt,Non-Impacl&quou; Opaque lZS1/2G22 Corriposite Edge Fiberglass Single Doorwrth No yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CD n �: 2 W n - - 8 In, Thermat-Tru Fiber-Clas,lic and annooth-Ster Sidelile(s) (Insvorgicutswilgr XO. QX or OX0 configurations) Nominal 8'0 &quot-,NondmpactSquot� Opaque 1213112022 No Y_ No MIA I . ,. I " __ I , - . - ", - - 11 I - ' � I I - - -'r-", . - , - 14 ' � �' 9� _� � , ,�' I " �' ��.�'r" - - - , Jr--��R � �' " 11 , 2 � - �101 � �' - � , r . � �' . � ....... ... . �� " � � ::'� �' I - � ... �' � 11 " , 17 - 'v, "l, , IRrNll_ - ,I ih ��:�,'.� , � Composite Edge Rberglass Double Doorl,i4th or Wthout Sidelles linewinglOurts,iAng; XX or OXXO .QgdA Entity or Dont. Dole Data Pending 22um Cod" Entity Oft = Me Pandlind 291 code 9BI-1 � Data Data Date Portland Veffighated FBG = . i 3� 4 confl urations) 9 n" Vent. Ifloulywor conlanot Login-& License vallilat9d EW Validated Subjerillitind FIC Aptiroyal Acting" status TV do vanict Manufacture Contact elfighoeser % License Validated ay Validated submitted FSC Approval Approve status mm Vanilla, M ... facturroar Ccrrd�t eandourciar & Liters, V,IidM,d By submitted A .... van A - `1 9 I. Thermi Fiber -Classic and Smuoth-Slar Nom a in 16&#39:8 &quvt.Non-Impad&quot: Glazed 12f31/2022 No Yes No NIA Affirmation 2020 PST industries Jerts R.-alki Miami-D.d. BCCO - CER Mimai-Deidfio BCCO - VAL 11105iZ020 I 1101=0 11111=20 Approved Ro-sw 2020 NII ikiind-a and Doors Brant Sitlitgar Wis R Lcroae, PE Ste,ar, M. Urich, PE latOW2020 10136=0 lollsaaw 12i"1512020 A;forwiid Affirmation 2020 PST In dustris. Jana Roll -ski Miami- pace BCCO - CER Miami- D ads BCCO - VAL I 110512020 11,0512020 tj T Com p.sit, Edge Fiberglass Single Do. Conloptay;Wird.- Mel) 480-0100 (786) 31 5-2590 ca,fi.g.ry: Wild- (71-11365-3= PE-62514 t7117� 31?.8454 tabotionv: Wrido". l 941) 4 BSO 1 00 va6i 31$-2590 . 1% (InswinglOurtswingh Xconfigouration) a.b011egiory: Filed jrQdc.akQp9tJndueffi Subcategory: Mullions bsitlingandminnod.coin subcategory; Mullions jr.WA'ad§pQthduat1I.sc �:- I= - to 1. Therma-7ru I'llb-Claost, and Smooth-Slar Nominal 6&939;5 8x;u0tNon-Imspact&quot, Glazed l2f3li2D22 Composite Edge Fbeiglass Single D- with No Yes No WA Compilando Malbod: Certification Mort, or Listing cin Compliance Product: E-luotion Report froms Florida Registered Architect or a Licensed Florida C..Vll-c. Method: Carfift.ti.a Mark or Listing I - .m 4A 'a = r= SIdnaitict(.) (In-NJOVt ... 1N XO, OX 0, OXO . FLA243JM Poncho � I Ptoftasional Engineer FL02][1*113 Products I I 2 n I 1 1 k. Tharma-Tnu Fiber-Cloossin, and Smooth-Stor, configurations) Nominal 6&#39:8 &quat:Non-Impact8quot: Glazed 12012022 No Yes, No WA Qualft Aistmounco Ackahowid fail us, Am,rovad for Use Instruct Boston, ',,door, I I I Quality Atiesuraoser Andonroved for Use Amn-ad for Use inad a- C.) conjoint Z Composite Edge Fiberglass Double Door with or said # Product Micro]. Munintoor or Name Product D-1.don Courtniot E,dirationri Data in HVH Outside HVH Resistant Pr ... one I I , I I 18" N Product Model, Numilber or No Product Descriptloo Contraxt Expleallon Date to HVIiZ outside I1VMZ Resistant Preaskjon - Without Sidellbens (InswIng/Ourts,MN; XX or OXXO 5 FVy-552a �Lorgc Wasile Impectl Viryl Fixed Wind- 04*0/2025 Yes yea yes N/A Quart, Assul-rds, A,,,,d Toor Us, A,,r-,d flar Use iargtA Design I Mullions for AJI Doom and windows ,w-loorm Mullsoo. 0512MO26 Yes Yes - yes 141A 0 configurations) Base ��dt Mdd,L Mason, . Me- Product enact at, "".1, Excinilloo, Data I, HvHZ C Bided, HYHZ Resistant P-,, 12 1 Themma-7,u Fib-CI-1. ond Son-th-Sleir Nominal 7&V39;G &quxyt�Non-ImpaCt" Glazed 12f3l/2022 No yes No N/A 2 ,,,n., Aliarri Mull. 12131(2024 Me Y. Yes NfA Ccurrip.,ste Edge Rb.,gl- Single Door (fro,wing"Ourtawrigir Xoonfiguretion) 13 m. Therma-Tru Fiber-Classo and arrooth-Stav Norninal 7'0 &qucnt,Nofi-Inmpact&quot Glazed 1213112C,22 No Yes No WA cannociSts Edge Fiberglass Single Door with adelli (InswNJOut&wnN� XO, OX or OX0 configurations) 14 n, Thermi Fiber-Clasek, and Smooth -Star Nominal 8&#U;O &quotNon-Impact&quot Glazed 1213112022 No Yes No WA Z Composite Edge Fiberglass angle Door 0F..6Nl0Lt6wirKL Xtionfigunition) 15 c. Therma-Tru Plber-Classr, and Smooth -Star Nominal 8'0 &qucltjshdn-Impac1&quot, Gfa�ekrl 1213112022 No Yes No NIA Composite Edge Fiberglass Single Doorwith adeliteis) (In%wNJOus,,AN: XO, OX a OXO configurations) Florida Department of Business & Professional Regulation Pagel nfl Florida Department of Business & Professional Regulation Page 2 Pf2 Florida Department of Business & Professional Regulation Page 3 of 4 16 p. Therma-Tru Fiber-ClasSo and Strooth-Star Nominal 89439;0 &quot:Non-Impacft" Glazed 12f$112022 No Yes No NIA Building Codes and Standards URY21121 Building Codes and Standards 10WO21 Building Codes and Standards 30= Composite Edge Fiberglass Double Dour-Ath or Wthourtaidelites, (Inosaing)Outsiving; XX orOXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W configurations) 17 q. Therme-Tru Fifiber-Cliasso and arrooth-Star Nominal 603S8 &qukPt,Ncm-Imocot&quoh Opaque 1213112022 No Yes No WA - - ' �' so= I- Cornposibe Edge Fiberglass Single Door with 18 r Therma-Tw Ftbe,Clifissio and affrePth-Star T'sinsom(InsvoinglOurtawfig, OIXtonfiguration) Nominal 60ag;8 "Ncn-Irnpacd&quct. Opaque 12f3V2022 No Yes No NIA __ - ' augill Emftv or 9111111 = Data Riandon, 21W cod* Endly dar Cato _DM Date Binding Dide Cod. Entity or Data Dat. Date Pardon Data C ompeouts, Edge Fibecti Single DPor with ad.11tafs) and Transom (ImuMNIOUtairming; OfXO, DICK or Cf0X0 configumficurs) 709 veral. Manufacture Contact EndreteI License Validated By Validated Submitted Fill Appiromil ApproWal Adu Rinnsiort 2020 James Hardie soliding Product'. lot, Chad Dfarck, V.Andinew-frim John S-toord, Pe. 0110512021 12114/2)2O 01106n,32l thing FBC Appr, Type Vaoson M.-hadr.nor R.,A.i.n 2020 Also. Contact Fori & Licanso VaNdad.ol anif VaNd.tod Scillonnift.ol , Hok-rhornipson Lyndon F. SchmkR7 Pe Ryan J. King, P.P. OZrl 5/2021 02115/2021 FBC Appr-I A".- sism. 02,22,2021 eV13M21 Approved 7VD. Version Manufactur Royston 2020 GAF Category: Feeling Corona Elitism d Lichave Validated Bit Michael Stan Robert Niaminal John W. Knocavich. PE 766-3411 PE-59166 vallild. submitted FBCAJ)Proval 12�1 @f2r)xM 1MTJ2022 1212MOZZ Appot straftons 02JO?/2023 Approved 19 s. Thcerrai-T. Filb-Claesic and arn-tri Nominal 6'8 &quotcNon-InnpaipxtqLot Opaque 12V5112022 No Y_ No WA Calogory: Paleel Walla (909) 545_6�59 PE-81662 (352) 357-2526 Category; Panel W.Ho (MO) 922-238a PE-43409 (513) 767-6655 (NO) [9541772-6224 OQrnpositoae Edge Fiberglass Single Door with Subcategory: Sting chreddlaroksMarreahard 8ubG.h,gcry; Sent, rith-psor,@a1ild-, 30C.ttgory; Asphalt Shingles P,slio'@g.f.c_ =I Sidellte(s) OnowniglOuts,MN. XO, OXior OXO CtionplIshol Mount: Fla-bor, Roport ircm. o'dom Compliance Method: Evaluation R.P.t fr- a Compliance, Method: Evaluittlert Report ff.. a Conilnuoiis Head and Sill configurations) Florida Rerlist-dArchlbacters, U-sed Months Florida Registered Architect orta Licensed Florida Florida Registered Ardolvictor. Licensed Florida 20 L'I'llernst-Tru Fliber-Classic, and Sorrooth-Star Noml n .1 88#39;0 &quotNon-ImpacA&quo1; Opaque InI12022 No yeas No N/A Pr.fa,akaial Engineer Pr.r.aol..l Engineer Professional Engineer Composite Edge Fiberglass angle Door with adelite(a) li nswing)Ourts,mra: XO, OX or OXO 17013192,11ifiPirdiftiet, 1`01.127245 Product$ I FL*1"403 Products Continuous Head and Sill configurations) QuinifitrAinturarom Aagroved for Us. Approved for use handed Design Quality ho-sno. Approvand for Us. Apprd I., Us. Impact Basic. Quelfly Asourancii Appsovad for Usm Approved for Us. Impact Do. 2i u. Thermo-7ru Filbar-Classic and Smonoth-Star Nominal 6'6 &quotNom-Impap18,qucrt, Glazed 1251l`2022 No Yes No NfA Sol 0 Product Model. Number on, Nam Product Dawlmldoi Contract Explration Date In HVHZ o.tddo KVH Resistant Pressure a-. # Product Model. Number all N- Product Dessirlialsin C-oreet Exaltation Date in HVHZ outside HVHZ Resistant laresomr, 3-# Product Metal, Numbosar Name Pirg0snot Disorli,1110 Contract expiration "a In HVhZ Outside HYHE Lf Res).tount Pressure Composite Edge Fiberglass Single Door with adelitoi (InsWrigJOuts,iing; XO, OX or OXO I Carriplark Lap Siding SP-termant hipaiding 12i3l,2023 yes Y. WA MIA I 9, 3qudt;2T&qLcd: Sore Vent or Solid vinyl Still 1213112G23 No Y. M. 141A I GAFAaphnilt Rone'Shing- 1c,r us, In FBC nw.HVHZ Rharglasi reinforced 3-tab, Jamnsed, 5-mband 1211642025 No Yes NIA NfA Continuous Head and Sill configurations) 2 HardiePank Lap Siding lip-c-lif lisp aiding 12131�2023 Yes Yet MIA M/A 2 b. 9quot;A111tanco T4&qud! Soffit Vent orSoNd Mnyl S61111i 12)3112023 No Yes NO MIA hi'ledIddris hipAidge li-Ploth thinglate F 22 v. Therma-Tru Fiber�Clssskc and Smooth -Star M romfial 6&#39:0 "Non-IMpadt" Glazed 12f3li2022 No yes No NfA 3 ;. aquot:Groanbriar Vintage Beacic,181*9; SOffit Vent or Solid Vinyl Soffit 1213i= N. Yes No NAA Composite Edge Fiberglass angle Door with 4 d. Siquot;05acluat; Siffil Vent or Solid sfinyl Sont 1231RO23 No Yes No MIA adelite(s) (ns,AngfOutswing. XO, OX or OXG 5 e. &q a ot - Choner OfskSicir-1; Soffit Vent m3olld vrorl Sufft 12/31/2023 No yes No N/A 23 w, Therni I"Itter-Classicand Smooth -Star Continuous Head and Sill configurations) N orninal 6'8 " Nan -I moactilquort; Opaque 1213lr2D22 No Yes No NIA 6 f &qu.LSdper Sp.r&qt.t; Soffit Vent or Solid vinyl Soffit 12)31)2023 No Y.8 No MIA Composite Edge Fi berghan Door panels with Vented adelite(sl (inswi N/Outswrig: >DC )= or X)O(X configurations) 24 x, Thermajou Fiber -Classic and Smooth -Star Nordnal 8&039;0 &quot Nor-1 nop2otiscluot; Oloaque 12,l31121322 No vs. No N,A Composite Edge Ft blirglaso, Door Panels with Vented Sidelite(e) (InswingiCautooMNAX XXX or XXXX itonfigurations) 25 y. Thermar-Tru Fider-Classid and Smath-Star Nominal 68#39:8&quot:Nor-Impacfi6cIoot: Glazed 11Sjl2D22 No yes No NIA Composite Edge Fiberglass Door Patmalswith Vented Sidelite(s) (InsyANIOurtswung: XK XXX or XXXX Florida Department of Business & Professional Regulation Pop 1 &2 Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Rap l oft 26 z. Therma-TrL Fiber-Clasax, and Smooth -Stair configurations) Nominal 8&4t39;O &q..t;N.r-fmpaCt&q.crt. Glazed 1213IM22 No Yes No NIA Building Codes and Standards 7110)Nn Building Codes and Standards i0421 Building CodLs and Standards 113rD21 Composite Edge Fiberglass Dool-Painalswith Vented Sidefile(s) (Ins,ing/Cutevving; XX X>C< or X>= Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) - - - 7 ffij - `,_"',',�r -'� t.."""w"I, c-N-�1 A001"M mco%�O mggzg' N ,:, ,!! 3 , I'm 5 K N__ , -1 --',-" I " , , N I ,,, - - I I - 10-11 " 1� W I I :k - ; - P 'M -, I Ktalft, ti� - '�ii- "".' 27 za, Thermi I'llsef-Classic and SmDoth-Star Nominal 6"3S;8&qukat.NImfact&qu.t Glazed 12)3lJ2D22 No yes No NJA Composite Edge Fiberglass angle Driso,valth 3&#39,0 Sdel ite(s) (I n 9wi NfOurtswing: XC, OX or OXO � _ I I'�.1-0l,'l,,-'l"'T'�s- _ " _ I i I I - � , 19 'Cog" __ _ 0- 164 11 6, I W A 'A " 114 -, MLAV 'R N 1% - ...... �_ . . . . . - - I �� configurations) Cod- equity id Date 29R Veto Fortino 2" asda Eirlit, cor Col. Data Dodus Painting 291 "a Bonny or Oat- Done Data demand Oat- 28 z1b, Ther-Tru Pilger-Classic and Smooth -Star Norni-I 6UW8&q.ot:N.r-nrpaeI&quot Glazed 1213112022 No Yes No WA Time version Manufacturer Contact ftaken, & License Validated sy vandsta submitted F13C App000nal Among status TY01, Verslo Mantillactur Contact lgrinifeer& Lkides. Validated By Validated Submitted FBC Approval Apmw status TV". V,,,i,n Manufacture Contest Encritionfir & Lic,ames, Vefidan,d 13, Vabobtutd submitted FECA-rovall Approve $lot-. Composite Edge Fiberglass Double Door with R.'iso. 2020 TAMKO Binding Product, LLC Kani Ede, Robert Nisoonmen John W. Knoxxivich, PE 0810412022 08M2/202,2 OWWO22 1011112022 Approved ReMolon 2020 L.V, Tro.plion� In, do. Thoirnpincri Architectural Tony Christman 7tionconry R. Finial saven M. Unth, PE 0911712020 09[161"20 OW2it!020 121`15M20 Approved R.-iai.h 2020 Floods Metal P.d.,t. Inc. Clo'k Jones J... L. Butio, P,E.@ Steven M. urith. Pr 09W/202O 09nS,12020 1044M2D 12fl,312020 Appr- d 3&*39;,3 Sidefites (lo-Arisjotits'Ang. OXXO "agory: RP,Aog (417) 624-6644 PE-59100 (954) 772-6224 Maine Company (TAMCO) (61�i 248-3450 PE-74021 (717) 317-0454 Catogory: Roofing �904i 7GS-8400 CBUCK Erigin-ring i?17) 317-8454 . 29 ze, Thsmi Fildw-Cloossic and anooth-61tsir configuration) Nominal &&#39:0 l4clUot:Nor.loripactilquot, Glazed 1213112022 No Yes No NIA SubCal Underlayments kard-iolar0hook..con, Canal Fic-Ang tony@clometalTocang Corn Sub"itijory: Roofirld Accessories that we an clork@11nord.-do PE-31 242 Composite Edge Rbergass Single Doorilvith 3&WD;O Compliance Method: E,dualUch Report from a Subcategory: Roofing Acco-rice that are an Integral Part 61 the Roefing System Integral Part of the R..fln g System Compli Method Eycliudion Report fr.. a I Sidefite(s) (InswolilOutowng XO, OXxe OXO configurations) I Florida RiagetersdArthitact c, a Licensed Florida Professional Engineer C.roplens. Mount! 12�.Iloitllyr Report to.. Florida R.glishared Architect ce . Lman-d Flood. 30 zd. Thermi Filb-,Qlaosic and Smooth-Slar Nonnnal 89#a9;0 &quot,Non-Iropax,t" Glazed 1218112022 No Yes No NIA Hittite Rogist.recA,chitect or s Licensed Florida P1.1-11-1 ElYcear Composite edge Fiberglass Double Door .fith FLIP 23N.Ii Product, Professional engineer FIL#21591,02 Froduas 3&39:0 8iddites OftsvinglOut,wing; 0)0'0 Quality Ashourana, A-,-d for Us, Amoroved for Ilse loodact Basis, Fluillwa-lici Products I 31 ze. Therma-Tru Filo-Clardsic and Smooth -Star configuration) Nominal 7'0 &qU0t,NGn-Irnpacl&quot, Shaker 12f3112022 No Yes No NIA Being lomcl.dr model. Number or Man. Pridduct Onoserlyticin C,W,,i Sicclotilon Date in HVHZ 0,1[ach, RVHZ Resistant la-un, . I Q.,linp A -MI. Amord"d for 1.1" A,,,,v,d for Use ia= 2190 S."A" Product Model, Number or Narm, -7vent4quet: Quality Assurami Product Deascrinflon Contrast E,ccAradim, ApproW for Vie Approved for Use Data In HVHZ outside, HWZ womt pai Rioilftmit Pon,,, Series Coropiteits Edge Glazed Fiberglass Single I TAMKO Roof Und.risynterls (HVHZI R.floollari.yonerits fice -.in PBC HVHZ 051012026 yes No NLA Milk a-# Product Model, Number or memo Product D.-fl.tican unt'.11, Upination, Dole in HVHZ C 0,told, HVH Roall.doot Prosecin, 3 3 - FLAMCO aquot;RV 10 Flog Ahorchum Ridge Vents for pitched roolis fabricated 12131,2024 No Yes No MIA Door voth or without 1&#39.2 adelite(s) jurisdiction, I TAMCO Flat Top Off -Ridge Vent with 6,11fle lor The M go. static -f-U.t. with best. ORADW202S Y_ Yes NIA MIA hom 0 0251 Altinnum �IrswnglOub.frirrgr )� CD� XO ., OXO configurations) 2 TAMKO Roof Und,raynceints (NG[q-HVHZ) Rool'undarlayments for usain FBC cdoHVHZ 0810lr24)26 No Yca NfA MIA 2 TANICO Gooseneck Vent 26 go OWsv2O26 N. Y.. NIA +01-52.5 jurisdictions. a TANGO Off-Ridg. Roof Vent -th Baltic 213 go sail. roof-on.t., with integrated basic 09109i20213 Yca Y- N/A WA 4 TAMCO Round Top OfLlikhgo Varl Saft for Till, 26 go. static roofverntator will baffle 09109=26 Yes Y. NIA MIA I Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation Pagel 03 Florida Department of Business; & Professional Regulation Pagel of 1 Building Godes and Standards Building Codes and Standards 1M1021 Building Codes arid Standards i1ri'2021 Building Codes and Standards 3V2023 Product Approval Application Detail 311512022 Product Approval Application Detail Product Approval Application Delbal I Product Approval Application Detail U) A I'M M1100911,11-1 "" 0 - 111Z "t-'W-'i-1 L. cods Fintittv a Data Ewe Dole penclina P9100 11"? Do Version Meout."harear court.et E�w,,,,&L-o- Validated a, validened sublimated FIRC Addro-1 A,,,-d at*- R.vsion 2020 Lomando Katrina Jolley Jamets I. Buckner, Pe. Steven M. UrIch. PE 11/23MM 1112312020 llf2912020 ding FBCAppn C.". TVDe Version Manufacturer Revision 21120 Sorel Roofing Brut, or Data [We Context Engineer 9 Ucarse Validated By Validated submitted Andarsort Robin IAPMO uniform E.I.inion GaryW. Walker 1110312020 11102J2020 [)am pond- DAIQ Fili Appros,s] Apoingver status 11105=20 Approved Cod. 11"'t. Valli himulagaur Ra,�siorr 2020 Global Protest. Product., LLC, Enhor or Coni Encirstor & Uoiturse Validated loy Ti. Robinson WafterAL 711ktJ,. PE. John W. K-evith, PIE Dmo _W_. Dole Pending validate submitted Fillso ADDrDVW 1>9,08M20 DO8nO2O 10001,2020 to- Amproved staft. 12J1512020 Appr-d CD FL#6269-R31 code Ent ity or Date Date Date Date Status Category: Rocifit g �501) SM-6163 PE-31242 (717) 317-8454 Cut,gorti: Rooffing (501) 380-6091 Services LLC. (205) i554-Ol DO Category: Shutters (l),54I689-7545 PE-4410? I654) 7?2-6224 lype Version Manufacturer Contact Ingineer & Al!q� Validated Submitted Penclin Appnoved Approved - 9 Revision T020 POLYGLASS USA Maury.Alpart License John W 1 Ob'26/2020 10122/2020 FBC I 2fl 5f2O2O ,subcategory: Froo(ing Accossonts that we an ki.AcypJamem-com rillogral Plan otthe Roofing System Ccimplian,in Meascod: EyeN.t,od Recoil form a SubCat"ory RoPfing-rides Compliance Method, E,aluatior, Report earn a Prod tot Eval lortich SmAy RobinfintlemonCtoralte, in sulactologtorit: Storm Floods Compliance ldathckcl� Evall-ordon Report from a tim-binsomitigippentco . Category: Roofing S9542331330$malpert@polyglass.com Robert Nierniff'on Knezevich. PE 9P_UQW Flood. RegimendAn,thitect.re LicansedFlo,di. I Florida ReqnseriodArchlect or a Liceneed Florida Prof-iniel Fincirear SubCategory: Underlayments PE-59168 (954) 772-6224 11/01f2020 Professional engineer FILVI 7202-ftG Products FLenosS.R12 Products I citcality Assurance Approved for Use Aporoved for Use !M= Dakota, FUH5117MG Proolundis I I Corn pliance Method: A.-ance Appoisadf.,Us. Alim-d far Us. [.Pact D.aliro 8-0 ��ilftb,W,rffaaar or Narm, Product Do,driurti- CenatragL I, HVHZ Dat, cooled, HVHz Resistant P,,,,u,, QualltirAssurnace ApprowkilfarVis Arker,"dfroirUt. Impact Nolan E Evaluation Report from Coolly -so. # Product Model. Member- Name Product Dauscolifflon Contract Ckrinition Date In HYHZ QuoiLd, HVHZ Resistant P-egre is ate, Country Stale, Split Old English Thoth & Impact Flat Profile - Denver, CO No 12�fto yes NIA MfA San # ft,dupt Modal. N,,b,r or No.. Firouluct 0juscriptlan Contract Extilration Oat. in HVHZ Oulaid, HVHZ Resistant Pressure, a Florida Registered 1 D.clk-Al," DA-4 or TRI-Built Deck -A, DA-4 Low Profile, Polypropyaro Plairldc. R.dfVem 12Y1012025 No Y06 No -97.5)-sT5 17 Saxony �00 -ai,rc, Shake 6amic: Split Shake Mat Profile - 8tmktm. CA 12al/2020 No Yes MIA Ni 1 20 Gage Galvanized SteelStorm camelslHVI1Z Corrugated Galvanized Steel Stom Pancisrotained 12i3l/2O23 yes Yes Y. WA a A[ chitect or a Licen sed Mechanically Mooned to 14�,,odd D�Kk. Is Saxony 1500 - Slate, Shake ikamr. Sort Shake 19 S.xony7OQ- Shake, Slatafthir, Split Shake Flat Prome - Rialto. CA 12al/2020 No Fiat Profile - Stockton. CA 12J31/2020 No Yes NIA NfA Yes NIA MIA 2 24 Gage G.Ivlant.d Sixel Storm Pamal,oININVIAZ at not by tr.,k.ie p-cl. hurricane protection. Corrugated ealvari Steel Storm Parielstalaimid 12131J2023 N. yes Yes I'VA W Florida Professionai Engineer 20 Saxon, - Shake $let. &,amp; Split $hake 27 Tatlas &7PO�Oo . I Ber.l.n. Flat Profile - Rli CA 1213112020 No High Profile � Katy, TX 12131RU20 N. y s N NfA Y:. N//AA NIA w not by tracks to provide hurricane Protection. =:) ' (D F1.005259-1131 Products 2B Villa Low Prelle - Katy, TX 12131f2020 ft. yes MIA WA = Qua] ity. Ass4tran Al2Qroved for Use Z_u,jS ARti IMQ4tct 2,0 fr, S yq1t Product Moci Number or Name Col E. ,adcn� in HVl42 Product Description Outside HVHZ r Realiglatir .... 1. W RaLt I Poli Roof Undeflayments Roofing Undeflayments 10/2112022 No Yes N/A ,NIAI-622.5 1 Polyglass Roof Undertayments (HVHZ) Polyglass rocfundedaymentsfor use In FDO1212312023 Yes No NIA NIA � CV HVHZ jurisclicticirts > 2 Polyglass RoofUnderlayments ition-HVi Polyglass roof UnderlaynnentS: for use In 12i2312023 No FBC non-HVHZ jurisdictions. Yes NIA +N[Ad-522.5 cla Florida Department of Business& Professional Regulation Flags 1 of 1 Florida Department of Business & Professional Regulation Pop I of I Florida Department of Business& Professional Regulation page 1 of 1 0 I lonlyglass Rool'Underlayments (HVHZ) loolyglons.-f underhaynart. for usieun FBCl?J2312023 Yes HVIHZ jurisdictions, No N;A NIA Building Codes and Standards U25r2l)22 Building Codes and Standards 1912021 Building Codes and Standards I'T1.021 > - 0- 2 loplygess RtorfUndarbyrreirts (finin-I'VI-14, Polygess roof undioorhayofients� for cats in 12J2312C23 No FBC non-HVHZ jurisdictions. Yes NIA -NIPJ-622.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Polyglass RuorfUnderlayments (HVHi loolyglossroclif undisdaymertsfor use in FBC1212MO23 Yes HVHIZ Jurisdictions, No Ni NIA 0 < I � ? �' , " - ' ' , �"' , , ' lml'IM,517 OR MIR, '_ 1-91111 18�1'� MM �NIIW"? R .z , , �' '51"' , 2 Pdrogirass R.ofUrideri.yroant. (nonHVK�, Folygess imof undorl.yment.. for closet l2J2372023 No FBC non+iVHZ jurisdictions. yes NIA -NIAI-622-5 1-M, 'N' ci,'��'A'IXAWI - , M vk"-_�_ , -6-1 ie�Gil� , IV, . Yv .. o � 92ft Entity o Date Date Date Pend Into Date rVD0 I'llso Adproval Approved statu Cook vionalm, Marturactunk, Entity or 2ILe 2112. Contact South- & u-ne, Valldglhid 8, Validated sularditNad Date piniclo. Data F9C Amom-I Approved Code Entity or Palo Date Date Nfirrolliffli 114, Date " -4--all 1 Polyglass R.YLIndaidayfirents (HVHZ) Poli roof underhayments for use In FBO1212MO23 Yes No Ni NIA version Manufacture CQrl Engineer &LIciantoo Validated 0 Validated Submitted Revision 2020 AllAmerlean Shutters and Glass Mike Earned Frank L. Bernardo, P 5 Troy Bishop, P.E. lwa)2020 1011512020 li/05i2020 1214512020 Approved DO R.vloron 2020 ApIms Stuart Lm OC Evaluation service. LLO William M. Rivolon. PE lcair�020 I OGW2020 23LUA 11105/20za 1 IM512020 Approved! T variation Rn,A,i.n .2020 Commercial Controls Products Inc. Contact Enturoi. A. Licansl Validated W Robart Gil S.m.1 A, Greenberg John Hoy Validated automated FOCA,,,Y,l l2llgr2020 IV16Y2020 l2r2W2020 Acklaossid also- ding FeC Appr, 0 2 Poli Roof Underfaynnents (nori HVHZ jurisdictions. Polygiess roof underlayments, for use in 17/2312023 No Yes NIA �INIAJ-622.5 Category; Shutters (5D1) 712-98a2 PE-004(1649 (954) 947-0880 SuldCalegory: Storm Panels mikobdallamistricanshullL. C.I.g.rt, StrucItiol Components SubCalix9tay! Truss Plates =I) 710-�STF (407) 681-1917 slemlstilaliplinekw.aom Callearory: Structural Components 3.bC.t.g.,y; Products Irredi as . Result of taltl) 659�'3"707 PE-34245 f35215fi 1 Protastpot.r4pyth.. com =3 FBC ..nHVHZ jurisdittions. Compliance Method: Evaluation Report from a ris - Florida Registered Architect Licensed Florida compfiannoi Method: Evat'inion Report from a Product Evaluation Entity New Technology Cinariplance Method: E,adrontl.n Report fr- _0 or a Proteassiohal Engineer FLAM195,R71'rodut . Ficrids, Registered A-difto,toria Liconeed Florida 0 FILW17869-R3 Products chuai Assurance Acker -ad ficar U, A-a,d for Us, comad Deal- Prcf*"IWW Engineer " Qualitir Asentfiran clot ApprovadforUser Arigroyedfortena Impao Deslarl Sao # Product Model, Number or Nance Product Description Contract Expiration Date in HVHZ Otinsaide HVHZ Resistant Frosecre 0490 Prerilstardodel.flunitroardrilocarria I qFW BCOIAmm, Higher Snength (H &amp: S) Product Dioncloth; contract Exprotlon bite in I1VHZ Meal Connector Plate 12)3lM4 Y. Out$ldo HVKZ Reointlarat Platinum yes NIA NIA flL,01774�Rg Products Quality Assurance Ammoyed fear use Ation-cl for U, lontrack Design 0- I 24g. G.Is.O*,.d Steel Storm Panels 24g. 3.1yanIzed Steel Storm Panel. 12J31r2072 Yes Y - yes NfA 2 7 BCWAJpin, Hinge Plate Maio][ Ctfosct� Place IY1112024 Y. Y. MIA NfA $ad 0 Product Moder. Numt>ra or Mank, Product Dosocriptio ;:911I 111101ration Pato hl HVMZ outside MVHZ assistant Pressure < � TW aCG#upine Toitcar 4 TW SCO/Apin, Wave Moral C-ector Plate IV31=24 Yes Metal C.-clu, Pilots lV3112024 y as Y.s MIA NIA Y., N /A I'VA 1 Quality Precast or Conerral-dal Concrete products Precast and Prosmssad Concrete Untals 0512512G24 No Y.a N/A MIA W Cn -6--a CIO 0 M = < Department & rook Florida of Business Professional Regulation Building Codes and Standards P,go 2 .f2 SX2D23 Florida Department of Business & Professional Regulation Peg. 1 of I . Building Codes and Standards 611 4=1 Florida [)apartment of Business & Professional Regulation Building Codes and Standards P�g. I af2 012,11=1 -0 i..- Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail 0 L_ � I I I , � - � . � x_rj I I '_ - --- . I 1- - .. - __ - - - - LU = code Entity or Data Date Date Panduct Dole Code Entity Date Der, Date Plandlim DU Cod. Both, or 0A. R& Cato pandhou k-ft " 7voo Version Manufacturer C-Mool, Erwadaar&Llesons. vaild-19ol By Vitil". Submitted FOCAw-.,W Aw,v,d staturs, IPme version Majourodljour Contact Er,dn-&Lj- Vefidgdad 61 Validated submitted FBG Arioni A, - stan., T Version Mannuractumer Concept Endi- & 1.1- Validated Bv vacated Subtrahend FEIC Ammoval A-mved at" 5-- = Rovisil., 2020 MiTtk - Category: Structural Components ell, Miller, I CC E-lostica Sar,io., LLC )CC Evaluation SenAus. (952) 888-8n5 LLC� 01103rA23 12=022 01MM23 Approved R.,�sico 2020 W.Yarr,.aulow RoP anl&Ao ICC evaluation �c.7 LLO ran Lohner, P.S. 02,D2)2021 101131!202a 02103=21 Appi--d! Caragmul: structural C-conents (26�) 924-6479 (608) 839-3288 R.b,rt.B.[dV,n Affirmoide 2020 AlphsAJumlnum. Inc- Chat,figwy! Panel Walls Joe. Sias Luis R_ Lomas Steven A Unch. PE 11116M20 11AW2020 (,ir07) 509-2MB PE-E2514 ji 7) 317-8454 1 i/20,?2020 Approved < a) SubCatilinol,. Trul,s Plates C Method: Evaluation Report ft.. evoildar,Qrnil-in 12051599-9800 8 toCatiagildoy: Engineer. Liu-nit.r Qvicynarn. - -el.clon Compliance Mlthud: Evokistan Report frorn , SubCategory: Soffits aphaiaterrolnumilmayaho 71, lecropillarroe a Prou.1, Evaluation Entity Product Evaluation Entity Ccoophone. Method: Ea.luation Report fircon . Florida Registered Architect or a Licensed Florida .c.. Z __j FL#M7.Rla Products F1.0527-Itl I Products I I Professional Engineer I < oulift Assurouni Approved Nor V,0 Aror liveof for Usot Impad Bestir Quell, A-rontrum, A,,-df,U,, Aponnoed for We, Infindoot Boston Proddisna flutri6fk"-ft Produe I I I I I Iti Product Model, Number or Means P,,d,,t 0,,,I,tl,, 1, HVHZ Outside HVHZ fillialotsout Protracts Sao It Product MoghiL INUmbatear Name Product 09101)[101 colitrAct expiration Pato In "VHZ Cotaid. HVH Ittelslant Quality A-arlimain Approved tw Use App-rd f., Us. mi Basic" _j 1 M18AHS - . 18 go, high strength tm,s connector plate 1MIJ2024 Yes Yes N/A MIA 1 PAtr.11om LVIL Laminated Veneer Lumber ON31002� No Yes WA NIA 3-4 formijid Model, Noting, or N ... Rnichoct Ded,riothan Connard Eo.11.11m, Do, In HVRZ "arm HVHZ Resistant Pressure 0- 2 M18SHS 16 go. super high strength truss cooractor plate 12/31)2024 Yes Yes N/A N/A 2 Pardiam Psi- Fluaftl &trend LumIcer OW31,2023 No Yes N/A NIA 3 TionherStrand LSL Laminated Strand Lumber ON31,2023 No yes N,A N/A I Alpha Aluminum Sold & Vented AINProurn $All Alpha Aluminum solid li,monp; Vented Aluminum 0?13MO23 No yes No WA 3 4 i to Mi 10 no. tr,ss cixrrna�or plate 121SIJ202,t 18 ga. high strength truss 00nn6dw Palo 121311202� Yes Yes yes yes NtA NIA MIA MIA 4 TJ Rim Board Strutbired Compeer, Lumber x Oriented Strand OV31Q023 No yes NlA MIA CIA U & Wood scroll CMU & Wood I SHEET NO. o MT20HS 20 go. high strength truss dornaccr plate l2t,31/2024 Yon Yes N/A MIA board Rim Board 5 Wayerhaeu se, Rim Acancl Oriented Strond Sterol Rim Board 03121r2023 No Yes NA MIA 6 TLI8 U718 18 go bluse-med. A.to,i 12t3l R02� yes Yes N/A MIA 7 TI-20, MT20 21) go. truss connector plates l2r3l/2024 Yes Yes Milk MIA I I . July 17, 2023 PA 1.1 . III CU Florida Department of Business & Professional Regulation P.O.1.11 Rodda Department of Business & Professional Rapuladon Pogo t a i Florida DepaNnent of Business & Professional Regulation Psaa 1 d 1 Florida Department of Business & Professional Regulation Pew 1 r i � �s�[ Building Codes and Standards r202 en02 Building Codes and Stand Standards BMW= Budding Codes d Standards Tur ens 2D2a Budding Lodes and Standards enmm2 `V �. e -0L)Product Approval Application Detail Product Approval Application Detail Product Approval Application DetaM Product Approval Application Detail O Dries Dote MM Parini Dolt 911111! EntiM err 20 Dig,Pmillin PAK �• >!� Frdal. m Mibe Manu4eturer emblem, coaNd Endite'auoonm. Val~ er 20 aft VO ,}e_4 &,.bWtMtl. Mlelemmdme FBCAemw41 g� Aporowed Bob"TTj�a SN_4 amen Maau6nr etu eatlFvir camas e Evedom &Uor. Y41WtW air Qmm -Qft va0 ie ripe Dom Peelle FBCAeeroral Mm Aohf(�re onwed a TTI f1r$a MRIe=Oe msmboruMf Entlhr er C..U* Enainaa &I140wa Wlillow By II so4mNhtl FOCAepvwl. Aeereved auto _rya ions. M..Ub tumr -00 CoMP51 6admr&klwrra VallderW err YalldFYd 8a ties FBCAPawal Approves( W �•/ Aekrcetten tam Pelo Corpordbn Joe Hayden SrnY Mmgoxend Door James L Buckner, P.E. C711442020 OT147020 a744Y= Apprsd Anmadon 2020 Peas Corporation Joe Hoader+Seidl Windowerid Door T-E. Wnm, PE, LLC C7M412020 OT1142020 072212020 Apprimed Mrmatlen 20M Peen Corporation Category. Whulows Joe Haider, Sridl Windlowand Doer James L Sudaler, P-S. 0 RDbkwan MarWuaWlerASKOWon CHUCK Engines" (1771441020 07114/20211 GTIM2020 APVWd ANrmatmn 20M Peke Co in Category. Windows, Joe Hayden SPrgl Woman Schaefer T,E. 