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Home My WebLink About36410 Well Hill Way• _ _ � is , __ �_ __._ __ — I _ i _ ___ ■ __ .ir ,nmr�r,,..=a.a�+ri �:nn�� i, � I I II rn 3 I M LO F- ;y v v- 0 N 0 0 J co M M i M M_ 1 rh N I PNM t— O N Q J cc I2 i N i r� N C2 0 i v in c ¢ 0 d a 0 x v C J a J a> [Z M 0 N N 0 v 0 0 a N N N 0 v a d 0 rr w x m v ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. 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 SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mir. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt Optional WI or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or 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. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. 07-05-23 8.1 REV. LT BAND TO 12" PER C.M. UNIT -A 1532 INN on 11 M nmill moll moll 1100 1 on on mom No —0 111 1 M NON UNIT-C 1624 INN M IN mom IMENI 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 us EN ITI IEN I I IL UNIT-C 1624 UNIT-C 1624 6 — UNIT TOWNHOMES UNIT-C 1624 UNIT -A 1532 (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 [CONN 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 UNIT TH 1532 1624 debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. f„ I V 00/ 0 .a .eh cr - *N `"' _•ern r o O C 10 NYC Z b % c u- a- N ea y y O fG d W =' Ey c �✓ d O Q cc cc c, 7 A a a 1 � 1 �M CN / { N v • N 0 Ns� To the best of the Eng!neer'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. 9) o gE $ � Coti INoho Cy vtOi J # 0 N <L LL r1 �Lu dJ a o- rNiv� a JLLii a Z z Z mc°'SY) o = 2 wo S -10 C f0 coI VJ w Q c��0' W J W Z M co IC Ci Z 0 IL ILj N U) F-- OU ❑❑❑ Z W 0 Z i� cfva z � S Q CL- — N U) V) z R �- T�+• � t6 ''' W a U O w 8Jift Of N �to N = ) U w m Alillillillillil F J g no jI. z Q y N � o Z< w l> C` Z Z E ao Q E 8i Wo Z® on _ 000 <¢oZ Z�E d � ao a. az wZ i C/J c <� z t° o Z z Za m -j no F aw Z m o� Z Z no W T ? u a mw J o W_ wiz �o ch V Z U3 0 .L r > 00 2 rn m 1-1 N Icc — N CN s L � r I� L C') T T Cr CO T U) Co T H LO += cM LO CN N CD Cn Q r N Lr) T ui N 41 N j iri C o Z Z E O r a E U Q p JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. a N O i M `v o- cn 0 0 a N r` i n 0 0 J ca PM t2 t2 i N N cp I M 1.0 — O t v�i 0 i t� 0 J cD M t2 M t2 I C14 M N 0 i v o- 0 rn Yc L Q M N 0 a a� `v C J d C O v 0 r7 r14 CV O N 0 0 0 a a N 0 N O ti 0 N w 0 z w x IX Q m v a� v NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN T� w c CONTROL JOINT DETAIL SCALE: 1112"=1'-0" • '• . • #5 CONT REINF. SEE FND. FOR ' QUANTITY •:, #5X25"X25" CORNER BAR ONE y FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=V-T CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. e n Qo dd e " o ° d' (4) #5 14. REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL 1 11 BASE PLATE z O M LO 10 AL 5" SECTION A -A M 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 rFM2�4BOLLARD DETAIL SCALE: 3/4" = 1'-0" T-O" x 3'-0" x 14" wl (4) #5 E.W. 18'-4" It 18'-0"It 18'-0" 1' 4" 13'-4" 3'-8"' 1 3'-8" 1. 13'-4" d'-01 '-0% 13'-4" L. 3'-8t1 VERIFY LOCATION OF A/C AC PAD (2) #5's PAD L S3 Z-0" x 2'-0" x 1'-0' 0: w/ (3) #5 E.W. o,o •q►W,MW: Cj CONIC. 55 D1 TYP. @ 2-STORY U.N.O. T-0" x T-0" x V-0" w/ (4) #5 E.W. .® PROVIDE 1 y" RECES SLIDING GLASS DOOF MASON'S SCOPE FOR ® I M I S3 ® I VERIFY AC PAD LOCATION OF A/C PAD oo SE 7-0" x 2.0" x V-0" S3 w/ (3) #5 E.W. F CONDENSATE C-I CONDENSATE �I LINE I LINE 1 I -4" ELEV. FIN. 1 CONC. SLAB 2 o 2 I I Cnj 71 � A" 71 O" n1 O" 71 4 A. n. 4 n'N &1 011 -a" 1_ 1 I _ I I I I I I I I '// 4' SYMMETRICAL T-0" x T-0" x V-0" VERIFY w/ (4) #5 E.W. LOCATION OFPAD AIICC AC PAD L HOSE S3 2'-0" x Z-0" x 1'-0" BIB w/ (3) #5 E.W. cSl CONDENSATE I FF -4" ELEV. FIN. LINE 1 CONC. SLAB o 2 6'-8" 1 T-10" T-10" 2'-8" Z r I — I— I — — — — I PROM E 1 Y2' RECESS FOR I _ PRO DE 1 2" RECE OR — :ERTO — t — I I 3`LZI LAS�UOER. REFER � r SLID( G GLASS DOOR. 6—ER 0 I fH L I MASO 'S SCOPE FOR WIDTH I I MAS 'S SCOPE FOR IDTH I J -�5 co I I PROVIDE LINE FOR io PROVIDE LINE FOR io' PROVIDE LINE FOR D1 I I I D1 ICE MAKER I M I I M ICE MAKER D1 I I I ICE MAKER S3 I I I S3 I I \ N 11 y L M" MIN. 3000 PSI CONC. SLAB FOR 7 7 I I T I I T 11( (1 HERNANDO COUNTY ONLY. 3Y2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL. I I L 11 I VISQUEEN VAPOR BARRIER I I I I I I i I I I I I I = DBL. SINK / 00 I I DBL. SINK w/ I I °° DBL. SINK wl °° C.J. , - - - DISPOSALC° DISPOSAL C.J. DISPOSAL C i I IIII jt=<> I I �> III pI <) II "� Ip I__JL --- I I I IIII �> I I �> III i I IIIL J J11 I I I pl JL JII I I I I I I I IIL JL JII L ---- :J 121-q' 5'-104" 5'-9t' 12'-285" I I 121- 11 5'-9j" PWO I PWO I 1 PWO I D1 D1 I I D1 I I I 14'-6' 3'-1 I I T-10" 4'-2" 14'- 3'-10', I o I— ril 0'-0" ELEV. 10 0'-0" ELEV. I I 0'-0" ELEV. to FIN CONC. SLABII FIN CONC. SLAB FIN CONC. SLAB I I - - C.J. C.J. - - -�-1- 80 - - TCJ. CID GG I I I I I I GG I I GG Ill S3 ® I I 2' @ FOUNDATION I I I I I ( I @ FOUNDATION I I I I I @ FOUNDATION I I I I I I I I 1 '-4" I I 0"' 011 1. 16'-0 6'-0" 2' 0" 1 op `n I Ir_ I I I I ® I I IL iI IL_ iI I I I I IL_ iI 12 I I 'I' I LM (ELEV. APPROX. I 11-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1 112" i k L (BELOW TOP OF — — — EGRESS DOOR - - ITHRESHOLD. FIELD I �I ZIDI (VERIFY K iv I\ `° .HI 7 I H. /I - K - I I m K �" I1 W.H� / I `o PROVIDE 1/2" RECESS FOR ZD S3 I_� _ � �� S3 W PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R ZD S3 L FRONT DOOR. REFER TO �v I I v FRONT DOOR. REFER TO J FRONT DOOR. REFER T v I T MASON'S SCOPE FOR WIDTH 2'- 2'-10j" MASON'S STOPF FOR WIDTH MASON'S SCOPE FOR WIDTH Z-10 " FM24 FM24 FM24 ® OD ® I ® ® I [ I �� I 4" II" I �" i-0' 4'-0"' -0" 01.10'-6" 10'-6" 1 0" '-0" 4'-0" 11 -8 1'- 4'-0" 0" 0" 10'-6" 1—T _ w�E I o 00 -4" ELEV. FIN. I o -4" ELEV. FIN. co I -4" ELEV. FIN. I I I M I CONC. SLAB I I CO CONC. SLAB ( I PW01 CONC. SLAB I ® I 9D I I PWO 1 D1 Xx C.J. � I il�cI .J_ 2 I 1I _ — — — — — z or w o w I in � v7 C.J. C.J. w ( o b - C' _i I I N - _ - + T-0" x T-0" x 1'. N y I I ELEV. APPROX. I� I ELEV. APPROX. I N wl (4) #5 E.W. I o l I I ® r 1-1/2" BELOW F.F. I 1-1/2" BELOW F.F, ® I I o I I to Ill5 I I I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 D, I D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 BELOW TOP OF I I BELOW TOP OF I I I 'T _ = EGRESS DOOR o0 EGRESS DOOR 2'•6° x 2' 6" x 1'-0" I '�' I I `�' I 2' 6" z 2' 6" x 1'-0" I I I wl (3) #5 E.W. THRESHOLD. THRESHOLD. I wl (3) #5 E.W. I q A M FIELD VERIFY I I FIELD VERIFY I I IIS3 — l I 00"SEE = S•3 FOR 1D I . JE RECESS OPT." L = J L--- — N HO -- — 80 IT BIB iV L L N fV S3 S3 (2) #5 VERTICALS (2) #5 VERTICALS HOSE HOSE WIN FILLED CELL W/IN FILLED CELL BIB BIB W/IN Al EDICCELL 8'-0" 1'-811 , "-8" 8'-0" 1'-8"' 0. 11 '4" 6'-8" 61-811 11-81, 81-01, V-13" 22'-8" 13'-4" 11'-4" 54'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 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"=1'-0" N 0 CIO e 3. =e a L.0 O ae e Z C R G.i N m aL a CM y ®p Cie �� eo s +3 M 0 N N 0 E Vviro % ✓•ice �i . CO P ^ No 0 r is OF rj '�fl+di3;1E11�y1 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. 9 8-E S N (� N O C 1r�i a) J rn rc-� U. a ) a a LL ao� UF1 13 J a Z 2 m v o Y oUJm 1W 02- C)Z W Z CD 6 W Z ULMN Z OLL ❑[ Z W z o Q v J_ d � N - LL T <n •U o .W O to �N w c N o U E t 8 I U o � rn • o co g w ch J - o Z Z Q LL m E H ��o <Z. N 14E Q C1 oLL z =® oa F� r0 E 00 ao o Ww a m� o 0 z m� _I mow � 3 ¢ z �0 W C`§ T 3 0< wLL Z o Jz wa .0 �o v =1a 0 3 o f N W ui N I— c� r C V � ee `v r LC7 r r 1 T L O 60 m F— O LO += C'M L0 r o � N Lo C6 N r 1 O 0 Z m Z E yr r_ E .. v c a U Q 0 JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 2.1 J�LI I I . ■ - _ _ I I "l I 1 1 1 _ _ . 1 r 1' ' ■ I .. 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN Uj Ua CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" -'' #5 CONT REINF. SEE FND. FOR r QUANTITY #5X25"X25" = CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. �/p _ ♦ r r . r u r _ TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. a-- n Qa- - - n da. da d < _ C �. e 4Oil a s 4 O _r 4 a a a d 1— d A* e' (4) #5 --- REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=1'-0"' 5x5x3/8" A36 STEEL 1. BASE PLATE 0 �0 5" SECTION A -A �G� 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 KFOM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" SYMMETRICAL 54'-4" 18'-0" 18'-0" 18'-4" X-811 131�11 1_0 11 .-0,1 13'-4" T-13" T-13" 13'-4■ 1'-4" VERIFY 3'-0" x T-0" x V-0" VERIFY VERIFY AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OFPA/CC AC PAD AC PAD LOAD CATION OF AIC PAD HOSE L L (2) #5's L T-0" x 3'-0" x V-0" w/ (4) #5 E.W. BIB 2'-0" x 7-0" x V-0" S3 S3 2'-0" x 2'-0" x V-0" SE HOSE T-0" x 7.0" x V-0"T�gCS3 wl (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. I I CONDENSATE ci c.