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O 1 e L = 2 Swim 10120 High PanTrmil Single Hung Vinyl High ft lemnnce Singte Hung Twln 062a2027 No Ves me +5W.gp 2 Pills lO Sees Single Hung Wndow 34'x90'Mnyl No H.domot Singe Hung Window 071092022 No Yee N1 +45145 2 a Series lama VW good wPWMe(IDIl". 64') 07tl&2022 Willow %ti0') 07/162022 No No yes Yes No No +261-25 +6&.S0 1 10 Senn Flanges Fixed 1C Sense ln'Fourge, Fixed Window g6126f2031 Yes Yw Ne NIA - CIO�`� O ca Compo.9c(T2'xs&lrn S Pare 10Sores Sings Hung Wndow s4'xor VWY Non-Inpad Sln022 ate" Wind" 07M912 No Yes Yes ND +50I.w No +aM,50 Serlm1Cr20 VW Food V � O / a Saiw IM Silvio Hung Mryl Single Hung Tho CDnpoebe(109`x7Ti C&162027 No yes No +4640 4 Smmt lV20Slrgla Hurg "Slage Hung TnpleConpWaaV0r 53-4i 0023rW7 No yes No +35136 4 PdglOSerlgSingle Hung Wndow 4E' x 77 Mmyl NomHmpeot Single Hung Window 0770912122 No s Pd1o103enes 8inglEHung Wndow $g'RSr Vinyl Nowinnpoot Shoo" Widow 0F222022 No Y. No +salad r O 5 Sates 102081rgla Hurt/ Mryl Bogle Xun9 TWln Oomposllela6.Sx3a:s') 0&i32027 No Vas lib +3" 6 Peke 10 Sinw Single Hung Wndow 35' x 77 SAnyi NoMinp.W Single Hung Wroce O'MW2022 No YES % +g011-W Uses Idea" /^��, W L 8 Mryl Hung 1WIn OlYlMC27 No Y. lib +3SI-38 7 Palle l0 aeries single Hung Wndow 62-178' x W)AN Non-Impait Single Hung Window 10(1712023 NP Yes No +5W-0a Oreltrawurra AoravM For Us, Aaemsadfil I>'!� W L vJ Q T senesl(y2031ngle Hung Series 10r20Single Hug Sligle Composite x 536') Vleyl Skvla Hung rnpa Cortpaeha(gg R59.5') 0811e2027 No Yes ND +3&35 � 1 Werner Medal. Munberar Noma Pteduel Desedotim CGdmeCEadir6" ova 75') 070&2024 in JIM No OubYo HVHZ Yes MalemM No Pere, .26146 '�✓^ �- Jt Co O a Series 10120 single Hung VIV Slagle Hung Window(4r x72-) UW17202T No Yea No +35ras auH55bs-asvmaarm -. ' ','.. '; -:... 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A-,,ed Far Um blow 2190 Q. r � �E Wedged, iW LNumber r Has Pmduetlas,"blibl Cantra"Erarmtten Moo in HVHL GU*WoHVH2 IMoiolent Wosonm 0 d� 1 180 Sense orTherme.Nor or Encompass orAvand High PSO aige Hung Vlrryl HIM Performance Single Hung t42' x 72') 06(1712027 No Yes No +50p110 Pe c 4ow� 'O >e � ..: C I.a.. � 2 8.6. o 1978an®mThrmasurm Nrmmpns vArantl Hqn Mryl friar PeNsrrtrnae elope NungTwln 06i21/202T No YM No +6D!.90 y � ® � PrIWm6nw asvli Hung conpesme(n' x65.1 n') No ves +a0M0 _ S 150 Santa rihermpurr EllCompM6 arAvan5Sngls vinyl Skgb Hung rnple CPnpeeestlDP x77) 08115(2027 W 0 vi O tp d 4 150 aerinr7hermnmr err Ereompoas rAvettl Single Mn1y16kgEe Humrg Trlpb Corrpnas (10B'Xa3.5j ON30027 No Vas Me +31110-35 �tVY d Hung C C � � SC V t0 Ronda Departinent of Business & Professional Regulation F.w 1 Cal Ronda Deparlinent of Business & Professional Regulation paw 1 or l Rorida Departrlent of Business & Professional Regulation Pawl all Building Codes and Standards ens 2a22 Building Codes and Standarda llmw= Budding Codes and Standards enaxdi2 a -6. = Product Approval Application Detail Product Approval Application Detag Vf % Product Approval Application DOW d is ..o , -..[- c. r„s..n .r ,rv; ... ... ,. re- .rrva ..m.. .a<v-, x , r. ., x >..,, . ,.. �.v.: u v:., � ;» .. �. ,,. � , . 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Hatcarfed allow M41)621.6= aetcalgeryc Siding Eleanor DoerAusmblin (61115214086 (551)491-6927 Gr .name m, Mdhod: CeAlkedbn Mark or Ustsg pe1Vpodustepprovai®px, CarepOaera Method: Eilmualon Report from a PeimrodndoPprovd®pe Campri.- Mother: CertMdlon Merkur Elating pollapadudeppmva6idipe II-m Ronda Registered Arollhector a Lbensed Florida Ile,wm 14LOOM FLa177filATPmauaM Prom Wonvi Engineer rl1N4t4til Pm ieeta - g Pmdw:VAdd Number ate Names doWgbAggpg Pmdm&DMdmdm Contra"6veinal AnraWra'Ur Mm In HVHi CumLe HYN2 IM= Ranw era ggjg Pmes, : OrrlihAaouYba Aoemvri For Use APofavM fat UM I OWN- Pmd Mt YMd.Nunber of Name Pmdmk Dertddtan coomdExeimlba Ddo AarmM far Uar in NVN2 8oerdau OuteW HVH2 iakWCi Amur" liWYg eggs 1 Santa 1020 SlKing Wmrdow Vlry! allog Window fox 0007, 73-IWXO") 03F272@3 No rim Me +3111.i0 .am# Premiums Yodel Number or Nim Produ"DuedeNm CPdm"Ekdrdbn Dole 10"VHZ OuuMollVHi RaaNunt Rosso 1 Serlea.1N2026HIHInOaIsg Dwr Vinyl 24pohal nLUV Siding Gums Door(W x g8') 9t13014021 No yes N7. +2&-25 2 "M10=111wing Wndow Meryl Sliding Wlrmim fox or Xp, 7344'a 35') 032812023 No Yes lib +36r35 1 Srlee lO Skills Window Sodas 10'Afto Ranged! 8ad're Wlndowe 0&262031 No Yes No NIA 2 Sores 1020F26.$IHIngGlie6 Door Wnyl Single Penal Flxed'C' Door(81*1k, 34.1&18' 03FJ&=2 No Yes No +3lpw a 4 SaidnI0205ding Whdew SCnes 1020 &ding Wmdox Meryl Siding Y*dmr tl(M Man x 60') 02712023 Mrryi Siding YJlMow (XCX, 108'x3158) ®r17r2023 No No Yes Yes No No +3N30 +85.99 3 4 PIAae4e41tm agree 142026FANing Sloss Door Semmes 1M202691UIrg Gia$S Door P.rdL.rr x51-im Vbry1. 24Hnel%W Siding Goes Door(72' X821 10PC&2C21 Mrfj119hgIE Panel Fixed 'C'Door (Slddlte..47-17J'x 0?2&2@2 9&12� No No Yea Vas Me No +3&35 +26'-28 RualiarAwrr4roa Aoommill for Use AoorovM M Uw hm -OWN Boo Prodigal Model. Number afNtelw Pmdmi Dmmodail Ced=kEADIMiJMMm in HVHZ Outside NO ft*W rt Awri.Ld 1 Series IM or Frarnpeal orAvantlSlWkv Oldies, Door May! 24ranel'CX' Slldi g Sless Door (HS..12' x O U24F20s1 No Yes Pb +ZBW s5.1123 2 awln 1M or E-pwm rAWmtl811dhg GYeeDoor VW Single Panel Flxed'C' Door(SMelw, 35-12'x 02F1MOU No Vas No +40;40 ai-12') a Srfw 1s0 r Ercanpwa orAvM6 Slldkg GlswDoor Mmy12Fr a O7{' S ding pros Dor(rr xa2') O8I 5r= ND Yoe No +3&36 4 aeries 130 or &Wrpess crAvarr681ldoy Suss Door %W SN'e Parcel Flead 'C' Door (arlNge, 47-12' x UY/15r= No Yes ah +251-25 -'- 86-127 PIl2o4g#14 , .. Pmiede::. : Oreiih Ammvea. Aoerm"d For Use Apamead hie uto I.mMGt 2FAMJ Alai PmdmtYM.I.Munherar Name Protlucellead ion Cirdm"Etidimlkm Mte in HVM DuteYs HVHI RseiWet 1 Series 150 or Erwinpws orAwntf Sliding Goes Door Mr04247ane1'b)r 81Idling Grams Door (M12' x MR42031 Ne, Yes No +251.0 90.1r.n 2 SaneP 130 or Ererrrpose rAwtl Mixing {aura Door WM Single Panel FW'D' Door(Moths, 351We 02M&2032 No Vas No +40E-40 a Swim lair Ecormpass a,Avaml 84lg Glass,Door VW 2-Fanal'= aIdIg GWe Door (72's52') 0&24rW No Yes No +36(36 4 aria leer Erpompwa rA-111 SION Glees Door Vkyl3kvla IR"Ferd'C-DPPr(Sidillm .12'R MI 2032 No Yes Na +2645 9b112g z co o 0L Q O S.� U O L V m O L w� z� Z Q 0- SHEET NO. July 17, 2023 LPA 1 .2 N N N U =p Strong -Tie 2020 FBC Approved Products Updated 12130l2020 -1-711111 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3OM20 L Simpson Strong -Tie 2020 FBC Approved Products updated 12/30P2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30/2020 0Simpson For direct links to all SST approvals listed belovo, CLICK HERE ,, For direct links to all SST approvals listed below, CLICK HERE. ,. For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed belovo, CLICK HERE- .aFor additional Information regardng Florida's Statewide Product Approval Maml-Dade County Not -me oAcceptance (NOq), C.CK HERE. For additional Information regarding Florida's Steowlde Product Approval System and N1-.Da eCounty e o Acce tence (NA).CLICK HER Foraddtronal mfirmetlon7egc_ro- w Florida'sFtorldas Statewide Product Approval System Miami -Dade Cant . .informationIC NotlCe ofACCe lance (NA) CLICKCKP,ERE.For additionalre9artll9FIodtlasSta ee Produdt SYslem and Miami -Dade taunt Notice of (NOA).CLK H E R E. • ) U FL#2355-R7 FL# 0446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- U U) 9116" and heights ranging from 4-5116" to 11". Concealed flange CD Sea # Product Model. Number or Name Product Descagg2n Sea # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Descrintion version (H USC) available for models having width equal to or O O �Q 1 Masonry (TTN-SS) Titan Stainless Steel Concrete & Masan Screw 1/4" diameter stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ET, BTB, STH Brick Ties greater than 3-9116". O L L O Qi 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMSTI4, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 Q c 3 APB44, APB44R, APV666, APB66R, APB88, APB88R, APBl010, APB101OR, APV344, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16". O LL 7: _ FL#9589-R6 APVB44R, APVB66; APV866R, APVB88, APVB88R, APVB1010, APV610/0R 4 CSHPIS, CSHP20 Coiled Straps 13 LGU325SOS, LGU3.63-SOS, LGU5.25SDS Face -mount hangers (� O :}=r t F- (� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (10 O Sea ## Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP TSP SWd to Plate be 15 LUC26Z, LUC210Z Face -mount hangers • _ Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 Hl, H10A H2.5A, H3; H6, H7Z, HIS, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths rangingfrom 1-9116"to 4- c " s•• 2 SD9112, SD9212, 8010112, SD10212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APTS, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTedown 5/8" and heights ranging from 3" to 10-15)16" (n Q !E Co 3 SD9112SS SD92125S Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3163 SDS, MGU5.25-SDS, MGU5.50-SIDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers ICU�- 4 SDCF22434 SDCF22512 SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2.2-SDS3, HSS2-3-SD83, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16"tor v J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3 HST5, HST5 Straight Straps 1/3" and heights ranging from 6-15116" to 19-112". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCPTimber-CP Screw 10 CJT3Z, CJT4Z.CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers �,ry SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL SURC; SULC series hangers Skewed face -mount hangers available in widths ranging from 1- A! 6 SDHR27400, SDHR27614, SDHR3140C, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9118" and heights ranging from 3-1/16" to 13-314", ty 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SOS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. t� ! 8 SDS25112SS, SOS2520OSS, SDS25212SS, SDS25300SS, SDS25912SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to y O 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDVVF2730 Strong-Drive,SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2; HI US, H14, HGA10 Hurricane Ties IS LTS12, LTS16, LTS1S, LTS20 Light Twist Strap 6"and heights ranging from 2-5/8"to 11-114". a 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 9 w 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps ® c q FLS10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15; MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-fi6 c 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps m t7V Sea # Product Model- Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC68B3 Pre -Bent Straps Sea Product Modal. Number or Name Product Descrinflon ++ C u- CX 1 ATR318, ATR1/2, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Shwable Angles 24 MSTI26, MST136, MSTI48, MSTI&0, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- < y M N 2 ATU05; ATUDS-2, ATUD9, A7UD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIB MTS18 MTS20-; MTS24C, MTS30, MTS30C Medium TwtstStrip 1/8" and heights ranging from 7-1/8" to,SO', CAy N tty 3 SP318-2, BP112, BP112-3. BP5/8-2, BP516-3, BP314, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x1012, NCA2x1212 NCA2x8-16, NCA200-16, NCA2x12.16 Bridging 2 DGBF series hangers Top flange hangers available in wdths ranging from 3-518" to 7- 3 W :194 CNW3/8, CNW112, CNW518, CNW3/4, CNW5/8-112, CNW3/4S/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 8-114" to 24". �Z a d C �p 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD58, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in Wdths ranging from 1-1/2" to 3- m CTUD98, CTUD99 27 ML237; ML242, ML28Z, ML28Z; ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114"to 24". 3 6 N3, 144, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- iv m y •p 7 RTUD3, RTUD3B, RTUD4, RTUD4B; RTU05; RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-114"to 24". '� 6t 41 r_ C] 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9series hangers Top flange hangers available in wdths ranging from 5.1/4" to 8- > ,A �• 9 TUW38 Take -Up Washer 31 R8C; RBCP Roof Boundary Gips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115; ST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11"to 32-112". y CL •a 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, TB42; T848; TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- q EO 11 URS4 112" Uplift Rod Run Tledown System 33 RT0227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10; TW612, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32". d es 12 URS5 518" Uplift Rod Run Tiaddwn System 34 STC, STCT, DTC HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 OILS series hangers Saddle hangers available in widths ranging from 3-1X'to 6-718" p 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB10r3C, W6126, W6126C, W5143C Wall Bracing and heights ranging from 8-112" to 28". W Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from l -9116 tc 7- FL#10447-R5 1/2" and heights ranging from 8" to 39 Sea # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down SEa ## Product Model; Number or Name Product Description 1 CBH2.37x55, CBH2.37x7 63, C8142.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (OU, DIAL) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHOQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, OSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9110" to 3-9116" and heights 7/8" and heights ranging from 7-112" to 32", 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to23.15116". 12 HGLTV series hangers Top flange hangers available in wdths ranging from 3-114"lo 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5:25-SDS; HGU5,50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/S" and heights ranging from 14" to 33"- 6 LSTHD8, LSTHDBRJ Strap -style hold -doom 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3,25; HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Topflange hangers available in widths ranging from 25116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRO22 Hip Ridge Connector 31S" and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35 PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hangar 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7,00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116' and heights ranging from 5-318"to 13-1/8". 10 PAII8, PAI23; PAI28: PA135 Strap -style purlin anchor 8 LSU25, LSSU28; LSSLJ210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 11 STHDIQ STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS:7.50110, Face -mount hangers 112" and heights ranging from 3.7116" to 15". Concealed flange 12 STHD14; STHD14RJ Strap -style hold-down 10 TC24; TC26; TC28 Truss Clip HHUS7.25/1 D version (HUCTF) available for all models having width equal to of 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426; THA422-2, THA426-2 118" to 5-IM" and heights ranging from 4-314" to 15-°.,l4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81Q2, THAI2.06122, THAl2,1122, THA1222, THAI322, THA13522 THA1422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.3/8" to28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 NWPH sores hangers Top flange hangers available in tMdths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTL125. HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-318" to 32". 15 THJM2-4-SDS3, THJM2-SSDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC,series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in vddths ranging from 1-9118" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718" to 19-114". Concealed flange 5/8" and heights ranging from 9.118" to 16", 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than2-9I16". ranging from5-318" to 7.14', 10 HUCQI.8119-SOS, HUC01.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in vidth of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412SDS, HUCQ5.2519SOS, HUCQ5.25/11-SDS, HUCQ610- ranging from93/16"ta13-118", SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1213M020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct links to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals fisted below, CLICK HERE. - For direct links to. all SST approvals fisted. below, CLICK HERE. C=za For d'Irectwinks to all SST approvals fisted below, CLICK HERE. r F additional inform r rdi tow' a C.LI HERE - For a d I coon ego rig Florida's Ste tit Product Approval System and Mami Dade County Notice of Acceptance tNOA), �C - CLICKHER N E, «For additional information regarding Florida's Statewide Product Approval System and Miami Dade Canty Notice of Acceptance ( OA), CLI K HLI additional information tion regarding -n FI �d ' Statewide e Product i A 8 to an Miami -Dade ice Acceptance nc C ERE. For ad a a a eg dig on as a d P od c Approval ys m d Maml ad Canty Not otA cep a e (NOA7, F n regarding �n Florida'sFla' t o of Acceptance i HERE a additional information eg dl g Ida's Statewide Product Approval System and Ntiami Dad County Notice of c plant (NOA), . Gt�e. 21 LB series hangers Top flange hangers available in wdth of 1-9/16" and heights FL#11468-R5 18 S/LBV1.56, SILSV1.81 SILBV2.06, SILBV2.37, SILBV2,56, S1LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-3/8" to 15-10'.. S/LBV3.56 S1LBV3.62. S1LBV4.06, SILBV4.12, S/LBV4.28, S/LBV4 75_ S/LBV5.50 6 Strong -Bolt 2 (ST82, STB2.48S, STB2.6SS) Strong -Bah 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 11-9/16" and heights Sea if Product Model. Number or Name Product Description 19 SILTT20L S/DTT2Z, SM1T14, HTT4, H775 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3f16' b 13-118", 1 HHUS2103 HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 11 a mil (10 ga) 7 Titen HD (THD=H, THD-HMG; THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy DutyyScrew Anchorfcr concrete and masonry 23 LEG3, LEGS, LEG7series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HR56, HRS8, HRS12 Strap Ties 21 SP4. SP6 Stud Plate Ties avaiable with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112'. 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG 5. MEG7 series hangers Top flange hangers available in widths ranging from 6A X'to 6- 4 THGB2, THG83,THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-It7' 5 THG02-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3SDS4.5, THGOH4SDS6 Joist Hanger 24 T9D22 Truss Brace Diagonal 6 Titen HO Rod Coupler (TH037634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4 THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (f HDB25168RH, THDB37158RH, THD37212RH, Then HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-11&' FL11kt 1473-R5 FLik13W4-R5 27 28 RR WP series hangers Ridge rafter connecter Top flange hangers available in widths ranging from 1-9/16" to 7- Sea# Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62 SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 62-SDSG; CCTQM5-50-SDSG, CCCQM3.62-SDSG, CCCQM462-SDSG, Seal Product Model Number or Name Proguct Description 3 H16, HISS H16-2,. H16-2S Hurricane Tie CCCQMS 50 SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3 62G-IQ, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.52G-KT; Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HEfAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4 62G KT ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4r62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model, Num ber or Name Product Descde ion 6 HGAM10, HM9 Masonry retrofit connectors KT; ECCLRQMD5 50G KT 4 Strong -Bolt 2 (ST82) Strong -Bolt 2 Wedge Anchor for masonry }a ^ ` (V 1 2 ABA44; ABA44R; ABA46, ABA46R. ABA86: ABA66R ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU54, ABU65, ABLJ66: ABU66R, ABU88, Adjustable Past Base Adjustable Post Base 7 8 HHEfA16, HHETA20, HHETA24, HHETA40 LGT2, LGT3-SDS2.5, LGT4-SDS3 Heavy Embedded Truss Anchor GirderTiedown 3 4 HGUM5.25 HGUM5i50, HGUM7.00, HGUM7,25, HGUM9.00 LGUM26.2 LGUM26.3 LGUM26.4, LGUM28-2, LGUM28-3, LGUM28-4, LGUM210-2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HD (THD-H4SS, THD-H6SS, THD-CS65S) Titen 2 Screw Anchor for Concrete Titen HD Heavy -Duty Screw Anchor forconcrete available in 304 ABU88R, ABU1010, ABU101 OR, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUNt210-3, LGUM210-4, LGUM46, LGUM48; LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with r" 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 AC4, AC4R, ACE4, ACB, ACBR, ACES Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM36; MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12fl l.25, MBHA3.56l7.25, MBHA3.56f9.25, MBHA3.56/1125 MBHA3.56111.88, MBHA3.56114, MBHA3.56116, MBHA3.56118, M6HA5.5017.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC5R, BC8, BCS2-2/4. BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16; HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50111.25, M13HA5.50111.88, MBHA5.50/14, MBHA5.50fI6, 6 C1744, CB46, C948, C666, C1388 Embedded Column Base MBHA5.50/18 ICU 7 CBS044-SDS2, CBSQ45-SDS2, CBSQ56-SDS2, CBS085-SDS2, CBS088-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56111,25, M13HU3.56111.88, MBHU3.5W4, MSHU3,56/16, Masonry Beam Hangers FL#16937-113 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-lf2" and FL#11496-RS MBHU3S611S, MBHU5.5019.25, MBHU5.50111. 25, MBHU5.50111.88, MBHU5.50114, W2 ranging from 3.518" to 7.112" MBHU5.50116, MBHU5;50118 sea # Product Model. Number or Name Product Description O 9 CCQ-SDS2-5, ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-112" and Sea # Product Model. Number or Name Product Description 1 X3461016.5K, XiS1016, Xi B1016-4K XQ1 S1016. XQi B1016-4K 410.16 Strong -Drive X Metal Self -Drilling, Tapping Screens with #3 L W2 ranging from 3.518" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point /A 10 CPT44Z, CPT66Z, CP788Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ114B1224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB56 Embedded Post Base 3 HD3B, HD56, HD76. HORS Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties Sep ## Product Model, Number or Name Product Description 3 XM0114S1224 XMQ114B1224-2K 412-24 Strong-DriveXM Medium -Head Metal Self -Drilling, O 13 LC844, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SDW22436, SOW22458, SDW22500. SDW22600: SDW22638, Strong-DriveSDW EWP-PLY and TRUSS: PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 15 LPC4Z, LPC6Z MP644Z, MPB88Z Light Post Cap 2 8DW22634 SDVJCI5450 SDWC15800 Strong TRUSS Screw 4 X0114SI224 X0114B1224-2 5K, X114S1224, X0112SI224, XQ11261224-2K #12 24 Strong Drive XMetal Self -Drilling, Tapping Screws with #5 Drill Point �^ MPB66Z, Moment Post Base -Drive SDWC 16 PB44, P644R, PB46: PB66, PBS6R Embedded Post Base FL#13628-R5 3 SDWHI9300043, SDWH194WDB, SDWH19600D6, SDWH19B00DB. SDWH191000DB Strong -Drive SDWH TIMBER HEXScrew 5 XU34S1016 XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46; PBS66 Embedded Post Base 4 SDWH27400G SOWH27600G; SDWH27800G, SDWH2710DOG, SOWH27120OG Strong -Drive SDWH TIMBER-HEXHOG Screw 01 Drill Point 18 PSV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS10512, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16. PC46-15, PC48-16: PC64-16, P066-16. EPC44-18. EPC46-18, EP048-15, Post Cap 1 SB518x24, SB718x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS1971Z, SDWS224DO,SDWS22500,SDWS22512, SDWS22500; Strong -Drive SOWS TIMBER Screw (Interior Grade) O EPC84-16, 11 2 SSTB16, SSTB20, SST524, SST628, SSTB34, SSTB36, SSTBI6L, SST220L, SSTB24L. SSTB Anchor Botts SDWS22800, SOWS22900, SOWS221000, SDWS221100; SDWS221200, SDWS221500 FL#35320-RO L 20 PC4Z, PC41RZ, PC5Z, PC6RZ, PC8Z, PC8RZ, EP04Z, EPC4RZ, EPC5Z, EPC6RZ EPC8Z, Post Cap SST528L 7 SDWS2230OD8, SDWS22400oB, SDWS2250OD8, SDWS22600DB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS22100008 Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PFB44-6Z Post Base 8 SDW522312OBB, SDWS22512086 Outdoor Accents Structural Wood Screw 1 DSSCB43 5 DSSC846, DSSCB48, DSHS Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base F1.013872-114 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS27600SS, SDWS27800SS; Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5 FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector V'^/ SDWS27100()SS, SDWS271200SS 3 FPHSD34Sl Cld, FPHS03461015, FPHSD348101&5K, FPHSD3451214, #10-16 and#12-14 Strong -Drive FPHSD Framing-to-CFSSeIf- v! Sea # Product Model, Number or Name Product Description 1D SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34Bt214, FPHSD34B1214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12; CMST14, CMSTCI6, CS147 CS16; CS18, C820, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2,25, LSFC4 25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Stgel Framing Connector V M 2 HRS6, HRS8 HRS12, FHA&, FHA9, FHAl2, FHA118, FHA24; FHA30 MSTI26; MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6'25 SSC2.25, SSC4.25; SSC6.25, MSSC2.25, M5SC4.25; MSSC6.25, Steel Stud Connectors �•j,J Sea # Product Model. Number or Name Product Description MSTI48, MSTI60 MSTI72 S/MST27, S1MST37, SIMST48 MSSC4.25KVVMSSC625KW 1 FJA, FSA Foundation Anchor 3 HTS16, HT520, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTAI S, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, 901345.5, SCS47.5, 80849.5, SCB411.5, MSCS45S, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-6, OH410-6. GH410-8, GH66-6, GHW-8, GH68-6, GH68- 8, GH610-6, GH610-6 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, 5T2122, ST2115. ST2215 LSUBH3.25, SUBH3.25, MSUBH3.25 Straps 33 mil (20 ga) Bridging Connector Son # 1 Product Model, Number or Name AS IS, AS 1885. AS 1886 Product Descrbtion 18 ga. Truss Plates 8 9 SCS32-5197 SCS62 5N7, SCS82-51118, SCS82-61118 SCW3.25 SCW5,5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GLB5A, GL55B, GLB5C, GLB51), GLB7A, GLB76, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25 SJC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT512, GLBT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate I SSB3.518 Bypass Framing Slide -Clip Strut Connector L� 6 HGLBA HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST5215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34Bl414, XLSH7861414 414-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O ICU 7 HGT-2, HGT-3, HOT-4 Heavy Girder-Tiedown 10 MSTC66, MSTC78, STS236 Straps 68 mil (14 ga) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, M7S16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium TvistStraps 13 XQ1SI016 X0161016-41K, XQIS1214, X0181214-3.5K, X07851224, XQ78B1224-3K, 410-18, 412-14. and #12-24 Strong -Drive X Metal Sel-Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SrB1,56, S11211.81, S1B2,06, S1B2,37; 5182,56, S/62.66, S153.12, SB356; S/B3.62, VB4.06, Top Flange Joist Hangers FL#155730-R4 XQ114S1224, XQ11491224-2.5K XQ112S1224, XQ112B1224-2K, X34BI016-51<; Tapping Screws S764.12, S1B4.28, S/B4.75, S10550 X1S10I6 X1BI016.4K; XI81214, X1B1214.3.5K 13 SIBA2.12f8, S/BA2.12/10; SBA2.12J12, SIBA2.12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Descrmtion z J SIBA4,18112, SIBA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAG. GDP, GDPM-5C, GOPM-75, GDPM-100, GDPS, GW 50 GW-75 OW-100, GTH Gas -actuated fasteners and assemblies 15 SfH68S, SIHD88, S1HD10S, SM0108, SIHDI5S, SIHDI5B Holdowns 5 POPA, POPA-K, PDPA MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP W, PDPAUVL, Powder -actuated fasteners. threaded studs, and assemblies Q 16 S1HDU4, S/HDU6, SPHDU9, S1HOU11 Holdowns PDPAWL MG, PSVL3, PSVL3-K, PCLOPA, PECLDPA, PTRHAS, PTRHA4 J 17 S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive. Anchor for concrete n- SHEET NO. July 17, 2023 PA 1 3 . :idlrI - - ----. i I -�� 1-1.::,0� 166h1u ITI Imi6��TL[_j_f1_i,FT_TI,, 1:: l,l -T I f r -- I : -IF- (3) Co -6-4 > C-) MIAMI- UIAW4MDECOUNITY PGT industries, Inc., PGT Industries, inc co (D 0 " L_ MID PRODUCT CONTROL- SEMM PGTIndmstrieslur. j ,,, a :e Cl) 0- 0 CL 0 111905'sW26SteeL Rom 209 NOTICE OF ACCEPT-kNCE: EVIDENCE SVIBIMITTED NOTICE OF ACCEPT.AYCE: EVEDENCE SUB10TTE.1) C%j CU -0 D1U'ARTW.%-r OF RECULXTORY AND ECONONBC R�ESOUILCZSPLER) Mimi, Florkla 33175-21474 BOLARD AND CODE ADA�TJLkT1ON_DrV1S10N_ T(796)315-2551% F(V10313-25" N 0-1 TCE 0 F. AC CE PT_A_N, C,1.- E VE DENTC1. SU B 3HTTE D V_ CIO— (D -= 0 Cl) NOTICE OF ACCEPr-A-NCE (N-OA) 1. Evidence sabmitted under previous D. QUALIT17 ASSURANCE CIO A. DRAWINGS B. TESTS (condnue;d) L Miami Dade Departurnt of Regulatory and F=nomir Resources (R.ER)_ tun) C-) (n 0 PGT Industries, Inc� 1070 TechnololpyDrime. 1. Manufacturers die drawings and sections. 