� CONDENSATE � � CONDENSATE I� LINE I LINE I LINE _ OIL -4' ELEV. FIN. 1 -4' ELEV. FIN. I I 1 4" ELEV. FIN. w A 1 o CONC. SLAB — CONC. SLAB o CONC. SLAB a 2 ; 1'-O" 1'-0' 2 2 S3 2'-8" T-10" 3'-10" 6'-8" I 6'-8" '-10" 3'-10" 2'-8" 2'-8" T-10" T-10" 6'-8" 1' " I ■ ■ Al r/// ® D / ■ ■ ■ ■ r/// ® ■ PR( VIDE 1 " RECESS FOR — — P OVIDE 1 X2" RECESS FOR _ _ _ _ _ _ _ _ r _ _ _ PROVIDE 1 2' RECESS FOR I I I DII�LiMXFF. R i� SLI ING G SS DOOR. REFER TO SLI ING G SS DOOR. REFE TO I r I I I I -- j t 7 9 I I MA ON'S OPE FOR WIDTH M SOWS SCOPE FOR WIDT MA N'S S OPE FOR WIDTH 0 TROVIDE I I D1 ICE MAKER FOR PROVIDE LINE FOR cD I I M I I I M I ICE MAKER D1 I I I D' CE MA ERNE FOR I M I INDICATES FILLED CELL WI3000 I S3 I I S3 S3 I PSI CONC. GROUT FROM FTR. _ TO BEAM W/ 1#5 REBAR VERT. �J 1 I I F\ ii� I lI i 1 r ABOVE SLAB. TYPICAL @ ALL I I_ I T 3 2" MIN. 3000 PSI CONC. SLAB FOR I I y 1 N PLACES SHOWN HOOKED FTG. I l r (I I I r I r I HERNANDO COUNTY ONLY. 3Xz" MIN. / I) '�� I I I I �J` 1 r I r I �' DOWELS 17" EMBEDMENT W/ 25" Ij �J 2500 PSI CONC. SLAB OVER 6 MIL. 1J LL lj EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL I I I I I I I D I I I I I I DMBIS19KJ"/ O I I — — l DBL. SINK w/ I I DBL. SINK w/ DISRIDSRDSAL _ C.J. C.J. _ DISPOSAL DISPOSA _ _ _---,C.J. _ _ III o II 0 1111 1 I I 1 1III �, 11 �� III it 0 11 0 IIII I D1 III` JI— -ill I I I I I I 11I Jl__ JN I I I I� I` Jill I i � �I L— — - I I _ _J lL =:_ I s —=�JL -- _ I 2-STORY U.N.O. 1 11 I, o , 2'-2$ 5'-9" 5'-10� 12'-5�" _I W01 I I I I W0, D1 _ I I D1 to d ED I T-, 0" 14'-2" I l I 14'- I I OL 0'-0" ELEV. I I 0'-0" ELEV. FIN CONC. SLAB I I FIN CONC. SLAB GG s3 I I I I @ FOUNDATION I 2' 0" _ 16'-0 CD IL_ iI ((�I\b 111, �J I I I I I � I I I I iD 1 K io \�� -i iv S3 P OVID 112" RECESS FOR I liROVIDE 1/7 RECESS FOR I 'v FONT OOR. REFER TO R�ONT DOOR. REFER TO -10J" SON'S SCOPE FOR WIDTH No'W§SCOPE FOR WIDTH FM24 D D ® ® ® E -4" -4" I I ' I 10'-611 I 011 1 11 41_Dr1 1I81. _811 41.0■ IO,I 0 11 b I -4* ELEV. FIN. -1 o CO I I CONC. SLAB I I PW01 1 I D U 2 -�- - 4 I I o N 1 �a '� C.J. �' + C.J. � - - - o ELEV. APPROX. I v l ELEV. APPROk ® 1-1/2" BELOW F.F. T I 1-1/2" BELOW Ft IID l I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO MORE THAN 1-1/2" MORE THAN 1-1/2" °1 I BELOW TOP OF I I BELOW TOP OF EGRESS DOOR°? EGRESS DOOR 1 I 2' 6" x 2' 6" x 1'-0" I 'n V, ( I "' o w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. i0 I I FIELD VERIFY I I FIELD VERIFY 00 L� — S3— —i — I Icc I I WO1 I co I I I 3'-10" I 13-10" I I 4'-6" AV—r7 I I r-1 ' ir, 11 o-o ELEV. FIN CONC. SLAB I i _ _ c.J. I I I GG I I GG I@ FOU DATION I I I I I I I @ FOU DATION i I 6'-0" I I 2' 0" 2' 0" I I 16' ;0 ' I I _� I I r I L- �I—rl� I I_ I D I, I I I I I IF- ELEV. APPROX.I 1-1/2" BELOW F.F. I ELEV. CAN BE NO MORE THAN 1-1/2"I — BELOW TOP OFI ■ EGRESS DOOR THRESHOLD. FIELDI K S3 iv ►II I W H L� _ I _ r �� S3 VERIFY PROVIDE 112" RECESS FOR I I �2'-1 o' I R'- OT" I_ I FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH 10'-6" 1-4" ELEV. FIN. CONC. SLAB PWO U _ C.J. I o III ILn 55 I I I " I7.6" x 2'•6" x 1'•0" wl (3) #5 E.W. I I I o J S3 N L N -.1 1 1 1 S3 I S3 (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS WIIN FILLED CELL BIB BIB WIIN FILLED CELL 11--8" 81-0" 11 V-8" 8'-0" V-8" 6'-8" 6'-8" 1 V-4" FM24 D ® D ■ I -4" 10'-6" I 0" 1_011 kt 41_0■ 1_01 -4" ELEV. FIN. C?LO I II CONC. SLAB C.J._ fl 51_8113'-0"x3'-0"x1'-0"w/ 40 (4) #5 E.W. I qu' 55 D1 I I ■ A J S3 I "SEE S-3 FOR q RECESS OPT." '�' J HOSE BIB (2) #5 VERTICALS WIIN FILLED CELL 8'-0" 11_811 11'-4" t 0 i� N ro T-0" x T-0" x V-0" wl (4) #5 E.W. FOUNDATION PLAN — RIGHT SIDE SCALE: Ya"=1'-0" to 0 v aDO Uo 0 W pp 6i M 40 � m PC r a N a - a O O ►. boa, oCV IC e p o'er c 3 0 •y 3 = H Ec A O 0 M N 0 N N LE 1v �. .. . • O CO: No PE78750 '•• _ `�cr r .. F 1�' STATE 0 .;1 0 p�•ta.. 0 ••��G,•G�♦♦ R i��r�ssr \ 5 11H•�-G` %% `% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o eg Q 0 N J y N oco 0 � LL U,LL W C, 2g a a a M LL LL z Z d Y 5 z Z m c °' o 7 c6Nt_O Cow Q o a 0 ; 6 W Z M Z 9 Cn ILW FZ- N O ULL ❑0❑ W V M z N Z $ z v J _ N M V) z vCo � o a1Jl LL T W � U 0 w s V) c a V) U w0- r— J E ® t 8 ml �! 2 Y y U 'o °w'+ c CD Q 0 N • �Q S eo o chi z- z z C M O Q LL E E wO � > N '0 a o U w0 z '® ❑a !— r6 E g Oo � U, O Z o g W M� c i � C: `= Y1z m o Z W) Cn T oLL az � � M j O 11 M J�z W X_ ii cl�o v wW is a �3 o T-- > OO -17 m �— C T T 60 U) .2CN 0 4-0 F— O LO T 0O O LO Q Cfl d" r ui C`V CD d Z N z 7 N E ('� r m c a o ?? v 0 ¢ o c JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 2.2 1 II 11 1 - - 3 v -a4 N co I M v CAI O .o I C) 0 J to rM t2 t2 I N 7 M IV C Cr V) Q N n i C) 0 0 J m M M I iO4 M N 0 En C FV- N N 4 N E 0 c J C 0 v 0 a> LZ: M CV N 0 a 0 a N N 0 v CM d 0 w v v to 0M F. FL. OWNER'S BATHROOM SCALE: 3/8" =1'-0" O 60 BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH lx8 CAP & 3/4" PLYWOOD �� CASING (AT2nd DECKING FLOOR ONLY) A-tF. FL.U// - - - - - - - - \�--- WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20X38J 18JX37J S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20 X 72 18 7' X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x371 S.H. 1114 27JX501 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 1116 27JX72 26X711/2 S.H. 22 37 J• X 26 36 J X 251 /2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DRYWALL 1 1/2" MIN. CLEARANCE 17 1 1/4" TO 2" DIA r HANDRAIL NO 15 LESS THAN 34" 14 �� NOR MORE 13 U THAN 38" ABV. 12 TREAD NOSING li"""[�110 HA NT. HAND RAIL w METAL HANDRAIL BRACKET BLOCKING AS REQUIRED 2x STRINGERS 4 TYP. STAIR SECTIO SCALE: 1/4" = 1'-0" 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 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow QlS4. 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 (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB �NEW OMM now ::: OUTDOOR ::=. ::: an on H.CONCRETE : ■4 :: :�� Q O0 H T 7'-11" 5-SH 2468 REF S-2" 6'-7' I 00 O C 2 = © M I w to DINING N KITCHEN I z 1 Q 9'-4" FLAT CLG. 9'-4" FLAT CLG. ® TILE TILE I SINKw/ 1 D/W DISPOSAL F---� I rn L___J FLRG. LINE -------- 16" CNTR. AT 42"-� ;n o r A.F.F. 1/2 WALL AO N CAPPED = rI UP J�__J GREAT ROOM 9'-4" FLAT CLG. IM CARPET -- 13'-8" _ c F - GG CO S3 o rA c=n 1 N 2x6 WALL 6'-8" 2'-8" 4,-4" *NO UPLIFT* _ Q _ S4 - - �,-- LU N FLRG. LINE _ -_ __ -__- 0o �{ �p- N H 1 f V V f"t _ I CV TILE CV I ff7 N lJL • FOYER �2868 9'-4" FLAT CLG. TILE T.O.M in 9.-4„ O 21_6" O3068 BUILDER TO PROVIDE APPLIANCE 2'-0' 4'-0" -0' PROTECTION I WHEN Qo 2' " 4'-8" REQUIRED PER EN Y CO 9'-4" CLG. A.F.F. u, 1-CAR ARAG E CONCRETE - - - - - - -_ - 9'-4" F T CLG. y 13 ® rn CONCRETE f ■ha ■ o O0 � N STONE sO VENEER 16" SQUARE o *- CMU COLUMN in _ r--------- ------� I 00 I s2 I I I I ■ I LINE OF 2nd STRY. ABV. I- t - I **NOTE00 * I sop I BLK. WALLS RE 8'-8" TALL FOR "A" NIT 5'-8" = HB i FROM FRONT OF 50 GARAGE LO K I TYP. @ I I S4 GARAG o N 14 8'x7' GARAGE OOR D1 STONE 1'-4" 5'-8" 1'-8" F-0" 1'-8" VENEER 7'-0" 11'-4" 01 8'-8" 18'-8" 18'-4" T.O.M. T.O.M. 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=1'-0" OP io ;o Zo 0 in 0 BoO FILLED CALL LEGEND N 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) I� 10 01 7011 Elm C111>04 4 c>04 o 4-411 50 10 - (--06 CD A cq - to 3'-4" 12'4" 3'-0" 1'-4" 1'-8" 3'-10" 5'-0" 3'-10" 2'-8" © O MOD 25 SH MOD 25 SH ( 39" x 59") (39" x 59" ) EGRESSI EGRESS 0 00 'OWNER'S 55 BEDROOM D1 8'-0" FLAT CLG. TYP. U.N.O. ® 1'c4 I CARPET <V o I - OPiio o 1 T-8" io io - ® M.C. ----- R&S O. BATH I 22"x36" --------- 1 8'-0" FLA CLG. ATTIC _ I CAR T ACCESS /;�/ I C I N � � � FLAT CLG � � � _ N iv I N I � ICARPET I� PW01 LID] I _v_�TYP. --- R&S ----J O I cv M 2868 5 f co -_= I •d• 7 iio in TO 00 E .. __ � 8 cD 60"x 00 N AHU r o0 WER PA N IF: 10 R/A I I 11 rn 5' 114 3�� LOFT 13 0 8'-0" FLAT CLG. 14 � - 00 � CARPET I 15 00 j N I I 16 '° I I I 17 in I I UP 1 T A.F.F. L-I b 1/2 WALL CAPPED = 5'-4 1'-10" (V 9'-6" N M - O 2668 N BAT � 8'-0" FLAT CLG I CARP T M.C. - 1 WIC . I 8'-0" FLAT CLG. CV I CARPET 266$ p� Zo in I - ----- ---- M BEDROOM 2 R&S 8'-0" FLAT CLG. ■' ' _ CARPET MTa G.T. O0 F.C. FOR ELEV. 2023 & 9 MODERN ELEV ONLY. DOES NOT APPLY TO - MOD 25 SH STD/LT ELEVATIONS. (39" x 59" ) EGRESS 3'-8" o o10 lot ? 7'-0" 11'-4" 18'-4" as ri 2ND FLOOR PLAN -UNIT-A 1532 `-10 cb 13 :15% 11 0 LL0 111313 9CD 4-1 1 CO ampco ) WW X Will C 0Co 5 CN =CN 3 SCALE: is"=V-0" as ri 2ND FLOOR PLAN -UNIT-A 1532 `-10 cb 13 :15% 11 0 LL0 111313 9CD 4-1 1 CO ampco ) WW X Will C 0Co 5 CN =CN 3 SCALE: is"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" ® +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH wilii� NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4' A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. O ` N c � o ? W z7mK y C LL O. Q � N Y • E� 8 .� a 3 � •o w m � m c Q >= G ro o M N O N v N 0 � .E N ••No �• P J U r z BP LJ F.FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'4' BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND N3" FROM EA. END. 4 F, _4 r\ OWNER'S BATHROOM SCALE: 3/8" =V-0" 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 (AT 2nd \ \ FLOOR ONLY) \ 3/4" PLYWOOD \ \ DECKING \ F. FL. \ 18 \ 17 \\ 16 \\ 15 \ 14 \\ 13 12 11 10 F. FL. S 0 co FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X38J 18JX371 S.H. 14 20X50J 184X50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20X72 18JX71} S.H. 11-12 271/4X26 26X25i S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27 J X 63 26 X 621/2 S.H. 1116 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 } X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J 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. DRYWALL 1 112" MIN. CLEARANCE BLOCKING AS REQUIRED 1 F. FL. 14'-2" 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 31/2" TAPCONS . 