5- Test wport on 1) Air Infitntion Test, per FBC, TAS 202-94 NarthVenic,-, FL U-17-5 (Submiffed nnder..V0.4.,Vo. 11-0107.64) 2) Unifonn Static Air Prmsure Test- per FBC. TAS 202 -94 E. A-LITERL&L CERTIRCATIONS I 0 LL_ SCOPE: 2- Drawing No. titled'Vmyl Sliding Glass Door NOA W% sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. :;. L Notice of Acccptance-No. 1-5-0528.14 issued to Vision F-viusion I;m2ired fortheir = = = -W 0 = 4- co ThisNOA is being issuedunder theapplicable rules and the use ofrowuwtioumaterials- The through 211 of 21, prepared byinanufacturer, dated 1&05AS,,withrevitsion A dated 4) Large Mis sile Impact Test per FB C, TAS 201-94 -'NA1Jte Rigid, PVC Exterior Extrusions for Windows and Doors`7. dated 08TI 3115, cc CU 0 > W:�2 -o 0 E docum�ntation submittedhas been re viewed and accepted:by IvEarni-Dade CmntyRER -11�roduc t Control Section to GV05/17v signed and scaled by, A� L)nm Miner7 P_E_ 5) Cyclic Wind Presnue Loadingper FBC, TAS 203-94 expitiug on 09,30/19. = C? (D " C 0) CL be uaed in Nfianii Dade C-QuWyud Qtheiama 5 where allowedby the AiAmity Haviug Jv�diction (AHT). 6) Forced Eaff y Tt%t- pff F BC. TAS 202-94 2. Notice of Acceptance No, 16-0920,08 issued to Vision Extrusion Limifted for thek -17TE - Cn 2 'Cla ThisNOAshall,notbevalidaftef the expration date statedbelow. The Miwd-Dade County Product ControlL Sectwn B. TESTS along withmadod-up drawings,nd installation diagram oftinyl sliding glassdoor, prepared 10.0 Tan 1.02 and boter Shades (No"'hite) Rigid. PXX ExteAor Extrusions f or -0 U) (In INfiami Dade County) andor the AHJ (in arms offier thauMliam Dade Ckm�),res erve the righ t to havethis L Testreporton 1) UnifortnStatic Air Pressure Test, per FBC- TAS 20-1-44 byFenettration Testing Lab, Inc., Test Report No. FTL 9,. -dated 11/06.45,signed and 549 NAlmdowsand Doors", dated l2o%16, expiting on. 12,L)9,021- product or naaterW testedfbrqualfty a7mranceputposes. If flus product Drmaterial fads to peribrmin the accepted 2) Large Missile Impact Test per.FBC,'TAS 201-94 scaled byIdalm Oftega. P_E_ (lest reportrervised on 11104115 and 02111j_16) 3. Notice, of Acceptance No. I_"528.15 issued to Vision Extrusion Limited for their , the ma %iriff incurthe expense of suchtesting andthe AHTmay immediatelyrev oke- ma dif 013"ner cturer y� or 3) Cyche Wind Pressum Load miff per FBC . TAS _203-94 6, Test report on 1) Air Infiltration Te 4 � pff FBC. TAS 202 "Browa Coated (Painted or Laminated) White Rigid PVC F-Verior Extrusions for suspend the use of such product or material -within their jurisdiction. REi reserves the rizhtto revoke thh along with marked -up drawings and installation diagram of vlayl sliding glass door pmpafed 2) Uniform Static Air Press= Test- per FBC. TAS 202-94 Windows and Doors", dated 08,13115, expiring on 0930/19- acceptance. if it is deterninect by,Kami-Dade CounryProAuct Control Section that this, product ormaterial faih to meet the reqntrementsof the applicable buildiAg code- 17 dated l2i07,45� signed and byFenegrationTestmg Lab, Inc., Test RrportNo.FTL 97 - 3) 'ATater-Resistance Test-. per FBC, TAS 202-94. 4. Notice of Acceptance No- 1"712.02 issued to ENERGI Fenestration SolutionsUISA, Thisproduct is approv-ed as dewribedhezein andhas been desiped to complyw& the Florida Buikkng Code. sealed by Idalnis Ortega, R E. (Test report innised on 014 546 and 02,24,16) 4) Large NUssile In4mict Test per FBC TAS 201-94 Inc. for their "TAIN3040 and Lighter Shades Rigid PVC Exterior includinj g the High Velocity Hunicane Zonie _1 Tf st on 1) Air Infiftration Tw�,per FBC, TAS 202-94 fqx= 5) Cyclic Wind Pressure Loading per FBC- TAS 203-94 Eift-usions for Windows and Doors- dated 091 5�16_ . . expiring on 01'0V2 1 DESCRIPTION: Series -455;.SM2770" Nlmyl Sliding Glass Door (RAnfarced)w*-o 900 & 1350 corners-L.Wm 2) Unffbm Stalic Air Pressure Test- per FBC_ TAS 202-94 along urithmarked-up drawings and nistallation diagram. oftinyl sliding glass door- prepared 5. Notice of A c c eptance N o - I " 7121. &4 issued t o ENE RGI Ft nestratiion Solu tions USA, AITROVALDOCUMENT. DrawingNo. NIM-3570.0 Rev, R, titled "Vinyl Sliding Glass Door NOX(LM)"'_ sheet 3) Water Resistmee Test, per FBC, TAS 202-94- -101 by Fenestration Testing Lab- Inc-, Test Rqx-ift No. F TL 85-52, dated- I'22)Wl5_ signed and Inc-fortheir -Bronzeand Lighter Shades of Clap Coated Rigid P17C Exterior '0. I through 2 1, o f 2 1, prepared by m a=fficluser doe d 10,105,"15 -and lastrevised on 010 IP2 1, si� and sealed by 4) Large Missile Impact Test per FBC., TAS -94 sealed by Idalmis Ortega, P. E. (Test report revised oil, 02115,2016) Extrusions for W indows and Doors" dated 0915 16- expiring on 04/1&2 ,A- Lynn Miner. P.E., bearing theMiann-Dade Co-untyProduct Control Revision stamp with'the Notice of 5) Cyclic A-md PR=we Loading M FBC, TAS 203-04 7 Test relxnt on, 1) Unifbau Static Air Pressure Test. per FBC_ TAS 202-94 6- Notice of Acceptance No- 1"712.03 i&sued to ENERGI Fenestration Solutions USA, -White Acceptance number andexpiration date bytheMiarm-Da& Ccn� F!roduct Control Section- . 6) F=ed Entry Test, per FBC TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 Inc for their Rigid PVC Exterior Extmsions for Windows and Doors" dated Z NIISSILE LV[PACT RATr%-G- Large a nd SmallAlfissile IraFact Resista nt along with marlied-up dmwmgs and installation diagram of vut3d sliding glass door, %epared 3) Cyclic 'Wind Pressure Leading per FBC. TAS 203-94 0&110117, expiring on 02128/18- Limitations: by Fenestration Testing Lab, Inc., Test Report No.Fn 8:15,46- dated 11 iftl'5, &igned and along with marked up drawings and installation diagram ofLinyl sliding glass door, pTepared 7. Test report s No(s). 10 -OD2 - 791_(Jk), 10 � 0 6-140 5 2 7. 5 3 5 7 5 3- 09 - per A�STM E- 94, I- See table I (sheet.Z) and table 2 (sheet D fbTapp1icab1,e.SGD unit sizes, design pressures- reinf=auenjs types. sealed by Idalmis Ortega, P_ E_ (Test report revised on 01,%16 and QALCIG16) by f �ene%lration Testmg Lab. I=. Test Report NG. FTL 6639 (_samples A -I thruA-22), dated ASTNO 192-0 and ASTNID-63 5. issued by EXOVA to Vision Extnision for cellulosic sdass types� sill riser (,%ee tables B-1 & B-2. sheets 7-8) and awhof layout sheets requirements in I I thru 16. 3, Test report on 1) Air Infiltration Te:�t, per FBC, TAS 2022-94 -)o 11 49i'l 0- signed and scaled by Jorge, A- Cause, P. E_ (Sub7tritted under.2NO-4 iYo. 11- composite material 2 Rigid White PVC, Tan (Non -white) Rigid PVC andBrown coated (Painted orlammated) white Rigid FVC to be 2) Uhitwin Static Air Pressure Test- � per FBC, TAS - 2-94 0107 04) - 60wfiffed under XOAX& 11-010T 041 Z labeled per refinaced NOA's requirements- 3) W ater Redstance Test, , per FBC, TAS 202-94 8 Test aport on 1) Air Infiltration Test, per FBC, TAS 202-94 8- Notice of Acceptance No. 14-0916.1d isawd to Kurmy America., Inc. R)r their 3- Egress opefab le doors -must comply with min c kew width or height perFBC requiremeffL a s applic able. 4) Large Missile Impact Test per FBC. TAS, 201-94 2) Uniform Static -Air.Pressure Test. per FBC, TA-S 202-0-4 "Seitm-Glasg, (Clear and White) luterlaver', expiring on 07/04/19. 4. Packet walls under separate approvat to be rewieived by Building of ficial, 5) Cyclic Wind Press= Loading per FBC- TAS 203-94 - 3) Water Resistance TWM, FBC, TAS 202 94- 9. Notwe ofAcceptance No. 16-1117.01 Lss� to Kuramy -kmaica- Inc- f& their LABELING: Each unit shall bem a penument label with the mans&ctums's naine or logo. City, state and series am 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impart Test pefFBC, TAS 201-94 "Trosiffolt 11traclear. Clearand Collor PV]3 Interlayers", expirir�g -on OT080119� following County Rroduct Contral Approved�,nwed herein- along withmarke-d-up drawings and instalhtion, diagram ofvinyl slidtug glass do", prepared 5) Cyclic VVind Pressure Loadingper FBC, TAS 203494 W REXEW.AL ofthis NOA shallbe considered afterz reneuml applicahon hm been fided and there has beenno by Fenestrition Tesfing Lab. Inc.. Test Report No- FTL 8547, dated 12110+15, signed mid 6) Forced Entry Teg, per FRC7 TAS 202-94 IF. STATE.AffN'TS change in Ifie apphcablebuilding code ntgatively aflecting the pertormance ofthis Product sealed by Idahnis Ortega, P_ E � (Test report reviwd on 0.2,�I 5iM) along withmarked-up drawings and installation diagram of vinyl sliding glass door,prepared I- State� letter of confonnance with FBC--5* Edition (2014) and FBC-6* Edition TEI�AnmTION of this NjOAwill occur after-ffie tioud* orif there has been a revisicnorchange in the expirs 4. Test report an 1) AilrInfiltmion Test, per FBC- TAS byFenestration, Testing Lab, Inc- Test Repod No-IFIL 6337 (san4ges A-1 thru A-5), dated (2017� issued by manufacturer, dated 0&114/17 - sigwd & sealed by L-mn Millff. P.E_ Materials. use. and'orniantifilrame of the Product orprocesa-Misuaw of this NQA as an endofsenmut of -=yp:rc&ct, 2) Unfform Static Air Pressum Test- per FBC- TAS 202-94 -0 12,106110, signed andsmled by Jorge A- C:am� P. E. (Submifted under Al ANNo.11- 1- -ement letter of no fmancial. interest, dated 0411&, 17, issued byLatmfacturff. signed - Stat for Saks, a&rerfisinsr or any otberpuiposes shall automakc any tetmimte this NOA_ Failure to, coaplywr& any 3) W attr Resistance Test, per FBC_ TAS 202-94 610 7. 0,P) sealed by Lym Milk-L RE section ofthisNOA shA'be cause for te�`n and renw-va1ofNQL 4) Ixge Missile Imp= Teg per FBC_ TAS 7 1-94 - -0 3- Letter of lab compliance, part of the abo-ve test rq)orts. A_D'XT_RT1SE_X,ff_N-T . The NOA number preceded by the words Nfiamr-Dade C orinty. Florid.-,� and fo Bowed by th e 5) C�Thc Wind Pte=re Loading per FBC- TAS 203-94 C. CALCULATIONS 4. RE_R_ Test Ruposal No- 17-0397. dated 051X)5,117� signed by Idnq Chanda, P_E_ expiration date may be displayed in ad%mrft=g Werature.. If any -ion of the NOA is displayed, then it shall be pod 6) Forced Entry Test, per FBC, TAS 202-94 -ing w I- Anchor verification calculatums, and sirpchual malysts, comph it done in its entirety allong wAh marked -up drawings and installation. diagram ofvmyl abding,glass door- prepared prepared by PGT, dated 12.094 5and bst m� iied on 02JI 5116, signed and sealed by G. OTHER INSPECTIO'N. A copy of this eatire INOA Amll be proiided' to theuserbylhe manuftctuteror its distrfttors and by Fenestration. Testing Lab, Inc., Test -Report No. Fn' V548-dated-110411.5,signed and Arithany L Miller, PE. (Sif b miffed ursder A A70.4 No� 15-1210.04). 1. Notice of Acceptance No. 15-12110.0.1, issued toPGT Industries.for-their Series shall be availabtle for uLTeetten at ffiejob site at the TeTust of the, Building Official. sealed by Idahms Ortega. P. E. (I'est report revised on 0 L'OV16 and 021,11/1 6)_ - with ASTNM-1300-09.. 2, Glazing complies -557412770" Vinyl Shftg Ghas Door -ced) - ex�ptrmg on 04/14,121- Reinfoi This NOA rL -vises &reaevrsNOA9L20-0429.05 and consiMsofthispage I andevidencepagesE-1. E-2- E-3., E-4, Z/m" 61 rL -4, E-5 & E-6 as well as appromal document mentioned abovv- The s ubmitted doe unie ntatioa was mdewed by Isbaq L Cha nda, P 1. Ishaq L Chamda, RE. Ishaq L Maude P.E. Z& Wiaq L Chanda, PX. Product Control Init Supervisor Product Control ruit Supem'sor Product Control"Umit Super -riser NO. 214209—W -N-O.k _N�o. Z 1 -0 2 U --.0 3 NO.A. N's. ! 1 -0 ! H- No�. ExpirafionDater Aprill.4,2026 Expiration Date- April 14,2026 ExpirationDate: AprE 14.2926 IxpiratianRstet Apri[14,2026 NNW .4,ppreval Dlkle:marrh 15, 2021 App r o v a I Da te- Xfa re h 25. 10 ! I -Approval Dam 11arch 2k5* 2011 9 -Approv2IDate. March 2.45,2021 PGTIndustriesjnc. CGI Windows and Doors, Inc. PGT Industries. Inc. N OTIC E OF AC C E PT -A N CE - E 170 EINKC E SUB 111 ITF, D NOTICE OF ACCEPTANCE: EN-MEINCE ST-17B W-TY-D -NOTICIE OF ACCEPTAINCT: EVII)ENCE SUB31ffrTED 2. Evidence Submitted under previous submittal E. XLkIMAL CERTITIC.kTIONS (continue) 3. New Evidence S ubmitted 5. Quanex: Past Super S-Dacer $tandard complying , with ASTM C5 IS Ther�m 1 Conductivity A. DRANAT�GS 0-881 BTU -in/ hL-W-7, ASTM F 1'2249 ASTM D3985 M-ygen-Pass, AS-M4'E _%VL A� DRA NGS B, titled -Vm L Drawing No.'AID-5_5770.0 Rev yl Sliding Glass Door NOA sbeets, L Drawing No-INED-5-1570.0 Rev W fifled"Vinyl Sliding Glass Door NO -A (LMY', sheets I I through 21 of 2 1, papared bry manufacturer, dated 10,135A 5 and last revised -on through 21 of217 piepared by manufactutm dated 10,105/15 and last -revised on 02/010) 1 OV22120, signed andsr,&d by A- Lynn Miller, P�E_ 6. Quanex Part Daraseai complying with ASTM C-518. Themul Conductivity 2_29 BTU-iti� sigaed and scaled by A- Lynn Mi. _E_ iller, P hr_-fF--.F, A.SiV F 1249 VkWTRPas& ASTM D 1434 Argon Pemmct-Pass.. ASW E Note� This revision consistsreplacement ofsame existing installation sa-ew withfiat head- B. TESTS 2189 I.G. Dumbility-No Fog, AST-M E 546 Dew Point Developmmr -20'F in 48 his. 1. Test telxnts on: 1) Air Infiltration. Test, per FBC, TAS2202-94 (Subm itted under jV0_4 A'& 15-040-9.0-5). 2) Unifonn StahcAirPresziure Test, Loading per FBC, T-AS 202-94 7- Vision E-Anisions- Ltd- Pats conplying wfth PVC-AAMA 303-13, Vbkntary Specification B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Poly�vinyl Clilonde (PVQ Exterior Profffes for Vision ExMisions, Ltd.-VEX-1 by 1. None- 4) Large Miss& Impact Test per FBC. TAS 201-504 AAMA Fertestratiou Extenor Profile Certification Piogran-L ('Subff,thynd under _X0 4 Na .15- 5) Cyclic Wind Pressure Lmdingpei- FBC, TAS 203-944 04 09. #5) C. CAL C-11LATIONS along with marked -up drawings and inst2llation diagram of all PGT Industries, Inc- 8- Vision Extru4ons, Lt d. Part s compbjig wft h PVC -AANL4, 3 03 43. 1_ None�L representative units listed below and tested to qualify Dowsd 791 and Dowsu 983 Silicones, . fS ribmi fted under A-0-4 X& 15-6469� 95 prepared by Fenestration Testing Laboratory� Inc-, Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification 'for Rigid Polyvinyl Cliloride (PVQ Exterior D. QE4,LITY A S SU KAN C E FTL-7897, PGT PW5520 PIVC Fixed Window (imit 6 in proposal), dated 00,�V3114 Profiles for Vision Extrusions. LtdA-EX-1 by AAMA Fenestmtim F_xteriof Profik 1. Miami -Dade Deputrnent of Regulatory md Economic Resources (RER)_ FTL-20-2107.1, PGT SGD780 Alumimm Sliding Glass Door (unft 7 in proposal) FIL-20- certification P�Mgram_ 2107.2, PGT C.A:740 Abm Outswing C-asement W-adow (unit 8 in proposal) YTL-20- 10. 'Notice of Acceptance No. 184217.14 issued to Enffgi Fieuestration. Solution, USA. Inc. for E, 3,LkTERLU CERTMCATIONS. co 2107.3. PGTPW, 7620A Ahmiinurn, FixeA Window (unit 9 in proposal) and IFTL-20-2107.4- their "Tait 3040 & light shade (non -white) White Rigid PVC Exterior FAtrusions for L Notice: of Acceptance No- 19-ON5.02 issued to Kurm-ay Amaerica, lnc� for -their > PGT 1W 7620A Ahmumma Fixed Windour tunt 10 in proposd) dated 07!13120- all signed Windows and Doors7', ex�g on 022,43+21 "Trosifolt 171traclear, Clear, and Color PI�T Glass Interlayers-, expirtg on OV08024- CZ 0 and scaled by Idalmis Ortega, P-E. 11. Notice of Acceptance No. 1"1221.02 issued to E=p Fenestration Solution, LTSA_ Inc- for 2. Not X-e- of Acceptance No- 17-080&02 issued to Km-aray America, Inc. for their their sems 'White Rigid PVC Exterior Exa-usions f or Windows and -Doors".. exp='' g on "Senh-yGlasf �Clear and-111ke) Gk&s lnterlayen"_ vq*ing on 07104421 > CDL C. CALCULATION'S 1. '7th 0112V23- 3- Noti& of Acceptance No. 18-1106.10 issued to Vision Extrusims, Limited fbT their'Srown 0 Anchor venfic-ation calculations and structural analysis, comptiring with FBC 12- Notice of Acceptance No- 21W203.03 issuedto EnergiFenesl tionSoluftoAUSAjnc.far COMM (Painted or Laminated) White Rigid PVC Extefloy Extairsims for Windows -Edition, (2020, dated 04P221'20, prepared by manufachutr- signed and scaled b y their -Bronze & hot shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expiring on 093024- _40 0 Anthony Lynn.]VUer, P_E_ Windows and Doon-, expiring on 04/16Y25. 4- Notice. of Acceptance No- 18-1106.11 issued to Vision Extnisions Limited for their series =3 Glazing complies with ALSTIME1300-04, -ff. -12 and -16. "kT- 1000 Tan 202 and kahter shades (_Non-X%1fte) Rigid. Cellular PVC Exterior _0 D. Q Uj -A L IT17 A.S S T-TRANN C E F. ST_jTE'7%ffi -TS Exwasioms for Windows and Doors - exp=9 on 1212-9f2 1. 0 Miann-D-ade Department of Regulatory and Economic Resources. OZER). 1. Statement letter of conformance to YB4C 711 Edition (2020), dated 0411222,20- issued by mmu&acturer, signed and scaled kyAnthonyLynnMillff, P_E_ F.. STAT12NIENTS E. '3LAXERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. ismed by mamifachu-m dated L Statement letter of conformance to FBC 7& Edition (2020), dated 02.61/21, issued by L Notice of Acceptance No. 1"30-15.021 issued to Kuraray America, Inc. forth& K 18,120, signed and sealed by Anthony Lynn Miner- RE. manufachuer signed and waled by Anthony Lynn Miliff, P. E. U) "Trosifollt, Ultraclear, Clear.. and Color PVB Glass lnterlayers7, expirig on 3. Private Labeling Agreement document between PGT. dated 033CV15 and signed by all 2- Private Labeling Agreement dated 03)OKI between PGT Industries, Inc. and CGI 07=04- in�'Olved parties. ATibdows and Doors Inc., signed, by Dew K Ruark, P.E., VP. Engia�, on behalf of 1 Notice of Acceptance No. 17-08,0&02 issued to Kuraray, Asmica, Inc. for their "SenttTGhsl bothc (Cim and Ulke) Glass expift on'07104)23- G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Lfinited for th& 'Trown, L This NOA YeAses N0A# 17-0420.06TVTwiCGI) and updates toFW,2020 (7ftEditionj G. OTHERS Coated (Painted or Laminate4) . White Rigid PN,-,C Ixtorior Extrusions expmngr L This NOA revises & renews N-'O.A# 20-0429.05 (PLA w/CGI). expiring 044+26. for Windows and Doors", expiring on 0930024� 2 RER Test proposals #19-11515 dated 0 1402 0 appToved, by Ishaq 1. Chanda- RE. expirin�g The cuarent nsociated PLA CGI file #21-420-55.01, expiring 04/14,026. CU A. Notice of AcceptanceNo. 18-1106.11 issued to Vision Extrusions Limited for their 04,,114!21- serits "VE 1000 Tan 202 and fthter shades (No"hite) Rigid Cellular PVC LU Exterior Excmsions for Windows and Doors7'_ expiring on E1,29,127 1. hhaq L Ckauda� P.E. Ishaq I Chamitla � P.E. Z Ishaq L Clkasdm, PJE. Ptodwa Control Unit Supenizor 'NOA Product Coutwol Unit Supenisor Z P,Vod*t Control Unit Supt—isor No. 11-020A."D3 NOA No, 21-ONS,03 NOA No. !1_0201SA3 Expiration Rate- April 14,20216 ExpirationDatt. Aprill.4.Z0116, ExpirationDatet AW-, il 14,2026 Approval D—,a tv, MarclL 1.5, 2021 � Ma re'h Is-, !Q-1 Approvil DaA*. CL ApprovskiDatt- Ifarok _';,2021 E -5 1 SHEET NO. July 17, 2023 PA 1.4 N r- U) N U >O� r�1lAnru-nAnE COUNTYi' (DMIS-4I+"11•DIAOE CDL p • PRODUCT CONTROL SECTION Cast -Crete USA, LLC '� Cast -Crete USA, LLC Cast -Crete USA., LLC N l_ O L CU -0 a- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 . BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' � U Qi U) c - 0 NOTICE OF ACCEPTANCE (NOA) w•nzyamidade.gov/econamy 0 � to 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605,04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 = "O N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O Seffaer, Florida 33584 1» Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled ""Precast and Prestressed Lintel Details'; sheet I of LL CU C .�, prepared by Craig Parrino, P.E., dated March 24, 20(13 and Drawing No. LT 4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6„ c� 12 " N O M O > SCOPE: "Cast -Crete 4 ", 61' & 12 "Lintel Sae Load Tables', sheets 1 through 3 o 3, prepared by f g f p ," „ �> LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables , sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114. al% -U) � p O N s- 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 #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last o prepared, signed and sealed by Craig Parrino, P.E., on 08119/14, ' "' � U) +� Q •— � � . The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008 all signed and sealed by Craig Parrino, P.: , on z7 1— > w �O Q � � CO Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS S March 22, 2012 B. TESTS U o a .0 — (AHJ). L Test report onflexural lexural testing on 4 "" 6'" & 12 " Precast Concrete Lintels Filled and 1. None. � e o m This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perAST'ME-529-94, prepared B. TESTS y o C. CALCULATIONS Section In Miami Lade County) and/or the AHJ in areas other than Miami Dade Count. reserve the right to have ( t3') ( Y) Laboratories, Report No. 3 404 dated 04110103 signed and by Applied Research Laboiat s, p_ 0 .A, g 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14,236, N this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., sued and sealed by Craig Parrino, P.E. d a accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. � modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami County Department of Regulatory and Economic Resources (RER). co 3 d ' fails to meet the requirements of the applicable building code. q Pp g Parrinn. P.E. signed and sealed b Crai Parrino, P.E. 5 Y $ 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory. Affairs. � a c 2. Calculations or Cast -Crete Lintels, dated 05129/03, 140 pages, prepared b Craig f p g p P Y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and lias been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, F.E. E. MATERIAL. CERTIFICATIONS 1. None. o Zone of the Florida Building Code. 1 None ra DESCRIPTION: ( Cast. -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOC[J1VIENT. Drawing Na. FD4612, titled Precast and Prestressed Lintel sheet 1 of 1, «Details", L Quality System Manual.for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter rain Cast -Crete USA Inc. dated 0811912014 signed and sealed b Craig f _ gn Y g prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. ", Lintel Safe Load Tables", 1 through 3 of 3, prepared by Craig. Parrino, P.E,, dated March 24, 20tJ3, last 2, Cast -Crete Quality stem Manual for Prestressed Products dated 2002, Q tY Sy e 2 1 by Craig Parrino. P.E., certifying compliance with the Florida Building Code, (1 0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I 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. 1*•D4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4t 12, titled 1. None.County B. TESTS logo. tCt4"6 as-ree , "" e Load Tables", sheets 1 through 3 prepared b "C& 12" Lintel Safe f of 3, �' P p y 1. Nine. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008- B. TESTS C. CALCULATIONS LU change in the applicable building code negatively affecting the performance of this product. B. TESTS 1 Nine 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. CALCULATIONS1. B Miami -Dade County Department o Regulatory and Economic Resources RE Y tY P f gu rY (RER). any section of this NOA shall be cause for termination and removal of NOA, Nave. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (.RER). E. MATERIAL CERTIFICATIONS L None. the expiration date may be displayed in advertising literature_ If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety, E. MATERIAL. CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E» MATERIAL CERTIFICATIONS 1. None. L Compliance Letter with the Florida Building Cade, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and r ' E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. elur A. Makar, P.E. M.S. y = elmy A, Makar, P.E., M.S. elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor MAMMAD€ C!O!U! TY NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.I5 NOA No. 20-0630.15 i , Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1'112023 ea� f to J to , Approval Date: 08/20/2020 t Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 t Pagel E-1 E-a E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1, None. 1, None, B. TESTS B. TESTS 1. .None. 1. None, C. CALCULATIONS C. CALCULATIONS T None, 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PIER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (REV. E. MATERIAL CERTIFICATIONS E. ICAT MATERIAL CERTIFICATIONS E CE ONS ,,,6-0 1. None: 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. $. EVIDENCE SUBMITTED iJPiIDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > > A. DRAWINGS Crete USA, Inc., dated 06111f20, si ned & sealed b Craig Parrino P.E. g Y g � O L 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. / Q LT4612, titled "Cast -Crete 4 ", 61' & 12" Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �■ -6 -0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E,, on 0 January 22, 2019. :3 B. TESTS 0 1. Nine. C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE (0 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U 00 E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER 1. Article of Conversion for a name change. O s' �. w 3 e my A. Makar, F.E., M.S. Helmy A. Makar, P.E., M.S. 5-- Q QD Product Control Section Supervisor Product Control Section Supervisor Z „J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/20 0 —r E-4 E-5 SHEET NO. July 17, 2023 PA 1.5 /_ / I ILI ECO illi,Nli ;ILLIT TESTING S ENIGINEEFurdri COMPANY PRODUCI-EYAL 2 2,2_�TWREPOR71`15: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads MOIDUC C KYA1JUAT10NR]EPDRLNQ_2L.#2UM 3 - L MATEMAL CHARACTERISTI,C.6 A , - WO SPECIFICATIONS.- Shall be strictly in accordance with General Notes and Components indicated oil sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing -.- - WATTER A. TILL17T., JR., ?,I,. tdkzo �]-Tl- YL PX, L'-o � 1�77 ,T C � L;. 1411. W06719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc.. Reports # 96-569 dated 08/09/1996, #96-570 dated 09[18/1996, 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P-E., Fenes Tti Inc, reports # 2032 dated 04/1611998 and # 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No, 7. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 20m, an sheet I of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by WaltorA. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY; Storm Panels Z1. STRUCTURAL ENGIN TKAIIS: T2. Product may be installed within HIGH VELOCITY HURRICANEZONES as On 20 Gage Galvanized Steell ormPa I for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: QIQbal Pimlitliction PLQdM;t*J.M length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 61 Street section 161 6 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. Davie, Florida33314 dated 11103/08 and 03/12111 5, signed and sealed by Walter A. Tillit, Jr., P.E. PURPOSE OF EVALUAITION; 3. MISaILE IMPACT RESISTANCE. Product Evaluation Report prepared by Walter A. Tillh, Jr., P.E. (Florida License .1, This is a Product Evaluation Report Issued by Walter A. rillit, 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, LLCI Rule Chapter No. TAS 201 Protocol. 61G20.3, Method I D of the Florida Department of Business and 4. WIND LOADS 8_e$J5jAN GE- %,,,%IiINIlNNt',' ,�%,,I;j�k N, T14 41',49, I ,,, 7% Professional Regulation. ___ 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �,sI - , , - I _ 41 L , ., ,/ , ��.-`,,,\�jENSj'%�P ',-, -41, , , , . tl� t This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8,10,14, 15, _ Z .. S� ' . ' 1, - --N - - � Vc. 44167 been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. , -,--- , I ,:��, ---__ jt_� - _-S:= , _ , -----:;:: =_-*-_-* * F 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� 14, 15, 17,18, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.), .- 1 $ .. = _��_-A,��,-'6011j?-S�T., STATE OF at least equivalent to that required by the Code. drawing No. 20-176, - - .",551 ,-,� " ,v,- O', F Vk '. , W, 40pj�) ,-'-,;g1 " This Product Evaluation Report shall be subject to review and revision in case of ,(,. , ,,, ��._ ,.� 0 ! �c 11�111111" %;, 816N '1114111111110% a Building Code change that may affect Its limitations and conditions . INSTALLATION: I, Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 1 0 thry 20,23, 24 and 26 of 26, of Product Evaluation Document WATV-L. D1 TILTECO ADMON RtiCORDS � P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 90 GAGE 2, 1 � PRO D UG_T EVALUATION DOClItMENT (P. F. D, I m (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELk DRWGA 20-176 � REPORT# 20-0728.01 Drawing No. 20-176, thied 1120 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8,14, 16, 26 and 26 of 26. of Product Evaluation Document sheets 1 thrul 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing Nm 20-176. Tillit, Jr-, P. E.; dated 07128/2020. This drawing is an integral pa Ft oA,,1P,iS,,, Evaluation Report, o%kui tit 01N -,;I 0 - ke ""I 'A%kO1111100,11", oll V� N T1441p'n'& .111% �X �. ,, . ". - ,� .......... /,,� ". " - --- 0 EN � ,/ v' I - c- -9��.--` 0, '5�� ". �p S, �� ,/ '. I�I- " :NS-. :P'k !��. - \� , � - \r, e % - �,,� �-. _1� *-. " 1. ,-_------N*----:7 ... ,�. - _ ,. __'__��, . I _ .- - __- '_1 _. - � , , * No. 44167 ', a I - - ____ - Z '� __ '- � �-- J - . . 167 = __ _� t _44 . Z - Z � - 11 . *. : = 7"" ". � 1* -*g I , ��-r;1 * i * �= " �'7_ � . - il� I --*. I—- . . I— .. 4 S -�D .. -I cj� " - - _/ / �,_ _-Iq:� S-TATE OF �-')9�1 - -1 � -�� ' I., - ' 0 A, -, �,�. 4 1 � , Op.im�- , -, 11 -it * - , ,& �S' , ;-� , �, R W ir,� 0 '.. ZoRv3 ..�'o �$ � --,,. r� � ............ �� ,0 __`_ 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - "I'll * �%,. ,916NALI� ,o', 'ef"Ififluittlool", F1 iqw I , I 11 I GENERAL N : 8 3) IN CASE IWT PRECAST STONE, OR PRECAST CONCRETE PANELS, SMM OR WOOD SOPANGS BE FOUND ON! THE b" M - - tXISTINC WALL ANCHOn SHALL RE LONG ENOUGH TO REACH TKE MAIN STRUCTURE BEHIND SUCH PANELS- ! STORM PANEL SHOWN ON THIS PRODUCT UATON DOCUMENJ (P ED ) HAS BEEN VE91PED FOR CONIPLIANCE IN ANCHORAGE SHALT� BE AS MENTIONED IN 9,I) AND IN 6.2). ACCORDANCE WITH THE 7020 [7n, -EDITION) OF THE FI.ORIDA BUILDING CODE� �C) TO-QgMba-t=-'W&-WFSMC-04�=-��Q.IA-MW�I DESIGN WIND LOAM SHALL BE DETERMINED AS PER SECTION IWO Or THE ABOVE MENTIONED CODE, - 1/4-f TAPCON ANICHORS. ASI MANUFACTURED BY I I IN BUILI INC FOR A WIND SPEED AS ACQUORED BY THE JURISDICTION WHERE THESE SNUTTERS Wal M INSTALLED AND - #14-10 PARELNIATE UVAN-E 0 AND PARMWIF F LUS ANCHORS. AS MANUFACTURED W fLQQ CONSTRUCTION PRODUCTS FOR A DIRECTIONAUTY FACTOR hd-,0,85. USING ASCE 7- 1 6 AND SMJL NOT EXCEED INE MAMAUM (A -SO ) - 1,t,4,"O LAr SCREWS PER N�V,$. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRO 12- 14, 15, 16, 79 & 20, - 6-0 v S/W WCOD BUSHING, AS DISTRIBUTES OY ALL POTNf SCFTI WIJ & SPECIALTY CO. IN ORDER 70 VERt"T T14E ASGVE_ CONDITION. ULTIMATE DES" WIND LOADS DETERMINED PER ASCE Y-10 SHALL SE FIRST REDUCED TO A.$. 0 OJESTON WIN* LOADS BY MULTIPLYING THEM BY 0 6 #4 ORDER it C I) MINIMUM MIREAM PENETRATION INTO WOOD X TAPCON ANCHORF SHALL BS I 1/2- AND 2- FOR ELrO PATICUACE PLUS - COMPARE THESE */ "X- IWS-OI DESIGN PReSIJURF RATINGS NDCATED ON SHEE 7 THOU i7, I4, 15, 16, 19 IS 20 'AND PANELMALL FUAJUE VOL IN ORDER TO VERIFY THAT, ANCFOR5 (A MTS P E M AS TESTED WERE NET 91" VRE.Sro, A 2314 INCREASE IN ALLOWABLE C 2) MINIMUM THREAGED PENETRATION OF LAC, SCREW, INTO T4J WOOD TRAJAr UNr� SHAUL BE T 1/2' NO "WED PENETRATION INTO '_TUCC0 SHAL. BE CONSIDERED AS PART OF THE REOVIRED THREADED PO4-MIICW STRESIS FOR WJR0 LOAM WAS _N.aL USED IN THEM ANALYSIS FASTENERS SPAC20 TO WOOD HAS BEEN DETERMINED IN ACCOREJOICE WIT'. HLOS, 20ib, C 3) MINNUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS OWANO STORM PANEI ADCOUACT FOR IVPACI AND WIND PESWAKE HAS BEEN VORIFIED IN ACCORDANCE WIT- SECTION 1 626 OF ME ABOVE MENTIONED CODE AS PER StRRICANE ENDINEERING & TE$MW INC, PEPORTS %-569, 96-570 & 96-T.�O AND C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/5- 1/4- 0-20 SCREWS USED SNAU BE 1 1/2* CONO MINIMUM FENESTRATION TESTING LAB INC,, REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO COST. A90 J* MINIMUM FOR WALLS WITH No STUCCO, AS WELL AS AMMICINY JEST LAB OF SOUTH FLORIDA REPORT 0OZ19.01-09, AS FEW TAS 201, TAS 207 AND TAS 203 STANDARD& C5) 94 CASIE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OPI Wom SCARDS BE FDONO ON THE EXISTINC 2 ALL ALWINUM DTRUSIM `0 BE 6063-Tb ALLOY AND TEMPER. (UNLESS 01INFJOVISE NOTIED) SEE SHEET 2 WALL, ANCHORS SHALL BE LONIC ENOUGHrTO REACH THE MAIN STRUCTURE 81:14NO SUCH PANEU& ANCHORAGE SHAa BE AS MENTIONED IN � I I. C 2) & C ') 3 ALL ALUMINUM SHEET CIETAL USED AT CLOSURES %HALL HAVE 3105-HI4 ACCOY, (U) AING�GRS SNALL BE !NSTALTE3 FOULGINK ALL OF ME RECTJMMFROAMJJr� AND SpEC,FR;AJK)n OF THE ANCHOR'S MANUFACTURER A ALL STEEL SHEET MSAL RANELS SHALL HAVE STRUCTURAL QUALITY STEEL AST4 A-0A GRADE 50 MINIMUM. r-60 GALVANIZED STEEL DESIGNATION W/rY- 5,65 �1 (AFTER ROLLED). IT PANELS MAY ALSO BE INSTALLME HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION S THRGUG� 10 (SHIEETS � THROUGH 6) IY.CU- rIAT HEADERSqj&(3) SHALL NOT BE USED n ALL SCREWS TO RE STAINLESS STEEL 304 OR, ,-16 AST -SERIES OR CDVROSBh RESISTANT COATED CARBON 57M AS PER 9 TI SHALL BE THE RESI�iONSTINUTY OF THE W41RACTOR 10 VERIFY THE SOUNDNESS DF THE STRUCTILME WHERE SHUTTER IS TO BE k3i YIELD STRENGTH AND 90 ka, TENSILE STREN DIN 50018 W GTH & SIINA. COMPLY W/ FLORIDA BUILDING roGE - It�15C IS WOOD FWME SECIrION 2. �3.4 ATTACHED TO "SOW PROPER 44CHORAGE THIS SHUTTER SHALL ONLY BE ATIAO D TO CONCRETE BLOCK OR EARLDINGS. 6 BOLTS TO RE ASTM A-JW qkL,AN1ZEO STEEL Of? NEI ,504 SERIES, STINNLESS STEEL WITH I* "i WNMVM YIELD STRENGTH. 10 EACH REGULAR STORM PANEL. WM LENGTHIS OVER W-6 THIROLUGH 12'-4* AS PER SECTIONS 6 a a & 10 AND ALTICKNATRkS ON, SW & I OW ON SHEETS li� 6 * 12 RESPECTIVELY, SHALL ILHAVE A LEGIBLE AND READILY MISCE WAKING INSTRUCTING OWNER OR I ANCHORS 10 WALL $K41 M AS FCLL&WS� TENANT TO SECURE PANELS WITH APPLICABLE R-WORCEVIENT DURING PERIODS OF HURRICANE WARNING EA) T10_JWnW.,r9Vsc;1_AQN9'= I I THE INSTALLATION CONTRACTOR IS TO SEAi,/CAULK ALI SHVrTER MMPCNCW EDGES RPTCN IJEMNN IN CONTINUOUS C0141AV WITH - 1 /4'# TAPCON Ot*10AS AS MANUFACTURFO OY I T W BijILDEX, 19C O,Pt, rc.31 'Al W.� I ) THE DOETRING To PREVENT WwD/"�N iNT"ON. - 1/4' 0 . 7/8' MX-TR AKNOn �S MANUFACTUTTEO BY VE%KkCT INC (MIN, !'�jooc n.,.) Ile. A ,1/4' SOUD-SET ANC.40145, AS DISTRIBUTED BY ALL POINT SCTGW, BOLT A SPECIALTY CO, 12 STORM PANIEL. INSTALLATION SH641 COMPLY WITH SPECS INDICATED 0 THIS ORAWWO PLUS ANY BUILDING AND ZONING REGULATIONS (WI, f�F-3000 P.-) PROVIDED By MIE 4VINSOCTION WHERE PER101 G APPLIED TO - 1`14-to PAREWATE FEMALI 10 & PANELMATE PUTS ANCHORS. AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS 13. (a) THIS PRODUCT ENAL.UATION, DOCUMENT (P E D.J PREPARED, BY THIS ENGINEER IS GENERIC AND ODES NOT PROYDE INrORMAITTIN INJN� I' W150 ".0 FOP A SITE 5PECIFtC PROJECTz I., W14ERE TIC SITE CONDITIONS DEVIATE FROM THE PILO - ,�, 'O Cf 'JAP-GRIP ANCHORS. AS M4140FACTUREP S1 T RV -FAST CDRPOUTION (I'-no-O p I A 1) MINIMUM EMBEDMENT OF TA�CON ANCHORS IWO POURED CONCRETE SHALL Er I �/*": 2' Pon pANEUMTE FEMALE tbl CONTRACTOR -10 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SWETY Or TIftS PRODUCT To BASED ON M�, PZ_D. PROVIDED HE/SHE DOES NOT OEMA71F FROM THEE CONDITIONS DETAILED ON TIP-, DOCUMENT AND PANEWITE PLUS AND I 1/4* FOR CF TAP -GRIP ANCHORS CONTMOVION SkFEIY AT SITE IS THE CONTRACTORS RESPONS80 [TY A2) CALK-ITt & SOU -SET ANCHORS SHALL RE EMBEDDED 7/8' INTO ME POURED COAKN ETE 00 EMBEDMENT INTO (c) THIS PRODUCT r4ALUATCH DOCUMENT W11 BE CONSIOMED INVALID IF uGETnED. STVOCO SHALL HE .Ea"'ED Itt- 0-20 SCREWS USED SHALL BE 1 1/2- LUNG MINIMUM SHOULD STUCCO VAST, RD ,� MINIMUM FOR *40 VM NO STUCCO, AND WY &F HEADED SCREWS ,OR ALL MPEAM SCREWS W/O "EAD. UI) SITE SPE-CrTr PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AROiFTCT WHICH. WILL BECOME OiE W WITH WING Nuts ENGINEER OF RECORD (Em-R.) FOR THE PRwm mo WHO WILL BE RESPONSIBLE Fop THE PROPER USE OF ME P.F,0. ENGINEER OF RECORD. ACTING AS A MEGATIED ENGINEER TO THE A N IN CASE THAT PRECAST STGNL PRECAST CONCRETE PANEU, -AVERS. STUCCO OR WOOD BOARDS 13E FOUND ON IMF P SO, ENWNEER� SHALL SUBMIT TO THIS LATTER THE SIT SKCfFO DRAWINGS FOP. RFYIEw. EXISTING WALL OR FLOOR. ANCHORS Skk( BE LONG ENOUGH ,TO KAX,'H THE MAIN STRUCTURE BEHIND SUCH PANE-1 S ANCOORASE SHV BE AS MEN71ONED IN A 1) AND IN A,2), W THIS OF 0 SHALL BEAR IKE DATE AND ORIGINAL SM AND SGRAIURE OF ]HE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT (0) 10,&KIZU M ". , � 4IUXQLN&"P"=!19 IAM ANCHORS A$ MANUFACTURED 01 I Y W SUILOE�(. INC, 14 SNUTTER VANUFACTURMS LAM SHALL BE LOCATED ON A READILY 1ASTOLE LOCATION AT STORM - I/ . A PANEL SHUTTER IN ACCORDANCE WITH SECTION 17D9.9.3 OF FLORIDA GUiLONG CODE� ONE LVM 4 � 7/S' CALK -IN ANCHOR% AS VANLIfACTURED W DEWAGI INC OAN t'1500 p,t,I) SHINE OF PLACED FOR EVERY OPENING, LABELING TO COMPLY M114 SEITION I?mo,2 OF �,E - ,/, 0 9 �/4_ SOUD-SEr ANCTIORS. AS OSTRIBILMED By ALL POINT SCREW, BOLT & SPECIALTY SO FLORIah BUILD" CODE (MIN V-1800 P�T_Q _ I I � to PANELMAIE AMNI IV AND PANFEWTE PLUS ANCHORS. AS M.NTJFA�.�Pc) BY ELZO tONSMuCTTO. INS OIJAIMOIC SHALL ONLY BE USED 70 1 I , MAIN PERMITS IN THE STATE OF FLORIDA PRODUCTS ILWT F--�ID71 1,..�,> "oo nNuh, Nvl� - /4* * GF TAP-GPTP ANCHORS, AS NANUFACTURFID 9V TRLI-FA57 CORPORATION Fk A , "�Ie_ , 114Z ' - � IA". - _11: " - DA) MINIMUM EMODOMENT, 01 WCON MINORS, FAN PANIE,NATES AND CF TAP-GOTP ANCHE, .- 11. -&I , ic I-*,. .SA, FLORIDA BUILDING CODE (Nigh Velocity HtI Cone Zone) 00 STOCK UNIT SHALL OF I I/�'. i .� _e , - � __ __ _ _____ PP Z , . t 1_� .Mo PLIM 'K 20 CADE GALVANIZED STEEL SIORM PANEL A10. 41167 '. 1 _~ � fL21 CALK -IN & SOUD-SET, ANCHORS SHALL BE EMBEDDED 7/8' INTO THE COKRETE BLOCK UATT No rNsetipp !� --, - INTO STUM SHALL RE, PERMITTED. � /4- 0 -20 SCREWS OSED SHALL BE I 1/2' uakC MINIMUM smDO13 ftCCO 30 ! = "IST, X-40 1 . MINIMUM FOR WALL$ WITH NO STUCCO = � __>*_______9__1 11 \ GLOBAL PROTECTION PRODUCTS, L.I.C. "N".'v"" /_,� MM-C M. S':�.'-. STAr OF __ 0 I". " - .. 51 ,TTX,5T __ - -k,0<ic.',- - -� 0 R D N I,FA� __ - A ------- - .. --i , .. - - - . - __ CONPANY � � M' - It-=-;."," �W (t)"-w, lw� (9."�711 20-176 - -,� S "' .. - _ �K . - - , - 1. , S *1 �,,,,-,,-,,�2�x . �� - `R -&_ IIKAIWA� - I _-!�, 0 �f,.,�,n,?iMn, , '0006", . - ,-,- '"�o ...''-. ".. - n�-_,!!LA I-.-, -.,w , zz:�� . I - I - - , It, J. I I __ INSIALLAMN DETAILS FOR REGULAR EMM3 4.10A INIQ EX1511619 PQURED CONCRETE OR CON R TE BLOCK STRUCTURES CoNKAI .,SR, WE wwoua ON CONCRETE *N:N� � V_ $Aem a MROW, 9) I I =11=1=: 1-1 \ ____ __ I,.- - � CONCRETE ANCNOR!; ,I 0. COJICMFVnE ANCNORS �K =,,,,. \ zi - _ E ri (SIS: ____ __ ""'. 04 � - � _... EXJSTIRG POURED - V�m a twwomm 9) . - - -- - , �'�� ; , , - I CONCRETE REOVRED. -4; &I 434 REQUIRED . I �C,V= . - J . -, - � _�,` I ?!�;. . ,.-..r _ ,;� "I'll , . \ % \ v "L 111-4: l-'��>�--�,�'I'l�,11--��,�,��, ,-E -_ - �V* �" ""',-0y, %r" I= _ t , , - .,.-. -v. ,_, , ,J , ... �%_ r - _ �\ �_` , i- __J �/;� , 910 1/,* : _11� _ - _-, ", T r - � - I - . IF O.. I : , 1�' - 1� i I ___ i : . I -----,-i ;;;; N, 1 : ,�.-- ... DMIN; PWRED E_o� "I I I S I I - 4--Ck - � IR I __ - _'1% I Ex I I EA, ,,, - LIONCAM . 1. - - . l W ; I � . _T ,� I - I OW --- : 4�h_ I 4 ;a : � _(,�) � =&m.n.", - ,-I �, - � " _� . I , � " � 1,,�, ,,_k,� i , I - I "__�14 ii ; i Z . . . . . "," - - � I.. "I : - W.M. �� -,�-��,,,-i�� ] 4;-M,W"* I F5 6 I � I . I = S.N,t,� a � `WL�� I _(D A � . zimp. - i _ 0, 1 u o .. ; i 11 Ilr O'C' -1 im, "Skri IT I W WW40 I I SM Wom"" �D I I i I 'n, -, =, I ; I ; I . ra. V=&&N � I�','&W,JIo .'"', J I ="__� I RT C14M 1 C, i I I V OLASS, I I I - __11 I I I 11�' k ; I 11 � I I -- - --, - N M1111 I _V _1� =1� i . _ �__: - . � , - I , i . , ; ! : i �r, I - 11 - - i"111 I ; 4 9 i ! 11 I � I i ; 1 -0 I � I I ! 06- 1 � � 1 : � I -."`,.� ; � I - I i I - 11-1.., I— I 1. 1"i I - - I i I ,; V7 - 77, 7'T r NI-. __A_� 77.77 � - �11, I .� . : - - _W4,;;UI;_- i I I � r , - ZchWA'W- , 11 ,III " DOW STUD - I I I I : " ! I I I _i�k: . 4 I ,�, .2 T/r � . (.� 1, =,. E �, I I I I-1 I -1 'I'm . I. I , iDISTING FouRm O It , .� Ilr = � , s� 4 - - I ��, ,,,� i (R a : I :, E - " I B , �__ I _��,,�,' . I CONCRETE OR __ I I I W;g i . xTSTING POURED Y 11 ;_ OUSTING POUFUR � E 0 ,� 1 It, ,/r 0. *11 I CONCRETE OR J ��u ,---� CONCRETE BLOCK '�, � I IYON tRID a .r, JM,.L� IONI IM OR __ - - ----- - - I I CONGRR COCK _� - -_ REQUIRED I ! f � . CONCRETE 8 � __ _ __ I � 1 '2 ,/V at, BLOCK - � I 4"EM ,� � _,� " . REQUIRED - i�Ft_�, . "', 'f r111=E , ,_� ,U I �- � -:1 ", -,�, REWRED. , 2 1 ., �' � I" � , - -, I , " " 4 WTI` r i I : - _ '�'_ 'r-'7771 t_c I , : _,! I ,3,. � , I I 1�,� ;-, _� , ' 1;9 �' -'!,�'Ul , ," � ;r'-, L EXISTING POURED _� ___,.. " ' , - " , " I __T _ __ ___ I CONCRETE 1 _J3 -_ " ` � - � t / 'i" � - 7, RED . ' -_ - � , I RECUT � ,/. _'�'� I ' ", � - , /LIN1 11 1, R` '261a' "" IM � I -4 _," . CONCRETE =---- , � cown= , E ',, CONCRETE ANCHORS , , ", CONCRETE A"(Pi0ft , �,_ �,� 1, - � ,C T L_ ." - I 6 � .1 , �, 160 C�z 5TAGOMED - , , ._" 't,T " I # FA " - ,� - / (SEE ON, ,_ ISIBE SOIEDULE OR -1 (SEE soNEDuu: ON ,� M 4 4 �, (SEE SCHEDULE M SHEM a IHROtK>, III � ., SHEETS 0 THROUGH 0) S-UT!5; a THROWN 01) "r !IHEETS 8 nfff� 9) WALL MQUNTING E00ILMOUN11ING OUT Mo Ill ' UT MOUNTING 10147180 AMMU F I wm,j 9 =112" 5E 4 SCALE 3/A.1 SCALE Via-" Stks 3/A.1, I- _ � - _ ----r---- T -------- -- --- - I I CO. - EDGE DISTANCE (SEE SCHEDULE ON : $a = 1 V,j) : i I SHEETS a & 9) L,W - sv%%,� - I - 9 'ART. i 11i ! - I llr*41 : i 4 - -I- I I i � , , �-aw. I ,2 ,/2- Ot. TOP I & BOTTOM MOUNITNISS CAN BE - ;� g ..... JOHNIN", � i !/4". COMBINED IN ANY WAY TO SUIT ANY � i !�: �It , ." INSTALLATION 0" ."'a',;j�tn "� , , .,�, . - . . - * ",��, :,��,.$11, -4 - .e !� � IJCIEN,9,%,� I. -i - , -,,��---L,-",�-.�,�,,,,,,%---�� 416 .** , i� , ExIsIms PoURER_,3/4t , 1� Z 11 - FLORIDA BUILDINIGI CODE (NIQh Velocity HUrrfeane Zone) I - . CONCRETE .11 ' A R , - ` 44167 ' t Ip. COUNRED. _______EXI___11 L l-, 1 *. �20 InIfoo, �. I W4MAWHORS �� '. - = 20 GAGE GALVANIZED STEEL STORM PANEL * i DANIN , _�," DUU: ON � .- - : S'Arm It TTLRO" 9) 1\ S - , TATF � Z- -_111 "�_� ��,;' , r ORm Z�� 0 INC. \ GLOBAL PROTECTION PRODUCTS, U.C. '.TD CEILING AMD 11M MQUKINQ - ;� Mott SW. ITT thRm �"___011_21,�/',,� COWPAW DANIC. PC =74 Ye`a7 A N�" M �-,- SCALE AL ... t i-PLI 1=4101-71--11 I. '"In"E. (05009-M-6. IM" (160G.-My 20-176 3/8-1. 11011 CA-00011719 � � � � �i��j�_= - - ., 'A"T"'n" =Ij .. P't M�_==� �41!2 �� 1�;� �� 1 1 /I ILI ECO iNc\- TiLLrr TESTING & ENGINEERING COMPANY '�' ___ ____ IAIARA. MLIT, R�., P.E� ._1_____ ERQDUCT EVALUATION REPORT REPORT II 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUR-CATEG09Y. Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection ProducJ1JJ& 4800 S.W, 51 Street Davis, Florida 33314 1J1teOOCSWLCOM FI.PF 7J-N,, 446? tL,C.A.J_t.14o.0LID6?I9 I.PURPOSE . OF EVALUATION, This is a Product Evaluation Report issued by Walter A. 11111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 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. EYIDENCE SUBMITTED: Z1. PRQQUCT EVALUATION DOCUMENT (P.E,D)� Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte A", 1 IS Evaluation Report. , WN01 al , Vz. � V _:_ Z"'N" "A �,�� , - ., , , *. 'VI - I I - V6 ,,- - - S, -*�� ` \ \f, E N 8 - * , � -1 � '. __��__�� _),'� " �__ _i__I;z - - 1. * . ��t*1157 ". , - � 1_� I �A-,*�,, * :* 6-3,5i XW, 36th Street, Suite 305,,Marni, Florida 33166 - Phone: (305) 8714%#,2� (3�t- ., ,51i-1531 !QULAR & LIFE SAFETY 5TORM PANEL-$ (SCALE 1/2-n ___ --------- _._______ -- ------ � � -.--- - --- - --- 16.196- JTOTAL WON), _ _ -- -- - - -.------- - - 7 - ,--,--,--�----------151$6*OOTALWOTH)�- - ---,--- --- - _____________ ___._ ___ _--12-sw, (UPIECIM WC74 --- - � - - - -- - -- -- - ------- i � I I : . I : i _ -_ _6,250,_ _ - -,--- -_ _11- - ; �___ - I - - . - , , 6 1/4 . ,.____.____1 I I I "I" 71,25150*� r--IA,So`- ,140-_ 1 .,,�,500- f 4 i _,,,,1$W - I , , � , ,, � I 1 � 1,-I,DiO' ', 0OW MAIL THICK --I,='- �� ,,,, I , - _T � - . --- " II I , � , q t "r�, � I , . , , "', -- " - - - I 11 1�1 - '�; I IN � " ' ,# , ,�_ � I � !:F- , , .. A-, � , , __ 11 � tr I -, �� I - "l -, , O,OM' MIN THICK I � GRADE 50 MIN N00MED ' - .�-- I r _ F _� , /;;E. _�11'1 �,, -4 , O". 11 � � - d" " f I I - M A`§" - - ' �, 1" i" -,,,,,S, I- , G-60 OXI.Y. , 1� GALVANIZED STEEL 1, � EDGE e I L - �,;I,�,; " I 21 ODE. EP , 21 " \ AV Typ� � ! 1-�11` / �__--__ _�_�.! e MAIL ,-J, ,,, .4111 -24,1 " I I NED TYR , -_ 1 �2 - ,�� - _,, NEM I nr I I DETAIL 7-M 48.9 _C4"A. A -Gr- I. EDGE \ OR'"G-4001=11111 .1 - EDGE L A I [ !�, Nft��t___� \t7,� - - - - - - - - I - - ,.ak. __ __ � - - - - - , __ - � -, � . ____ � - ___ ---c2W----- .15401 (1) =RM PANEL @k END STORM PANEL - _____ ,�-, : I r _ -",.,' ,,- 1 ,, I..._2,50" ------------.------ - 2.187' - I �,, -- _,�' �,- 1 1.25G, �100" 11 S - .7bO' - ,�/,"'_"` %,-'6-,,O -j�- EDGIE. , " 1, � .1i"' R. a .. - - I.125 sums � �150 I � I - �e I - ". I �- - I SS Sm RVErm SS. STUD RIVEIET) - - I ,�� , I � - I ` I I TO . ARM 9 TO ARGUE: 0 I /�,/NI ,,,� 11-ow ,`,," I T __`\ � 1 12 I/?' G.C, I2 117- 0.0 � i PAha S DO LiP �, . I I '�_ .- I :_17 125' t': � Go �- - - - ` �- ,--,, :1,0.08* 1 .093' 1 _ __ ��.. 0 " - 3"3715* 2 &Do- 1-560. - " 1.5001 � -71 � - -31 Z 1,25 - DE - � - I SEE 9 9' 9� , SEE �� , , --i�, - , � .. I I ` DETAIL I L . 10-250, - ,_ � .09�: I k WXL I 1 2T?.1' a 6. 375i ; i - 1 1,436 1-1. --- I I _ I No"I - , i- .I _ -- _ , A f i . - I I I 3mi , I I _______'! ;25- , 1 14 )t QL4� 1 L 1 .2=W , _ - I i IL 11 I ,/ I- - _,W,� - _ ,._ , 1 r S� IA.— --- , ___ �-1 SW*- - - I W,---j ISQ110111381C VIEW MAIL / 1-2400- .. 11 L2��Oool� - - FOUNDED CORNER 9 ENDS OF PAKI,'S ne A om UP W/ H13AMM EDGE� 0Z X-Hum (�) *V,!_� (�) ANGLE 8 ANGLE WITH STUD @ ANGLE WIIH (NJ S) RB=E = i - -- -----I VAJNM I I SEE OET, : - = - f,-J I/M A 2fl� .374, � T - �- - " - 0,344, - 91. TOP [DOE - .096, AW .I -� TSO` -- . PAWL .18 . � I , -E- -"I - I r - --- � � � f 188 - -,� 1/.-.-= 304 MIES � I � - I - --;- I - � - -_ i i;�" - . E .,�s- ,--"7--.--. ', I r__ N1 i S S, STUD RIVETED TO � ; 1.407"1.0 - , , ANG 0 12 1/2* at ; ; .625 � -j", _. . I �- . -_ ,_ -_ i I t , _--I - F� I I I I I r ,G62* i,671 . . I b 1 1 -590 1 1 SOD' is� I-,- n 8'..", � .I.34 fl� ,-----I � I : L I 1093, . - -Q,. HOTS FOR __ - I \ . - . --RJ2S- 7�0` PANEL OVERLAP , I " J ". � I . VIJ�RTLOCATON AT .96r , t J_- t � - � . f - W� .05, -- I -J ,025-. -,TVP.) "-� KEY HOLL WASH98 _�_) 7�O 1 i,� ___ o0- I j � -, --,063* ________� (�) 'r- 18AQK_� 9 Ur_�� IT EW PLAUQ 1 0.036' lMI - - � 1 -.094' __1 V,JiA01lIh0% WITH STUD � GALVANIZED STI. __1 �344*0 . - - ----- ( - _. �11.!,WS � V is, ,O�* 1. � ) .1e,;P � - __.� I ' �`,' % eI—. 11 I J i -----I '�r,Elilj .'F - I 71 .T1 .. 1. i �, 5'0 t 38's 675*4 .. S � - I;, I I t I 1___ I ,�_ _8,l`,--,,,1,17 No,44167 '. - � � � I -S" : .*! NU Cane Zone) . � , , ____ __ . I - ., -\_,_ULL_- a * . * .1 FLORIDA BUILDING CODE Qila h valoolt X I !: . 1 06.1*._� �, �� NICKEL � bornik, I LAM Q or PANEL S I. jt� .:�% SIATE OF ,.*,24 t2^ TILTVPI� M FY I -,-- , -=-4-sw ,Ila � -713-7 - WING RUT " , " 20 GAGE GALVANIZED STEEL STORM PANEL DPJ^ VY � ! (�� KEY HOLE 0�.. Fiovt-,�A,s C_ ' ' ' ' ____2.00oT____ RX14-i AT PANE N;��' 'i6 - �!� � - I _r "�_ GLO '" WIL, M. �� BAL PROTECTION PRODUCTS, U.C. 07/,/ -11 � .__ �/ ,� `8(o SIV, _. __T _� 5 511W ul� !� ACTERNIDNUT U" "No NUT W/OJ'T 'N`n:]:2::�� I- '=TW* -- cOWANT .I-- 1 =14 20-176 _�_ ")M-�. FM7 (�)NM .1. ANGLE MONOLITHIC WkSHER W/ ADDITIONAL MM_ . _eNO AWMINUM - 1 T`I"tI__ - 7lWft3l32* INW411 (STAINLESS M ,:=�7 TIAmmis mv STEEL DR NICKEL PLATED STEW IPZ SM,'NONATITIVDATE a-D"WHI, P-C . I - - RN SHon, 2 "'n . - I. M � lug �,,�_ i I I � INKALLATION DETAU FOR RMLAR PANELS3 & a OW FOR IN991MON IN POM QAWL INTO EXISTIN9 POUREQ CONQREJE QR CONCRET QQ4%M I= OR WOOD - - ON PAMEIMATC r . VAUD, FOR MUM UEE WM AND E-2 H&W SIORM PAN! =a I TV 10, I PLUS OR a (SEE 9 , Mil;&� . � - -1- MIT, ODMOR Q�= � Al SCHEDULE ON SHM a & 9) `� - SNa-119 T\1�1_ I*-T L, 1i I I _ . . - .. I � �' i_\_ ; _� " 4- 21 (* . , i _.- I �, 1/2- ; ',,� I ______1 I I � %) -,, Q_AQ - Mi � , 1 �_4 lie_; ; - -,-.-- =3ap`--= - '��,-- , =:T,,= ryf: -Y-w-, i I I, A 1 I., E. VnNo POURED 7 �,, k3 1 � " 1 W. i E.G. - C!�__ .� aM=_%I,1 , _�E Oo 11 i I " . U _1 AEOUIRM I - Q:;Xv. - V_111.0 �� i , - I � I i - i � 03, ,,� � ,/ i E, G� �� o � '.�� I 1-1 I , 1 -,4,c � :,,� ; f I -,�,,�_J I i t - : - I" �, - � I L-M-1) i � �� I . A 1111 . I I ! I i 11 41., , �, - - � I , I .", 4,� " -_,�� I � '. ", 1 7 1 .f_� I ", _ f - -1 -,"-- -vi �� _X I " ;41 � NZImit-m- ; Ili ar - W.— 1 -01 CONCRETE BLOCK 1 / i ; _AF3 i _C1 , ; __ " I , t- - 11 tt 9 I i . - - _J 1 i � I I � t CA"N) T_* v'?_J, �M� __ '--::-,-�S'� -, - i. � , E �-- - �L"� � I- - . I-- 111; I I � I I "' Qa t UW*AT " � _/r S.&��N) I I 0- fl, =�, =-1 � 4W%1 - i I I W, ,A' . ; WC104 A DWY � .;.?;� - - - " , 1 - - : AtIl: _� i = . �� .- ;1 i - - Xe. - , x , I .- a I � . - ,OJ,I,L Ifi jL_____FRA To IANVI, I - - i NAV`I"II` . - (1) - * ,I 1 .W It I (11, d _(T) I I nN, � SOVA',ma, M WA,;L 1 - - IV- - - i i T 1. r. - . - - /",, I,' ,, I 1 � 1 1 11 g-asr � 1 - ��& *�"�/� 1 I t== " I __ _� 7�77Tw I I VVM - _� -- 0 12 " ... , i /--, - ri I.# ,-` " � , 1 :1 I �, ,/ I - 1'� - / a ,,�,� ; I 4 - I;*- %__/ I � � I I , , � =411-W.91=1 EXISTING POUR,__ - ED, - �, , . - CONCRETE OR . " i 111" , � I CASE C (ELM) � ... I ED 1�1- CONCRETE 11 WOUTRUD '"'c' 11 CX ' i - k Cr � , I ,,, rT11D �, ! � ; ; 0= I tt!-Z�, - - ___ __ - __ $ SCALE 3/161' QA!�&�) I Ila CONCRETE OLOCK � 11 �� ! � FICOUTFIED 1!�; _T7_:_=-.WV � A—, - " � T ', 1, I , - gmmm=. T"', _ ... J � J - WY � 1 _"" 1 "r.... . I _L_ ___ , , Ma =_=,� SM.= - P. ' �3/4 , MNQ - -.1 _'� ' ' I 1. I .1w I FEKALE XT A" A I ..... -1 _� , ��, - 1.11 CONCAUTE MCI ----- �%,,,,��::,',',,,��"",."",��,,,,,,: , fu .= 2-,;;,� e0I,%.." ", � , �, I " PLL6 OR OF TA--GMP V " ..- __ I a" WE - � 0,,0_ I -,�, z0a r', ) 9) � � SHOSM a `NROUOH �, I � =S= ftL, MPUCIIJG 11HO �D,Mj ___ J I- , I SECIM.L 5 -4-1 I. I " 4, C', / *,�,\, 01.0 StAE 3/e� I, SCALE 3, ___�_ ANNE, OVMAP mw_ - , I OPO"N't 100" \_�,/ ,_iRIM % 1= - . - I . � V - " �W-.w - NN'S EXITTING I ED, - I 01 -6 PEUNIG * NEW I' WIDE� , VARLES X I/O' ' 1 4n �,' ( OLE 1. 7 - THICK ALUM, TUBE DR I' F � I—-, - Co"NG SIUCCO/ PT WOOD PLATE S I ,J -- - PACER A a Q%Vpiom) - -'Wool) I ��il J I ,- ��il '_ - � BAND I I , � � �� - I - (1, � � I , � - r I - * NEW I' WIDE , VARIES . 1/8" 11 i �� : __ ; � ALUNI. TUBE OR 1* . VARIES __ � - , I �� , I , I I I I !I i P I WOW PLATE SPACER �1�1. i TOP & BOTTOM MOU14TINGIS CAN BE I b", I - . - - �� I COMBINED IN ANY WAY TO SUIT ANY 6 -�_, . � . . LoNcRiLTE ANCHM 1 , I CASE E " . . � fSEE SCHEDULE ON -1, INSTALLATION. 1- .. SCALE J/Hs-11 � SHEETS a INROUGH, 11) ; "I,- i -ZFArK C-L __ I � 0 � �P,/,>,,,,� L:= - ,�E2 i S F., , .1. /0 .�; , X, :��: .1. I . . , � EXISTWWG _: ... - , . -1 I`AIL,RO,UDIc`P QGE4q, FLORIDA BUILDING CODE �Hlqh Valocirt HU , �-,I�i-, X HU 'cone ZOMI), X HU , , - M.WE .10NM --- DONCREU �� VOL VAM � We Ne �r .1 I �._ (%�IEXLUF 1 1�2' W CONCRETE CQ`AL te alun. Z .� S, R= "Llim INC ". 3 M., REOURM 11 TRAW,I RE,NP, - S 20 GAGE GALYANIZED STEEL STORM PANEL . TIT AIN - . No 44167 " z DAWN Itt, Z . I - -_ X� SECTION X-X = *, - - - C_ _, __�.�� -_, - - - -, SCALE 3/811� = , * �1_7::�� 1. - .1/25,M24 -0 . S ,_ _ ': _ ik,p% Gr�_ . - I _> GLOBAL PROTECTION PRODUCIS, LUL ,An,� TOP / 11LIECOIN7\ RETAIL FOR ZACUM RED -OR � IIK at STREET aRED-AL - III , .. P-W� P. 333'. IIIISTORk � �� , - I TILUT & ENOOT Hi IQ 311=090L � . Avol". -I= -I-,) 1.1-1 a �= W.R-1-1111 RN� (W�mt%,S�. 1AII,- 0.). 20-176 — -.t __ 1-1-C — fII`,`, ORMOW N`I, Ai e"WE: I'A-00014 - "tit" , *AETOA A rux J" Fe , . 11-1. I . , n-W91,I11 I 1=7 - sum 0 " I I i � r - I I---- I I 2Z IEST RUMM Large missile Impact load tests were performed under SSTD 12-N 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 03111102 witnessed by William R_ Mehner, P,E., Boriz Moroz, P,E. and Henry Hattem, P,E. and Report No. � 021 9. 01 -09, d ated February 25, 2009, signed and seale d by Edmu ndo Largaespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida Building Code. Test Report prepared byAmerican Testing Lab ofSouth Florida, Report No. 1123.01-iO, dated Novembet-23, 2010, signed and sealed by JuAo E. Gonzalez, P.E. Tensile test report No. SCM-1,98 by 00 Metallurgical Inc,, dated March 13,2009, signed and sealed by Frank Grate, P,E, as per AS'�m E-B and Tensile Test as per QC Metallurgical Report No. I OKM-1 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, RE, as per ASTM E-8. 2.13TRUCTURALENGINEERING CAI& LATIONS- I On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wtell 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 Tilteoo, Inc., dated 12JIBI10 and 08127113 (for this revision), signed and sealed by Waiter X TIllit, Jr., P-E, I MI§EILE IMP -ACT RESIM , ,NM-� Large missile Impact under section 16091.2 of the Florida Building Code, as per SSTD 12-199 Standard and TAS 201. 4. WIND LOADS RESISTANCE 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 1 0, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D,), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9I 10, 11, 13 thrij 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-W Standard. Z8DD=EVALU412)N_RF,PQRT NO, 20-0727�01 S.-INSTALL-ATTION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, I 6 and 1 8 of I 8, of Product Evaluation Document (P.E-D.), drawing No. 20-175. 6-MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. L_MaAUMAXDJG�� " r**- 7.1. Shall be steirtly in compliance with General Notes No. 1, 8 thru 14, lndicated� w- . on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. III- C-) 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES col, as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E, (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). ,,Vt%lillilloulott", O%A tl�k A t% �,� _;'T'14M11y0P , V, ". ." /1, � ,,-':vN,,,' \CENs . � 4F . CZZA� ,�, ,.!�? \ C�,,e__�,a_:,_ ... � WATTLL 13:1 TILTFCO ADMON RECORD5 k P� E. REPORT.20 k GALVANIZED STEEL STORM PANEL iDRWG#20-176 k RI 1 1/4, 2/4. 3/4� 4/4, 5/5,, 7/5,, + 1W/10, 2W/10, 3W/tO. 4W/10, +6/5 5W/iO, fi%V/11 & 7W/11 ,3: MAX-___ ___ ....... . - ANCHORSi FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9. __ - - - ---.-3' MAX_ _I - I MIN I FOR WOW Sa SECTIONS; OR SHICETS to & IT I* MIN, � � I — -------------7 , o ___Z_� 6— o _____ � ____ - .I- 7-1. , I - I I--,- 1____,_ --- - ", - --I D. M., 0, (�)� @I & -7--,�-�1--l---",��7---,-------) ------I---- " , � ',--,,--I- -FFT.- , I � I I I I I I � , __%'l- , ,T � : � : (�). (a). (4. (�) I 1 , . - ' � . I � . � (�)_ 1 ; I I __ I I I � I . i � I I I , I i � I I 1 __J__T_ — 'iTf I i 1 i I i I ; 2 I � I , I I . 1 i I I T 1, I I il- 1 i 1 '! I �Ii 7 T f . I I I I , I , �. I I I I i I I I i I I 1 i I � I I I 11� �,] I I I I i i I I I , i ! I i 1 ED � L - 1, 1 � 2 i , "; I t I i - 1 L L___ -1-1-1 I � , - I_! � ,__ i- __ - - - A , - -1-1--_ , __',� All - _ �---- - _--i-i-, 9 - � I - _ --� 'I, - - � --f -1 � _ ____ - - ---I- , - , I I . � -7-T � � I - " __7 . I , 1 1 .i , . I I l" , I i I I __ - I I . I � I I - 1 1 -� I I I I . � I I - , I . , � : I -1 _. I - [ -, I I 1 I 1 1 i I I - ._ � , , 11 - -1 Ai � i I - __ I --- I I I 14-- i-i i I , � I �- - - _. I 1 --!-- � - � I qt� R �, �1_4 , I - I i . I 1 I I L I � ; I : I I 111-!e! ; I 1 1 i 1 1 . I I I i I 1 I ! ! - I , . . 1 . I , j W I 1 � I s I — — — — — — — — — — — — I I � i i I s i � S � I I � _t 1 i ! BOLTED PAND.5 W/ 1/40-20. I' I i ., � 1 1 1 1 i I , TUNBOLIFID PANELS , i I � t �. S.S. BOLT W/ 7/d' K 3132* I :1 -1 N`S' I(SEE SECTIONS AS t t 1 i ! I I'MNONLITS i I 0 EA. OVERLAP I � I APPLICABLE) i � 1 1 1 1 I I ; I I ) SECTIONS AS APPOCABLEt ! 9 " ; 1 t I i I I � � 151E . 1 I 1 I , , I � , ___ __ __ i ' I � .1A_1 ____ - - -11 ... : __i__ I ___ I __ 1 -i-, � , __ i "I ___ __1_1 - - 1. 1_1 , , - I - �, �L L-3 I __r1__T_ - �;,� � , � - _ _r ,- - - - __ ,�, - 1 -7,--- -i T -I - -i-I ...... I � � 1 I I I __ - ,. 11� I I I I I ! i - I , I I , I I I I I ED 1 1 1 i !I ! I I i I � � � I . I I I � 1 1 1 I I I I ! I i I � � I I I I I I � I I 1 1 i I I I I 1 1 I I I t ! i ] . I 1 1 1 1 i I . I I I I � 1 1 I i I I I , I I I 1 1 , . � � I I I r � I i I i I 1,4j 1 , ___ ___ I I I __ i � � D, III,. � I I J (910, 04.--(R- � I I I W, --] --l' - 1 iii 1 ! , i - !�;l ; � a 0 01 B, @- (�) - (�), (@ . &I� LiL iL . - I - - - - ,- , - � I 'rNAN - 1/4, 2/4 3/4, 4/4, 5/5, 7/5. 3, MAX � I' MIN. - - MIN � 1 +IW/10, 2iilI/10, SW/ I 0, 4W/10, 61 /5 � 5W/10� 6W/11 & 7W/11 � ___ ___ ----.. ANCHORS; FOR CONCRETE SIT SCNEDULE ON SHEETS 6 & 9 ______.__._ . - FOR WOOD SEE Sralo"s ON SHW�l 10 At I I - LIj I At & ELEVATION 1 NT.S 1/4' LA- to, 2,67' - I- (Lft DARLAR .1 WIDE VALLEY) I- - .1-J, . , I I i::; :;� =41 I __ ,;J;rn� .-- I- I I 71!971� I �, — 72, 4�\ /-N - � �1! ; = W/ 21�1=y__ I - - I�, �,,,'I,tiq , A', 1/4 A NO, W , N-T-/ e', ,iv "e i " , , , _P, � 1',," , ", ; __ ; �, �1?1 n � .....Ox s , L r.� ""' EN "`e� - L . �.e - �1. FLORIDA BUILDING CODE (High 11'siocity Hur 'cane Zone) - ____ �" "' e - - � 4* 119 4 J'r - .. � Fe"XI(I TLIM, �� FP i .., Nlo 44167 -. I 20 GAGE GALVANIZED STEEL STORM PANEL ORION By - . '*= - * Z ___ 07/a/eIttI, -SLOON A -Al * * 4TE -_P� GLOBAL PROTECTION PRODUCTS, LLC, - N.Ts. . Alt� �-, -_--- ' /_ �_Ik_��_0�1�� - , I,,t , - t . II NW !IW. A' ITIRM . _�� S sAgl% ;. OR� - 11 Z�TT OkW,PL:LLn. , , ... r _0 - "" "LL"' "E"T"N" & "N"RBOD"N" COMP-gy %,-f& -?RTI,: Vv?,�,4,1-z,,�, 1. - � IN, � - � P .. I"IDN", (9MM"7I!JAS IDN' (_�0ft_`PJ? 20-176 C-).!-- -:0NO-., - --i — 1-1 �_ OILNNNI; N PI ��EAVFI` GA_o*O,F`PT ,�C — '11111,111�"InIX WIETIR , PLUT ... . 'LoRt, I i _!�il - - I - eatD 3 TIF " - 9, I ; I F91 I A I REGULAR PAIRELS(lb & d-A INTO EXI$IING PQDLJRE_Q ONCRIETE OR CONCRETE &O-CK S-IRUCTURES --------.-- MCRORS� FOR C014CRETE SEE SCHEDULE ON SHEET 9 - - - , __ - P2UREO CONCRETE __rNfD FOR WOOD SEE SECTIONS ON SHEET 12 i , ----;-g _ , R=REIt OR CONCRETE BLOCK _, CIO BLOCK � 31 MFV, 2.87^ 3, M-1 � REQUIRED I REWRED � RFOURM I � ,T., . CONCREM ANCHORS � CONCRETE ANCNOOS - �,* W, (MAT U.BFILA. .1 VALLEY) WV17 I - I I ,- ---- (SEE sonow DR I _____r-WaQEX-11G." . (SEE SCHEDULE ON - --- " - F 40"No 4r . ST41T 9) I I - DA I SHEET 9) : SNUI 9) I I . I I I : I � - - � 1, � *,�_ I i � I I I 0 1 y � ,-,, I . ,,, I I --- __ - 11 : i J 1 7 1 1 ; #1 � ' , � , -.-- - _____i � �. __ __ I I \1� !� I ", � 1. ' � i . I � � . , . �1 - , I . 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ED �-, i. � i f-P _ I I REgULAR STORM W�la , I ,,, � I", STUD 0 12 i 00 � ;;� � I � I , I IM OG, � I -, I I � I � " : i � I � � �� I- -,I � � � I A I - r J � � 114. Mo. GAR 4,: R� " 1 , " P, � I 1 2.67' -__ -74 , ; L_ I F ,` � � - � - J", J 0 : t ,,�, � 1 1 1 "" I - � , , I _�,� ,11/4' 1 __`, 7 , � , � '- I-- ' (MIN, OIVILAP� -ml WITICTE VIILLEI� __ - 5451 BOLT I , - M_ � 'I 14'e200/4' � - _ _ � : �,�' �', �1� W/ 7/ 37 n , * i * f I -��', I I ",---- � __# ; a I a CONCRETE ANCHDRIT ; i 2 1�23/04�MNC SIT � �\_��____ _� . __/*__k�� I ; i I I I C MA'to_ I - (SM S�MDULC OR i I � CONCRETE MICRONS f I SHEET _. - rNORIDE ANCHORS StVAM I , - (So Soe LE M f 3 : / SIUD ISM WHIE)VUE ON i STIM 63 � � SIEET 91 _�� ___PW OR 'A MY OR 5E9M 1�-,.,(49.) ,----% RE'RAIRM 1. IR,Tt7914X OR III, r REWRED MEOLIRED -1--n � IN M. INMION SECTION 9 SCALE 3/8-1. SCALE 318.1- .W.11�., ,;�:,& P, TILZ "11,v. O�� .. ...... .. �,,�, :,--::tN,-' \�-,Ellilj�--�� i;� FLORIDA BUILDING CODE (Nigh Velocity NU cone Zone) . _S , . . Z., `FLM �, INC, 11 FO . : 20 GAGE GALVANIZED STEEL STORM PANEL DAWN ft. . * ,�� - _ F-D. - EWE DISTANCE i * .. Az----- -�, � I�_ � _ _,-, , IAVT_� (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 1 _,% S ATE 0 110JECO.. GLOBAL PROTECTION PRODUCTS' LLC' e"C"/7 ' . COMBINED IN ANY WAY TO SUIT ANY . V_Z_�_ NNIJJ I,*. $I, Snw SHEET 9) 7%�61 . A III , '1� 1� I - , - , -4 IWAL FT- =I. INSTAULATIOW --,, -,� - 20-176 " Ot. " " "_"NE, W ("60-41" .V,;O,Tf ... :.