16"o.c.AND HANDRAIL DETAIL TYP. STAIR SECTION 3" FROM EA. END. SCALE: 3" =1'-0" 2x STRINGERS HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /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 5 4 (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. \ U Z CONT. HAND RAIL U ug Z itBit : -a 00 LZ MW 0 cc ' Co CT 0 U)CNJ 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET 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 'Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 13'-4" -8" VERIFY AC PAD LOCATION OF A/C PAD HB -------------------------- OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o co CONCRETE iD -0" 16'-8" 6'-8" 3'-10" T-10" 2'-8" TO 6068 SGD o' ~ 5-SH © LREF 2468 BF 5o I eo `° 8'-3" 3'-2" 6,_7" I O O O T DINING N _ I KITCHEN W I r 9'-4" FLAT CLG. 9'-4" FLAT CLG. 0 TILE TILE < I I 00 I SI NK w/ I 00 io D/W DISPOSAL I tO I I p 0 r•---� I I L - I FLRG. LINE _ _J_ - - - - - - 2x8 WALL 6'-0" 8'-4" 3'-8" 16" CNTR. AT 42" ' A.F.F. 1/2 WALL io CAPPED r XA II UP 2 I 3 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 00 14'-0" _ 7 00 cD o 9 PW01 D1 10 GG 19 11 TYP. S3 12 2x6 WALL U) 7'-0" 2'-8" 4'-4" o U) 00 _ _ _ 00 CO *NO UPLIFT* Z_ _ _ PWO1 cD FLRG. LINE _- Q 'o oo'c7PWR D1 S4 N-�----- " TYP. N fV � "� u_ TILE FOYER 9'-4" FLAT CLG. �I 2868 _ . TILE 00 00 2 00 co 9'-4" N- T.O.M. `t Q q iT 7'-4„ 2'-6" 3068 BUILDER TO PROVIDE © APPLIANCE PROTECTION o WHEN REQUIRED PER FBC 2'-0" 4'-$" 1-CAR ARAG E 9'-4" F T CLG. CONC ETE ENTRYOP _ On 9'-4" CLG. A.F.F. o N Cq CONCRETE to 0 r- - - - - - - - - - - - - - - - -i I I oo I I rn "' I I - °O 0 j TYP. @ j 0 Cl) 60 I GARAGEEq 1 I I - � N CV ffil (V nnno IIIF ® 01,"71 r_AOAr_c STONE VENEER 1 6'-8" 1ST FLOOR PLAN - UNIT-C 1624 SCALE:Yd'=1'-0" ----- -- ----1 2ND FLOOR PLAN -UNIT-C 1624 SCALE: 4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 C�D +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 © 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 SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" liiiiii�iiiiiiiiiiiiiiiil • •En MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED 'R E 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. e•� flat o � W 11 L - - —1 i i c 1ST FLOOR BUILDING PLAN SCALE: X"=1'-0" M N O CD o d 'O } W O C% Z a i o a eo LL C N C M O s N 'C Nco Q rd. N Y d N CL.= G 3 m c E o a W 0 M O N N O ```,��II111iJiJi L F t4/, G E N S VC••' i +. o .. ..-p: •cam. 9 STATE OF •' '�'� •'A,�. O ONM- f 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Aff W Q E . w N 8. 00 O �Np J cq 6 O O(0 # l l (nr'�� LL W Q LU Cn LLJ a- a U- d Y z J u- rSi z o� Z _ t@°' a8 0, Lu — O n m 0!a W IL LL V) . p w z o ❑❑❑ W U' 2 v Z N � O CDZ Z r; Q J Wv) d � n c+Ni Z U o . 0.� O C� IN V) w o c "' U L.I.J J r-- E g z� Q N O J N Q W Z M O . z g LL zo K >N Z M--0 .'0 Z ® Co rD O E 00 o ro wo auz O GO 6 C ¢z OV m0 ~O Z Z m � J h m Q W 5 p 3 <b g zz a 0 az N r WCj O OD <0 � � yz F� 3 o w M ZQ a 0 t_ U3 C N W 2 M m CN F- Ci) r � N CV) L CO r Lf) T Y U CD CD 60 T V) '^ in T p L0 t:M LO rO Cn N Ln CO 1 d r ai m N O o Z Z E O 4 r m a E U C JOB NO :23-13131-13136 SCALE: AS NOTED SHEET NO. 5 n I ■ I 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=1'-0" th N a ` N Gfl m J L O LV L. .T Z ©I —co c cc Cj — m x c "' p- O G L- tn�CV � N O ca O CV Y W o L 2 i.7 CI C � O d V L. O v.. M O N N O `,��111111iJfJ,�I LE O��•'�G•E�N N0 PE- 750 STATE OF W� �. S •. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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 W d E $ N Q 8 N O Nr N m ci O J � � 0 ;n� � 'm LL LL Q LL wa U- z z Z'ac co O 0 0 t coo 0Few C� m LLr` 'r. b N Q 02 M z U �n N U (n I- Z o� ❑o❑ � z o z a Q CZ � N U) M N 'S ' J LL (1)(00 � W W Q m U 2 0 s c N 3 E Y� w ~- — E L RigU (-) c CS0 Q 0- • �Q N O J W co M CO a E E: V ca g LL z '¢0 ¢N 2 oa !— fD is coo oo z O E O CD � zo a r 0m¢ t L QZ t W Z K C/) C ¢ o 2¢ OO w m 0 0 z m 5 ¢ a 4W 2z r� o� go az W O wLL � r� CO �z w i3 PO J F 0 0 `r W zzla a 3 C o T >00 T rn N Cfl r GV L CO LM T� r � r O 60 T U) In T �— 0 LID C) ui 04 < N LO 7 Q O z r0 z N E Q y r ns a E U � Q a � JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 6 0 ■■■ MEN ■■■ Ion NEI on 0 —1] IN ON c CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 9„ 0 74"'N KEYSTONE DETAIL, SCALE: 1/2"=1'-0" NJ I Sol MEM C� �iii1 � : 11M11M0" IN 1 :• 1 ■01 � 1 A WATER TABLE DETAIL SCALE: 1 /2"=V-0" _ e Q - MOD 25 SH 4 MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Q T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o Z MOD 25 SH 4 Z F.FL. 16" BAND—\ I N 2 N _ - - - N - - /-16" BAND cv ��-� N 5 /-16" BAND F.FL --/_tt�tttntt�t�tt1 /- won=11111111111011 ��'�t�rtt�rtttli�rY��tsr:V