� - .QfeAl 'IaFMAYS'-� �JF'- — � ;,',,'I( �NA--1S:/.T,,.,, 1 � 1 - I W. I - I - 110*4 . ... ........ Wo WALION A. TLM - P., I I --- M * I - I - __ � ___.___1___________ - A0, J. a .167 11 - E :- ED I 0--m X 41311, .� W CA = _11-a (3) (3) C_ U) _0 2 (D a) = .& C a) = 0 C M U) .— U) .— _=_ F_ = , .2 = ,I= LAJ = C= V_ '= C-) II In C14 I.L. :-< CL. C= " " _= C= CrJ CN �C_ W = CL) = 5 = .. C F cc " W _= CJ W = C73 M ;.1 = _= _F0 > 0 L_ CL 0- CIO 0 0 :3 -a 0 L_ CL C 0 _0 a) C/) ICU -0 (3) ` C_ 0 -0--o :3 = _0 0 0 L_ -r-i CL (1) _40 CIO L) -2 = 0 .- _4I` M E L_ 1*02 C .— W ICU _0 .= 0 U_ 4- 0 a) _+-1, CU 0 (n t 4 Z Z W mi Cn " (1) (1) C: M 0 L. " :3 LU 2 < a a < _J 0- IN, - a) 3: — M > 0 " 0_ CDL < -6-i (3) (1) = C/) CC > 0 L_ 0_ CL < v40 0 =3 _0 0 L_ 0- (D U) CIO M SHEET NO, SH 1.0 WALL AND FLOOR MOUNTING INSTALLATION FOR �m ANCHM AS 7-mFg, ICE somu SPLIT PANELS NEI-0 1[tij i H LIJ, 1-1-ITT111, T r- �j T" -4- I 12" o, OLOG, MIN/r 1). -x Uv" I j T:P:;; i;:: tA A V11, Y111, t L I I 3 IWO p:Mm W_w `401 1 AL Mrs Mu:nN • h mo..t A 43&2A (THw TOP . wmo %1XI 4 _1 SECTION X-Y SPLff ski PANEL ELEVATION 13 OGLE i14'=t DETAIL 2 $CALt 1/ar-t' t= P,EOaE ox MULLION SCHEDULE '`- NaiWmiaEn c MULLION ACOULSED W.- A Spm (FI) TUBE MULLION - 2'. 3* 1/6* ma S."I'MAL pyIYgNINtiNtll/ 2'� 4' 1/8' > 4-6, a va* 5"-8* To r-16" 2* 1/4' aaiilRAE oN Aws a 1) G,croms " 3'. Men- zz No. 44167 E"; SECTIM I ST...4 SCALE 3/a- I - NOTE, MULLION STORM PANELS ON TOP OR TOP DR BOTTOM OF OPENING. (ONEBottom) Hurricane INSTALLATION DETAILS FOR REGULAR PANELL! INTO EXISTINGWOODSTRUCTURES =1 Awl" I", G-vm i, At nn VEAVi Z 4 t 4 - Rc-W- O3 . I", , " I I I. Aw ur t __01 1 19 MY A - _� __ - - - INSTALLATION WALL 1t0UNT1 - ALTERNATIVE M SCALE. 1/4': I' -jr BUILD -OUT MOUNTING iNSULLAnQN - ALTERN&M 1W SCALE- 1/4. - r CEILING It MOMINO lYAI.L t FLooR MaUNTTNc WALL MO INTINO 2 INSTAUAM - ALTERNATIVE AN INSINJ"NS ALTERNAME sw (SECTION At TOP IS LIMITED TO +55.5-67.0 SCALE:I/e- I' 9WAL=QN - ALTERNATIVE A.S.D. DESIGN PRESSURE RATING) SCALE Ile- 1* 1/4- - I- F T-IF NOTES 101000A,". � Tj FLOOR MOLIKINO INSTALLATION - SECTION SCALE. Ile - I- 1. INSTA1.4-ATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS .tt0010 UP TO +55.5. -724 psJ, AND PANEL'S LENGTH UP TO 8'-0", - FLORIDA BUILDING CODE (High Velocity Hut wane Zom) 2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD MEMBERS TO BE PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 OR EQUAL SOUTHERN No. 4 1 %Lom m, 20 BADE GALLAiltzro STEEL SSTORV PANEL _ , I F6L7-. S OF GLOBAL PROTECTION PRODUCTS, LLC. 0 IILIECOim.i� TOP & BOTTOM MOUNTINGS CAN BE CAVIL "L 20-176 COMBINED N ANY WAY TO SUIT ANYOrel AitA )me7515, A. INSTALLATION. -OwIl VIALIM A. TILT L, PX FLORIN, alla CONCRETE ANCHORS CONCRETE ANCHORS MR CONCRETE ANCHORS: WE SCHEDULE ON SHEET I*,, (SEE 5CIfilk" OR (SEE SCHEDULE ON--\ FOR WOW SCREW SEE SECY" at s'REI Is %,w 14) sIw 14) &3.IW/t5 I POME6 A 2/4. 20, 3/4 OR 4/4 +11 2 & T I I i I I f I I I POURED CONCRETE KOLARED P-2 jT IT T f- J Tj TIT, I I t-sil SMODULE QN_ smovu: V.- I PAN, I" SHM 14 EGA :FSE4AxvIow 00 pAmw (wrMORK"A P INTERIOR PANEL) fIWOUNK PANEL) (00 -011 W. TO GLASS =Xp EVERY sum a 12 1/2 -oc STUD 0 12 1/21RO.C. f II,, Lau GET, TRU. ISOC 41 tli I/Wtl FOT (SEE GET (Amfims: LOCATION 2194� A, 'r-.DPANELS). POWRED CONCRETE 2114) � ,f � ; ? , � I LLT I BLOCK BLOCK WALL REQUIRM /4. 2/4. 2A/,C 3/4 ON 4/4 L11100. 2; & Iiw/15 i. z & iw/15 ALTERNATE LOCATION ON LIFE SAM PANEL W/NO In SAFETY PANELS LOCATON OF LIFE (SEE NOTE ISELOW) I.. REG" PANELS W/ OR SAFETY PANEL \01W/o nGU UAR TRACKS (SEE NOTE 1 RUOWL LAST PANEL TO BE INSTALLED AS COKRM ANCHORS P ISLE SCHEMAX ON LIFE SAFETY ORM PANEL OPENING SHALL A- ALWAYS BE ROM To FACJAT;1� ONTr UMOLE SNEER I.) OPTION #1 FOR LIFE SAFM Al BE ED V BID, TO OF BSTRUE W57TALRE UU) DR REWOVED FROM INSIDE CONCRETE"I'HDPSPANEL(l) & 04 M ELEVATION WALL MOUNTINfi-INXIALUATAQ11 WALL NQ, INSTALLATIONSCALE 3/32--l- SECTION I SCAI,_' SECTION SCALE: 3/8' ONE IN AIL iKIN V LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (MST OR LAST PAWL) OR AS AN OTITAIOR PANEL (ANY PANEL LOCATION IN SEMEN ENO' tvm REGLIFALREl UPS SAFETY PANELS MAY OR WAY NOT BE INSTALLED ADLACEMI TO AV, RANEL, M (W/ OR W/O REGULAR TRACKS.) sa Kan q z IJF1 SAFETY S WX&FA PANEL ONSIFSTS OF 0.0.39' GALVANIZED STEEL STORM PANEL AS SECTION B-8 2 0 DRAWING* PER COUP10"LLILDW4 SCALE 3/32'-1' ITS THIS PANEL ELF To BE REMOVED OR INSTA4.1.111 FROM THE WSIDE OF STRUCTURE, J. LIFE SAFETY PAN EQUIRES TOP TRACK TO BE COMPONENT (2) & 9GT7IDM TRACK TO 'Asol BE COMPONE J# R 1 2 OF THIS DpIkWING. 0�x (fMAYAS SETSISH ........... COMPONENT ALE; W FLOOR MOUNTE 1701110WING, SECTIONS 7 a ALL OR D 2 ON THIS SF AS WELL AS DETAILS 2 ON SHEET I.. SHEET, 1 ay1Q'\C y 4. M;t,. LENGTH MR COMPONENT (1) 5 15', z FLORIDA BUILDING CODE (High Velocity Hurricane Zone) M.. ANCHOR SPACINGFOR COMPONENT 6)ANCHORAGE AT BOTTOM IS GIVEN ON 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES bk. 2. SHEET, 14. COMPONENT MAY BE PERMANENT OR REMOVABLE- a: B SEE DE' IAILS FOR INSTALLATION INTO WOOD FRAME SULDINDS ON SHEET 15. PROTECTION PRODUCTS, LLC. 111LIECO..C. GLOBAL �Q $* 51 BOBBY v�, 6 SEE SHEF7 4 FOR DETAIL APPUCALILE TO THE NECESSITY FOR THE INSTALLATON OF TEeTmo Nw. San 20-17IJ Ou" MHZW SPACERS AT TRACKS MWALLED AD.IACENT AND BEYOND TO SlUCC0/WOOn BANDS. Ck�lan obwom CMAAAG pr- WAIIIER A, T 41 P11, I w kora. LIM 44w MAXIMUM A.S.D. DESIGN MAXIMUM PRESSURE NG (a.s.f.) AND CORRUPONDIM0 EMEL LENM "L* SCHEDULE (VALID ONLY FOR P &2 INVALtATIONS AS PER SECTIONS I THRU 10, ON SHEETS 4. 5 & 6) MAXIMUM AS. onvf-A-) i - I .55-6,-77-0 1 7'-S' OR LESS 2 1/4- 1- 1 THRU a A 7 -55-5. -72�O 1 �7'-S- TO W-8- Mov, 2 �/4- UNBOL7ED I T. , .5310, -770 To IV-21 � 2 I/r WrAmelcm a +4434-448-0 12'-4- OR LESS 5. a a III MAXI • SOLID) W/ I/t`*-2WI_ SS, IKURAR 0 VMW & MaOiM OF PAML AND CORRESEO MILE F LAB SIM FAMEW �D & S INSIA"IMS (VAUD ONLY FOR PANELS ()}& Q INSTALLATIONS AS PER MOTION$ I THRU 7, ON SHEETS 4 & 5) MAXON Asm VAX" MOR)R$ &'Atlka FOR Ec . 3 I/r 0 DESIM tAPMN Cr TAP -GRIP CNJK� PANEI.MAIE 0 PANOLMAn mus. APPUMILE To Swims 1 & I MAXIMUM PANEL ------- MESSURE ITING 11 TD MICAM COMME TO 10 CGWJL� CONORM 7 TO 10 cwc�pm To CONORM OONC En, AM COMBINATION LENOTH -L RLJ OF TIM, 1- ftorX 9`001 HLOCK OR RL C, 1. N/A "/A 6' 1 v, I (TOP) v/. N/A DiuvmU) ""A N/A N/A ��IAL N/A v N/A I Ow, N/A MIA MIA NIA MIA r K/A I (jBGL*Q �56.5% -720 5* MIA W. a WA MIA 3 A, - POP) 71-5� Cp LESS OR LESS 61 57 MIA N/A ----T t. v S' 3 (BOTTOM) 61 M/A N/A NIA 6' N/A N/A 5. k/A 1 (TOO /A N/A w r e (fimah N/A WA 2 1'(2 6 1/�_ 1 12 1/2- 4 liI, 6 1/4- 6 1/4* It 7;:_-1l a i wxrs fat I I FOR ANCHORS TOPE & SPACING, RUN INSTALLATIONS INTO WOW M46 91.111,004a. WNUWA ANCHOR SPAORMS AND MINAKIM Mot DISTANCE ARE WWAM ON THIS SCHEDULE FOR U LESS TLAN MICOM ON SCHEDAE REDUCE ANCHOR SPACOM W A&BPY%0 SFACM S400 00 SCIIERULE By THE F*J.LWMG FACTORS FOR THIS OPOWILON 70 K POSSAILF RISK= SPACING MT44M UPC rACTOR NOT BE LESS TUII MNWM SPACIPM NdmCATM IT* EURt Ao*M WK AV ANGMRS LV34AD. ARON01I TVIME VAT, I/A', I/e. 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QNS T -X5 NOT SHOWN FOR CLARITY 04tim SCALE 3/ 1- SCALE 3/a.1- 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DES" LOADS ENjj"7 % UP TO �55.5, -72-0 PSF AND PANEL'S LENGTH UP TO 8'-8' 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN , _s. S' FLORIDA 02M I#-,= BUILDING CODE (High Velocity Hurricane 20 CAGE STORM PANEL Zone) Er. FINE W. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, GALVANIZED STEEL WA*R In. _4 GLOBAL PROTECTION PRODUCTS, U.C. WE- TOP & BOTTOM MQUN`ENGS CAN BE re;� QhT.wV_1 a""`WWG n- NQI . 20-176 COMBINED IN ANY WAY TO SUIT ANY 0 Pet) .1-11: INSTALLATION, WALM A, TKUT11. P.E. STUDS a C (12 1/, TO HMO _IUO TO EVER OVORLA 112 1 "Z, Q. C TO HOW PANE 5/4' W. (CASE ') z. wn, (0',SE A) MkIlMAIM AS-0. DVM PRESsuRE W TUZ H�I�. UFCBN OF 7AP-W mg-'m wo."n" I To nro"S f & comeWATON OF THOM uNowum PANEL LENTIN 17 (A.3 TO co WpM TO CONCRETE BLOCK TO CDOMM 'a CONCRETE BLOCK TO CONCRETE To CONCRSTE at= TO CORKM 1 TO Ito Am sw ux 0 ::,T �-- CIL NIA NA N/A 6' N/A 6` �11NW/A 6, N/A 1 & 2 (TOP) +65,0. -710 9. 7' 1. 1. 9' 9. R 9. 1 (BOTTOM) 53-0 an LESS 1. N/A N/A N/A 1. II/A e I N/A 0- N/A I ILI 2 CHOP) 9- 5' 1. r 9* 7 1/2' -v I matrom) TO 11-01 +554 -72,O N/A NIA 6- N/A 6- N/A I & 2 (TOP) MAKINLV ASO OJESON PRESAft RATING. � �?a I MW OW. Wn FlOk TOP OF A40UO 9 (SM 0 r FROU �, or a" APPtlCAMhx TO COMBINATiO Of THEM kwNUj1Y->_(A1 LENGTH 1APOON TO TO CONCAVE COMBER; TO To CONCRETE CONCRETE +49-2 Si.-5 3 3� 4 1/2. 4 /V 2 (BOTTOM) r-G' OR LESS +522 -wo A- e 2 (BOTTOM) 7�6` OR LESS +55-0 -12-0 2 1/2, 2 1/2' 4. 4 1/2- 2 (BOTTOM) 7-6- OR LESS 155.0 -710 2 1/2-2 1/2- N/A N/A L It55.0 -72.01 N/A N/A (BOTTOM) 1.) TOO AIJERNATE LOCATION AT D40 PANEL 0 Ile SEE INTERIOR PANEL FAD PANEL, SC XLE OR tj Mar Spa OEML 2 ISIALLABON (APPLIMLE IQ SQUEDU!" MAXIMUM A.SA DESIGN ERMURL-WING (mm.f.) ANQ !QQRREW_QN9M MAXIMUM PANEL LENGTH *0 aCHEDUL No. 44167 SIDE SHEET 15 FOR ANCRORS nPE a SPACING Am itaTALLAnoms KIM mm PRIME BUILDING. MWINUM ANCWR SPACINGS AND W"WUM EDGE DGIANCE ARE VINCKTO M THS 1*�CDUUL FOR EDLESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLn" SPACING SHOWN ON SCROGULL BY THE FOUDIONG FXIORSL FOR THIS OPOSATOR! TO RE POSSIBLE REMOLD SPACING ORTUNW USING FACRILT SNAIL NOT HE LESS THAN MINIMUM SPACING NOICAREI FOR EAMICROLOPE AT ANCHORS LEGEND, ANMM TOTE tyv. f/4*. 114*0 _t Ile. Mh ANW" "104 Be 4 PU* f.) 3 3 4 3 I/r INSTALLATION DETAILS FOR REGULAR PANEUaL" INTO EXISTING WOOD STRUCTURES JI�10 PANELMATE PLUS #14-10 PANIELMATE PLUS _44-IO PANELMAIr PLUS I THREAU5w PENETItATIONTO TH I'D PENETRATION To THREAM FENEFRAMON TO EXISTING WOOD HEADER EXISTING WOW HEADER HEADER % li.r.Y WOOD WOOD REAM 4 It a,Ae ot I REOUIREO_ REOUIRED .tip SO, ON SEE ON SEE ON FOR FOR SEPAR-Im- ME FIR MI,_ SEPARCTION TO MAR A L TO I�LAsG Suss M.. PANEL LENGTH 'm ss. (SEE NOTE 1) -_ --- - -- �` - I U_ PANEL LENGn M.. PANEL LENGTH 4 (SEE NOTE 17 (SEE NOTE 1) W/ V�:t 11 --- I.,. - ... ....... (NOMAP SIT% OF v BOX OF V MAX 0 2 /2 EQ I;L "T at, i Co. EQ. 2 e V`aa WOOD 01-10 PANSUMI Q LE PLUS R It- D P�A I_. 2*I,4� Ew, WOOD R RED LAG SCREWS ma 6, O.C. */1 1/2, MIN THREADED PENETRATION AT REOULRED URED 7/8 MKRKDTH OP PLATE MID WITH OF PLATE 1/4'0 LAO SCREWS S' B.C. STAGGERED W/ %='191 %N DIRECT Lt ATM mosm AT MLDWIDTH OF PLATE DIRECT SCALE J/e-t- 14TING 9w DIRECT MONT ;0",m 3/8-1- SCALE 318-;- L INSTALLATIONS FOR ALTERNATIVES SIN. OW & !OW ONLY VALID FOR 441111illity niLDR4,' S WITH A.S.D. DESIGN LOADS UP TO +43.& -48.0 p-1. AND PANEL'S LENGTH UP TO 12 ' -e 2. FOR NEW WOOD FRAME WOOD MEMBERS TO BE SOUTHERN ........... PINE NO. 2, YO/ SPECIFIC DENSITY OF 0 55 OR EOM, FLORIDA BUILDING CODE (Nigh Velocity Hur Cone Zono)l NOTE FOR RINATIOS OF SLOM 415 20 GAGE GALVANIZED STEEL STORM PANEL 1P ORAw1N Br; TOP A, BOTTOM MOUNTINGS WJ BE COMBINED IN ANY WAY TO SUIT POW J s s Em GLOBAL Tf jN PROTECTION PRODUCTS, LLC. INSTALLATION. L. mmmL - =" ""-R0L5. 20-176 ALTER A PLORWALk 7 smnu,z INSTALLATIO DETAILS FOR OETION # I FOR LIFE SAFETY 5TQRM PANEL SY5JEM INTO EXISTING WOO !2 5TR!j9URES J _j It 4- 4 17 ALTERNAIIVE I RNATIVE To GLASS, Eat— Fall Eo TE--F ED I PLATE 7 V 7 WOOD PLAIT ftnuwb A WEI) OPIA, ALTERNATIVE ALTERN 3 ALTERNA-11YE 4 Ao`t� BC V, Ain. T)d#JE£D=Q FEMME 0 DO ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCKTION "4-2TrPANEUAATE T.M. P= * 6' oxz I I "Ilw, murmTOR to WO 5tqL_ PLATE NOTE swrw TRUCKS NOT SHOO Rm, CLARP` WALL MOUNTING IN9,k1"TIO ALTERNATIVE I S/r - 11 7 IF FLORIDA BUILDING CODE (HI2h Velocity Hurricane Zone) A=_ 4Lr 20 GAGE GALVANIZED STEEL STORM PANEL 11". I WsIALLATIoNs ARE D*uv UP TO SO RINGS WITH �SX. DESIGNRj ANB PANEL'S .65-5, --nG pw LENLITH up To 8'_Jt"� -o" Si t�,- 70E GLOBAL PROTECTION PRODUCTS, LLC. "m A,UE NOW W SPECIFIC DENST, of as$ DR QUA- s To K 2T FRAME, CONSINUCUOM WOOL) "USERS 10 K Y c o... msml 5 STREET COMPANY QAM1_ FL, -IIIIIIH-uth, PK0 . Nt m)5507�, FAA PE CA-AeCe,'; *&Tm A 'nuff - PIE. C/) CTJ 0 L_ 0 0 cf) CTJ Cn w �F z z SHEET NO. SH 1.1 1 3" MAX. t' MIN, - I------ ..__...:ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)-____------------ -_ ----- ._._.__.__- U,-17. 4A/17, SA/18, 36/17, 40/17, 58/18, 3' MAX,I GAIN/1% 7Aw/10 & 8AW/20 0 0.BBW//9. 78WI19 r 88W/2() 1' MIN, _- . ___-. __- _- _.-_.____ _ _-----�_ ___ - �o a I o a ' _ a ', d I L•/ LORE?' 0 � i ) I � ' �,J { � a! 3TfAN I° , I REW:A4 Sr!)R+I PAWL 1 554 W. Oct ,-4{ �G,1tM PRm 1 ,_.. -__ ,. -. A` - - - - -- - --- 7''4?a- 1' S.S. S AOa AL _ T .. a.� I ._... e,. _ .. .. a ....... �.TS a 3 3Y wfT/67, /9 d ' ,,. {{ "Ar AT 1 1 I i' r >, ; € a I I. -p - - „ . I _ I ±'+ i I p I I jr__ _ __ _ _- _ �_ - _ _ I g" IAi 5f>Yer : I BD1ra' cOMEn6 ;?r1+ R O.M..gor4- �,.._. _ - I" MIT a Lm a "of KIND, A•OA4T__ I . &' MAX. 3AIT7 AA/T7. SA/16, 3B/17, 4B/17, S6/to, 3' HATU T MIA.._..-.. -_._..-_-- 61W/19, 7AWf19 r tIW/aO 6HW/19, 78W/14 a WW120.._..__.. _ MIN..,' ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)_ . _ OPjj0�1 FOR LIFE S,_AFETY STORM PANELa ELEVATION SCALE 3/16'. T' I/A• MAY, MP NMF-iTA-77.�# MAXIMUM A.S.D. MOX. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.,.) (SEE SECTIONS) TO GLASS I CONDITION +55.0, -72.0 $'-&" 2 3/4- 1 UNBOLTED i "L' MAX. PANEL LENGTH (SEE SCHEDULE) CODE INSTALLATION DETAILS FOR OPTION #2 FOR UEE• ASAFETY INTO EXISTING WOOD SIRUCTURES STORM PANEL SYSTEM 1.1 _is_ ---`<is Is' fir, I - i 440U FIFAlTER I � ".iDUITEO f I .1I ''4 waoc 1 -'T$EO _r(E H E,WER ',I U Yu4FT �r"N W040 HFADEA .,I w0b0 IIEAQETT �.�"-ifFOUIR y / ib TA N b 6' { PC'A 0.C, 'OUT J `4FN. I a iHReeol:D / .'.. _ x 14`# T � J "j APCON b $' Olt. ', 1 I 1 '" MUd. THRB:NLTEO / /3 ; ER ^`TIED@IRCD 1 T . 4 # APCEId 8 5" O.G. 14'a T APC:ON 9 9` O.C. 5 ' tr ji FL t 1V 2 1tRiEA17E0 W 1 2° MIN, ! 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Pe, 20 GAGE GALVANIZED STEEL STORM PANEL B, ,s eTfi"., 7 3"x3" ANGLE B STOP BAR S OgI -' GLOBAL PROTECTION PRODUCTS. LLC. 01/2Anma j AL,UM, l� ,S/ OVAL�� Ci`.r .. ° 4tW SW. $i STRFEi r/7ey4f. �"� - il' LONG 7n1{IINN / =�"T•' DLL. �7E91DW E OINEERINO PAMY DAwE Fi. 33].,4 6063-T5 NUTn. ALLOY 1� .A. 01 H MA,A` 01 -1u' I� PF'a�' tma'I)bn9'7s4s, F,Ax tlRSq -a+sT 20-176 Oft -a Na.: Ian Ae rlmwPNr s a+m PE ^..F1J./9fiNAiLME/DATE CA-ww$9 AHA wa FM:k'lE7N A Tuft' px-, P,E pA ws+a„_, - eNrki 22 DF 29 UT 44F > _114' TAPCON ANCHORS I 0 9' EX. POURED CONCRETE_ i 1,11 OR CONCRETE i RLACK REQUIRED d ) t/4' iZ - N¢e.,T_ _., E.O* [I, { „ ILI. I w --0 I:YrWMwLn�aE. nR pm t GLASS _111{ I I { `. ( i IN51ALLADON DUAILS FOR 9ET1914 #2 EOR LIEE UEETYY INTO EXISTING POURED CONE MIE 9R CONCRETE BLOCK STRUCTURES 1/C 4' TAPCON ANCHORS 1/4' TAPCON ANCHORS _ i+k' TAPCON ANCHORS fr 4' O._¢ B• CC, - Ns 9' O.C. POURED CONCRETE_ - POURED CONCRETE PO{1R[D CONCRETE OR OOHL:REfE :, OR EONCAETE OR CONCRETE at= REWIND , F-[.k BLOCK REQUIRED i .) KOCK REQUIRED -E 'L „� 1 M d' } i/4' '.`, . ,,III. I t/4 I I : 3/32" WING Nuq a 12 I/2- 04. ,f4' TAPCON ANCHORS . B.4 1 /2"O.C. (S'TADGERE.D W/ WILD) -._-.._. ORRED CONCRETE OR CONCRETE BLOCK WALL UUffW INSTALLATION SECTION 3A C BMW PANE SCALE 3/8"=1" spy, CONE, 1 /t i - wOMIYTAFN m _0 1- I o I e aw . 1 F4.) A, _-k id s , , m " .�,-4%- - ,,�7Ii. `'II;�I - I III i.IIt;; t 1 1 _ I._ q _._ -I $. . Sl ., ,/aY-zn.t' S3 r' 4.5. x/ 7/9Y ' jt yr _ xaAT Fort s n .{ _-_ "`"i ovro„c 11 1 I - { 6" EDO ` !!! 21 __- _- J `Aa" 7l8'm x 3/34" WIND PM. &UT WASHER (BEYOND) ..,.._._.,ILIA' TAPCON ANCHORS 0 4 I/2' ox. (STAGGERED W/ STUD) ....POURED CONCRETE OR CONCRETE BIrOCN REOUTTRED WALL MOUNTING INSTALLATION SEMN 3B 2 LIFE €A�TTi'E'ETV PANEL SCALE 3/e'.I• SEE N iB L TYPE & FOR A*PRO ArrOM Tft ��t7+ .n, ,'.. SPACING F U PLSTALATXIN6 INTO WOOD W Miw AuuoL MMDfG t j s EVEFOR MIMMUM ANCHOR 9PAIYND6 AND P9eMLH1 ANNIA 11U1.CHO EDGE DISTANCE ARE WWAIEO ON THIS fmr$III- I.'rw_ 6A) S SGFEOULE FOR F.D. LESS THAN INDICATED ON SGEDULE REDUCE ANCHOR SAACTMJ BY MULTIPLYING SPACING SHOWN ON SCHEDULE __ R-AMk,I 4brmtle rsx tin) 3 AO86C FA am ERe1C!) "CM Ln THE FOUM49 FACTORS. FOR INS TO 9E POSSIBLE KW= t - _._ _ �OKRATION _ SPACING OBMMED UMMO FACTOR SMALL NOT NM BE ms IT" MINIMUM SPACING INDICATED FOA EACH ANCHOR TYPE ON BAB SCHEINLE �, •� - � _ s 2 1J7 Y,♦ �' OhT. I , M,. SEYAIM1itlM m mxis REE ��/�y �.J _ i I{-w. m r _ �I'' A) ffi s jj ` { EX18T1 i 1�"j 7c � ` tsT� I tJ iIt . GLASS I G'� �5,, __ ,F. I Gla 1 1 �' w a- A r^ { [�t� `5 1 f __._ II/.: -- } -, 1 - 3/J}• KIND KUT r 1 _. I I i ° ` 1 4>.._._ �' _ I I/2' F,_;-;�"��.-:- 2t)r l�d`55. 4S, w/' f? 1/4--20a3/4-S.S. Am W/- �`-(BEYOND) i I , I /84K3/32 WING NUT WASHER b 12 //:z O.C.. 1 WING NUT WAS (BLl'O1ID) i I ., ..._ 1/4" TAPC'ON ANCHORS TIPCCOIi b 4 Ile O.C, g7f4' ' .. CHOIR 4. 4 1/2- OX ..__.POURED CONCRETE _ OR CONCRETE BLOCK OR CONCRETE BLOCK RLOURED WALL MOUNJINGN MLLATION WALL REQUIRED MOUNTING INSTALLATION fl .y BE e�Gx NEL SCALE 3/8RI" SEQN AA G�1 LiFE. SAFEETY PANEL E SCALE 3/8'.1" CODE IN$ AI,.IATIC,�N, DETAILS EQR OPTIOH #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD SjRy T� URES _ _,__T_ I _ _ __._p.... __ +h ^{ Ti ti, 4 A r ' q,c. TAPCON 8 a � { TAPCON b 6° .c. / D I. W` t MIN. THRP1+11£0 ,.,,,! /2 .. _ ., is W'1 1 MI T•. p '.,:AT WORD - ENEi1PATfON PENETRATION AT AT WDOL7 `Y: lI HEADER WADER f„ II .:a f 1 e . I 2' T' 4 Ii0i 1 k` / I :. Mw. I Mar. �._.__-I --I 1 2" 2' k - g WGOD HFid3ER WQOO R I I#Ad1E ., t. .- Mat I: K �- n> M} i REOUDTED REQUIRED - ,`I i 1:1CONT, 4 .} { � ('; I �' I LI I 1 i M4A 7 MACS I F.CFBT t) oN SHW 1f �: ) E%ISRl ii Vg �,Moa. LR SEPAc4FKFN 1• CLASS I 1 I I MOONSRAH - CM ___ ___. - EL LIEN - PANEL LENGTH t SM egAr,E __ - NOT- TriY t _ (SEE t 1 BELOW) s N / ON a } NOTE BElOtV t SNx�T ) '#-2 t' f�- J EXISTING 1 4 Oa ctAss'- r as Ms. yr - ' - {p{ I ' 7fl88`s P 3f32" ; I ,. _. ._, .,;.r �_._ ..... .,___. WTNG N4JY 4.. E _ i.._-. ._ _7. :. ..:- ... 1. =t 6' I t p I i I i + x r I I 1 I j #j r _ _ _. _ _ _.q'�__. t r - I �� I F{ rf I I !' 1 �- I , jfjj" "i i s t I tt - 6," I r ., I E6. ED. a"i I' E 0 E,Q. .. - :.. ,..1 ,., :.,., 1 1, I 6"f x NUT \ 7/ 3/3r WING `I ;; ;. 1:7/8`0 x 3/sa". WING NUT 2".A4` LFY700 PL,PTE 2"x4" WOOD PUTS I '+ -- -WASHER REQUIRED WASHER b b ;/4' O,C. REOtXREYl - b (BEYOND) /14-t0 PAtffLMhTE P}.L75 jt4=10 PAN€LMATE PLUS i�,v _ 9' 6 1/4' O,C. W/t 7/ a 6 1/4` O,C. W/I Ff8 - MIN. T : TROT IN - hFREAi,EO PQNEIRA M . THREADED PENETRATION i MI H OF P-1 T I A OWIDT' A M DMDTH OF PLATE l y : + .. WALL MOUNTING I? LaTION WAIT �tO11NTIN0 INS1 i_ATION ALTERNATIVE BAW A,A*00 110060 ! APIs AI.TEBNA7l E PANEL g$ �uLAR . i ..,,, T . SCALE 3/6" T' s'*"_* NSF • !-. SCALE 3/8".T" N, FLORIDA BUILDING CODE Nigh Velocity Nu acne Zone) ! . ISO 44167 -= °�" 7L1EDa 9ID. 20 GAGE GALVANIZED STEEL STORM PANEL 'p.. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DESIGN LOADS • * `- �'_^--_ OIwWI �: UP TO .55.5. -72.0 PST AND PANEL'S LENGTH UP TO 8'-8'. z *' * I _,- -} W/"/"" z. FOR NEW woo0 FRAME GONSTRUC ION: w mD MEA �R9 To BE SOUTHERN o'•, S ATE OL' _ _ __ f� '""' GLOBAL PROTECTION PRODUCTS, LLC. Dve y _ " �1 y� r i, Iv rr 0 I Nc. 4�m s,w 61 s AEE PINE NO. 2, W/ SPECIFIC D04SM OF 0.55 OR EQUAL 1 � '• ()�T�OMV_ FL '�1 ��•. T � ' IR fi0,, et: A. 30k WAe#, iW NPa1'M MKYIE: (As)pN-T5+3. TAX, (054H6p-.4)9'7 20 9r,-w, ... .... h,/N/N/Y, \\4 Y wx.. amt rs1_:er. , ae.: pma 53 wa ., aaamml AHA xA w AI:tnwar "ax OMxIAW Mc: 11YL( +°ELL' iSt6'ii tifU'AEtRk'dG. G-DD06754 ORWIM; HALTER A AUJE' Loa aa" ! _ LKEi 2A 4f Ye #41d�E 3'/24 TA"ttOTE 2 rELarO �x 4' W/ W/0 Q' YJ' (3fE NOTE 2 9ELDw) $' 24 1' 24 6 2 1I. / / � ewi 11 (Sff MOT£ 3 DEt9K} J14xr SAES. 1'%24 4•/24 FIAT CONCRETE AAeHKJ�: Sri' I. Wn, f r AO 1 ANC ASPP}„ 3` Mw t-3' SCFEM1lE O14 5tEET 2Y, Fpl WORD SCREW: 3'-, - I Ilse SEE SEC01X6 mf sHv T 2e Mae. (SEE SCH@PULE a9 SHEET U). ... i' MVF, Ai 2 1' 10,; " W I t4ai' - aMS EAOH rRN of gg __.. _ I, I i {# V I s I 4 j I L 11 '! I t 1 I E� , A 11111I I F 4 s3 !t ji i i { li I' f- ( yy �1 1 !s i•j i�i I II I`i 81.11il,, 3 i n�_ 1.I{)jj! 1I II L I!{pj , I tE_L- �,n,1, I- 0 I ....i_�. �. ._.L.i_.)�. _ ., _..,...=._k<.��_L �'_.. � ,. ,_ _�-�,L i..E[[ i ' i f - . '- _• - `L 'T 6 $ `L i T Y sDxa• T Tr�'T"'r /e��n T I T LIINTERNOR ANEL (R9ERLDRF� 1MTFRNR PAa•D, TT I•- ` F "r P I V/+•• Ai!£L) } 'T( ), I TEF10 P' P P -�•^ T I PAtNFC) I {EE OTO 23 ( A- 4 (eaERKKt A!)Ei�: I !(!1GR PAEBJ.) (iMFTIOR A4Q)!I (END OE 2. 3, SEE NOTE 2. A 4 RO.tW[�t I , ( I { I ! 1 i I i I ! , SEE NGfE 2,. X 4 BEIPM SET' N TrE 2 3. 4 •BELOF/ I5f_F 4 1 ' I , I ' I t I I NOTE 2. 3. 4 BELOW - k' ! II � �iI ttti � it I I tt III ! 1i l { Hli,T,''-�- r II ,, .1 + 11� 1 i��I ,�I i'i1 I) )r, , i7I[ I I1 W ( � kI - f I 3 [I pp 1I -IF iArA7s1 t i 7E0 P� I C I4 .._: ._.. I I f , , I 1ltII" 34t 4•f- I' ox3 #' M w 'II ii11# s. P 5(+LTED w i , ANELS ! I i j E 8' x3 32- I i'4'ti- t E. j WINGNUTS l I 4' 1 D Ms. w 1 E I � I / 3 t r II r qq I!{ ! I 2 WTNIDN ..". ... ( ) �,.,., 11111) 1Q ._ t2P _:.. 44 �1 r ._. `, .. , ,, 11 y.r_,:; __ 40 4'L:' 1` i'(<_.Y"[11 _ .t-T t.. ,.}I 4I,I.-H I I I I.,I (,- ) I i I I ) i j({ i 1IT[ � I .1 1 11i {jj { {1 l�A1tI I E l i 1 i ti i P i��_ i ii '.{ ) 1 f , 1, i4 I t t t - -- -'a- - . - �.__ _ 1 SEE NOTE 4 BELOW _ _ n I. 'SLIT: NDFE ! --�Al_U"`C (TEFL) p ' '-Mo FOR CONCRETE ANCHORS SEE BT2DW :; W.A.! NAY DE WGT®"-_..-;-t?'� •• ' (K7EWiiZ LOG1TpN I' WG SCHEDULE ON S,w 251 MR W000 .. FEW - T AT €kW If2' 1 f/2' TEND PANELS) Y'�� SEE SECTIONS ON SSW 2e 1�12 3 QR W/ OA W/0. NE! NiF@OR Ai1EJ5' 13' (I) TO RE INSTALED AT EACH I r LASTPANEL TO IS R4SrALEO AT EIf11PEA " , uwAnl4= ALWAK PRox9ryR�7 W/D WRAFT HANDLE TO FACLR'AIELETqFACNSTAURI TON UjmQ IF INTENDED TO BE INSTALLED FROME MR- FROM STRCCT I nHANG A TD BEINSTALLED FROM = INSIDE Or STRUCTURESCALE Sf32" . 1" SOMI $/3r - 1" I�-1/.' Mar, DM {F-I/4- Max, AM, --,Jr-,,-- Max a4P 1/4• HA= 6AP.-I.-- . --._ __ �_� } o9 �%w/°A w/a@-( [DE�p`Ct: {'S _ (ALTER _ IDt".A_ SfCT10N A -A SECTION B-B AT E7N IAAMF S) SCALE 3f32' . I' NOTES : SCATE 3/32' - I• (t). )g)�tu ,e.3kF5 1000: E PANEL SYSTEMCONSISTING Of + !T AT TOP & P TE PLUS OR'LONG (5i. D rs"P_EFvHE - ? PAACSTORM PANfl. SYSTEM CONBtSTFNO 1F PANEL 5A4BOTTOM W/ PANEL#NTES, CPnR. TRACKS 'T O0P & BOTTOM. (2) END PANELS SHALL ALWAYS BE Ct}NNECT£D T`0 E%i�,lING SELL WAIL BY MEWS OF (2) ND PAN-Ei=.. SPILL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELMATES OR, IF USED ,��QOIIN,LY W/ 1S' €1-0 (2J TRACK AT BOTTOM, END PANELS V SHALE BE PROVIDED AT TOP OF SUCH PANELS. SMALL BE CONNECTED TD {2t W/ F/4'n-20wi ±{"LI.Fa, Wf 7/pie -Wr YANG NUT DR 1/4-4 -2Orc3 Min. U INTO TAPPED 2 (EXCEPT AS (3), IF END PANES ARE CONNEY TED 70 TiOTTTRX TRACK, CONNECTION SHALL CONSIST OF DESCRIBED ON NOTE (3) FLOW). I/4"s-20x3fk` M-S. Wf 7/8'Fx3/32" wFE#a TOUT OR 1/4 tx3/4' M:n. THUMBSCREW (3). FOR CASES WHEN £ND PANELS ARE USE JOINTLY W! 19" LONG (p AT INTO TAPP-E eaGTTQM TRACK. L1JCA'DDN OF 6ASTENEt25 MAY BE AT ERHER OF TWO X EXTERICR FIAT FLANGES OF END PANEL, OM BUT END PANELS ARE NOT CONNECTED TO B0 . TRACK 2 , STOP 8AR 8 SHALL- IC PROAM AT TOP OF SUCH PANELS. (4), Iw CASE THAT END PANES NEE NOT CONNECTED TO 80TTOM FRACY, (ia. A STOP W (A). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT TOP) AT LEAST lYeti PANELS SHALL 8E CONNECTED O BOTTOM TRACK MOUNTED TO EXISTING SILL EAU. MEANS OF PAh'ELMATES. ONE INTERIOR PANEL 8[2�� USING SPECS INDICATED ON NOTE (3) ADtNE. 1M BUGH CASE, CONNECTION OF PANELS MAY BE USED dEPNTLY WJJ TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO BOTTOM TRAGIC MAY OCCUR AT ANY PANEL LOCATION, W/ TWO PANELMATES FOi.111W1N0 SPACING SHOhyN ON ELEVATION AND W 3 7 2' {AAA? 'A, EDGE bR TAN F TI4IS Y . 5 SECTION T, 3' 4' SHE 2A. H I+I M CE 0R f OR PANEL USED I O W J 5 SEE Si'CU & ON ET SEE ANCHOR SCHEDULE ON SHEET 25, hNTRNI j DOES () ! o 11tI N07 NEED TO 1 M k TO DE CONNEC,ED BY ANY MEANS. TRACK (t�ajDSMALL. INSTALLED \etATA A TI(/ / SUCH THAT AO)ACENTPANELS (� TF!E LEFT & RIGHT SIDE OF iATFR PDE)ROt TG RJR THEIR ONv'R[3,P5 Rs"T'AINED I3Y l:J. -;4, , J)✓ f y�,`' y�C •• I. FLORIDA BUILDING CODE HI h Vetool3 MiLat one Zone �e.. N4C - NO.4 167 i 20 GAGE GALVANIZED STEEL STORM PANEL tFRAini Wr: a •, STA OF F - �g� f �* /� /� i GLOBAL. PROTECTION PRODUCTS, U.C. D W/E" '`o rjl ., 1IL E C 0 T1re, 181ID S_IL 51 siMFT WTE: p ' C QI� i �i� T t 4 COMPANY CAM FIL 3"A `_, I" ' 111 '' • - is . aw a e w am #Aw NWNE ($S) W-7543, FAX, (a54)�-.1 24- t 76 4i/ 451p (. `� na : tAKT an-,zM cRRt FPI-Fc21 rna. - BRAKING W +w w ses ePwK+uF. N 14A1A x SF FM,T 18 CA-00 Pt19 A A/flt1N1 !N 0 M IJM OUTLIER A #{. P.E twn11 x _ BFwu 23 OF 21T INSTALLATION DEIAILS FOR OPTIC+! #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING SOURED CONCRETE OR CONCRETE BLOCK STRUCCI RES TI4' TAPCOH ANCHORS f ' TWOON mcHORS _ b�9' GC.. _ , 94" O,C, POURET, CONCRETE ' �`. DR C m mrckREQUIRED POURED CONCRETE E BLvcI;, ` I A f VA. s. i' T k ED 4 �_, N7 r AMR, I � ps[�nMt�: tR ,CD T_ SpWLUtp PN : U 2 F �nwn': a+m 1- y t } ..- U m , mF¢r ,.I y I - ") EX, .. t ,. ' 1.z, -' EX1STtj -1 , xti CLASS T 1. TI „ I 64AS5 L..... __,.., S _._ r..._ ..__.. _ _ .., 9 I i I t I H • - i - • _ - 6" a �1' { 1 r' 1 r'd 1 i II I I I xl�{,�5�.•_-11 '._T bJEWaP 1 _ -....._.._. _ ..:._- . , . �} ; ✓rI : ED+ � t'��: , , - ` -. _ 1 �i4-TD'f PANELMATE PLUS W/ 14-10`4 PANOJAATE PLUS W/ m' "Yj`8 A 3/32" WING NUT WASHES _.__ f8'# x 3/32' WING NUT WASHER ' b 6 F/4^ G,C, (BEYOND) '_. .POURED CoNe"If _. _POURED CONCRETE OR CONCRETE BLOCK WALL MOUNTING INSTALLATION pUIRD�CONCR€TE BLOCK RED WALL MOUNTINfl INSTALLATION SEflULARCTION4 RE 9 PANEL SCALE 3/a-,I- SECTION 5B O LIFE SAFETY PANEL -,.µmxu.1M113FF1,/Aa,_ SCALE 3/6--i- I SITE NEE'f 19 r 20 FOR AFINTO S TYRE A Alld#7FT HYPE. 1APOIN LTTTE I :SPACING FOR iNSFALtATF[iN3 INT1T"WOOD _.v As, AIcHos mNcA40 W 3 S FRAME 181KJXHM MEOMUM .H r 'AIINGS ALB NRDMMM Q10E DBTAMCE IRE IN6lCA,T67J DFt Teiffi 'fPGF OKTAAYA i.{frt} a 3 9PHEDUL$ FOR Ea LESS THAN m3NGAIB# WI (LP MI4.1 sars,>AA! {LW 3 ! /.. SCHEDULE REDUCE ANGINA SPACING W FALTPLY#4 SPACING SHOWN ON SCHUX-41 AOtlrt. RA "a mom rACFOR - M THE FOLLOWING FACYVRS FOR THIS 35EISAT#L4 70 lE POSTa!94f, Pi41/EED __-2 /2 SPACING DTITANO USING FACTOe SHALL WT ,/r - E LESS THAN .Wwm SPA04 ND"TED FDR EACH AF Mm TYPE 0. BAS SCKMLE _- _ _.. _-_ ? -...._ _ __.._ __11t 'i IAI - st 11 f No. 44167 *; n TAk rr ns A>£. VAL/A6HNIURE/Oh1T C11- N C -S 9. wes C Lu IP►. A- t V- rr CL CL ca n a © C m V = -a'O N C " to C. sn � CV It C7 Q .M.. C4 cu GI C...= 6:.f (m .= � " • • 36, = W (v . t..t ,1 A.' O, = r �. �. ice: Z ' .. .a C/2 Q = E F t C0 G2m0 1LTECD, INC. GALVANIZED STEEL STORM PANEL f "DPMsw w: DTn4/2DL L2OGAGE PROTECTION PRODUCTS, LLC. ETC C1► e. S.W- 51 SiRLEFNO EL 03.T 14n Sai4}esc_xsat. FAX: (esa)�-r7v7 _'�A9D0 S RFN9 COMPANYowl, •leow.wmrnxe,M'4E: 2O-i76..._'".n„'ma n._Im tL43 2I+.xV, wns _ wr,. xlrs,r _ DRWIING Na. GENERAL NOTES:- YAUFD E-Z HANG 'y"L70 PANEL AX911 u T E-Z WING STORM PANEL SHOWN ON THIS PROOLICT EVALUATION DOCUMENT (PLED.) HAS BEEN VERIFIED FOR CONpUAdCE IN D.4) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID & PANELU,ATE PLUS INTO CONCRETE ACCORiLt U WITH THE 2020 (7,N EDITION) OF INC FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4` OESYGN VRN : R F D .DADS 51HAJ.. 8E Ot1E. MRIEO R SECAgN t820 0 T .. Oh IA ' A5 PE FIE ABOVE CORE, R,2) MIN UM ANeT4ORS SHALL IS 7/8' IFFTO CONCRETE. AENTF IN IAL SMALL FOR WT AS REQUIRED THE LHt N ' R A ND SPEED { E BY E J S01CTt0 whtE 7PIE IN N £ SE SHUTTERS WILL BE STALLED AND q EM�UMENT INTO Awl' FIw15H W 11 7D OAAEDMENTMATERIAL SHALL BE F'ECN ED. FOR A Dtl F K i RE-`TtONALPTY ACTOR d q85 USING ASCE 7 8 AND SHALL. NOT GEED THE MAXIMUM : .1 NC k34 M 5 D (A t #" a_ 2O SS SMALL BOLTS USED _ G H H / SHAH LION ENOUG S QUID ANY hwfSM MATERIAL, ' TO ( EXIST) OESION PRESSURE RAT}TJ at"5 INDICATED ON Si'! 