tti Mimi t. �uM•M•M M7 UNIT -A 1532 12 4.0[ FIBERGLASS SHINGLES — ------------------------- --------- ----------------I TEXTURED FINISH e 9 TEXTURED FINISH I I ❑❑❑❑ ❑❑ I ❑❑ ❑❑❑❑ I ❑❑❑❑ ❑❑ I ❑❑ ❑❑❑❑ ❑❑❑❑ 1 �o ❑ ❑ �� '- o1❑❑❑ ❑❑ ❑❑ ❑1 ❑ ❑ ❑❑❑❑ ❑❑a❑ ❑❑ ❑❑ I Li ❑❑❑ ❑❑❑❑ U00 o -- -- -- -- -- ---- -- -- -- -- -- - - I -j -- -- -- - --j- -- F.FL 3068 DOOR 3068 DOOR 8'XTGARAGE DOOR R'x7'('A A E DOOR 3068 DOOR-::3 TXTGARAGE DOOR TXTGARAGE DOOR A UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 1 g UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" 12 14.0 FIBERGLASS SHINGLES T.O.P. _ - - _ T.O.P. HDR. ---- -------------------------------------------- - - - -I------------i---------------�----------- -----HDR 00 O80 O o co 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 F.FL. ---- --N� -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- ---- F.FL A.T.O.M. _ - - _ T.O.M I I I I I T TE TURED TEX URED FI ISH FINSH FINI H iT JITURED � I I I I I F.FL. ---- ---------- ------ --- - - - - - - - - ------— — — — — — — — L — — — — — — — — — — - — — -- — — — — — - F.FL� 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c ct� 0 9 W Q = A V CV w:LLLX N C d �-ao.0 3� d Q Y C = C o°a eJ 3 cc .o�. °' CU in 1-)CD2. += o H Qa a � o z v 0 M GV CN N N 0 �`tttttttttir�� LEH/k, , ENS . Gy.., . i� GDP 0' No P 7 ' ' 33 STATE ' OF '•�-- 441. •��FS�� O R � U ��j;��`` �'f��s ttt�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. W Q E So N O C 8 N CO N 01V O J J to 0r�� w a cN� v � w a a J LL ti a 41 C7 z Z6 0 v o15 °OR t" tro MGC14�2 _!ftI W r°n�°'�'°' J z L9 7' w N M Z F 0 co OU ❑�❑ Z W CD Z N c•� O z zo v J — a � E3 - N V1 2: cc S` f6 C/3� w �a O w s to � f6 ~- U g .. J EPffi 8 ! _ $ z _❑ U c 0) m Q Y • �Q N t9 o w M M Z 4 0Z Z _l L.L. o zo >m Zo `__® a E v o0 w? t— Mg 00 E �,� g` .Z Zo d <=wz O en ro az m0 z� Za= J 83 a' 0 aZ ° W co o < LL �w k m �0 M ~ Q O v r zIa 00 3 c > 00 ai rn N F- CD CV L Lc)Co i T T Cr U O QD m T F--- p LICE I M L0 N o M Q T N Llt 7 CD t r 6 N O o Z M Z 7 E N ID `m c a E v � a o JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 7.1 T.O.M. O T.O.M. — — —� HDR. ---- 0 aoC) Co 2nd F.FL. CLG. HGT. T.O.M. --- AT GAR. rng 8" FRIEZE — BAND oo bo _o F.FL. _ — S�� SHINGLES 12 __74.0 ----------------------------------------------------------------------------------- TEXTURED 13 SH FINISH 13 SH ---------- HDR. TEXTURED FINISH O 00 35 SH 25 SH 25 SH LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" SHINGLES — — — — — — — — — — — — — — - TEXTURED 13 SH FINISH 13 SH �— — — T.O.M. ---- HDR. 0 o ao — — — — _ 2nd F.FL. — — — — _ CLG. HGT. T.O.M. AT GAR. 8" FRIEZE BAND ip 0) 00 _o F.FL. -------L-----=16"BAND---------------------------------------------------------— — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR. -------------------- -- co _ p TEXTURED '- 10 o FINISH 60 0 25 SH 25 SH 35 SH RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" T.O.M it 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. r uovering 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 r(h +O o N r, C=' v o Q +d+ N 0 L m �o N a- � E A p a � w M O N v N 0 LE V',r % ��,'. GO•'��G•E•NSF. • No PE787 ' .tit • ;.� STATE OF • /i. 1 I`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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E O N 8 J Loa 0 5 U) LL LL 0 0 �04 0 , 0.d Q LL ii a y J Z ci _ Z Z •�°' 0o L (6 O �. 7'c N O m W Q J Z N MZ U F Z O U ❑0❑ Z W z N M — O 00 z OD z I? v J — N N z LL LU w a O w s N Ly N �c/1 U) u, J E L airU f z I c ._ U (D 0 � N d e �Q sd o Z w M J 0 o � Z LL o Zo > ry Zo Z® a � CJ og f— ffl _ p g0 ¢ 00 o 0 < Z CO L 0 0 a Z W C <z 6 .0 Z �z Z QJ m v 5 J tim a " aw Z Z az f� �� LL W m �� E �- X o w `< X0r i0 v $ z l< c o T > W c� Cfl T N M L CO LID r r T 00 r— v) m r CN O L) � T o O CV O c6 O o Z M Z 7 N E O 0 T7 M a E 0 16 0 � Q p 3 JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 7.2 r 1. NON -VENTED SOFFIT SEE DETAIL 551D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE \12 4:12 I� TCH 4:12 IC 1 2 N F- T FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT nrilil 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 551D-1 FOR SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE I BLOCKING @ EAVE 2 - - - - - - .4.. N= 7,/, 2 - - - - - - .4 %, N= 2 - - - - - - N= 2 - - - - - - N= �� F_ FL a a D1 D1 D1 D1 N_ = F -- N_ = -3- 1-- N_ _ __;I:F ? _N = �r 1-- E: d d d FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH I DO NOT BREACH DO NOT BREACH DO NOT BREACH 4' OFF RIDGE VENT 4' OFF RIDGE VENT 12 4:12 - PITCH 1 2 SEE DETAIL 55/D-1 FOR 2 INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 - - PITCH SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT 4 OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 PI CTPI CT H - ----_J SEE DETAIL 55/D-1 FOR 2 INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT 4'OFF RIDGE VENT X OFF RIDGE VENT 4:1 4:12 PITCH 1 2 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 4'-0" 0 2 NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE N =/4:12 N v 2= a 4:12 PITCH � 4:12 1 1 = PITCH NT - T I FIRE RESISTANT PLYWOOD LOCATION. 2 DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT L NON -VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND =7 7- - - ROOF SHEATHING TYP. _-_-_-.--_ 2x6 - = SUB -FASCIA EXTEND THE (2) LAYERS - OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA r 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 4uced to 1/300 provided that at least 40% but no more than 50% of the required.lrentilation 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 br highest point of the space, with the balance of the required ventilation prided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer pecifications) a OFF -RIDGE VENTS 138 PO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided dbe to fire protection, the contractor shall use the following approved vents: a LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. *Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear R. of Deck -Air Needed) FIRE CAULK EDGES _ AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB. 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 Ridge VentAml (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 (See Elev) 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 2.0 276.0 (Zone 3) 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 108 104 15 52 4 26 0.0 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 Rearing Wall Rating - a HR Nanhearing Wan Rating - 2 MR This design was evaluated using a tam design cnathad ather than the Link states. Design Methad fe,g , Working Strass Daslgn Mathad). Par jurisdictions emplaying the Limit states Design Method, such as Canada, a load restriction factor shall be used - see guide Sillily or BXU nt ■ Indicates such products shall hear the UL or CUL Certification Mark far to risdietkf ns employing the UL or eUL Certification [such as Canada), respectively. 7 W 1`f7 o .0 .7 'C "-1 ;,1 (P�i•-j +�;( , i S .=1i, `•".."---` ,"'•-•�I,! 7-5' MIN. e ` I t�J ' -. tGglli.'�tip•-to.. 4 T t T erotri2CD14k $F£pft 1. Concrete Blacks* - Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manuPacturars, 2. Mortar - Blocks laid In PoII bed of mortar, nom. 3/8 In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated Ilme (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 appted on the face opposite framing to achieve a max. Classlfication of 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], water repellant vermiculibe masonry fill insulation, or silicone treated petite loose fill insulation add 2 hr to classification, 5. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in, thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP - "Energy5hield Pro Wall Insulation', 'Energy5hleld Pro 2 wall Insulation', Energy5hield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS i WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ° CI Foil Exterior Wall Insulation" and "Enverge " CI Glass Exterior Wall Insulation" HUNTER PANELS - Types Xci-Class A, Xci 286 RMAX OPERATING L L C - "TSX-8500", "X-8510 "Thermasheatti-XI", "ECOMAXCI", 'Thermasheath-3", 'Durasheath-T' THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation,, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Parcel, Thermax Heavy Duty Plus (HDP) and TUFF-Rr ci Insulation 5A. Building Units -As an altemate to Items 5, min, 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. RMAX OPERATING L L C - 'Thermasheath-Si', "ECOBASEW, 'Therma8ase-CI" * Indicates such products shall beer the UL or cUL Certification Mark forierladktlone employlop the UL or coL Certifkatlon (such as Canada), respectively. Last Ugdated on 201"4.09 GA FILE NO. ASW 0810 PROPRIETARY* 2 HOUR 65 to 69 STC FIRE 1 SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type x gypsum panels inserted between floor and I y ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NLO) `',. f . A 314" minimum air space must be maintained between steel components and - _- - - - - - - - - adjacent framing (as indicated by dashed Ones 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 or 1/2"type x gypsum wallboard NAILS EA. END BETWEEN screw attached to the steel components. £ i TRUSSES Sound tested With 2 x 4 stud wail faced with 112' regular gypsum wallboard each side of assembly and 3-112' glass fiber in stud space on both sides. 