3 & 26 EFTS 2 TO ANCHORS. ENGAGE 3 4° INTO R5. A dCHO IN ORDER F VERIFY -1 0 O`ER{ THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS M€ P DM ER ASCE 7 8 SHALL BE FIRST REDUCED 0. DESIGN WIND LOADS BY B 0.6 THEM 7Y D,S IN ORDER TO B:Sj IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELSTRU BE FOUND :TINE EXISTING WALL, MAX.AS RATINGS INDICATED TO COMPARE TFIESE W! X(AS.D) DESIGN PRESSURE RATLNGS MDICATEO L''N SHEETS 25 & 28. ANCHORS SHALL. BE LUNG ENOUGH TO REACH THE A1MRI STRUCTURE BEHIND SUCH PANELS. ANCHORAGE D SMALL BE AS MENTIONED IN 8:1) AND IN 9,2), N ORDER TO VERIFY T4NT COMPONENi9 AND ANCHORS ON iG5 P.E.O. .E.D. A3 TESTED WERE NOT DYER STRESSED, A 117E INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN WITH IV 5 C ANCHORS I; - ACCORDANCE D 5 24 S SHALL INSTALLED FOLLOWING 411 CE THE RE SPECIFICATIONS N ( ) RECOMMENDATIONS AND SPE1.3 CAW 5 OF THE > ANCHOR'. I MAN JFACTL'RER. STORM PANEVS.ADEDUACf FOR IMPACT AND FATIGUE RESISTANCE I45 BEN YERCFTED IN ACCORDANCE YSECTION 1626 OF M r 1? R THE R 1 E IDNED PE AS PER TiON N SiHALL BE E RESPONSIBILITY OF HE CONTRACTOR T VERIFY THE N ABOVE CO FlNE.SKRA. TESTING 1AE40RAT@RY INC. REPORT 2032 AS PROTOCOLS US- 07 MRA€T O VE f•T E SOUNDNESS Of THE STRUCTURE SHUTTER I) S 2 � TAS-2U2 AND YAK-203. IS i0 8E ATTACHED TO tMStJRc PROPER ANCHORAG€, ,THIS SHUTTER S1bLL1 ONLY 8E ATTACHED TO CONCRETE, BiDCK AND RE BLOCK OR W F N E100 RARE BUILDINGS 4 2. THIS ,. ,N DESIGNED T W : { - 1. ST'S#EM LEAS BEE. ESIG ID TO INSTALLED ON T E OUTSIDE OF THE OPENING ACCESSING FROM ALLLO G E5. C i4E OPENING THE INSIDE DEW 0 T'HE tUS€ OFF A LADDER ()R LIFT, Tk415 APPLICATION IS V U WHEN I N T- AP (JCA'RO AL D EN NSTALLAT{ON IS INTENDED G PERFORMED % BC 12, THE IN STALLATION KFN CONTRACTOR IS TO 5E K :R £ TES t.Mt H R 1 / F1x 0 REMAIN N CONTINUOUS AIL CAUL. ALL SHUTTE CAULK FROM lHE { • OF STRUCTURE. NSfOL STRU E BUILDING BUILDING CONTACTWRH tMC BU L_h+,.G TO PREVENT WINOfRNN R)TRUSKX4. CAULK AND SEAL. SHtTI'TER TRAGHS All, AROtfyO Flbi. AND, 3. SERIES IOW INSTALLATIONINSTALLATIONLS APRtJOABEE TO _MtGLE. AND DOUBLE HUNG STfl.r _ WINDOWS WHENfNSTALiAT10N IS REQUIRED TO 8E LENGTHI. ¢ PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION -HALL COMPLY WITH SPECS INDICATED IN THIS OUMNC FtUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY JURISDICTION R P THE J EDICT ON WHERE 15itdfT 15 APPLIED TD. 4. SERIES 2000 INSTALLATION 6 APPLICABLE TC StKdi AND DOUBLE HUNG AND I40RQONTAS. SIiL7EPS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE I4. ATRIUM WINDOWS AND DOORS. RUC, E - Z HANG STORM PANEL SYSTEM^' IS PAMIT Pam. p P 5 ALL ALUMINUM - TO BE 6 3-T (UNLESS 1- N 5- o THIS CT N D P . . P EXTR1J90NS O6 5 HI.iOY AND TEMPER. J .LESS OTHERWISE NOTED) i RATIO EVALUATION PREPARED BY THIS ENGINEERIS- T P ( J ) ( ) 1N GENERIC AND DOES NOT P.Ol40E SPECIFIC INFORMATION FORA < I I _. SITE SPEC f1C PROD C7 .¢ WHERE THE T THE P.E.O. P E : E E E SIT CONDITIONS I)E:SA E FROM E 8. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL EUroC 3t05=H94 41LYf. (b) CONTRACTOR TO BE i?FSfK7NSTBtt FOR THE SELECTION, PURCHASE AND iAU^TA.fATTOEN INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET MCTAL PANELSSMALL ,'AVEHAiE STRUCTURAL STE+"A5'AiA-853 GRADE 5@ M'm tALYANiZEq STEEL THIS PRODUCT BASED ON T11s PE.D. PRTANDFHE/SHE DOES T DEVIATE FROM THE COMMONSS DETAILED, Wi DESNGt4AT10N W/FY. 58.5 Nm,{ (AFTER ROLLED), THIS ODC'UMENF. CONSTRUCTION SAFETY AT 5PE THE CLTYTRACTOR''S S R&.�P4NS18{i, , CED RS` 8, AU. SCREWS 10 BE STAINLESS STEEL 304 DR 316 NS: SERIES ON CORROSION RESISTANT COATED CARBON 5TE}1 AS PER CAN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 5001$ W/ 50 NAI'TfELD STRENGTH AND 90 W, TENSILE STRENGTH & S+KL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.4 (d) SITE SPEC" PROJECTS SMALL 8E PREPARED BY FLORIDA REGISTERED ENGINEER DR ARCHITECT WHICH WILL ENGINEER RECORD E.O.R. FOR THE PRODUCT AND 9. BOLTS TO A A-307 GALVANIZED R I N BECOME THE . OF R F - BE 1U^7M 2ED '- D A15 3@4 SERIES STN t,E55 STEEL WITH 38 all MINIMUM H. WILL BE RESPONSIBLE SrEL7-. MOUE{ Y[E1A STRENGTH. ( ) 0 RESPD S BLE OR THE PROPER t iH P N - P,E-D. USE OF E L.E.D. ENGINEER OF RECORD ACTING c A A. DR EN ENGINEER TO THE P.E.D. ENGINEER ' SMALL REVIED 10. ANCHORS TO WALL SHALL BE AS POt1AW5= SURMR IO THIS LATTER THE SfTE SPECXriC DRAWINGS FOR REVIEW (A) IO EEOmNNG POURED "C+ACRETE. (a) THIS P ED, SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF _ I /4"a T-APGON ANCHORS AS MANUFACTURED OF 4T:W, BUILDER, INC (MIA. r-3192 p.a.i,) RECORD THAT PREPARED (T 9/4" 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN, i'e'm3000 p,s,I•} t8. aiYJRM PANEL OF : N MAN AL"TURER'S LAGEL SHALL BE: LOCATED N READILY F T TDI 0. A READ PANEL IN - t P 4 1 TE E I - P H q ATNELA4A FEMALE D & ANELMATE PLUS ANC ORS. AS MANUFACTURED BY ELOO CON LOCATION A R?RO UCTS. � STRUCTTON D -- , A,CC ACCORDANCE WITH ,7 O H SECTION OF LOIN CODE. 5 P F Ef1i G D .ONE LABEL tWJ. BE LACED OR EVERY .ENO. LABEL, PLACED FOR SECTION _9O7 OA N Y N t LABELING 70 COMPL. T45M SE.CT}O 7D9.9.2 OF THE FUORLOA BUILDING CODE. Ai) MINIMUM EMBEDMENT DF mpcoN ANCHORS INTO POURED C4 RE`T, H 1 4" a CHORE U NC E SHALL BE 3f A{dv 2` €t1R ANFLMATE FEMALE 10 & PANELMATE PLUS, A2 M EMBEDMENT OF i 4"s # 7 8" -I. ANY ErAaED $ EALK N ANCHORS SHALL BE IS 7 8" INTO CONCRETE. OM INTO ) / f % C ETE NO EMBEDMENT 0 FINISH A'.7 FlNISti MATERIl SMALL 8E PERMITTED. 1/4- -20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOU09SHOULD ANY FINISH MATEftk EXIST) TD EN6ACE 3/4` AIM NS. \�NtHNMENH,// A. T/j h`�6' �+OR- A3) IN CASE THAT PRECAST STONE, PANELS. POARS DE FOUND T!Y"','• •'• t/,}4A°Ie PRECAST CONCRETE OR ON IME EYISYING WALL OR . FLOOR, ANCHORS SHAD. BE LOW MUCH TO REACH 114E MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL "�': '4,1M,QFr •,'D :. = BE AS MENTUIECT IN A 1) AND IN A2),. x •IT NG.4AT6T (a) TQ_a:L QN0E 010'A 4YAI=, *' * iYi's - 1/4' s TAPCON ANCHORS AS MANUFAL"TIAEO BY I.TW. BUILDER, INC. - ;- FLORIDA BUILDING CODE (High Velocity NurFlCons Zany _ - 1/4' 8 A. 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. Q' 1500 P.K:L) Off, A '- o2m IAfEW, INC, 2O GAGE GALVANIZED STEEL STORM PANEL To - 814-10 PANELMATE FEMALE ID AND PANE?MATE PLUS ANCHORS, AS MANUFACTURED B'Y ELCO CONStIM)CIM @FTB ` DMaN ar. `'�� ..•'. 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AT�7 �5W{g3)L Al NNj"1isa1NA11104,11I//+y E tF OF'1 t,�4zfi)`"IFr BiiILD-QUT MOUNTIN#, INST. SECTION tL SCALE 3/8.1- 4 .: Al i . B\%O DH FDC7 DR 23mD `fr , ��R .F.1.. �.,• _ -80 IN9TAitA3Nw £lar3:t S3. __... G---- (� ;N S�M�,�Ti� FLI4 DOMBRtA1RY1 DF cAY,rvaNc. ro r BaFroM >,YspMt'MWas cw BE CONS"m Ik ANY WI TO. S.Ht ANY a NO, 441$ - _ FLORIDA BUILDING CODE. (High VelocityNu cone Zane I /fny\N ' I ETALLAT'0N' E 0m "ITCOD. m 20 GAGE GALVANIZED STEEL STORM PANEL FP' ' STATE {}F JWT MALE- lIr - I' VIEW fD.. EODE ,.s=-A X `xc�° ')i." ;m [, ..... GLOBAL PROTECTION PRODUCTS, LLC. } .�., .ECGtree. O fA\A\ ��wz- ...DATE; IMNF. n- U ,.7 MH'a+ N 04-41 �_,. a {F _ alr f+wNE (tq4)m-n45. FAG (xH)50E-6'19r 2t1-176 '4s aRR"MG Ian: PIE, 9FA/DGMA"E/OAM CA-ODD0710 WATER A. 4M w aslr w'w y - dr.. .PIE. r reA+1,-tw rt _ 44I - Y. _ 8R6GT 2.A OF T:1 - _ .. _-.# N _c_- � _ C6 L_ (1) U ,0 � CL 0 L_ = .� m U -0 N 0- cn 0 O � En- = O O Il W Cu O O ku 4--> O cn F -0ca _500 V / a_ CIO 0J a) (D (1) _9__ _1i""_0 �/ U)) > O C/) CDL 0- (1) =3 m 0 L_ C'/ m V i^ LLJ = Q z z Q J 12- SHEET NO. SH 1.2� i T I . ter. _T _______Z- 1 r-- - - E _ .. - - - -_ _ _ _- . - __ - -- - L I - -F__11 _. _ .,_ _ - r - -_ - a 0!F3.41! 1117w-w-mpm #I *111tjlm;j;� *-`zIIIIzI4ff;f.1f1 I N'zr-Txm " IW1;4;43Fl;010'J1zLq x - 11*1-�WIA�ii*lml#i#797hl4t;.�4mc2rm:rlllltwlit.j,4.. I- woo; ..'10r;." - NW04AHIA, '� .4.4 MAXIMUM A.S.D. O - I - w- I MINIMUM MARATI. I PANEL I APL-� To I %K.- I, m. t'� I ) TO .N m .68.0, -75-5 I I R,GR- lie, I - BOLTED - I - - VI 2'. X. "W' 1 2"W IT, 31W .65,0. -7t.3 I 7O* OR LESS 1 2 7". 1 B.'ro, - I A, . '-w -W A - S, WINGNUT AT OVERLAP & � OF PANEL LENGTH MEURA'I'liQ =IF'2 M,5 ANa. w,,f.v4l,.[fj!w-y,qp)mkl*-Itcl',E;izt*-i-iflii4B,F.Iti,[�,wf,."Ovw-1,i,Wii*)�i�l*i;i-,'.ItjlZ,[tW,,T�'f�4P�illr7lr,'Ioi' w*1j.T*jI'[tw-1qi;I'Af11 51,'�.Ml.l(tjt#itl!lllip3llf2lp.lI 41"0,.[4iZ44130:11[4.'$F)�W-11:illl"tfj;L3�-�fA= - � . �VA!.,.*!, 7 I �a-,,ZRW.�.'�xur�IV-MW-2�'W,,M;i A; ITINRIIIIIIIII111: 1 1; ! �� --rw I �mum &SD. ION PRESSURE RATING (P.zf.) MAXIMITAO ANCHORS SPACING FOR E. D. - 3 1/2' 1 L- 1 APPLICABLE 70 SMORS I It ANY COMBINATION OF THEM KUNIV "'040, LINGTH -L- (XI.) TATICONIS I CALK-'N I pwe:LmxTE "NAZE 4 PANEUMNIT � TO C� 10 CoNcam BLOCK in ;m TO CONCRETE M= To CONCRETE to CONCRETE BLOCK 12, NIA 12, - N/A 12, N/A '7 71-7I7./A - I- & 2' (TQP) i it* '. * TO, 1. '. � __ I' (BOTTOM) 12, -�- 3. t 12, '� '. -4i--�:_ - 1. 1. --!L-- fil -T%94�1- 75.3 � �M/.A _ N/A NIX NIA - NIA N/A 12 1/2' ill I Q. (BOTTOM) 70* OA LESS , 7. N/A 6 If2- N/A 1 4 1/2' I N/A , 4 1/2' N/A 3� (Tap) 12, M/A 12' MIA It 1/2 NIA - a I/2- N/A 3' (BOTTOM) 12" N/A _ 12- N/A 12, - N/A 1 - 12- N/A .' (TOP) 12' 8" 12' 9 1/2' f2" I it" I I 12" ". - - (-) I I * LIMITED 70 56.0 p,". A,So. DES" PRESSURE RATING Ism SHEET 26 FOR ANCHORS TYPE & SPACING " WISTIALLATIONS TWO IWOW FRAME BLAUNNO' MINIMUM ANCHOR SPACINGS AND MINITHIMA COM DISTANCE AN POWED ON THIS SCHMI.E. FOR EA LESS NAN INDICATED LIN SONEDILLU REDUCE ANCHOR SPACING Try WARPLYTOG SPACING SHOWN ON SCHEDULE By THIE FOLLOWNIc FACTORS FOR THIS OPERATION 10 13E POSSIBLE. RIA)LOCED SPACW OBTAINED LISINS FACTOR SHALT NOT W LESS THAN MINIMUM SPACING RWATED POP. EACH ANCHOR TYPE AT ANCHORTS-110m - �- Ile. --i-/�r. MOM TIK --!44nW-4'---vn' - "Pow" I 22"EMAD --'' TE Pus - � I - dl� ANCHOR SAACM (in.) a ? 2 '/2 I-- fo-b. to.) - --L- 3 � � 3 3 I- -1 ra;;;; -3.1(w -T - -'i -15- -�-�va-2`fl -- ARK �pwqwolDq FACTOR -------� t/2* " 2 ,/r ��--' -- - - --r --- �-- - 3 1/2- I- - - , - I. - f-11-F-0 ii i r + REQUIRES Mo-. DISTANCE BETWEEN BOTTOM OF PANEL I I I I I *0 (b to BE- '/2' /2' Mi � F-k-L-m ++ Timmins m- DISTANCE smmii sorrom or PANEL ARC (D TO V-- 31iW V'r I 40,I� COMPONENTS FOR REGULAR, UFE SAFEI�r & E-Z HANG ,5TORM PANEL SYSTEMS I i (SCALE 1/2-1 -) � - -1. .1 -' "I � --15.125- (TOTAL WIDTH) ---- --- - --------- -1 11..'-..- -1 viri- - ; i :------,--,--,- - - ---- ------ 1 ! =-/� I- - 313�0' - 1fr ' -- , -1 2,500' (EFFEMITNT WIDTH) - - - -- - - - - V-' "I � - - 6 1/A fTyp.)- - - --' . I- I zto* -- - 1,350 I , � � � 1 : - J�- ; T--r�o : r- f -"3* '! - �1" � "zw , , I - iw p �' ime - I/4*02`WW;. ,750'-- , S�& STWO Z74' ,125' � TO ANGLE 0 e I/4' . .W&* .. , " OR 0 12'=241 -1 I IT- . �' '� �� f I MID - �' � '.��' , f.'k �.' - - - -'. - ' "' .� �- - M4 no. I 1 ill. � ("02, �% -1 C6� I � -'� I -- I 1", ��."" - '4 I - - I IT,- ='-� r .1, I � , - It. 1,571, 1.500, HEMMED ; LOU ONLYhNIZED Sit ASIM AGS3 TYR I '� L I IN .084 I 2, - i " W4' -- .- N, 1Qiv -%--7. I � I L - . DETAM A GRADE Do W" M C-60 Gkv. 49 ---------------- .2W- / I I 2,116, � I - f I, . I :" I . -_-�'-' --,. 1� ZBA- -725' - mp 3 (TYPI) 's5o (1) WMM-PAM I . -i-3 '- t � L. , MT" A- , '375* ___2,M.___ . i PANELS SHALL BE NSTAULED ALWAYS FROM LEFT TO RIGHT W1 I/?' LEG AT ENO AT LEFT SIDE OF PANEL 2,3w - � (�) *Hw HEADER (�) WE! RACK (�) ANGLE WITH ME) I �'- .7 I--, � I- , � , INV. TOP EDGE 0.024* (Wn,) I `NML I I PANEL S ENO LIP '', - �' ", - W/ HEMMED rwr '>'�' - -" "I" 1 - "I - _Zr �0'05* .11' � - , - , -�---.�e '�' �:��,'--� I ,,, xl�'�;' , I - - - �� , ;�� " - - ��- � tl33'1_ _r :21O� . '4 00 �� f -, 1 .' I , ' � - "C' CALVANIZED STM -?b' � , - 3 � .4 ,� . I p ) 4 ' I - -f :- PANEL I / I I '�4 ( . 11 -, ' --, ! T 11 --< I ` C �. "--) r ,62 01375' � m'Tq'f" 0.250-ii -,-- ' �' i - - - 2-59", -- I -'&.- I HEMMED,_ , - - // ' 7 1,67' 0.625 � .1 1- --�Onl " v' - - - , . - : � 11� L I I, I M.2700- ". I - 2.250" - . i -t � -1i 1�1' Isom � NOUN= CORNER ;1 ENOS OF ' EL'S I, I— , I ii�, - - f L' 1 iKvo*�- PANEL , - -US OR (YO � - ' - � � - ' - I ' , -T � END LIP W/ 4EMMED EDGE� I - A4. ASS, - '", I--' (�-i� I - 2i� 1 � I � r-2.378' --- (N'I�S) 625� '37 , .I 2i 5 DO, �.750' 072' I--, � 10STI �067' TYPq .7w -0-1 (�) KEY HOLE WASHM 3105-8154 ALUM, ALLOY T� ---"'7�JM`D""GAm11E1 (�) KEY HQU-a-wa DATAM -- -- - -- I -- I : --I I 2-1 1 24'. .750' - I D., � I .SL*E Sim 5 MR AODMIONIL Is 3' UMITATIM IF SLEEVE LENGTH is I J'. 1,'- I- 1w � - , � r -375 . (�) SLEM 2 1/8 1 - - - � 125" t IAT OKY VALID FOR IN%7ALL ,OHS TATIC WOW STRUCTuflu Iw- t " ; I - " '� - I MAX LENGTH '� . L-.. -- -, Mo I . 3,750' � -.193* � - - -zSAs* -- -- - - I .1 25' t.-I I a - �' i (I--) I .050 L- - � 'U" ' - 00 � 2.ODO I 1 1.750- . . - (�) REY, 'H" HEADER (�) HEALIER : I i j (TYPI -1 I -'I* MIFL in �' M.- - --- � . (R =VE J* MM, I---- -2.OD0 --� - -1 J.Ewifi--� @ ANGLE ... J"ftAq'A, (f� Nr-m&K (1� EANLL HANGER .Az� , 1 - . ' I -, ' F� �-'F' T'� 4�65- I I , I : 1.071- i � -- - 3ow, .3ii�' - "I-M AUDI, � - _: ��7"wo* I -- - L-- ---- t 27S7 .On" �0' 1� _ , l MIN , 70" ' - -- ' i'--"-----1-. --- - ""ITT 0 1"; " , "'�O'�� A. T�4;;"� , 'q. ", .. ' , A "� ' 'EN,T ..-'�"' je� 4� �' ,,�'- e * -.., 1II, !� S " I - N0.44167 '. zz (I 1 Z4- ,WIDE) (USE ONLY FOR JE-Z HMO S70RM PANEL SYSTEM) 603-T6 ALUM. ALLOY FLORIDA BUILDING CODE (Non High ValocRy Hurricane Zone)_ , I--- z'001)", i 11 11 i '. 123' .1 - 54 mi%i� , :'�' � MI N' , "z 0-00 21 P- �:�' t.'--!L- i. L- Jo t - - - - ------r*, 1. * -a- - V2020 IXTIM0, Tic Z4 GAGE GALVANIZED STEEL STORM PANEL FA ) I !'. , -! A . I 1 )'29, -A� " i 7 - 'P 050 . � -*, *. STATE OF: .. , 1 .. -- A ORNWN &I - -- 2,000- -1 �--L -b, L SEE SECTIONS -- -- - t - .250' - L , MIN N' . A - ...-I I- , �' I 11LIEFOm.. IT TECTION PRODUCTS, LLC. '1/271= � GLOBAL PRO !AnL QTOO S.W. 51 STREET .2 ql-// ".0 I , 11 - - 11w - -I &�'PIIL Ir =)!'�rl we' rL =1" -175 PHONE, (".)SN-7!H6. 14('. (1,N)STIS-870, 20 (!� BUILD -OUT, 'E7 (R MQ9 g & (��O WASHERED WINGNUT I 1 CA-00WIV -.I - rwAWwo - (ZAMAC 3 ALLOY) PS SEM4'SXW0net1TWrE WALTER A. Th.ul &. FX- , I -.I. FWFD-04 U,, I I!lv , , -j-j �Q �� I . -- I ---- - -- INSTALLATION DETAILS FOR ROULAR -) -EAKL-(�L INTO POURED CONCRETE OR CONCRM BLOCK SjEQQTQ8ES ALTERNATE OONCRM ANCHORS LOCATION GONG L ANCHORS -1SEE SCHEDULE ON EXISTING POURED CONCRETE RET" , ROUGH 10) (SEE SCHEDULE 09- - EXISTING POURED CONCRETE- SHEETS 9 THI OR CONCRETE BLDCX - SHEETS 9 NRDLJGH IOL OR CONCRETE BLOCK REQUIRED. �111k"� �� F.EOURED. I 3 -ATERNATE LEG , "� - � 7----E.D. C . EXIST, . *'A',' 'r/ LOCATION " ��1=111r=.Ils ��d" �' 11 ��."`. COI.Iwlv&.�' � "I �,� I I I " - , '�,'�."' � - '..' " .-" 2 - 'W 2 , 1.111'1�--11-11- . . . . . 11 'I 0 - - - -- � �';:��+-�"w 11, �;:' , . - � -�" t. . 1-1 - ., 0 i -,- - �' -"�.�' wc� - � FWAT, I -1 ; 10 I 1/4. :� , Pe amm RX . - I j 1/4 - . I '/'-;��;: S�� 11 I -w. - I CONCRETE - - -- I . "�' � I � I # I C.� -- I-,-- - - - . - - -1 --I (SEE SC EDULE ON '� -- -- - - -- I I i : 10 P �- 11 ! lot f- . '.-� � I 1XV, � , - i � I : 11 : " - (A)-- It $1r. �'-. � 4 Fb � ". f 0, � , 1 ! v M,TA. ' � PA14EL LENGTH "� "' � 1 " , I 0 k ."'� '� - � -VSTIW '��' , - §j 1 -'s, I I M"ZIN ! f5rE SCHEDULE '.�"' � ILL u �"'�" - '.�' CI.Asir 01 ..U. �' �"' , , �' --' 4- 11 i q��"�'�,�'�'- i Mbft- 11 1 �01 � 1 - 01 FOR' =R�6 0 4 - "' 'A" , , I � SEPARATION A SCHEDULE rm g, i a�-o � ,,, , I 'L� f I I torsuit . - . -- � � " - 11 I I, I,,- - A,-. w. � I I ON SHEETS -�f - SCESITTEET 01. I : -W�-7SUIAITATIGN T GLASS� ( to _ I,-- - I ON 3) i 1.1-1.1=.-I K10 9PACEIRO WEDR 0 1 M-71=1141 . . I -4 JSEE SCHEDULD ON 1 - .' %� No T & M.' a, I IT - I .. -- I " t. - SHEET I ,'A I I - -- -- t --.- - - j., =,,'OWz-'�' I � PANELL LENGTH -- -- 3I1 'A' -, , , - -- !z *L m- I , I � (SEE I- . ��' , - 11 - 11 ; w SCHEDULE I W-Tt-' PANEL LENGTH I '�� , I --F- ' I SHEET 3) 1 -I.( wn: I I , (SEE SCHEDULE I I 11 - - - , ,- I w EIIISTI%� - � -] ON SHEET 3) I SEPARATION i . I =w-j -] I i I i --(,DI \" I To= - " IIrs I- � I � - - IE ', - � �-A ,,, '�- I'--- � I r I I-- -1 -1 - so% F-- 0 ON SHEV 3) i 0, 1. I I � .- �'�-� '1�'�.-'-""�� I -(j�' OF-L' . f�" , -1 . 1 [ I UAK , - " . , . I , , " MATTI, , v �--'::� '-"�l -.----,,,, � 01 i I ... I i - "'� "I I , I - 111,111' I .1-1--, : 4 � . I - � , Eb, �-' 0�"� I 9 ., : 5" It C4) - I L i -'�;, � I - . '�"` SPACER -L I -4 - -�'- Ep - OF "� --', IS X., � - -- ,�' taKi7ii )r 4 12 t/2' CLC� I "�'�";�'�'� I - J ;'? I : 1. I I MAX I � t- _' I, , . �'! "-��-; - I 9 0 III, ! I ' q 1 I te! ------- 1 I I 9 S'1651�- - I ,I � -'�% -- - vx+= I IQ �: ' - �� ; I7�- �'-.�'�0� . . . . . . . , EXISTING POURED 7""7�"�"t'-'��. CONCRETE ANCHORS " - "� CONCRETE ANCHORS �\�".'."- ,-�'-�-'1?3�11-�-�111 _ , "" 909M�gm (SEE SCHEDUI-- OW- 7, '.�'�',' 1. I I (SEE SCHEDULE ON - I 4 I -, '�,� -- , - - - - SHEETS 9 NqOUG. IV) ',� I,' SHEETS I CONCR �"'�'�:"'�, � � 9 THROUGH 0) 1� I EIE ", :� ' . - ',- . XGE OF WALL ON SLAB : (D9 2 1/3- LONG MAX AIJUVINUM , � ' '. R '. �'�'� , '� EQUTRED -,- _�� (ALT, CONDITION) - 'PAMS 0 6 1/4 O�r- VALID FOR '� 3/A' . � . � A E"STING POVRE a DES" LOADS No FARM I . �"-.,�" 0 CONCRETE '� , ,11 , EAWNG POURED CONCRETE � I ` 011E 8LO11 LENGTHS PER SHIEET 1 , 11 , � "' " OR C NC _,, CONCRETE ANCHORS ��" , 110.1911). OR CONCRETE EILOCX _ 1: � � 11 -4� 1, MAX, 0 C� IN 0 (SEE SOHMU ON " REOUNIED LONG ALUM LIM SPACERS - E U -� "I 12 1/1 TABLE ON SHEETS 9 I.-.. ,M � (SIX #1 SHEETS 9 & I 0I) CEILING AN WALL MOUM I WI�5EACERS &9RJU 11 UNTING UILDi8WTJNG Lmm S I "mmWIL I .I. SCALE 3/8.,- SCALE 3/B-t- i I "t"IM-11"A, I -A .... 4,' �.. r . . , . . - ... ... - FLORIDA BUILDING CODE (Non High VIDITicify Hurriacne Zone) ' * I"W20 I'LI'mo, IW(, f-k - - f ,- Q� 44167 1 ! 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN lin, =*, ' * E NQX FOR COMBINATION OE S'' a � - -0'. TAT" - I I vil"Ame E.D. EDGE DISTANCE s -'. STATE 0 - - 'rT - ED TOP & BOTTOM M 00", - " * * , � - M- GLOBAL PROTECTION PRODU , I I .1 Tim, (SEE SCH ULE ON I, ", ,. A� � - - -4- -- / ILFEC�O... � QKXT- I OUNTINGS CAN BE 'I %A;. - 'tno�.- nUIT TESTITHO * ,990g.rOITNO '3';�T*' . SHEETS 9 & 0) COMBINED IN ANY WAY TO SUIT ANY ,COfAWY $ -.1 AWTWW - .. am FL TITS 20- I ... 1 I INSTALLATION, I ; � STAN . .1-1 I- 00) .-An ma�- "IsTIP-TUS, FAX: (�)&%11797 - 1 . .. I 'Iffilthat 'rsvoitw/wc CA-QOOII�Ul *W-. I - I Am I - . I - . AALIVIX 11; w ''!, - , T- -I.. I . I - , .. � .'.�zikL----±i±:i!zz1 I I - ------ I - I -- INSTAUATI TORM PANEL INTO EXISTINQ WOOD STRQf,T!jRES -, � , � nz � , �--- �1�1i-1 ,,,A-. f'.4 wwos a I- Do, - - I � - 7 I .wi , I ,/2* .", N"Im �=H . � !--� '� '� - - '7-, A/4'0 T,�, SCREW 0 6' O-C Wj �� k - to EXISITINIG WOW , " =. 7w Wow ' - ' " 5 -� I 11 �' PEOQACD IT �AC SCREWS 0 61 Ox wil � Ye I . , I ---7- - 12 W, TTIREAVED FEW " " �� -, � I" OV . 7/4' 101� THIRCIOM PCNEITA.101 z i I C. ME , I -r Ij '.' I '- --� - I , EXISTNO Wow HEADER, ,---T-, TO EXZ'ft WOOD HEADM� ', - �� - - I 11-S..�� -1 , i 1, '�7� -- -�7' " 11 W--(4DC.'L , . I , , , ' A -- W, r-A. ENO 0�0 � , -, - I . � ., .1 � ` � 't � C I � V---@�- 11�1'5..S. , ;I , IT : g.: = 6 C-, Y"""�' , . I I I ill lor . ' I I " WWI.- .�- - � -!� �1 /I - 'i " I 1 4 . - - - 0 L If , '' I � ! TAIT 0 1, - , ;.d (D ' r- T!, /k 1) In � , � 11 , . � I � , . , : L( . IF I e � --� , " , I. -�I.'- LAC SuISAS a ` ox. W/ I k .44.1, S..S , . '� , I I ' - I , ! - �' , � , , , 'CA= PINCIPA1.0N I i .. EK v 0 f! - 11 THUM. , , F -, - - " T " T'� T'� I " I 7�' T T'�- , - --I- --- �""=2$�`ii'/'�" 'I/z I , . A I I , EXISI ; - jSEE DETAL 1,1 WITCO HILATICK I SEE I WING NUT �!�.3nv - ! �� I e " " -201RE 14A�� I OF vrRy ft'p.) "I � ' ' Ili" it '�- � I , . '. 'sES MAIL 1/2� A -1 � i 3/16' Av,, PTIP C-L f'-1, 1. 4 1 - I A myrk- �A.� �L - -'� 0 mpAvani OF . 0 ' , SM& � --, - , , �J- �1- i we- -- I f",,) I m,of 0 , I ,--I I5- to - I w 1 i C-I 1. I I - - - 11 (SEE aTA;L 112. A, -A I ' .! - I , I :-- 0, J-w A -I I it 7 I I � NOTE IA BELOW) --T- j - ""--,---- ---(-,) I WW4 14MER iffiTUMV0 I I � I - 'OU.. I I - 2 0/16- MIT, yA'.-"2T'hV' I � I SEPARATION - I - y".*2W/.'tf -, , - - 11- - I v - I S, W� 2s'sa"w, . � - ON : . 10 MASS, ve., n., 9, U." R, � �* I 11 I - I-,"/- ; ; "I'l-7 I TO CLAM � NO Nv� 0 I 'I 1 ", RLW 9 t .IN. - 043", OIT :; 1/8' wI,, I Z� 1-1�1 EvEw 0vT;XAP z " I -� -SEPAR�TKIN- � . - � 1 T/""2w - - I � - " To Mks. y4'020W.' �,� - I - �s 4 , /11' j III � � Z WUT* M., * T� I " - t - - --�-- - - 5 '�NRII"-;w � P. . - -ii - /,.'I I r-, 1-7=1 I VAR' OVERUIP � - I # � 4 i I � - "- f i I .- . - - 4' - - - - - � J- I i 11 i I - " d - , , � I I w I . i 19 t3"�' i It P I- 3 I . . - - -.... - I -1 : IR . I ! 0 "I I - " . I 'I- , '�'� -. I I I I 1 N - I I OR J i i - ! ' , , I - - ' - I * -1 -i 11 , 1 .. I --All- I-J_J- 1 I I -- i " i � 0 - � - - " � I --- I 1 3 I 4 i I , -" I A I � It 3 r I I ... 1 ga I ;" 32* 1 � I W;wzl , : 1 ii -- ii� [ I I I- - . WING - 2 I 11 L� kLj III 12' OC j il 1-. I I *,;, I --L� - - '. -] I ---------, -1 --\ i I'll - 1 1 ' I ' , - ' Sim - �� 1, (2'.3' - .� - � -- -- 8 ( - .. 1) I . 'K, --i -, - - -' _;'.� - '] � '�- ; 11 $ sr � , I �' " 1-.��y4� ms-y q�1*4.1*1"riklgv/ 0 6 ! `L�7-- 4 !, It , I I READED C-L - -1 -, EIL I- I w".'m'�";-.4 11�'i'i'�j - U, Alifg':�E 41 ', ", �': i� MOW) - PET`q/A"�11101 �'- Will Il 1/2* GC - - " :: ' --T- I grl ' " , ' ,�� 1. L Nor OR t/4',.-xw/4, - '\ /! / "� 41kn4* ;/4� SC e W , � � I § - ----- 4,' ='T�= , , NS ED 4g�.4K W, no, , - ' _7 , , ,,, 2 - � / A.7�4' TWITIVt' ', REQUIRM - � I I �� ' t j 15 -1* T�';7.,. � , 't , , I Smm 2000 OF �- _ - " t � f7 FIAT C' m , Ow , I , � 1 'A`#-xNj41w& W/ 7/8,4wiv -TO -ATE P �� sr"; �A BE") � 6 - ,!' �: -- , �. , 11, �� L.'�� I , F I � wiw NMI 12, OC, & prNEIPATICIN v ; � : ' IT. � I/,*- LAD SCREWS 0 S, OC' M�' %iwr , 1 � � 1/11 Uk� SCREW5 a " T 11 I ""E'DED nr/1 I�g�14' T/2- Win THREADED 11= W16 ��Z) 210- 1 1,12* I. I PEREIRA am 9 WOOD TE Rrovam - , I 1�11 - I 0 Iimww. Of P�vr IN FL41 ON ON EW ALT98MAILVE 2**W " \-t " I PLATE RECIARED , WgLL �tt SCALE ,/A--,- I : ; " -- , - MIT, r',;* 'L.' ", o" ON WOE f � Ima dulgi I I RATE KJOHO - I �-'- I , -1 11 'AIW�E 1N , F I pul -0 SCALE I/,-.-,- , I LQ ,g 140 TINQ � � MO TO CEILING MOUNIM �� I ' --' 17, Mn�� ., ALTERNATIVE 4"W T� #6TALLATON5 AM QNLI YAIJD FOR BUILDINGS WITH A,S D DESIGN ,�QADS � I MALLABON I VO TO +66.0, -75.3 psi AND PANELS LENGTH Up To 5'-'O" 6 f - , 1-' ---_--, I "Ov"I.H.11j, RNATIVE VW swx 1/4-.1- I :l� Wa ff- -'-ftb." 'xtl�� A Tit I 2- FOR NEW *DC0 FRAME CONSTRUCTION WOOD MEMBERS To HE SQU'�-"N . -.." ; "- % � � I /,.-,. - - 1-r , - j, � '/�; , , - 0 PINE N.- 2- W/ SPECIFIC MSM OF .55 OR EQUAL ,I - �i "W �' - , " , � , vm'�'i. - ", -, - ':�?' '� i� . I 'i I i� I 1111E 1A �� - J� i I *' , FLORIDA BUILDING CODE (High Veloctly Hurricane Zone) I NO. 4 1 . = - . - 1,` C = *: , '*z � 8�00 N I , . DANK, IN. &Sr m i'or STOP AT - d- = . = �= Tvm' - 20 GAGE GALVANIZED STEEL STORM PANEL AMX - � � %�MuKTT z ,ft. � '� - ". '��' - , TT or �_' - - "I � OF - I - I '� -- , STAT zz;l , i !�=5-----�3 �> GLOBAL PROTECTION PRODUCTS, LLC, - k.�3 _ , . 0� �.. - TAM, V � I L ECOmc 14 �' �71 �TiEml- , IF bQM-EM-QQMMbADWW-W=OBS AL11RHAM TOP HE - , 1D � �' NTW SIX 31 SORITT wEa lm-�"" :' �� A �� .'� �K' " Sx,' '�"-O;y - �11� g : TOP . BOTTOM mm*AWM Cm or COMITINCD ANY Z'!10 " ",!� T� , = WIL tv'ASS-74,41% F i.,'�..' 20-176 ',V,-,,, 10�' - - 1!v� -I'- - - WAY to 3w Ake INsiALLolow, III I $SIM 1/4' " . - / - - , . I- 'ITT -I'" P1. Sr.L"S*gm"'E �-IKTOFITP - - 1--i - I_ DRAWWO TOM � WALTM A' VIA ��' P " I -R'ii'E.=i SHUTITA T"Mm NOT 9 ,on Cillery T, ]E:4=1 - Em ---+- if�-�J- I I - . I - -1.4---- -- . �I&A I I PANELSn UNRES1111RAINIM WITH- MAM Lb OR It * MAXIMUM PANEL LENGTH L+- OR -L-" (ft.) 0 ��A�! WIXIMUM xr.0 DESIGN PRESSURE RAnta; (P-0 I. � -) CONCRETE & WOOD INSTALLATIONS t - L+ � , 2&V 12'-D'- 121-0. 25.0 12,-O* " , � 11--s- L'.'--i�- lo'-v- ----��O XLO � to'-jo' ?�� 40.0 1 IC' -I' 9'-41 *5.0- 9'-61 &'-9' 0 9--'. ----!!Tk W.0 -- - 8�7' -4�-4-7-- fi'-O' W-r -7-;;, - --�.D- W-01 Y� - - -&%G .: W'F- �74;L-T-i;:F Z!-O --- Sao --'-3' '- * --f--,Q* as,& -- - ?,-a- --!!�--" - 6,-S- -- i;ii.-a-, W-9- 6�;'- - - fF--O- --n-4-- Molo -±�-!Ii- Ell-s' 3'-TI1 'AS'O 6'� .- 5`-'. 11010 - - - - - 5�7* I t5a - � 5 .-S . TIR6 - 5�5' UOLE-ZARE614 aQ-wTm-1w&s-"-J0-"-m D,M0�(�), I MAXIMUM P (�j)� @ or (CA 'L+ OR -L-' (ft.) 0 MAXIMUM AS4. DESIGN PRESSURE AAPw K�-,-) (4 - -) CONCRETE & WOOD #wAo,xnoNS t - L;qF - I L- �0- 74--4- U.-o- ---� .915.0 ?21-101 1 1'-L- ma I t,-,q* W'-7- -- -".a -1 - IGI-10* a'-R^ 4&o 9 .-6. 91-2* 45-0 - jr-l- 6.-7- --- - --- 8;-2- -i� -2-- 5170 -- $50 8'-J' 71-91 wo --i-`O:�- 7-5- ... 136�0 7,-el -- 7'-2' jia -7�-� a.-ri. , 2--2- 07:i7- -----L40 ,Sao -- 7o�'- 6--S- - 4Wv- -7-o- --'F:2F-- - ew 6.-r --:�v -- fr_'�-- ,- 7---i"O': --!�O 'Gwo - -;7- S- s�--;;: -- �L- 146a - 51-j'" S1F1 TIOX - - 1. 11-1. --- - - 4,-Iol ----211 -0 - 119s - - - 4--e I MINIMUM SEPAPATIDN TO GLASS !!tEDULE _ KAXIMUM PANEL LEWN WIND SPEED 4 170 1-h 1 -W-O SPEED � 17D -1-h - (in) UNRESTRAINED ges��o � UNRESTRAINED R�ESMN 30 OR LESS a. 5 1/4- I '3310 90 - I. I I, 7 1/27 7 1/7- 1.1010 145 1 1 1/1- 7 1/2- 1 �145 TO Iftj - - 7 1/2- 1 UINHALINI PANEL LFNOT14 hnl FOR A GIVEN MOUNTING CONDITION 11 1111 - -- -- . --7T`S-x'.v1' OLNUT-CU, v- lRACv. SLITILD-ou, .1. TOP 1-01 "I' U` STUD "I ANxx TRACK -- .-,I, m UADER ANGLE TPA4K W Ir BOTTOM 6.-- M. C, As ----------- - DIRECT MOUNT A.. - - 37 -- iiw -i2 w - ---i27- �0- -- 1. - - -:�;; 4 1A*X1�5* STUD ANGLE - , - 32- 7- 38- n3 -r- TF" 55' 1 32' 32* 1 42' 67' - 60" SO. g =. .- TRACK ANGLE 50. 1 32- 1 32- 1 50' 60" - W '. E - � 1 52' 1 32* _ 1 38- I 60' 1 56" 1 W I -- +2/4 b . MAX ANCHORS (SEE SCHEDULE ON ___________ ___ -� - - " ... --- SHEETS 9, 'O ITITI) ' MIN, �- - -- cI a I 0 � ,I 1-:= - T-1- I- 1--l--I--'-r-'1---1-f--f--r , � I I 1/4, 3/4, 4/5, 5/5 & 6/5 IW/6, 2W/6, 3101/7 & 4W/7 - 7 - I- -r- 7 - 7 -r- -r'-f i I I I I I ! i I � t I 1 1 1 1 i i i 1 i -1 ' " .11 -- L111-1 , �' I , � ----.,-""�11--,-+-I,.-,�--,T--I 111-11 - I 8 ; . I R j � I i ! i i I J�A-, ; � 1 - 1-1 I - - 6, 4 - I -- L---- t i . �' - -I BOLTED PANELS W1 1/40-20W : . 1 1 j(SEE SECTIONS AS 1 APPU 1 1 1 CABLE) 1 1 1 - . ] I � � � 1 ! 1 . 1 1 I 1 I i I I ! I I r(S4 ....q; .-/ "O'...-F-1- 4 I - � I . I 1 � 1 _ 1 - 2 1 ! I 1 � . � - - . I ; I i I I I _ F I I . I I I I . I I I 1 1 I ! I I ' . I 1 -j I �, I - ` - I I - 1 I i � � I ! � i I I 1 i - � I i ; i I... ' ' ' ' 1 , 1 V - I , t - � ; ; I 1 � I I i I . , � f ! 1 1 I I I I I 1 . 1 Z� - , 1 I i I � I "I i I i i ' 8 2 1 1 1 i 1 i, 1 Y I 1 1 1 1 1: ! I I I I I 1 I I I I i I I I i , 1 ' i I I I t 1 D.m.'(�). 0, - - - - . " , '' � - - , -, 1 -j.- i - �11- j - 1, , I I- , , - �.,"L - I - - -!'w' i t , -L.�j 'TOT '� 4� 1*1 I *I �jk a I I * -, --J UorU4 '. MAX 1-� ! ' - - � 3- MAX MIN 1 2/4 1/4, 3/4, 4/5, 5/6 & 6 " "' � 1*1W/6. 2W/6, 3W/7 & 4W/7 L' - - -mCko" (SEE B"wULr ON SHEETS 0, to wl�� .- - � -1 9LEVATION T Z607, N,T.S. le M.. GAP ,f-- Am (Mlk OVERLAP -1 WHOLE WAtO � I I 1�4' \T-/ 1 :7----7= \--/ �� . ...... 11;;��m , . GAP I -- -Cl) -1TV, I N.T.S. � NOmS" D(l) L*� MAXIMUM AULftASUE PANEL LENGTH MR A ON" POSITIVE AS,D- DESIGN LOAD. ,L-: MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEW. AS.0 DESIGN LOAD, � Ot) PROCEDURE TO DETERMINE M"wif PANEL LIDNOTHP CIVEN A POSITIVE XSm. DESIGN LOAD, DETERMINE MAITITAN PANEL LENGTH 'L+* FROM SCHEDULE GAIN A NEGAIPA AS.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL L04M 'L-* FROM SCHEDUIX. FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO 'THE WAQM DETERMINED PRA& L04M BETWEEN 'L.* AND 'L-'� (3) SFE SCHEDULE BELOW FOR WK PANEL LENGTH FOR POROSITY OUAUFCXnDN, t LAT04 04TO WOOD ARE UMITM TO . 95 A..t MAX XlLtL DESIGN P _ ____ ____ .. 0, It & I I FOR MAX IUS,D MIGHT LOAM A, VAT. PANEL LENONS FOR I I . tH SPACER 9' ;Z 19 ISM. r ��-`- ,C- - -- %, FLORIDA BUILDING CODE (Non Htgh Velocity Hurri-one Zone) I � ' -- �. ,44167 '. -- * � z OXON) Pout, 041 I - 24 GAGE GALVANIZED STEEL STORM PANEL - -- - - -- ,. F.P. OWN w . � * : !6% 19 " I �Tk OF =S;_��t� - f" - ' 11LIFECOTTim. 4 GLOBAL PROTECT ION PRODUCTS, LLC. - 07/Wma VATE. � . "� . - GRIDIL .- 'k -k" TYLUT - ASNI ". 51 STREET Don. rL =I- - �. I - �'- -iW'.1�1'01""'-�� ;; AWA - --- C,-OM749 � (10A)SIN-7.45, FAX, (�)!&%� 20-175 O`WNANG Ift. "'i - I I . - _,_ - . I - - , Ft 111111 41hAT1WAL,-iVWE/DA- P-E. *= Ij 21�1 I vart 3 a, 's - - I -- - - ---- ----- INSTALLABON DETAILS FOR REGULAR PANEL 1 INTO WOOD STRUg-JURES o �- - .1, 7 11 - - -''r,'-- -, "/��--7 " �-_' ----I--- --- I— -"'1.--'1 I -- - - I I- 11---- -1 I I � ; i � �' ` , . � �!l :1 I �' " , ��--= A � � I - I SEPARATION --k ) " -- WOOD ANCHORS � , I I T i�l 1. � ... - t-- - " L, - I "t �' (SEE'.. ---- I 1, i ,. -, --, � ,- I (SEE SCHEDULE ON , . U� - 1/.�1�11 I � , �i ,. -- � - '�� i�II I ON SHEET U) � i/ - 'US WIT, 33"S I silm I I) - I � � � � I � -� - - - ,I � I , - 0.� I - iSIA � .� : 'e 4 1/� 1L-----. , I - �� L, 1 ,-�t �i � .1 11"7- , - .� � � I I 1� I " - =1111 n � I � I'll I I .1 , ; � I , . -- - 1-i - I I I I . � �" - � I l'i �r -6 I _1 'L, Mo. I � -, _ i ---------I PANEL LENGTH ' I I I � -- WOOD HEADER � - � �e 02 WOOD ANCHORS ---'- � �'- � ��i i i I � tc-� I (Sm SCHEDULE 1�1 . I -- ---�-" "I REQUIRED �, I 1 , �; � � � I (SEE SCHEDULE - . I . L I -, I qil � I,-'1--- - - -1 --- DIN SHEET 11. FOR , 1/4' . I r- -1 I SHEET 1 1) .- 1; " x qm�010131TI O' 7:r q I 50% 'SPACE,, V A 4 =10ft IeP -L� - WM= O' �--- I --'�LLI * k _ SPACER I - I I , �� OF IL " n , � -- --r -- " , : -� F . I -ill AT"- � , I I .1 , 1i .. WOOD HEADER , ' � I '� - i . I '� I I f - , -� - � . I I,- -- -",- - -, A - to , Z* �T' ' I : I / . I REQUIRED ', r qi : I I � - � I I . .111. 1, , I "'14i, I �I � ---- , 1 - " I �"' : � I ', ff �1 I i .. �! , i I � ED? ; �� I I I i ; . Cl) I ,' �� I I t I ' �' I .. I- I . V le --' '�' ; - i I 1 ------ 111 j I ... i I ", � I 1 � 11 --@I* MAX. LONG ALUMINUM SPACERS 0 12 1/2' t ; " � �� !� � 4 - I O�C. (SEE TAS ON SHEET 11.) � i 4 " � � , � " I q I -1- win. i , I SEE NOTE - " MR L1141TATIONS FOR - --f 3u I I k �L. I'w ' , I I I ;H ; , 4 i �j , � � I f A 112. Low Mxevm. IT SEPARATION I 'v mw ! " L i 9 - ,�' ), ill � - To CLASS. - I RANEL LENGTH IIANIL LENGTH ,4 ' f 1 �' I � 7 I ��j I I - I (SEE saimukE , I , � , 11 - x I I I � I -L ALATt I I . 1 (SEE SCHEDULE I (%" SCHEDULE I -T "I , � R ON SHEET 3) OR im 3) t 1- ON SHEE 3) � � �� , -PANEL,MATE FEMALE JO 0 FANS S, � 1 -,-,-:. - I I -�V"' - � I I .1 , PLUS SEE SCHEDULE ON SHEET I 1) I 11" - � , I -- '� I 'ta� �. YP . - � I I - - i tiv 10 � MI.- I , j � I � I - L2 , I SEPARATION 1 2',4' W600 ---J I IT v- " " =.:`�-') ET(i5nNiq 4 TO - I - i �'- .-- . I I - GIASS (SEE =- I PLA - REQUIRED THP -1. p I T I I I I � F ON SHM 'I) 1 : D1 ffm MOUNT W� A �TrrI 'K'la 1, * I p - - .W-- I VI = ,V---I � I --vI = -, � ALTERHATI E 1- � - - � I - SCALE 318.1 1 -11*1 1 1 -1 �� - 1 i 1 I -I �F t SEE TABLE & ON SHW I I FOR MAX. PANEL LEMONS & 11 ; I -90% i I '.� . - - . - I 0 12 1/2" OX, - MAX, I I - or ,ILI I ED :.� -- �� '! I .0 DESIGN LOADS FOR THIS INSTALLATION, I - I ! - - 4� MUT. � I 11 - - I - qw- ; I � I ; -� - � I I - - ��--L-i , - f "-� i 3 4 � a 12 1/2- Ole I , I I - , ; I , , , r - " - ; I i I �'� la - . I - 11 .� 1 L I ij � � ED , , - , � � 0 � , � : � "I - " I -- WOOD ANCHORS 1 ** Nm I �-- 7� - ' - - !��A'- - , � , I , i � STAGGERED W/ STUD I � I ------r --- 1' I � � i 'i - Low m I r : " ; � i � I gwo " MAY K I f/2 - ED - ;�A4 - " (SEE SCHEDULE 014 �! t ] � '� , : �� SHEET I 1) I (1) IRSTALUTPON IS UMM To A DIC STORY RAUANGS WITH 15'-O� �� ----7 1 � 11 " ��'; _ - *wm ; VAX MOW TIM 140OW ONO IS A RISMM04 " ANY I 2-W 'AMD , , �!: �- U't �' I ", I i I PLATE RWURff �' � I � ,� , j! � , �� SPLOAK HOTA# CLATITIOMY MINCA110I ON SHWI` 11). I i I i. I— - WOOD ANCHORS I WIN. SOVIRATION To GLASS INOCATMO i �:."�j -�, I f' - WOOD I j j;, 1 4 , �'94 W ANCHOOM 094 NOU 11� I �' sirnmm /, STUD ; (PARM M 09 I SHEST 3 K AMUCIR) To I 1� 1, � � , AAWWTITFINIALE . , Cm4L 04 /4. AS I _ ' . _ , LATE REQUIRED 8=M I i I i 1 (E LONa AS 7K 'MCIAOINAG CONOMM AM '�'-" - j ,J PANIL *Kn Fun SN � C- I I : , . � I I I � SI monAm WITH, Omm IS A Warmom" /2' ", swAix X;W% am 1 ' FROM '2 I . � , I ; I SHM A', �'� ' � � � ! . � I (1) we" A!"ev"T'S"N' I ' I AT." IS f3j VAK4 24 SAM PAND, L04M 95 LIMITED TO M' AT MY OPENING I I I . -1 I r I � 7 I 11., I I I FROM 4 041S IS A 41COMOTtOW LARGER PANEL UM" 44AWM ON �'. -- - I �' � I - � I I (2) rmaw SITNTIA PAN" LWOERITIT iS I � � � NQ I DIRE91 MOU I SOMDULL %mu'l). i (4)1 t/2. LONG SPAM COMPON011 JISTA SHALL N AS INDICTMID ON I WALL MOUNnNG 1 43) smw PANEL. ommAugm IS I ! a", I My 3/8. I" I SHED Z� INSTALLATION or 1. I/r LONG SPAM SA ITS Mo AN 0:16TINOT WOW FITAME "LL I WILV PAT WIND r0NCS 1. AND 3 AS OTEFORRED W ASTRA � ALTERNATtVE I w J i E-HISTS STANCATo MO Ile 2M (7t, EITITION) OF THE FLOINA ; SCALE 3/8-l' 1 (A) INSTALLATION WILITT OMT MR WIND I ! VA&M CODE- i i zoin 1. 2 & I PC. AM I i HNAOs� I 0,10000M% ! ! I I - . . 'II�1� A .iI4 --.'-.- --- , .' .". .' �f' z -.. . FLORIDA WILDING CODE (Man tUh V41*21 . �! . 1 .2 Hurricane Zone) . J� INSTALLATION ARE 014LY VALID FOR MO. KSO. s . No. 44167 ", � omm TLT-10. INC, F.P., * * = 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.TT.f) AND PANEL LENGTHS - � : = OkAWN = " * ----- TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = - . * E --- "E 7$-. STATE 0 - � ' . GLOBAL PROTECTION PRODUCTS, LM wA71"m COM&NED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -) /TIL �s�' INSTALLATION, �= -- ME C -0., - - \ DATE, �-- wwr Turn" 4 ENO 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD �sf�-" .'f�QRIO;--;' I, � S.W. a sn"an' '. WE n- L 1 r�-2'w - - - .. - 'Wim oompr S"' '. 20 .� a ."-% FiUiTiE: "Alm-lml F 1.)6W,ffNI7 -175 -N.' = MEWERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Nolyi&iCi'70-4� -""`01-1� , , I . DENSITY OF 0,55 OR EIDUAL ""`4NfW00Wi1KT-TUft/OATE CA-Powris Wi-I i.A.-- I - - - 01MANAL ft I "All", "in, 111.101V- ""'I "'"" I . --- - . 0"" sam'O a, IiF I I I--- - -- --] I QERMAL-N= OR FTEBT"A I FF W= � (C) M-iXI,SldL�MO-MR�IPS,�f�D:..A,-t-a.%'L-"�- I . STORM PANEL SHOWN ON THIS PRODUCT OVAILUADON DOCUMENT (P E D�) TVIS BEEN VEMFTFD FOR COMPLIANCE IN ACCORDANCE - 1/1-0 TAKON ANCHORS, A!, MA14UFAOURED BY 'T.Wr BUILDEX, INC: . WITH T14E Z020 (7th EDITION) Or THE PitRIDA SUIUMING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT 14IC14 - #14-10 PANELMATE FEMALE ID AND PANEIMATE PLUS ANCHORS, AS MANUFACTURED W ELCO CONSTRUCTION PRODUCTS.. �� VELOCITY HURRICANE ZONES (MANIT-43AM / SIMARD COUNTIES). - 1�4'. LAG SCREWS PER NDS DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTION 1609 Or THE ABOVE MENMONED CMDE, POT A BA -SAC WIND - 7 WO . 5/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW� 8CILT III 5PECOLTY CO. SPEED AS REQUIRED BY THE JVR=W�ON WHERE STORM PAWL WILL BE INSTAI'Lm, AND FOR A DIRECTONALITY FACTOR KO�O�85. USING ASCE 7-16 AND SHALL NO EXCEED NE MAXIMUM (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED TENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2" AND 2' FOR FLED PANELM&lf PLUS 3, 9 'HRfj 12 & 17, 18. AND PANELMNALE FEMALE it IN TAGER TO VESTRY THE ABOVE =NOMON, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A. S.D. DESIGN PRESSURE fbO FING BY MULTI.PLYING THEM fry Ot IN ORDER TO CaMPARe NM W1 MAX (A.S Dj C23 M"MUM THREADED POTIL7RATION OF tAL SCREW, INTO THE WOW FRAME UNIT SHAU BE I 1/2- NO THREADED DESIGN PRESSURE RATINGS MDIWW ON SHEETS ,�, 1 2 & 17. HI PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION I--, IN ORDER TO VERIFY THAI ANCHORS ON THIS P.E.D, AS -TESTED WERE NOT OVER STRESSED, A 331 INCREASE IN AL�DWTAIJLE CV1. SIRM FOR VANO LOADS WAS Wn VOW it, THEIR ANALTStS+ FASTENERS SPACING TO WOOD HAS KEN DETERMINED IN C 1) WNINUM EDGE DISTANCE OF LAC SCFEWS, INTO WOOD SHALL BE AS INDICATED IN N' DRAWING CNI ACCORDANCE WITH N.D.S+ zoib IJSEL = STORM PANEL'S ADL00ACt FOR IMPACT " WIND RESISTANCE HAS BEEN VERIFIED TAT ACCOROANCf *FIN SECTION Ifiog.1.2 OF C.4) MINIMUM PENETRATION Cl� WOOD BUSHING SHALL BE 5/6� 1/4' 0-70 SCREWS SHAII BE 1 1/2* LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERMAN TEST LAS O� SOUTH FLORIDA REPORTS fMI4DI-OI AND #021S.02-09. AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WIN NO STUCCO G%.i I PER S5TD I2-99 & ASTM C 3M-02 STANDA"IL AND AMERMAN TEVNG LXS SOUTH FLORIOA RTEPOFU #1123,01-10 AS PLR CILS, SFUCCO OR WOW OW05 BE FOLI I" T 0 AS PER CALCOLATIONS PERFORMED IN ACCORDANCE W r T CS) IN CASr THAT PRECAST 5FICHIC, OR PRECAST CONCRETE PANE NO ON C EXISTING 11%ft fAS-201 Mo TAS-20 PROTOCOLS, AN I smiot4 1504 0 HE FLORICA BUILDING CODE WALL, ANCHORS SHALL BE LM ENOUGH TO REACH THE MAIN SIRUCILRE BEHR40 SUCH PANELS� A"CHDRAGE SHALL BE #a MENTIONED IN C 1)� C 2) AT C�4) �' qpWWW 2. ALL AIUMMUM 001RUSIONS 10 BE 6Db3-75 ALLDY AND TEMPrR (UNLESS OTHrimisr" Nomo)� sm S,Krr 2 (D) ANCHORS 514ALL BE INSTALLED tOUDININO ALT, OF THE REfOMMEMPARONS AND SPECIFICATIONS Of TK. MCHOR'S MMUFACTURI�- 5, ALL ALUMINUM SHEET METAL USED AT CIOSVIRES SHALL NAVE 3105-HI4 ALLOY. a PANELS PAY ALSO BE TdTXLE4 HORIZONTALLY FOUCIVANG INSTALLATION DETAILS SHOWN CIA SECTION I T14ROUG14 0 (SHEETS 4 C.) 4. ALI SMEL SHEET METAL PANELS SHA11 HAVE STRUCTURk QUALITY STEEL, ASTM 4-0" GRADE 80 MfNIMUINL C-60 GALVANIZED THROUGH 5) EXCEPT THAT HWERSIO &13 SHALL NOT BE USED CD STEEL UESTOW71014 W/FY. 12 2 W. (AFTM ROLLED), 9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or ME STRUCTURE WHERE SHUTTER IS 70 DE C I CARBON SMEL AS ATTACHED TO INSURE PROPER AK'HOPAGE, THIS SHUMIT SR41L 09LY Of ATTACHED TO CONCRETE BLOCK OR WOW FRAME 5 ALL SCREW � 10 BE STAINLESS STEEL -104 UP 316 MST SERIES OR CORROSION RESISTANT COATED 3 PER DIN BUILDINGS . We s 50018 W1 50 $,,i YIELD STRENGTH AND SO "T TENSILE STRENGTH AND SHALL COMPLY */ I'LORLDA BUILDING COV- SECTION 2411,3J.4 10 EACH REGULAR STORM PANCI W" LENGTHS OVER 90� AS PER SECTIONS 1, 2, 4. 5. 6 AND ALTERNATIVES IW' 3W & 4W < It SHEETS 4, 5. 6 & I RESPECTNTLY; SHALL HAVE A Lr6im AND READILY vr FILE MARKING ,w.7RiMTmG OWNER OR Tvvm .- E ffoij�S To BE ASIM A-307 GALVANIZED blT�J- .09 AM -10. SERIES S7AJN=S StEFL, WITH bO k,, NIMMLIN VIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURR;CANE WARNING 11 7, ANM40RS TO WALL SHALL RE AS FGUQW%. I I THE INSTALLATION CONTRACTOR IS TO GUILJCAUL�g ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN COAMNUOUS CONTAL > � THE BUILDING TO PRMNT VITIND/RAIN INTRUSION (4) TICLUmp�mquL�MVIV-T _ - 1/4 0 TAPCONI ANCHORS AS MA,NUFALtURW BY IJ.W BUT DEX. INC �Min� I'c-3192 p-0 '2 SrUPJ4 PANEL INVAL1,TITION SKkL COMPLY WITH SPECS "")CATEO IN THIS DRAWING PLUS AN�r BUILDING AND JONN(� �Gu ' - ED TO. �/4' O,k 718'SCALV.-'.N TIN, AS MANUFACTURED BY DEWALI INC - /4-. 3, ; DISTRIBUTED BY ALI POINT SCRFW, 60TILl" & SPECIALTY CO � ,.I_ P-300C P..�O 13 (.) THIS PRODUCT CIIAL.LTAMOTT =UMENT (PE D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES Na, PROVO I - ��4. I -1 FEMALE To & PANU.MAIT PAIS ANCHORS. AS MANUFACTURED TIT EICO CONSTRUCTION PROCUCTS� FOR A SITE 5PECIFIC PROJEC, I,c WHERE THE SITE CONDITIONS DEVIATE FROM THE PEP - 1/4-0 ZAAAC "LIN ANCHORS, AS MANUFACTURED By DEWALT, INC. �h) CONTRACTOR TO K RESPONSIBLE IN THE SELECTION, PURCHASE AND INSTALLATION INCLL,DiNG LIFE SkrM OF THIS PRODUCT > A 1) VINIMUM EMBEDMENT OF TAPWN ANCHORS W- POURED CONCRETE SHALL Of 1 3/0� 2' FOR Moo PANUMATE AND BASED ON THIS PZD, PACMDED HE/SHE DOES NOT GEMATE FROM THE CONDITIONS V1-7AJk,CD ON MIS [XIMMENT CONSTRUCTION SAFETY AT SITE IS iTRE CONIRAGrOR'S FtESIPCINSISILIty 1 3/4- FOR ZAMAC NAILIN ANCHORS, "',.,.W.W., (c) THIS momnc* EvAumnm oocumTEW WILL BE 0ONSx)ERIED "MLAD IF MODIFIED, A.2) CALK -IN & SOUD-SE'l ANCHORS SHALL BE WREOM 7/8' INTO THE POORED CQNCFWFF- AID EATKOMCHT INTO STUCCO SHALL BE PERMITTED. 1,F4' 010 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM IRIGULP STUCCO EXIST, �d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHRIFICT WHICH WUL RFPOMF THE AND I" MINIMUM FOR WALLS WITH 1,40 STUCCO, AND MAY RE HEADED SCAF OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD �ECA,) FOR THE PRCU�Ct AMC, WHO WILL BE RESPONSIBLE FOR THE PUT *Mi WING NUTS PROPER USE Of UfF PEX ENGINEER OF RECORD. ACTING AS O� M�EGAIIED CHOINEM TO THE P.Z.D ENGINEER, SHALL SUBMIT 10 THIS LATTER THE SITE SPECIFIC ORAWINCS FOR RFVICW, A�3) IN CASE THAT PRECAST STONTE� PRECAST CONCRETE PANEILS, PAVERS, STUCCO CR WOOD BOARDS BE FOUND ON THE EX'.S1*G WALL OR FLOOR� ANCHOP4 SPALL BE LONG CROJUT4 to REACH THE MAIN StRuCTURE BEHIND SUCH PANELS (.) THIS P,E,D. SHAILL SrAlk TH. DATE AND ORIGINAL SEAL AND S)�NATURE OF THE PROFESSIONAL ANCHORAGE SHALL W AS MENTIONED IN AT) AND IN A.2)� ENGINEER OF RECORD THAT PREPARED IT (0) 1D-9xw1ta&Q0E1L-1%�W � I I&. SHUTItR MANUFACT1,TRIER'S LA5EL %0" RE LOCATIEZ ON A READILY VS!BU LOCATION AT 57ORM -A - 0 BY I I W 8UILDEX, INC. PANEL SH117ER IN ACCORDANCE WITH SECTION 1709B.2 OF FLORIDA BUILDING CODC. ONE LABEL ;/4' 0 TAPrON ANCHORS AS MANUFACTUK SHALL BE PLACED FOR MRY OPENING LABEVNI TO COMPLY WTTH SECTION 17OSS1 OF THE - 14* 0 x 7/8' CALS-in ANCHORS, AS MMUFACrURM BY DEWALT, INC, FLORIDA BUILDING CODE. - 1/4-0 X 3/4- SOLID -SET ANCH,OqS, AS DISTRIBUTM BY ALL POINT UAIEW. BOLT & SPEC14:r- CO - #14- 10 PANELMATE rDAALE To AMD PANELWATE PLUS ANCHORS, AS MANUFACTURED BY ELCO COK;MOCTION P llillis"4 TkII", I - 1/4' . ZWAC NATUN ANCHORS. AS &AMUFACTURED Bi DEWALT, fNCL . A -��sl �;' Tli. 14, KIN";", Z71& .') MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC kATUF; ANCHOR. INTO THE )�-' '�'-Elq' --.-'IsAs e-'- '-' -1 FLORIDA BUILDING CODE (Non High Velocity Hu ?cane Zone)l 'o I *-' BLOCK UNIT SHALL Or 1 1/4- . . - . - �' z . ' I , = ' ". ..� . WIT: -�j 24 GAGE GAIVANIZED STEEL STORM PANEL ,,,Ar.A.W, ur) Z , IT 44 0.2) CALN-IN & $0 -SET ANCHORS SHALL BE EMBEDDED 7/11- INTO 711C CONCRIFIt GILOCR UNa. FIG - W . = I - - V-�M * - - STUCCO SK41 CRUTTED 1/4' 0-20 SCREWS USED SHALL BE t 1/2' LIGHT; MINIMUM S�OviLn, IST, <1 \ - P 4 �- ,r'�; AND I' MINIMUM FOR �- /� STUCCO. ',, "" I �LE �Otoo F67. WATUSS WIN No F . GLOBAL PwEcrm PRODUCTS, Lm V:�', STATE F p * z I C c !!- , ..0 _ ,Iw C. �' 511WIT 0.3) IN CASE THAT PRECAST STONE, OR PAv.CA,-, CONCREIT PANELS. STUCCO OR - BE FOU.-MV"gi% -� 0 .1-"R . -: , TIVUT Rn"'N"T" IT, IRIGINUMO COMPALKY ONAL H, =I. WOOD '� , _ AT ONO ENOUGH TO REACH THE MA,IN STRJJCIUW- BEHIND SUCII, P.- .' st .. , - - .. , NC WALL, ANCHORS SHALL BE I, N ..... ." . � " �" - - 'AtZ -tz-'.- �. tv�Tlwv�k I., f,W)MITT-7 20-175 "'ST, '� 'y .; '.�6 �� - - I ANCHORAGE SHALL W AS MENTIONED IN & 1) AND IN B 2) vtoi,�, A L TI _ - * - - � ". -I)(XXT1 . � � � �� L-� �� . ,101 , .. ; w vul I a 14 MIT 10 "T" A "IL" a.. �z � �� iuk 4 gj'v 29 � 11 - I INSTALLATION DETAILS FOR REGULAR EANEL INTO POURED CQNCRETE OR CONCRETE 8LQ9K 5-T-RUC-IVRES , POURM CONCRETE - -g STING POURED CONCDC , -QxCtPNG �: OR CONCRETE BLOCk � CONCRETE BLOCK I PEWI40 ft REQUIRED, CONCRETE ANC+OTS �,-, CONCRETE ANCHORS , .1- ` - - - � , (SEE WKWUL ON '-.'?-� (SEE SCHEDULE ON I , "" EXISTING POURED THROUGH .. II I -In ,.I SHEM 0 .�. L 20 ORO 10) " CONC:W -4) I �' CONIC t ------- ... v , 8, q� L 0' f- - . I I -" REQUIRE-. � � 0/41 i 1/4' ,-, -- .. �'= w 4 � ,,, , WIT,—— � - � - - - I -M-mt' ' - - CONCRETE ANCHORS 'A' i - 111 . .... .... - �Lf" � � ,I I � �' , ; y I (SEE SCHEDULE ON � I � I -- --- ib)- I SHEETS 9 THROUGH ILD �- ! I -�' I ".' I I I I .' , , . , .. , ��; , ; % , � I - . I E f �' , I , '", ` , """ I-— I " � , � - " - ,�' , :��'�',"'-'�I�"�,�'�' , - , I i I ,", -�" " I I ., - ' �� I I , , " - � . I I'll , , , , - , . '. �; 'z ... � : -(D � , : '10 , . f- ' �,- , � .� "I "". � I I C, j . I �: - i 11 t A � . . ! I � I 11 � - ------ 'NT" -1, - . . . . . . L-- � IL --- - 4� = - - -- -I . SOILS TV 11 I f- - -- -- W -- �- - -: n to "I �� ! I I SEP'IRATTDH - !� IT SEPARATION ' - A. �'. , ; , I , -d I To GLASS � , TO GLASS 1), :1, k I ; .- - A I rl-Tri i I (SEE SCHEDULE ILI MI- , (SEE SCRE;�ILE I , ( I I I =1-1.4 I I I 'I ON SHIES S) : I ON SHEET 3) PANEL LENGTH 11 I k I (SEE SCHFDUUE a I �- I 'L* M TO U74GTH ; ; ON SHEET 3) 11 I GLASS I If PANEL I i PANEL LENGTH --I (SEE SCHEDULE CONCRETE ANCHORS I- � -,,;.- L - -, . a � � I (SEE SCHEDULE *1 - - i I , - -- � : 0 - " - (SEE SCIPIEWLE I ON SHLJET 3) , - T A, ON SHEET 3) -- L --- -1 ON SKM 3) ' C L�",-.'I'�'�,,�"�',,I,"."," "I �� _ H LE I I IT I �'I`--- - - - " -,,--- SHEETS 2 THROUGH IDS i I , . I - -C1 I 4 I 11 I I "' i 5OX =191 I ,cv, � I OF 'L I � I I ; , � MAX 11 I I ��""'-k"�'�'Z�';T"4'��k -�','.�"� =`NG-1, , g ," . , � I 1 5" [ , . �� -': �r- - I � , � - - "D CP - - -v:-!"&-' ,��/' -' I Of IV " - Cl) '� ; �� .1- � I I �'��'V�'- I 1, .. , L 3,; � , W " - MAX I . a ,/A- .C- """'.""".'.""!�" -, i i ", , �' - I ", , I-, .�"'�-: 1 , � - I I " i I % � �0-"�' 5 ) , , , to � " i I I—, . ' '' � . . ..... e j : I i I � � ED " V 1 ' ' I .��`-"' 1 I I 11 I : ' � 4 ,- � �', �-�;,'-'-�'�'�' I T1111111"""' , � I a IF - ---a'--- -'- t I ,: I - - ,,,, 77 �2 , "'�' . I , � �' � i - f IN* 1 I i�'�'��'�' - ��,-�'g; I - � I ?" ' �' " "I'Sn"' POUNN' "-'�'�' � T " ; - - I CC I � I ;."""�" ..-I. - lq-� ' ,,* AS APPUtABLQ� � `� . I , ', HOT ....., ..N, CONCRETE BLOOK �� CONCRETE ANCHORS - , �, '��w'� - OR i - - � � - � " ft.ho TO, REQUIRM. f � I (sa Sc LILT: ON � I I _A .. .... .. � J ��;4', 4- ��I' I'LL .". MH HIED 'l,, W/ , ' , III '/2- .0 �' 1� I . . - - - ----.I - - -,-- SHEM 9 THROUGH Io3 � I n ' � - � �` 3;1�" I � - � . "' I mi, , - , �.'% - I' */ (D ONLY WHEN SOLID ,� -- --ALTIOINATE . . . `ql� SET IT, CALK -IN ANCHORS - "' M, LEG LOCATION EXISTING POURED CONCRETE � (�) ,,, �' ARE USED ITT W/ <[�� WHEN -OR CONCRETE 51-OCK ALTERNATE COKRETL [ PANELMATES ANCHORS --DUST HORS . AT'S REQUIRED, CONCRETE AMC USED. - SLXCArm OR 1�� "lion REOUTIRED, STAGGERED W/ STUD - (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) I SHEETS 9 THROUGH 10) I =1D=QQMAQ=IN1C1 WALL MOUNTING WALL WOUN -MOM =n _L W2 D4 -MIEU ISCALE 3/ff.1- W%'; SCALE 3/8-1* .. .... ti.H 11"N"T4 .: - ' .. . , '� .' �'� *-. .." - FLORIDA BUILDING CODE (Non HIgh Velocity Hu loona Zone) &I ", ----- - , w%m--p.' ,- � -- 0� 1 ... S tSow voiim AT, 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN W. : . = = :*= -- 07/w/mTO wmsm-a0msmmm--9�-. I I ED, - EDGE DISTANCE � "C'. 1 -- , ILIEC GLOBAL PROTECTION PRODUCTS, LIC. ,P,E STA 0 .- (SEE SCHEDULE ON TOP & OOTTOM MOUNTINGS DAN BE _ � ---- '- mm S.W. I, SnEr, SHEETS 9 A: I 0) CUM91NFD IN ANY WAY TO SUIT ANY % ";�?'," 'CORIOP' - . T TITSTM TIT ENVIN I - A., .-AAN- DAWL FL =H4 INSTALLATION- � '-� .1 . .'.. �0 � Me) .,-I-. I, �' (WAISM-75'I'T, Iwl iWSN)SKQ-Wp;7 20-175 - I 'Nf c.-mr-'s i-,- MAIM .. 4 '�� " MM I . omlw "I'll", F 11 "T"S/m," - .K., , or 'a i 0imt-= i !m� zin 1.11 6V , I - -- I I ---- - ------ INUALLATION DETAILS FOR REGULAR PANEL (f) INTO WOOD ,,-,- - 1, - , ' 7 : 77--� 1 1 , � � I , � I . ALTERNATE LEG . - 7LOG 4,.B* M57M woo I IT , ; - -- : �-- - �-' -- _ATM 'Ili, � -- I I I I I .� - KAM n - , I I I , I ED. SIRUCTU&- , I I , i�� ; ADEQUACY OF EXISTING Wow I " - 1; I - I 1 - � - I BEAM TO BE CER'nFiED gy . So : I � .- --'r - Cc - �- , - ; , . I � , -1 ' REGISTERED ENGINEER OR . . " . r 2 � -, �'� � � 0 .If -100 I ARCHITECT PRIOR -TO SHUTTER " INSTALLATION. � ,. I I - - � . - 2 -� WOO ANCHORS ALTERNATE Wool) ANCHORS j � I* MI,., - %:1.11 NE'( WAS'eIN NAD I I � t SSEE SCHEDULE ON (SEE SCHED LE ON __ :�--- �.�' i� I �' I Ti � r � -to ED , , I . SwtT I 1) 14 4 , � - �-I - , - -1/4*-2WI' � ITZ"W/T- 1/2, . , t - I [-To �'V I/.1 � i I i . -- 0 12 VY .0 '�� - - ) MAX� WOOD HEADER , '� t '/2- -1 --- --,I � - ' - I -, j - . ----T -.-- ' .- ' - - --�' - I ---F- , REQUIRED 1, 114" , �p =;�= t, �i I - j - 08-, - - - - -W �i � =a- � �� I I ' ' j" � t a- .�;'- 1 � L , ; � a 1/4- = f � [ WOW ANCHORS i I � ____ _' I (SEE SCHEDULE ON 7' " "min, � , i ; � �; I I 1 ; I SHEET I 1) I I � MIT, i � 11 �' ) i : i SEPARATION To I I p : - � - nc -117 4 - -ni I ; �' � i I -1 ! -I,,,,(,, - i i 11-Ij �� r SCHEDULE /4'.-M I. � I ON SHEET s) 1 I 1-1 -- ON TO GLASS� i � - i wrl S'PAAAF [ .M40 - � w rm AIM � ST; v 3) : 'V-"'�` *L1 Mo. I i PANEL LENGTH . -�'A I,- � - " I I I r 'p�a HECUILE ON - SHEET 3) . , ��" "' I I I --- 'L7 �M� I- � ------ � ----- �-.-A�' - I --- - (SEE SCHEDULE I _ , - . ' -1 -i PANEL LENGTH I (m ART FANUL ON SHEET 3) I I Umm m I--n 4 I 1. (SEE SCHEDULE CKISITS5 ! 1 � I - I—- - I ON SHUT 3) GLASS -t -J(--- --- ----------I 1� ly�------- v- � IT I . i , - .A, .. 1, i I : r- �'�- ," - ,-.,- --F--- 11 : [-�'I) � A- - I I j '01 I 50% I OF v I ! i , ! I -- T i I i - I -l@ � I - It . � �� --ir I I I I 1 C4 WI MAX I I ." -- - ---- ---- -1 --- I I 1 0 t2 11/2- O.C, ! _,- E I 0 . I I , I 1 - � -----I No E i � � AU-1h.m. ., , ; I 60 � �- -, I I I I � '� QT�'-, O.c I IT _ - --- ,-I,- - - ,I I- " 10 "L . :- � , � , C, � ! � i ----. � --� � 1� , ; � - ; 1 1 , � , �-- � ' Ps' WOOD I I ; i�z I Cl, 2"K4' WOW FLAT- "' , � �j - REQUIRED ANCHORS . REOUTITIM 1-11 11 7, �� I , ;f i, I WOOD ANCHORS 17 1-:-1-' . I � pa-SCHWULE ON I � EE ULC , , � I I i j G4 i SHEET 11) IS �, , i ' �=-:: � SHVTI - - 1�1 � I i I � � � � I .1- I I I - , , � -- � 2, mi.. --- - 1. . - 11 � -1" - 1 � - 4, 1 "... I I CEIL#jg AND FLOOR MOUhWNG BUILD -OUT MOUNTING ! ALURNA71YE SW ALTERNAIM WALE 3/8=1- I SCALE 3/B-1, "'HIN01"', 11 t�vk III. TQ 2", '4' 4 " " - - . I �t' - v�'C"E'N", � , X�...co - / - - b=' z ..' .. I V1011161LQK-Qf-SE�'111 5; z , = NOTE FOR z .1 NO. 44167 ". i FLORIDA BUILDING CODE �Non KIT Velocity Hur ;can* Zone) 1. INSTALLATION ARE ONLY VALID In MAX. A-S-0 =*: - , : ;*- TOP & BOTTOM WOUNTINGS CAN BE DESIGN PRESSURE RATING �,PE�f) AND PANEL LXNGTHS S ,a'. : . WzmF`J`xo' THIL 24 GAGE GALVANIZED STEEL STORM PANEL rp , STATEOP ,-,,7 z O%AWN .7 COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON S 3 R;,. . 4� - - , INSTALLATION. 1 FOP. NEW WOOD FRAME CONSTRUCTION: WC-00 -a% -- � I i \ GLOUL PROTECTION PRODUCTS, LLC. """ MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC / 11LIECOINC, mm. -11 "� �� - I � 7� -1 L---= 't�-`-��--�'--- "m S... 5; Snw - �t�*O-; DENSITY OF 0.55 OR EDUAL� rzv�z:I, RULit TICSTIND & TDAMINUAING COUTAW "I"7,;,""",�,"w, . . - " - OMNL 'L 3", -175 :�41 - L" (=�'j? P.oNc ")$N-7�& F ("%`)m-vs7 1 / � �v P�L 9LN1`SXTM11W,'bAIT CA-owmv �LL.'. - I - I - . I - Do"" In'.. - -� XW&NWK . I WALTER A� TUOT J,., PX I .' 1 1 1 . I ww 7 ar 'a . U= - IT =2 I -&-l' (3) a) _= (1) -F0 (3) " -0 > r- 0 L- L- -0 a) 0- = 0 a) 0-0 L- a Ica -0 a- - '&-41m- a) a) 0 4- (1) t- = =:) CU -cu U) \ (1) -0 0 -0 -0 0 . L- 0 - = = .0 U- - CIO 0 4- "- Co CIO 0 > .. . - U) (1) -00 L- . . U) CIO CD 2 'p CL -= = C- C13 m - 03 1= g < > LLJ F- -0 U) C3 I C -- ( C C C .- c -. a . - w -C t F 1! . = - --r-- '== - - � =. I I 119� 4= , ar : Cc W 9111 I III, -4 .= ca c . . . � = I mA- :.4 (�n!_ I M C== I" � - � -% CD " � w .a W .= w r- = = a 0 = = 13 = �z 3: m 31 " CD CD J= -;: U cp w =m = = .- ::WN w -a -, = E 4 Cc 0 &: ej %- 0 1 z (1) C: CIO 0 L. " :3 LU 15 < z m < -j a - a) W = U) ICU > 0 L- 0L CDL < -4-0 0 =3 0 0 L- 0- a) Cf) ICU Cn 114-.'-�'r-'""N I- 1, I SHEET NO. SH 1.3 0 a EJAD CLOURES DETAILS FOR tNSTALLA j9H_jN__P_QU_f P__PDNQ&U_L -CONCRETE 13LOCK OR WOOD STRU!QjLJRES: VAUQ_LQ&_ftM_LAR. LIFE SAFETY & E-nZ_flAN_Q MRM EANEL (D U5 -4,4) 0,0 VARIES '03' AIDE sr V-1 & I"Itt"m a ALLOY OIPITI Atxwl Mag %IN 1100 . I ale 1AKON ty O.0 MR, 3/4* T.Nnit OR(o2 1gy"NAT: Lit; Linxtiom 0 Ir OX, 2.* 2: �OU' Tat, VAIHES z 5 m W< L �i Al.W. ARM OR swal POURED rnlfm�f, CONCRETE 2 1, C wu� &t*. ROM PLAIr OR 1'�W WOO F14WE a 14 DR 2 Ile W"_T�5 Lm 2" CONIT, ALUP ON" W - - - - - - - Mo. GAP I/" z7Y OR Itow- ALWI Wy.tAt"UT CASE A (PLANI CA59 B (PLAW CASE C (P JAN-1 CASE D (PLAN) SCALE )/4'-1- SCALE 1/4;-l' SCALE "-w OR MX-IN aw PMVAW =CC�� _EASIOIC TRIM At i- OR It, '04"Sliff 1.5X 04 21W WOOD Sm a,, upeow 0 ()MAJN. PANEL RLOOK VANNES 0 27W *am FIA" "3'� 'RAW REQUIRE* 4 APwCA2u 10 A 1�j IN RELFURED, WOURM FRONT A vWES -ilz xvm, PANAtUO. TO WALL CUT END IMM� (NEVER DMIANCE CASE 0 (PLAN) SCALE 1/4�- I' VAUD FOR DOIEC17 MWNT INSTWATION ONLY At CMYI.VD PANEL, INSWIATION AT WAULS W1 ho� 44W SuRrAce- Lrva VARtAm'"s, wMN sle Z :*i FLORIDA BUILDING CODE (Won 1419b Velocity No Core Zone) CASE E (PLAb!) CASE F (PLANI F 24 GAGE GALVANIZED STEEL STORM PANEL OPAW a, SCALE 1/4--1- SCALE 1/4-�I- E �co GLOBAL PROTEMON PRODUCTS. LLC. 111, *It �w S-W, a, Omm n- WU fAx pf-�tm�w, RE ww/pm_uW1A`oE ftLtER A 016XMW J,� P� PAN, qw!pmasi. 7 T;lxi 17, ple , r iw;pItz - I EiXi IT, I ! 11 - 5C�� REGULAR Mii INSTALLATIONS jNjQ_Y_Q9D A (VAUD ONLY FOR PANEL 0INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W� ON SHMS 5 * 7) (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU &� ON SHEETS 4 & -5) MAX, A4,9, DESIGN PRESSURE RATING OMOAUM ANCHORS SPACRIC " WIN Cal PER SCHEDULE zm n;__ APPLICABLE To SOCTIONE MAXIOUM pma Lf!�I" I! W41L AS,M DESIGN PRSSSUP F RATING MAXIMUM ANCHORS SPAONO FOR WN F-01 PER SCHEDVIZ OELO* ApPuakals TO SECavla W-lumum PANEL 1001H S"_$rt '_ PAINEWATE YEMAUI, to FANIELVAIE Z4W_Nkj* CALK-* Y TAPCON fmr PANEtMATE PANEIVAITE SOUD_SCT PEAVILE to PLUS 'a -&- 'a To 3k ZWAC-"UN 07404M CAK-iN OF THEM hap wNalm —.-. Is W.- . qiv ,o or THEM ly 13, 1Y 13, Ir lar 1 .3, r 1 (TOP) Ia' 'r K* TS, Ir Ir 1 1/2' 1 (W) I a rRI 7F_ —7r —1y IT -13L- -I I'l. Ir Tr Ir 'a 13, 13 Ir 1 Ir ir 1 r 13- 1/2 CIO,) Ir LI 1/2 2 1 11. it I/P +4.1. -4a OR LESS Is- 713F— — 'a a_ F_ —1-1 W_ t�4,F =_ I; Tr T, _�F, -�F- 77- 1-37 —7—'i —Ir Ir immm) !Mt_ 2 (BOTTOM) OR LEW e-a- To W-4* 145, _4S To -55, -64 CA LESS _X_ 14, - r Ir Ir le Ir a k/21 13. a 1/* i 1/4 w La- Ir r —Ir —Ir _I�Zllt 72 Ili - — — __ -'-- -Ar ur Ir Ir Is, 11. Ij- 7- 7 v2 is t?2 7__ '9 1/4 1/*� - T__ W iF2' sr Ir ir 1/4. w 14 1/2- OcTi OM) — �FFOP) :i_ 5 [lop) — 5 a 01) a 1 IPFLI 2 �11-5 1/2' S'T/7 S 7/e T2 T/rT2 11V - -_ 6 1/2- —e I Ile IF 13' T3" �r 13, is" 131 --- - is' 13, 13, Ir 01 13' Ia' Is' Ir 13� 6 - e Ir Ir 13, ir I 1/0 6 1/4� 3 (WINUM) 4 Ercv) jr it I/v It (TOP) Ir I I W 7 112" lIr 7 Ir a Ir a 1�2' Ir F_ 'T3 , IV i-I -le 13 W 13, 10, Ir Ia" I Ra. 1,3, IS, 2 1/1 1 Irl^ 2 Ile e 9 Ile Z2 I 12-iii Ile r it- Ile "'r tr E I/e I mp) w 6 Ile 2 DIOTTMA) 13- 1/ 65PI r 6 1/2. —r 4 OS,-ar To I;r 7. la. 4/r-1a7r-r:- Ir � - w W Ir 9 1/2 W 1/2 Ir 7 1/2 5 1/: 13' 112 !a 1/2 =2 Ir 4 _L2 -,"'L2 ='/2 6 t/4- - ii- 4;� ;r �Y A 4/2' . — Ir __2L_ lln� ft I/A- 0 1/4 I/F ar 2 (TOP) — fatanom) LM - 3 (BOTTOM) 5- -2r I;r Ia' arr t/4 a 1/4- 13, a Ile L13. 7" _ _ 6 T I/ a, - i-Wr __371-F Ix 1/2- 10 1, 1/2, 7 ly, is, 9 IFO -W A r7- Wr 5 13, 1 M/r -3. 7 -,F-i it T le I/_ Ta, 7� 4- Foor-mo 5 MR) Imomm) (TOP) I_r Ilr Ir r Ir 13- 10' _13' -13' _13, —1w - . _ r a Ile I. e IL� a Ile 6 IL41 1/7.'l - It' 9 1/7' 6 l/e 7 T/r 4 DIER70M) It es �W) I 1 5 6 am) /2 I/ SEE SHIM I I FOR ANDIM TYPE & SPACKIP MR INE�11014 WTO NOW FRIME IfUtUNN25, NOUMUM AWWOR 504M " MYAWW WOE OWAKI ARE, WD0M ON ORSICHUX0,11t, MR EO, LESS THW "1OVEb IN SCHEDULE INIWIL ANCIM SPAM40 W "WY94 SIMOM SHOWN ON SCHEDULE BY 14 fOLUM4 tACTO14, MR TAM OftWK1H'M % POSSISIr. REWPIX) SPAC44 MAINIM it" rNLPR ViALL Pat af JM TSW HINOPUM SPNOfiC POICK10 FOR DIPH ML--W TYPE ON T+#S SGWOLM --:I: __T_ /VA_ ANCHOR M _TZ 3 (MI) -7 3 3 3 "a "'a El E'_-j 4 ACOAAL-9m 9� IED-) ir ------ ----- -:,v:: - 11 ic, 7'Oo-, SPACINGS ONLY VALID, =LSMR&S USM. SEE: #1 FOR _MAX, IESA_ I irs DESIGN�Laos & VAX. WHEN SPACER �S�ED,� _-ANCIIDES (SEE SECTIONS & ALTERNATI"'ES ON SHEETS 13, 14, lb &I6�----- - - --- NAX, R-iA/11 R-2A/13� A-SA/14. 9-21I/13� R-38/14� MOL A-IAW/15, 9-2AW/15, R-UW/16. R-111W/15� R-28W/15, R30W/16� 04 0 0 0 0 0 VIM PANEL LENGTHS ARE ON (a VAUD FOR INSTALLATIONS ID SET ANCHORS & W/ SPACEIR AT 12 1/2- OL N (VAUD ONLY FOR PANEL&KISTALLATIONS AS PER SECTIONS I T14RU 6, ON $HECTS 4 & 5) 11 M= A.S.O. DESIGN LOAD MkYJMUM PANEL LENGTH 40 PSF OR LESS W_'. > 40 PSF TO 50 PSF W-2. > 50 PSF TO 60 PSF V-Ia, A M". PANEL LENGTHS ARE: ON VAUD FOR INSTALLATIONS W1 SCUD SET ANCHORS & W/ 99 SPACER AT 12 1/2- O.C, FLORIDA BUILDING CODE Non High Velocity Wwrrioune Zar 02020 X-M ec 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PROD1,ICTS, LM DAM WA Ut "I 51mr 3", WE R. .. mN,__ r 10$14�WION DETAILS FOR LIFE SAFETY PANEL I11) jNIQ P!QUREQ _Q "CRETE OR CONCRETE BLOCK STRUCTURES XXIST010 POURED 114*0 1/4,0 OR MINOR 0 9 Ole, ARC ---- ----- ---------- 02 APPLICABLE j! V MAXIMUM ANCHORS SPACM FOR EO. AS SHOWN ON SHEETS 6 & 7 TO NAK, kS.IL MAKNUMI ANCHORS SPACING FOR E�D, AS SHOWN ON SHEETS 6 & 7 APRXAME N"WUN ALTER PANEL DESIGN FRIESS,IRE PANEUAAM PANEUIATE WOW WSHING Cg.. - LENGTH PRESSURE PANEWITE WHO v RATING TAMN W SCRE* ill= RUSHING L�2 TAPCON LAG SORM BKOON 1. ij- FEMALE to INE34 SS, SOLTS ttroi 200 is, Iw (v) Ir 137 lw (TOP) I 17 Tr 17 (LISE FOR PANEL, LENGTH Is' Iw �Wllum) Ir 1w (%Mom) 0, OVER il-S, um, PANEL LE" _01 --a I _/z 61/2- s Ile 15 Ile I, I/a, P Ile REGULAR si6w emu 2* (lop) _,R�— STORM PANEL jr-r 0 �40.0, tOO Pf, 2w CON) (W/ amop NIB PANEL_ ulsairm BEL I"ORAPATION- SEPARATION- -Wr- a 1/47 2w (M6 E'_D� - 6 1/4' 12 Ile 6 1/4' 2W BOTL-) 5'-0- Exit 1 70 CAASS- A EXI w jam I J 5w LESS ST, LESS a w IT' 41 xF__ TO GLAW, ---------- R_ OR 7_ t LIFE SAFETY STORM PANEL 7*-V a -54.0 P.f, T t i (W/O qVIBRIA' IAID PANEL Lmm SOL r-,n if aw (Wtom) a, SW (BOTTOM) ' �_ ' ' - - : ' L 7) It It vJ(- It _T V L USE V-5 WN. pmll,, LrNmN i v W.� P14, IV, PANEL LENGTH I j f -45 t WX it -1 A 1 +413, 13, Ir 13' I:r 4w (BOITOW) 13, 13' Ir 13, 4w (BOTTOM) 1/4 0 ALL WKW#49& I PANEL LKNOTH 0' PANEL, LIO PANE1, LENM 9 571-- 47673- +7570 IF —Ir —I- Icr Iw (,Qp) (SEE rtxvAlx* 13, 3: Iz, LESS, 13, S'S r (SEE ELEVAMN 0 11 1 (SEE nVATION AT It -, --"- T--" - I S. 9 - : ON 12) 11 IN —twoo IN at,, SWEET 12) SHE 1.) 1- - Al ON SHEET I -A --SEPARAIM,- _J 4r . Cpw I ION IT 2) is- 13' i--r- —1/4, A F, . :� I I It 6 Ile i'l 6 I/e 8 1/11- 6 1/2' (W) $IYe 6 1/2' B 1/2' 11 Ile 6 Ile 2* frop) It TO rUots, L/2 A 10 OLASS� 12 1/2' 114, 8 1/4 am�-) > a 1/4' 12 1/2, 1% Ile zv I _OMM _L_._1i_1_,t,� --- --- 4 i/e 4. 6 Ile W-4- 7r�r 4611 Lj2 1� 7" 3w Mariam) 5�1 (EKITIOM) T, 2 12' 0 -0 m"ittyluits, AT §7VO--- lit, 13' W A� t/2' 0 01111014 Ia' W WITON) ED# t ri, --- 77--! SEE TAKE (I MAX WHEN SPACER IS 0. -#I fbit A.StD. DESIGN LCLADS & MW PAWL LENGTHS AS.O, DMfQN LOAD$ WX PANEL LENGTHS 0 Lilt Y FrANEL BOTTOM CCRNE� USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHF+1 6 to I USEI), MRRFSPONDNG ONLY TO ALTERNATE 2W ON SHEET 6 avr. L� ED -OVERLAP- IOVERI�P N +.,�2w/V F 7�1_1r- LIT YANG NUT AT IF,, PANEL RIGHT PAWL NvALIATIONS ONLY V" FOR YPND i r mw. R-IA/13, R-2A/i3. R-3A/14, P-29/13, R-39/14, SPEED OR TO 11!t or MAX" PANEL *R-IAW/15, P-2AW/15, R-3AW/15. -1/4't 'rApoott R-MW/16. .4 A ;IITAP� 1,0 TAPOON A,S.O. OEM LOAD R a W O'c. ANCHOR 0 9' OX� AN04OR 0 V OC. LENGTH ------ (SIX SECTIONS & ALTERNATIVES ON SHEETS 11 14, 15 &,Ts) --- ............ Ile MAIL am rmrm POURED COWAM OR SM CONCRETE OR __QMNCA= CONCRIETE 00 EXISTINO POURED CONCREM OR 40 PSF OR LESS CONCRETE BLOCK REQUIRE& RIEDUM, Koumm, 'CONCRETE W-M ftloktm� LIEE SAFEJY STORM PANEL Q-) ELEVATION (t) R—_2A * -" PSF TO W PSF RE13VLXR R LAP * .50 PSF TO 60 PSF V-10, PANEL. PANCL g; WAIL�� WALL Idousim MIX --- - --- 77", SCALE 3/4-1. --------------- A, 0, W/ PANEL MATE 11) OR PANEL MATE PLUS MA�'4;1;� eO M /A A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS ANC F_ t�'Mjz 1/2 INnALLATION DETAILS FOR LIFE SAFETY PANELCD INIQ RQURED CON_QWE OR CONCRETE BLOCK SIRYOM-U oulaw 1/4'0 TAPCON, m on & a 0', ANCHOR 4 V bz CONCRETE BLOCK REOUiRW, CONCRETE BLOCK REQUIRED, PANEI, LENGTH (Sa ELEVATION Not, S8m 14 TO CUASS� S OLD"K qr AAt 0 12 e O'c' eummLs sm smErm Ia * to MR ANcHaks wk *- 1lAcm 0 R INVAUATIORS wo *000, POME augmit". WMMW ANCHOR SPAWW MO -AWWW E= PSTANCE AM INEUKTO, ON T4$ SCHMV- MR Lit, LESS TkM ANCHOR S U :r&0Nj="LtR%X tK WHWULE BY THE FOUJWAWG fACIW& MR THIS OPUNtION In BE f1O!aA%x. REDUCED SPAC.V OWAWW =NO FACTOR, SWU W BE USS THAN WRWW PACHO W(KCAIED FOR EACH AMPM TYPE ON POS SO"Woz- AWHIlilt Tot WOW 'a", am valim OEW ANROR 0-9, Ex"o f CONCRM CONCEE_ISE flcoww� lulb� /Wpkas 6' PANEL LEKMh fSM USNATON OR SHM lip ma TAPCON R a 0' WOOD UPC SA�� PANEL FLORIDA BUILDING CODE (Ron 1#41oh Velocity HWu ' one Zan Opt pk 24 GAGE GALVANIZED STEEL STORM PAWL /71 GLOBAL PROTECTION PRODUCTS, ILC. OWN, on, E c o .7 4m SIRM 0.m IL m Dlm� '15-Mmic SCALF, 1/4�-I- I-Tk'�N-.1M aINHO10-am 20-175 px mvw"vw/aAm r-OOMNIO 2" `l= --T -_ tw, _=Z91446 R WL-t-J-0 WA" NOS RM 1, INSTALLATION ARE 04LY VALID FOR A_S0� DESIGN PRESSURE RATINGS fiz,s,f) AND PANEL LE1,MNS AS PER 014 SHM tZ 2r FOR NEW WOOD EWE CONZTRIJC`CON; WOOD MEMBERS TO BE SOUTHERN PINE NO 2� ill/ SVECInC DENSITY OF 045 OR EQUAL AX. RNPH VATION .T 12) TAPCON Ro ir O'c . 12 1/2, 'PEON a 9. O-C PLATE REQUO I I NO 00100% 0. 309M . A, TIL i 34tv.- $ME 3/8-1. Et 12) ho� 441$7 '% I FLORIDA BUILDING CODE (Non High Velocity ON loone Zon STATE OF i, 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, LLC� 11LIECO kmc. '00 Lw' " MOE, btw_ n� Mi1v(w)m-;Pv P4 20-175 or I 'E_ INSTALLATION DETAILS FOR UFE SAFETY PANEL INTO WQQQ_9RQQjU.RM WOOD HEADER 'A WOW HEADER % _4 112 1/4� I Ile % V ----------- L u� r C, ..Uv NOR pAmE T V-n mw f PANEL UNGN it G" PANEL LfNm (su azoamai On SHEET 12) It If BEE ELEVATION it t ON SHEET 12) 11 "0, It 0 GLASS. 4 - f J*Ol tic' ac q 4 im V7 04 ElL rl. llow 2w WDGv_ KATE lit PLATE REOURED P" REQUIRED 1/4'0 PAW1*XTE PLUS ANC" 0 12 1/2- t6C, 1� A ANCHOR 0 12 11V 04 'N mg, RzAft WA t"NUM /Ilp iKi;� PJ14��`;'jk NO= L INSIAUATION ARE ONLY VAUD FOR MAX, AS�Q, DESIGN PRESSURE RATINGS Cpe.f) AND PANEL LENGTHS AS PER ELrVATt0N ON SHEET 1Z 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) WE;*, -4 fj� 24 GAGE GALVANIZED STEEL ST0914 PANEL STATE OF icc DROWN 01 Ai, I -LIE C —0, OTECTIO r /_T GLOBAL PR N PRODUCTS I.W. 'Im Sx, 01 7"Ou 21 FOR NEW WOOD FRAME CONSTRUCTIOK WOOD MEMBERS -0 BE: SOUTHERN PINE No 2. W/ SPECIFIC 4, j�EiKr-g_* — -1 Il- -1 OtU)W-1b0, r-� 20-1175 DENSITY OF 015 OR EQUAL MN"uto", pz > 0 0 CL 0 CL 0 C: M -0 .- -4--f Q) CY) C) (n -CT3 C/) 0 0 0 = 0 0 LL. 0 % IMP > E 2 0- CU C�L ZO m C= CD cc m E W C2 m Cn L. a) (3) J__L) C/) Cu m C� L_ 0 - ___ C/) 0_ 0_ C- 0 L Cl) ICU 00 w z z Q_ SHEET NO. SH 1.4 7 EZI/18, FZ1W/18 ANCHORS , - '- --.._ .._ ____ _ ------(SEE SECT" EZI 8 ALTERNATIVE EZIW ON SHEET TB) -'- _'I -3N i-. '3 MF....-- ;,*(SEE NOTE 2) 41 Ysgt `E.% !.'NOTE 2) 44]r1' S.M.. i I Z N y�--� r-'""'_' If" I "F_. U 4 DF '$"""'a""' 9 4 AL M N YM ..: r.... � )-� ' :' f°DP WVEt ., LAST PANE1.(t� TO BE INSTALLED At EACH OPENING SHALL ALWAYS BE I T!2" a (O a ; j 41 4 a "; , 4 O i , D O 3 l._- , _ "t PROVIDED Wj' REAR itANaGL£ TO FACILITATE >NSiAiiAT7t°LN IF INTENDED 1 - 1 �� I J f - TO BE INSTALLED FR9A8 ASSOC OF STROCTURE. f(.-T N l `! ,; l i I I j 1 I j j 1 i 1 1- -1_'Ei q 1 ( { ! ( ! l 1 j j j {{ I I ( l ; 1 ( r I a` iA" PER -�.1 t____.-.1-„l �t -:__L v.d__:..._._y_ -.1..! I - .L.-: _1_.I _ rt__S-.. 1 i ''_L�, :3Y1bui-a I'll ,.. « i fJ TI F cE •."D - PAl'! , ^ P SYSTEM T ._. _,.-..._ -.!_. _....,__.1 __,_.r 1--11.__.r- -_.I _ _ .r --r-r r- : !- T ) _..)-`-`- cs. L O �,)yl ONO Q C Z G 5TORla PANEL _ STEM I ( 'i" I { (TIT) PANEL) 'I I (iMIER40H PANEL) i (INTEROR PA14rL) (fNTERIOR PANEL) # 1 (END RAVEL! I j ONSLS'TING Di +^ANEL �. Ctrnt- TRACKS TOP & I;C'+"TOM. SEE D E.-,. 2, 3, l I t ! i I j ( (E i i SEE NdTFS i, 3, aA E G,: (7) END PANELS SNAt.6, AI.WA2 �;. BE CONNECTED i0 i3{STTDM TRACK 1 I ( Ij I j pp 1 { I , 1 i I 11 ( I i I I MAX. OTHERWISE A STOP rfAk� sFALL BE PROYADED AT TOP OF SUCH t f 4 4 { 1 ° _ i � i i PAME LVGTrr PANELS, 1 ! i i _� .. P I !} A t f.. 40.0 I , # * RI F ... 1� * R,s.t. _ f , j E F f . I- 1 -'i A ! (,'1)- IF END PANEL ARE Ct#NNEL'TED TO BOTTOM TRACK, CONNECTION E I j r` i 11; 1 II. I I jei_-� 1 ) .I j I - s -I WING jA"' MS TO TAS" BOTTOM e-1 . I SHALL. CONSIST v/ MAD, THUMBSCREW I 1 ( a 1 i I i i" ,- WE PANELS Wr 1/4 2411- f I F C. I 1 j I ! I I 1 _ NUT Gk T!4'eri3,}" kin T}iUM6_CREW INTO Ln?E'EC? B'4"TTOAt S5 j ( i i ! ( ( I I ] f I q { OUTS W/@b EA Lmraae TRACK. LOCAT3fi OF FASTENERS MAY BE AT ETHER OF TWO I 1 G l ( 1 I I , I I (SEE SECTION AS AP-aCr&'z) EXTERIOR FLAT ,RANGES OF END PANEL. j < " 1RACN I ! , .._ i__r L-.r , . , ,...,. r' =--T. ..-. ,_ _- ".-.._r._, -.. '. r _-..-_. -a-0.. T.. r sAac. '�,. (i,n,M AT STD{' GAR S ONLYN�SEOOATfzOJ a7'Sa� WO (, ;I i (I ; i1 (; iI`_rE rI E 4 i i I d« PANELS SHALT_ RE CONNECTED TO BOTTOM TRACK RISING SPECS ` ° -T "j"f -- "` "-'�" "j-'f"j"j`� t"`f'-- '-�-� '"' '-(' ''-"'•-'-. ?'-'4""`�-�-j'�-%"h tNDICATE6 dk NFk}T. {.3j A11CVE. IN SUCH CASE, ONNECDON OF i 1 . PANELS TO 8,7tidM YRACtc 1. OCCUR AT ANY PANEL LOCATION. .1J__,LiJ..1.!-#SLL...1.1..e.LL..S.1d.L...iJ_i1..,J,,..i-15:..1,.....1�1_L1..1_i.l ?--- -.+ a a P ..' ro a n A . .._ 3 M ' .. a. SEE lJCTE . ._a 3" Rica I MI,,, SE : /'- ,SEE i" Wn. '' INSTALLATIONS ONLY VALID FOR iMlhtO 'NOTE 3 Q) /C1 M1faTE 3 ANCHORS SPE_EO UP ,Ia f70 m:p_h.. I - ._ _____ __-___ _ ----___.{SEE SECTION EZ1 A: ALTERNATIVE E21W ON SHEET 18). _____-__._.. -_ EZf/18. EZ1W/1B IYPICAL ELEVATIONI 000 E—Z HANG T PA : 1 SYSTEM (t) SCALE: 3/32'-I " 2,6a?°(kPN MUTLAI, !/" ME . W at PRIDi VALLEY) ' /{_ r /- '_r ' 1 /4"v r_ MAX, GAP T.I .:' " SECTION A_A H N rgyfAr aA ....... SCALE. 3/32".�T" 11�;I,c. . 7IL,�/,jw,' `� syi : FLORIDA BUti LNG CODE (Nan High VIlloctt Hur lcans Zane) c +:uazA I"" '`'"�. 2.4 GAGE GALVAH12ED STEEL. STORM PANEL `'r. =era''� rS1 {31tre GLOBAL PROTECTION PRODUCTS, LLC,°'/W.r i "804 5k "STAM TiWT TEfihN'Rrr ENQiN D cawANY r, xx HN a1. em wwa. ING ci n u,m EA,Li. eL `3a ».," 1,M1<-+s>n.. ff-I.,-,�, Mt L (9P+)Gull-rs.. F.- tv"). ? 20-175 ... - 01uMV£N _.....�_ m,,.. .m Yr... ,n. -- r - 6A"dgA`fLA 1E tT"'"" , #ALT€8 ! ffliilllnilli � [.Fw LIi[Lr ST 4E SE uc 44I47 -f�4' ENGINEE IE4J(7 Ew3it4EERIN131 EXPRESSO PRODUCT EVALUATION REPORT September 15, 2ID20 Application Number; - R2 Project u EX P and t Number ber 20-31543 Product Manufacturer, All American Shutters arid Glass Manufacturer Address1540 Donna Road West Palm Beach. FL 33409 Product Name & Descnpbon: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Report: is being issued in accordance with the requifemonts of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3,005, F.R.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to stow compliance with the Florida Building Cade Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shag be required following perttnent Florida Building Code modifications or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawing #2031543 filled "24ga Galvanized Steel Storm Panels (HVHZ 8 Nm4iVHZ)', sheets 1-5. prepared by Engineering Express, signed 8 sealed by Frank Bernardo, P.E. is an integral part of this Evaluation Report. . TEST REPORTS Uniform static sbuchrai per formance has been tested in accordance with TAB 202 last standards �r Last r arc's BBT-ASG-17-001 BieclGWater TestisInc. a i p t) try 9 Large missile impact resistance and cyclic loading performance has been tested in accordance with TAB 201 and TAB 203 test standards par test report(s)#BT-ASG-17-001 by BiackWatef Testing, Inc. . STRUCTURAL. ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or national analysis to quality thefollowing design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMO ENGINEERING EXPRESS, CON ENGTNEERINGEXPRE55.CoM ENGINEERING e Pale 2 of`, All American Shutters and Glass - 24ga Galvanized Steil Stdnn Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities impa Resistance.* stance• i Large Impact Resistance has been demonstrated as avidehG. d In previously pst ct ost:rePort s1 an d is accounted for In the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schadule(s) on the respective Product Evaluation Document (is. engineering drawing). installation This product shall be installed in strict compliance with its respective Product Evaluation Document (Is engineering dravring), along with all components noted therein. Product components shall be at the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document 0-a engineering drawing) as noted herein. Ali supporting host structures shall be designed to resist all superimposed loads and shall beat a material Rated n this rodues respective anchor schedule. Ho structure conditions which are D accounted for i pHost not in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion contamination and Po ly P 0 , Pa other such damage at all ftmas, This product has been designed for use within and ouislde the High Velocity Hurricane Zone (HVHZ). Respwdul ly, , 1, '�:li ®2 yE "5 ' 7(4g 1OVAL#'� Frank Bernardo, PE ENGINEERING EXPRESSO 4PE0046549 I Car( Auth-938a 160 SW last" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-066D 1(866) 396-9999 TEANITriENGINEERINGEXPRFss.coM ENGINEe RINGEXPRESS.Com I —A, H-fl A. , IF R A,. Gas r, la'-T'_T.1. LT ..E'1: P:':' 1-11L a r 4 Fl D TTPr 0 F'. `¢ :11-11-II, t;,t".,: i •.. 1.lr, _, x I Yr ,a w �_ -r I: HST,, -R" N 1r is"' - AUI'.UL e; t,ne14 Frr r , 4 nU er /N ).4!U, , ICI: r..IHr1 C P;, TK _ +' PT I / U,zl^ J Ir "rr Ti..J.. ..v:lf.; nv a yW. Fl p - '-1FE.wM sit .y f µ IY=I 3 Y Y r X �. ^' w HL F - w i -11 H V I tr? s a ri ¢ - a6gi - 'i'�-Iris v ¢w r3 A C W x _ i1 O m L !!yy - 3"' i; s N _ r rrr.� 1. u.� Lv - 1� BJ , 11— ,a sss "-r '9 t .w:e.rr r. $ ai 1y N rr� w w Y' I I si ri,' ,.a•. :: LEA n_ w _ n E.-. �, _c� - T. R� H: '--r ir, ELry2 r - iD R ,:. ❑ L4L_t , - F „lJ .N sn 3 - w _ 1 L 1a 2 II) 3:> Mgr i _ I, IM - 'T .T . !� .wu i . J L9 LO " F h, 'N R H "r. - O i 1 tr- , Rti ALi=RNAT=HUILDWr - _ - F _,_ CD .._ Z f - r:1i qq P'^- H,,NJNIINL-EXIRUBION9 - a O w: uw - 2ala ca G iYrF r„+LT,F h,ID^ - - i'u..rr Ps .DIY{,k. lLt ;,11LU1I,1: -k'.-< Y- F Li to r-�— t 'iaa i1L ri r, pp r 52 ri i `�� - 74.i.li�F F1� ) Cm.IN%BOOR MOUM SCCIION ..+.I .q w Z d N O W } :. I_ LL I IX 1 _ LC. s 14 Y.. -.11 F d _ �. _ tJ.. (l W! 1. iN , - . PoA .. _u.l:'1 r aa LL W a ZZ G If P r "rY Dm; ` T,Oa„:F t HJLL 4Y IN __,T i4'IUIl LI 61..`N IS:f u:v,':.'n'4, „ail IHJ.:L; 1Nue = D I F, YfALL. oUFli§-Ci[OR � tP I M IiFr KF::RY" 1!}. o J e'1 1 l� cAA _ l . Ili_ - F D. l_l R, I. i 4 i..;_Jf�<3 ,-41 fIUJ.. a'x'irt+ 'A. Yt __+3L - A - 'Prv� V'E 1 Z r rcr n, 7 ` %rr rear uu E _1 N Q Y,' '_C.. �' E L.:TL_i :A t, `_'t3 ry O VLLrcT - ,' Fri - '- . I a r a 1 Ely OC ra - I rvL MnrvAAr: T'C N�.:Hr - sj 11 w Y M0 av .-F m .-yL= M `TE•F I CL IlJ V,x.T Q Vl YI I nr qi r rt_L. G. N W 1)r._-1,xwo_� J F. LI 1 I tD , F1111 iIt s w" ^a A It s P I 711 Q I ir„ N L ',S riC�l'i.� p 4 ._ a.., - g ya _C _ - uua r}-4, .I ,.Fvl, -C C _CI t R - 'tl> I.i 1 �-YI` r i J. QQ fi 11 � I R e Ji. _ v 1 r-iIJ ,U_HE+Yc•.I rN. _ 9 - :r e-ruc:n. c'� w IT ti' t,'1FEDLIF j ]Cr s' _ .r- x'b 0.:5'r - Y -1. j991I .A g ``9 1. / 7 ItlF G- C. tit:= .k' 14 I: +l s € 6 t I M - IN tit M4 rtlMgXRFAN4IBENxINJD u s c T n G IT- TJ - rM. C_ A: 3 Ar 1, r c 'v 'A2(I-315#3 ,'r hFr. Y f N"rTt.l. T?E PAGE DEJNCXIP , WY 010r E b2 .LLI� t N <'DPTIt�RALaD&BOTTOM Ci05UR`'!_O=TAIL gg - = L « I £ { 1:—.1e" ill ' - r3+4,- �fl -�1''"'E ^-I,., dK/,'RH_I .,1H "'N /11:1 Ij-Jr. IL451ALLATJQN DETAILS INIQ POURED ONCRETE. CQNreREJEA 'D WQOD SIRUICITURE5 i _ ..,_iiNEOlRED 1j4"M TAPCON TA: CONCRETE BLOCK ANCHOR i2" O.C, l, d; REQUIRED, 11 , I . I .J t . i 'a3' 14x1 HEX HEAD III 1! 4"4 s 1,- `p*^- ,3 I:AXJ' HEX NEAP TEST R TAPCON -,... .. _r _,„...,_-�.-_.. WOOD HEAD _. ' . wm ' , I :. .- «,,..-.___,_ 4 4 4 FROM RE. EW b BCNEW OIhFNO SCR FROM ANCHORb T2 O: r ir. D, y " L. EDGE OF Y, EFJGE OF 9 ij. 4---- ✓ [ y1 '-� ji *.:) E.D. %fl" I -- 2 , i4,__ 'i1 f L-- :� ---- i ) ,/"--., i I rj4"r'SMA 0 £ 65.. R ,S w/[i) a -. i i i is BOA.19 W I I i N Tji" QG. x i II t" ; J 1/2" 23 ion `IT I i i i2" - ExISnNG U-St) OASN. ( Sf 1e•9 ID65TINC x a TiD11 _ j ll; ,yf15"A J r GIiSS�II ( MJNLNgI P11P G'LA55 (Rk TOnLASS. D ALUMINUM POP 5 j a 8 1i B.-__ - fix._.._.. ___A .. _ -- . s3. tiDua r, TQI U . " i NAY. I MAX _._- PANEL LENGTH b. +(•Y-2Mi- - _SL cal Ort" n ._.i ___. __. -_I 8�T5N 1 _.----------- _._ -_' __ _ __._.__ -I PANEL LU40TH * EE 4 IF _11-1 _ ... .._.._ _. R t' N+r. a ii'-'SEF"Ak'ASWN TO LINtGSCR'E1Y {1/4;"R-.iDxZ" II'""-"SEt+ARATX}N -.. 1 ,.--1i4"D-2RA2" Bo% S- i '. :6: (I fD T.'iAis, ( aT %" I OF .L" I THUMBSCREW It I ! .: /.x,,/. I of I : /= 1 !( ' : I I �. r , `. ally.--.-_-.—__ II xr EQ ----- —' - ,,1 -_ T t. / }%2 i I r E . 'I ' .. 1 / A 0 tAF'GQN ANCHOR I ii b 1 ' a.C. 1/4`0 TAPtdia7(iSnNG PO'JRPA 1 _ 2 4" WOOD ....CONCRETE OR ANCHOR b 1'd" t1,C, i �'. REQUIRED r` CONCRETE BLOCK _.. _ ,", .` REQUIRED. WALL ► OUNTING WALL NUNDNG 5ECTIQN FZi ALTERNATIVE EZ1W SCALE 3/8=1" SCALE 3/8=i- e i4+�i}rtT� NF�fN A* +Vh , y,I ",,`1 C 5, i`L{` �f`f.. S. ,.1 f'LORIDA BUItt1iNC CODE Non Nigh Yeloc)t HUrraane Zone).' # MIN. PANEL LENGTH i 0. 44 : =.. N6iFS• I - 1. INSTALLATION ARE ONLY VAIJO FOR MAX.ASD, DESIGN: SHALL BE 2'-B". .,IT I 'k , * A �-- 4m4a6 ra,rEPD, 24 GAGE OALVANI2ED STEEL STORE Plitt€L DRAwa'm. PRESSURE RATING +% 40.0 p.s f. AND 6'-0" MAX -Ol" STATE 0 y ..may / I '—%' -. "'Ms. PRODUCTS. Ll G. GLOBAL PROTECTIONIF1 PANEL LENGTH. r -', - - ! 1 L ! C O tit a a e. ITMV 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD A' , LOP,14 4-v TILT E T Re A ONMNUMaw PDNPAXT .�,D s,r s, SSN:iT M14L 11. 133I4 g adP. s_ h _ _ vuorA n a,a TO BE SOUTHERN PIN: No 2, W/ SPECIFIC 4AA - F TCiA : E - rs� ,-.,sue r [I�.) m -, I-NAlP-:e.A, F. (N M1, _a's 7 20-175 /VNA� DENSITY .s ;.A..,'vrx4 » .4r..w - PRAWxwc Ne. DENSITY OF 0.55 OR EQUAL, - t ""• ,,,, AiaNriaN 1 /SILR'SY fDk s ,� RY;IEA A. Ikon J.., - E 9A <d-1. M BNfifl 14 Qi }g - A4I b2 . ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVHZ) 1 .!/ MR MOLINT (CONN-• TYP. 1 TYPE AS REQ'D) SEE-TIDfdS OPTIONAL {"-20=FTITCH DOLTSWITHFASTENED wtNRLAP S FPK b DSPA OVERLAPS 11P 14iD5RAN {USE- � � �-+ APPROPRIATE SPAN TABLE) EFL rp V2 ro M E PLAN VIEW car No WK , 1Su^ W I I I I I I � I I � I I � I � I * -1 f - - t5li 80TTOMMOUNT \ I (CONN TYPE AS '�\_ REQ'D) " 0,3 1/ 9 0,375s. MAY AT TO -,_-,- ABOTTOM ^ lPTC L V RTIC L OUNTELEVATION N. - T.S. TION ELEUA' ' [CONN TY PE AS REt?`D) - LmaX (SPAN ABOVE -DESTRUCTION BOTTOM uJ� H �,NTYP>6g ¢'D) i O� ,< z E m 4 --tp,TR(LOCATI MN 7�x�O. (LOCATION MAY VARY} ON 17 iQ� t � a K- - TOP MOUNT (CORN YPE A5 REQ'D} BOTTOM MOUNT (DONN- :. - Lmax (SPAN BELOW � , "TYPE AS RECg D) OBSTRUCTION) I NE ITALS MAY BE NOTCHED AS REQUIRED. OPTI'ONRJ-WI 26 S,TITCH BOUTS SMITH YvASHERED PROVIDED THAT CONNECTIONS AND ANCHORS,AREWsIjEOWHfdHSATISFY Ii-AKNUTS FASTENED @ SPANS ABOVE R BELOW OBSTRUCTION, OVERLAPS ,0 nDSPAN(USE APPROPRIA,TE5PANTAOLE) VERTICAL MOUNT ELEVATION I NOTCHED PANELS 1 N.T.S. ELEVATIG N ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: LE: U 24 SAUGE PANELS T T M M€NiRtUM STORM PANEL 4EPARA ION, RO ialAS5 HVHZ- WIND ZONE ES ENTIA1 FACILITIES) s ) R.AxrMUM DESIGN 'ALLOWABLE I INSTALATIONSLESS INStALLATIONSGRF.ATER RE R 5SU E - (P5F) , SPAN it.a.) j MAN 0'AeOVE GRADE HAN 3D'ADAGEGRAD E ISD.6 qn 6 1n R '. i)N R 1GI.:t n s £.9.i .D6 Nq Ie n dda _ 1 _ _ RIETn _Saar d36:' M 83.2 ,e i aD9 ,P 253m SPAN 5C:HF=DLJLL NOJES: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DMGN LOAD & PANEL FASTENER SPACING TO DETERMINE ABLE STORM PANELAMAXIMUM SPAN. SCHEDULE is ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. `PANEL F ARE 2 A WITH A S^ E STUDS USE❑ IN WITH M DNS CONJUNCTIONK0.LL DENTIN,) tT USE 64t s' ("� -TRACK. STUDDED ANGLE, ETC,), USE 8 2• D C PANEL FASTENER SPACING TABLE VALUES FOR ALL HAND "U"-HEADERS iINCLUPiNGBUILD OUT CONDITIONS A. LINEAR .NTFEtNXLOADSIS ACCEPTABLE. OTHERWISE USE NETHIGHER 1-0AP. I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED IS FOR 2. SCHEDULE 1_ E'QUIRED D USE WITH POSITIVE LOADS ONLY. N T WI INTERPOLATION BETWEEN EEN iJJA(Ya ISACCEPTABLE. 0 HER 5E US"E NEXT NIGHER LOAD. 3. FOR. INSTALLATIONS OUTSI +E' OF THE HVHZ AND OUTSIDE OF ESSENTIAL A M 1. THROUGH 3. H SEPARATION SCHEDULE ST WIND iINIM ,T E SEPARATION O SCFfEDU1,E IS NOT REQUIRED Alit}Nfl MINIMUM SEPARATION PRCkM?HE PROTECTED OPENING IS TECRTAED.. - -...-. AwAtV. II PE�,,.fLEPAR AU, .. . �, ___1 MAXIMUM ALLOWABLE = " ITA'k DESIGN PRESSURES: `? j r"T`~ lull "'a -47'-' mq'/t, >' AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES � s PC6#TINE AND NC-GATIVE DESIGN PRESSURES CALCULATED FOR USE WITH TM IS SYSTEM SHALL BE DETERMINED PER T Tr y,. Wm °up SEPARATE ENOIN NG IN $GCt U1 , E WITH THE GOIrERNiNG.CQOEy. ESA RE'vi oULRE ENT$AS E1'ER IN - fiRDA CE V TM ASMM 7 AND OHAP.: ER ED D M.. ITN. 4 N JS LE T. Rt 't : D }_,. ;-M m .... , ." a x 199 OF CRTDA:O 1''LD Nf, CODE 9HA{LL E S' AN 6 FL.. U.. I 6 LF£. TH O -.f D N GA VEDES -: RE UAL TD TH 1yVALVE R E TJ ION QQ 'H : . ;...; W { . ! � 9 - ".,: 5[ it VA UES E E[ .. A Y PRBSSU E CAPACI L 5T D ER F N e u N pR ASSEMBLY AS SHOii(N. ug. G % .. Br m s GENERAL NOTES M i,'o"dG, E ' a01 ¢ w ]. THG9 SPECIFICATION HAS BEEN DESIGNED AND SHALL ggE FABRICATED IN %A W ACCOROANTE WITH a=EDP.EORUIREEENTS OFTItE:FLOBICIF.6UILOJN SEVENYH ED Ti.. Flf2 ))F RUS INSIDE 0.XD OUTSIDE OF THEH HZ, PER SA5201, 20LANDaD3TE5T PRk TOCO LS, CONTRACTORS HALL INVESTIGATE r' a ❑ .. `I 'to I'A/3 s, tNCREARE IN,ALLOWARLE STRESS HAS BEEN USED IN THE GNOF THJJS£YSTEM THE RECORD FaRTHE PROJECT ARCFUTECTJENGINEERrOF ! iRULTU E V ION T S DESI C5U EO L BE: IS16L -CD S R§ NS N S 'SHI L RFN E OF WHICH ATIE SUPPORTING SU CETRAC jOI5 0ESl[dJ wH1CH 0 '' I RE C ORQ1 C .L 8E RATE %TATED BYTNE PERMITTING CONTRACTC]ft REEQQllIRGR Ili SEPgRATE'SITE59ECOA 55AI.E4 ETIOur spArisLLN ER TO DEJtATE FRON LOADS OEFLEtTIWJS.ORSFANS CpNTAt 41 ,Z ag' $' IN.CONTAN IS ENGTNEEIt FOR ALTERNATE SPAR CALCULATI6NSAS n ,L- F ! BE REQUIRED: THESYSTIO4DETAILEDNEREINISGENERICANDDa UCTPI(OVIaE RNATIDN MR ASNEQFICSITE. FDR SITE CONDITIONS DIFFERENT FROM CONDITIONS I D ERE N A LICENSED G DETA LE HEREIN, E DEN tNFEROR REGISTERED ry LL! O'L c . Q O RECT SIIAELPREPARE SI E SPECI'tC DOCU E TS F USE I 1T F MN DR N TNES �� Lu AN 'J"4a - IU E51GN RESS NOTED HEREIN DESIGN PRESSURES NOTED HEREIN ARE -BASED ON MAxLMUM, TESTED. SURFS DIVIDED-T A3.5 5. FETY CTOR. A FA LL PASTE ER -T06E S Na D A fi S EA FE OR GR TERSAE GRADE 5 P _. m � <Y ( J «'U3 ZR LFIR VISE(J1, ROfi QN RE5I5TAN7 MATERIAL AND 3HALLPCbNLALT WIOTTI{H'SRECIFTGNTIONS ALllNafUMSTRiYc:T�JRES"SECTION 7.36Y THEALUNLN UFA ASSOC1ATioN, a f N M1 Q W t4i ,q„ 'u & NaYAPA13LA eLE i6`SERA tT 6TATE, AND(OR LbtA1 CODES.. EL C= D2 ", LL STD 15S. LLB 4G STEEL; A 0.M PAN" MA E 2 A TE D 4 (} I ��. ]] 4 G S TO ASIN1NUM STR31 i]ZED M LJG LLI I ErsA1NELSSE000ATNWRM K5ALDUPLttt L GEO GALVA CGATWG I1f1 n4VMF 48.NU 1. ALL ALUMINUM EXTRU51CNS HALL Us"63-T6 A UMINUMALLOY, .SS NOTED QTHERWIRE. Q TOP & BOTTOM PETATL65NOYfN MAY aE INTERC NANGEP AS FIELD DITION5 DICTATE PANELS MAYBE MOUNTED VERTICALLY OR IZONTALLY AS APPLICABLE. CON ANCHORS NOTED E I SHALL BE EMBEDDED TO CRETE NOT H RE N SNA E Q.: CRACKED CONCRETE ONLY. INSTAL LALLCONCRETEANCHOR$ PER „ FABRICATION r SYSPET4 ERECTIOIJP 9 COtiSTRUCTION )'PAsT34FS BEYOND THAT 'J IC IS CALLm FDR RY LDCA STATE A PE ERAL CODES & FROM n N 4 D DEVSATTDNS DF THIS PLAN. 13, EXCEPT AS EXPR2451Y PROVIDED HEREIN, NO ADDI'TIDi1AL CERTIFICATIONS OR AFFIRMATIONS ARE 19TENDED 'la, ALTERATIDNS,ADOMQNS.DR OTN ERMARMIISTOTHISDOEUMEHT ARE NOT PERMLTTEDAND RIVAVDATE TMIS CERTIFICATION. 77. PANELSS ALL. BEPERMANENTLYLABELED ITHA MTNIMUMOFU)LASEL PER EVERY 3 D FEET, CONTALNINGTHE FOLLOVJINGIN FORMAT ION, VISIT - - F a _ET?I1r J,_. P ,nA NST—AEW;;.E )AP_AE MRAurTIF.wN9s L MINIMUM ALLOWABLE SPAN SCHEDULE T TOP MOUNT ".s s- A g, b$ms 2. k� i � � M 1, �i A la n t, '. -0 g¢ 13 lii, � U $ o � s Tf L ! g � �.. iiJ. 4 -D r- 1' 'H" t 4" 22" 4" a' "d&AW d.r Me4 4° a" a ' t 11 25" 22 2"T' a' 2+'" 2e" 26' F 2 & lesser 9 0" 6' 4" 1 .3" 22" 4" #" 3a'. = 2KD6 SiuA 4 28 20' 23" It,W, 9 " 3 " r1".. N9" �" 3iC it" 33" O au Pt'"F" TrR ' � 24 24" 24" 3!" AB 2A" 4D" 9D- 53" "F' *a.'Uc 25' 25' 3t' Stf fir 52" NQ' 5D' ST iN" 31" K 5.. O S tl. a- W a Mavrx 2P ?Y 22" 1T' 2a° 3rP if" i4 ?2' 2a" 1i' 3 1- PF-- 17t�.i NP,XLI 24' z T 24' °b" Ar W 2TT 4N" 2 4' 33° 53' r"' O 1), H-VIR O' a' 23' 2A' 2S' 2T' 24' P --AL- 25' 2a' M `P'A TDcx 34" 24" 24" 'F 4B" `A" 29" 4a' 26' ,a, 3D" 5B" SWJM ZAII MINOR) 23" 23^ 23` 9r'* a0" 51"' I • 30' 23" 3V TW" 33" "G`TIPM, I :.. 28` I33` 3a" 65'. 3r" 53" 2N" A SPANS S,n WN,tAE ARE HI.P.U. N.Law4S..E SPAN-'+ 8A�l AhVCYH^ .lit PN Or MUUsi,'L' N.P, -ILn CtlNL lJow., A, TM UP, BCIT+3M PANS. LENGirKAN 'Is$ 11"IONS NPTYU IN TAAF W, ANC PIP,E F Arct,e»Aat6 I Ne STSPAW11Y`iMOM WHEN b,xNSl}FNGTv+!$WF.Ar(A TWAN MRT NLTrlA'FYiH Q 5 S.AA:AA710'ttZ,aiItREG Des, I.l E M I i hAFLOI i M off e s w T INP # 1.r CtMAZOUR£$•.t 6V DOLT IN TArwt J4,VJ 5 ,AE, rt BOAS 0AL "fl Am UTACIS S, , U<EO ion.* fLD HLnAa:'2'..1 tm JMS AE Ii 'XOM d;A55 eP PER '-T L F tPJ W OL E rI N sic >'R wm+ov+ P00, a III; e r<eLt erPr � rtaa H a:. f. rr 0 _ mrr ec]L,.. A*fD _x Pufe ', D17rw wIn« anw� 1 . kA3TEiff4S A 2 GP 5i' A L. i :ANels roA SCAN 3E`.MLI V SI � 1 0, flit aA-1aNAt TCIP OF IDTTPM ct:%iURrs GEI I tn DREN1mi YPE§I•ETAii 1. I: �_____ ..iWirti fit THEBe pPtMIKS oM � F A r 4.6ma '�y ry za 8r Qffn=8,"5Zrfa&E3oZ 12a LA=tF N tNSYALL Q� ry ff M iaR � . ❑a AD,i4N%NT W O PANEL 2: % Ctl I'SS aJDEwAU, pOIT OR � jf! MdCMigi# 5CRLY+ 11 K" PIA 11I T wAv, P P '„i 'xtal"M, s P L`D WIN rt.. i .11-11 ;x+tw3!'us -.ewe � OPTIONAL INTERIOR FASTENING DETAIL N N,T,$° I ILaNNL' Rt*- 1 Ain #ip A e :RI.SrON m A EBrr aA V & ZS!: @4,TCM M4UNi'. t w FE As eMezD z C.CM,ry Tw _,. NAEQ'P k. t V W hM 4i LF A: Pr O . w DF G.' Ho,;Ai L:s tt .g S ACI rW.p' DIP WDLlaw 1'LiX'Y 3fE. 4ALUe GTvLN ifY S.wra+PA YAiDDaRf,MING SVa41NCTCWF, Cr FAL"w PANEL A.JACERT 10 fs`IE'a<„ aI OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING o- z K `_E, ' . g' Ikqi 00 iCPI'RNiMTRWYEAE 2y0�y 1 LV-31.e. P 1211 -,.._, N N Ca O }► U N 0 � .� O Q O ca . FM U Ell N l 0^, C O O � W C Q O U_ _ ;�,: N "' O L 7W La P.- 0 I" �� O Hi �.i .- c � -0 . - U) Q � =V- C 'O X O I,f. tY. h Cc ,= y 4/4 g O !II a� -� F i joOD = G d C:) v � ( L' :P ev R y N .= � LJ W 11 C = E6 ? .. J °�.f9 4 Me E c N z, ,.X r ,. 1 - Z I - MJ 2250" 0094" (-Z_SSG" 2250" 7$y __2 _--6660° L9 egad Uu ,c )� 2.250" 6,T50" op z q h sA LJ,h I 0.094" T_ I_rr O94' 61 ; ,1Z5` 61 I. ca t. �625 CN 4 g D,o943 a,o94,. o5a' .tzd' ,D44'I - Diva M,R iaYA _.§ 9 1 -„, . n ifo hi -0�3 91)62^ Z- . -0fi2" - - I 'i. NW V - 7f h n -t n aQBz 930" 93a" '9� '. L 1, �. , �('� 5`' 35. -1 Oil frl 7 .052" ,D62 ryry,, - fi D _ _ 2,090 I^ tl� G6z' TYF w= € L a.9oo e -1 ' a^ M�_�.. 35 .2 Z.OD. � , 50° —I ^ I-- O3O"' � 4, 0 w I� 1 z.0z ' DI 'Wo Uil .12t"..... 11Ha„y "H" HEADER 3� LL' iffADER. aUILO-OUR 'U" NEAUEa {F ed-PAN CLOSURE 5.51U0 ANGLE "? Q W X I"� f, N . LQmI 1,5L 1.510 r•3.380" MAX. Jt "- 0.376" 0.313" 0, 1 ``. s'8N" � -5 I 9,365°-1 4, c' .101, a.g76"-j I- gg52. p - i I 9,179•--f "If.655" QA9pp" D,655" 0.190'^d if _ r r r§t55" D.350 1.007„ R0.1�1 " E, I �12.500" PANEL COVERAGE--+ L I _ , L 0.250" y m I. _` 14,875" PAraELLEN... ",( n mT LC¢- �S,P, .�J�. 9.a5D" a �f'-,' COAG PANEi. 1p l I„ t. y .}I' TiD,A9O" Db9D" "�_-� nReYEtoN o,Dae" piLo a.3ns--1�--� h 20 p,pgO_ILHVHIsrO Rd. i35 IA ';TYP' TYP T P, p,957"... ,Gf[i1 :BUILD-d1T 'r' TI1 A0K T n "_ e. _ (31 1,W. A ED KW li A . r-a XE. ' s 9. MW, LD ?x 037E D ,., y ��_--_.� DIRECTION D rn Y a. -1 IL:+I j�3.000"�O.12S' "`� aa�fsNLLSED 9 � N a. e1 �.f44T8.3i_ ::.::5' P. iI-L.� Z I, .w;.�.-U .1PT .4`!�u ,rR, ,'F•.ANCLE- TRACK-(EX'IEIVD[n7 l-' .y nl � 6, Y � 6 R' R ✓F':N` m �d Pd 1.006" 1 Y. EI Y"<[G=GTEP. S S .. Y I I A'I. II at.11 to ❑ , c, K :OVERLAP D' 2��C2 maw is f 25 MAX. 4 MAX CINtIJFRDLDBUREDETA]L. _ , ; , _". b: MAX.T , _ _' "'[J i�'-.25" MAX, pap 1 P BUILD QU 3, «'I" -nc 10 w 1.91 DI CE r N( -r...f r-FFo � C(�,j,� UI N, ;'N OV IF I'A S AR '`�L,J wnn n I : IaH II , c N.I.ti.Il I.II T I-,,,_ 1,9oa" M19K 11 .AI ` <` h 1, P B :'' EMBED WW r{• - '' 1.QDD" 11 91., CI E.,TE I.F .. _Sr P.PI •.,NeC ^J6 q.. i 3 I ar L 4 �f'., Pf'. E F P. 1 CNERiAP a I -w l+e, J.ssa",N s -r. , .. MAX.- f I, . 4 A. LT r r IRIII I , r 1 t. P', n ... , unit cud I wr�„klnll m ..®. _n 4MAX„ -� 25 MA L r 1.s r �, ,, x-I- DD -.UNri A T .w _ R � „.. ,. x ....,,..,:. MIN .._r, " pp r rtn ria -,, 4"MAX, M]N. >a PLi 3 Wo - 111 I81D" ! e F �rt a<J „n _V 'TT 11 1_- F'� t� •,F az Q n C�RNER, LOSUREDETAIL .,-f _.I _; rr _ .rir..J n, i - Ent E6' � $$ I a a .H rtI K. ., a^.6 Nil - %p ,R41q MDUIIT CLOSURE OEfAIL O-.-R. -r tr. �.e'n B°Bgg t. -RM 3 b rz aHi" ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANELFASIENERS 4 12.5" O.C- LIN HIM M N I ., I I ' - ®MMRMtMMMM®�� E wYffim©Iml=®Mmlm ' 1M®®' ®9=®- EM - - ��®' ®®® " m� '* ° ®I E EM .- ® NEMEMININ M®II ...w, I iS="T,=Y'L•YEI,DiMMW1MffM I ®�®®M®®�®® ® mEF£Yi ®� - ® a. J� % �%/�/UJ//!/Yf//1IIIAI /1%///f�// ,. !�EW/G7%%%/�''VIII61'?y%r."O%/��%/% =Eil�%i/%/.9'�/�,M =YMI3/i/i /ate®� M/,l/ice///i ////1/ - //////�F�'%%�/////i %/J///f �It�'%�l li r �fi°2�®%lull®�riy�iii i _ ®III HMMIMEd9 Mmml= EM®Kmcmumm � M iIM1319MMNM OUMNUHWE�M� RM IBM NNIMMMM nffi�mffiffllm/// ® 0IIIIII1�11CO®UMEMM IF / 3 /4"EDGE DISTANCE f- y ir. M1IAIDENEGN ANCNpR PRESSURE PE P P Tr a ti'API PIP h-N' tiiWViiP IH.SY-II' SRA :LLB ISI. f lit -III' WNN TYPE Gi IC c_3 CA IgQNX TYPE L'i z LONN TYPE t3 V A t°2" EMBEP -33 A t .:X- 41 48 Ec--+uuwuNiwr 52 2 12.5' b0 16 "1 0 ?#' iL5 So,O 16D 7"' 5 135 56. i 7' 9' 6Fi G ?.:.5" 1E D SBA" 8 B iZ S S6:D ls1T 6. ° 12 5' I-o ➢ + E D . N Y2, 5' ] 0 i6,0" 7 S L2 S 16 0 7 6 D" 12 S' 1 7' b 0" 4 12E" 12.5' ]6D SB.D" 1E D 14:7"" E9 E D 12.5 Z 5 16,0 S50 E4 147 SD" 14 7 6 D" Y25 12 3" - iR_. 1e.D i41 6.D" 1E.D 14 fi D" o ,,E - 1 •END¢, h r 1/2' 33 YOODSPAEN 8 t 1 48 32 72 L?. S 1 6.0 16 0 " r _0 I c 12 _ 1'. a9 Li i' ' D" � 12 S Y6.0 N' 6 10 2' USG. ' 3 0 14 1" & 1 12 S' i6 0 9 7 5 6" i S' Z 16.D G ERIS" L2-S" 1115" 1fi 0 ILO" id D 1L.1" 160 9.6" 7,0 B.4 5,6 12 5' 12 5' 12.5' 16,0 18.P 1¢;0 96 3 6" B 5.E" 96 5,6" 12 5 ]2 S' 125' 6 I- 9. 5 6 I'o.0 9-E' S6'' IiLe. 9.fi" „R6 . V4' r 1=17i"[N BED. 35 TAA C. 'CFAs' 41 Vr �L.. 46 T .- t, Si 7_ IL5' 190 160°: 125 Y6,0 L1,5" 12,5" 16.0'1G.2" I 'L25 15 0' 13 3" 12 5' 16.0 9,2" IT S' } 6.0 9.2" 42, S! 76 D. 1L4"' 12.5'I 1 4 9 9 ,i" ] S 2 Ss.a" 9:1" 12.51 12,5" 16.0" 10.5" 15:0' 9d" 12.E 1 6 16.;0" 15,, 9:1" 9 L' Y2 5' 12 5' 76.0' 9.1' ac.¢ 91: SV M , 04BO 3 7 3 ie AIi P[}INI%•AItK\Y 41 4YOOD a$NIRG dB 8 - �D, 62 �A�9 `" ^^^' T2 LL 5' 16 0 H,6" 73' 1zS 15:5 69 S-,ir' ]25' 13.8 S3 45" L2, 5" -Er, 4,n" 59' 125' SY.S 4.6V.I" B23' 12.4 q8 qY" t2.5" 9" 16.4' S_ 5 0 K' 62_ ]2,3' 47" 4A" 6 ,T6" L2.3' 4.7A.0' 12.i 14,2 5.5" -0 T " E, 25" Y23' 4 7 •A" 2E" =3 4A" d :7' 6,t5' ]f-3" -07" 4D S.2i' 123' 4-1' 4.0" E2E' Se:3 4. r" 4.0^ ANCHOR R NOTES: - 1 ANcMOR SCHEDULE APPLIES TO ALL PRODUCTSCERTIFIED FIED HE—REIN,BUTONLW'PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS ANDP E55URES INDIC ATED IN SPAN 'SCHEDULE SHALLAPPLY, Z ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING THE XSTNG STRUCTURE MATERIAL a ANCHOR TYPE. SELECT ' DESIGN LOAD GREATER THAN ORE UAL TO NEGATIVE DESIGN F51 T 0 L{k1 ON SHtfTTERAN65 SELECT SPAN E0. THAN EQUAL TO SHUTTER SPANS LE D E R T R TILT R E CI OII CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (;.=.EE MOUNTING DETAILS ON SHEET 2 FOR.IDENTI FICAA TION OF COFF,JECT ION TYPEt. 3. "' PANELF.ASTENERS"ARE STUDS USED INCONIUNCTION WITH ALL MOUNTING EXTRUSIO N5 'TTRR(DC STUDDED ANGLE ETC) USE fi.25 OC PANEL FASTENER SPACVA LUES ING TABLE AES FOR ALL H'-AND "U"-HE DERS (INCLUDING BUILDOUn ,-ON017LON5 4. ANCHORS SHALL BE INSTALLEDIN ACCORDANCE WITH MANUFprTNRERS' RECOMMENDATIONS: S; HOLLOW BLOCK HOSTSTRUCTURE SHALL CONFORM TO ASTM COO BLOCK 6, MINIMUM EMBEDMENT SHALL nE AS NOTED IN ANCHOR SCHEDULE, 7 h1U EMBEDMENT AND OGEDI9TA CEE STUCCO, FOAM,B AN R V-. MINT M M A E N EXCLUDES SHALL RICK, AND T WALL NIsi1Ec WALL FINISHES SHALL BE LIMITED PrDAS ALLaE. E0.1Ff5D8 OTHERS TO ft F T. 14 M M H V Y HERS ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE - a: CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9, WHERE EXISTING SiRURE IS WOOD FRAMING EXISTING C014DITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE 1MOAGEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD, FASTENING TO PLYVdCi?D 15ACCFPIABLE ONLY FOR SIDE CLOSURE PIECES 10, WHERE ANCHORS FASTEN NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN) WOOD STUD (f" EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE -SOUTHERN PINE" ATER DENSITY.GSCREW ), OU ERN P N IRE -L4 SHALL VE PHILLIPS PAN HEAD O HEX HEAD, to R ii. REMOVABLE ANCHORS ARE DEWAIS PANELMA7E, ALL -POINTS SOLID -SET B BRASS BUSHING 12. MACHINE'9=REWS SHALL HAVE " MINIMUM ENGAGEMENT OF THREADS INTO HE BASE V T i2 ANCHOR AND MAY HAVE EITHER A PAN HEAD, 'TRUSS HEAq.�.OR WAFER HEAD (SIDEWALK BOLT) U.N'R. 13MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14, =y DESIGNATES ANCHMLIONDITIONS WHICHARE NOT ACCEPTABLE USES, 'P S: DIRECT MOUNTING CONDITIONS_ La. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WTTH THE ANCHOR SCHEDULES LISTED CAN THIS SHEET. H 9 Cn a) _c _1__J 4__J U) = CU E_ U) CDL a) -tl-0 U C =) -0 W OL - U (L) L. Cl) M L.W W 2 Q Z Z Q J d SHEET NO. IS 1.5 ........ ", --�-- tt '� �i� - - - - — �^ - % I I I - r IT N I.: IIUi i::M l;,. du=L:.I�H-,- L. I ,��: ' -T , ,-