4'-0" FROM SEPARATION WALL, Height limitation 68 reef. -- SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2" (Fire) PLYWOOD. BLOCK MUST BE 11-314"(Sound) "PITCH CUT' SEE ELEVATIONS Georgia-Pacific Gypsum LLC...................................... 1" DenSGlassg' Shaftliner ( ) Apprnx- weight: 9.5 psf TO PROVIDE AS MUCH CONTACT Fire Test: WH1495-1290, 11-is-94; AS POSSIBLE TO UNDER SIDE ITS Design GPfWA120O4; OF ROOF DECK. ALL JOINTS WH1495-1295, 3-1s95; AROUND BLOCKING MUST BE WHI495-074360744. CAULKED WITH APPROVED FIRE 1-28 & 30-w; CAULKING. ITS 3160814COQ-p02• UL R2717, 04NK03115, 8-118.04, UL Design U373 SEE PLAN Sound Test: RALTLI0-291.8-31-10 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) es - ' O W Z ci a i o C t0 VtV m .o a•x .✓ C W Cl_ = R o rs Q •..N]C as cU 3 a�c at � ,.-s-aC To d at �-> co d 1e C �o a � 0 N 0 N N 0 tLEO 1 u E N�i NO PE7 750 w • • x STATE OF Wa S'/0 INA` > f�drrrttlr��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. 61 E. o E 5 uj ik _'i 0 , e W �Mv fA 2s , a .4 Ors Q z Z c rn � @ Yss O D.° L > : j t6 NCO m U, Q (n2mo J z W_ Z cr) N Z C)U = hD ILW IIIIIIII,� N U N F- 60❑O❑ Z C9 ; r Z N M z � 8 Z Q d � - N M V) C9 0 W O � 'u iv 0 L.Lr p L N �! =D N U) c (a r- U wE = t 100> .12 c U ao Q 11 N s C:::,f ¢ z M 4 ZO R __Jcl� cd E o M < S a p E U oLL z z0 oa H rd E �4�z � o Z to L <o WW �� rn C< C:o 4 o U W m0 Z Z m f°m aw z 8 3 0� oLL go a W y 3 cow o w� >° 5 Oa03 c o T 00 2 f0 N CN 1 L CoLO A 1 � r T t T 60 T VJ m T �-- O LO M L0 -0 T O Cn t N LIB CD F r ai m N u; O 0 Z z E O r m o a; JOB NO :23-13131-13136 SCALE: AS NOTED SHEET NO. 8.1 3 -v, �r N cp I M LC•) v o- 0 N I 0 J t2 r•M 1 r2 M 1 M N d- N CD I M LO v v cn 0 .a .a N I) 0 J (O M w2 M r7 I M cli 00 O v o- c/) 0 Q 0 rM 0 v d E a E 0 x 0 c c a c 0 v U J a� LZ C14 0 N N O 0 0 a ro cV 0 N CN N 0 v 0 r-1 W Q Z W Q m v t, SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN - STANDARD STD SCALE: Y4"=1'-0" CCA 09/24/2020 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6-16d x 31/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 - 10d x 1117 14-16d x 31/2" (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 - 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 - 1 Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -1Od x 1 1/2" RT16A 1025 900 9 - 1Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 wl (1 "x " SOS WOOD SCREWS AND 2 1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 ozw9yMOD SCREWS 4) 314" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLT L VGT R/L 2225 1600 (16)1/4"x3" SDS WOOD SCREWS & HDU4-SDS2.5 w/ (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) -1 Od x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 -16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 -1Od x 1 1/2" MTW12 [ 965 810 14-1Od x 1-1/2" S VGT - M* 4940 3555 (115/8" ATR EPDXIED w/ SIMPSON I I T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or 52 16d SINKERS 0 FRAME U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060 M 4080-F 3500-M 3510-F �22PLY) or (60)ASINKERS10d x 3•11/4SINKERS @ FRAME LUGT2 3310-M 4040-F 2920-M 3560 F SCREW -BOLT or (64)10d x 3" @ 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 1 605 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 WI 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES.R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft 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 1 -60.99 -78.58 r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: Y16" EXP. 1 (24/16) or t%' EXP. 1 (32/16) ( TILE: fY32" EXP. 1 (3�'16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS " 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%2", 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 a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. NNM � N CD � � m Z C f0 V M 'o m K a RLL. 0 so -=e'mZ Q .m.N N 3 = a, Y ar CL a� CD 0 ea 3 3 m m -s o . w ,y a N C •a G � � o a w 0 M N 0 N N 0 LE ry kp ., E�NSE• 11v i •No PE7 75 k� :* • jz :. • STA E OF *��u: � s R 1. IN A 'ffffi11111�� 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 seal. to F E N r N N Ol � C w 0 j 2 to r ^ LL W 04 Q 9' LL LL a O z Z — O 0 0 t ma o t«Q o r_ JkW IW Z N Z O F 0 O U ❑❑❑ Z W U z N M — o z o � Q v J — a � N cn U) V) z vall U o y_ , C LL '� • LU p a U O w $Jim L✓ N 1 yo v I g A RsU) U a w ro L U o � — • 0 Q W N ODD Jz w o Z a g LL Ei zo w'z >N <� o E 0- Z® o a c0 F— r0 E ( a g0 0z w ¢ Uo �z 0 z c4 aaz wz ¢a w mg zZz J ¢ aw z can " 8a ao W C) 2 �0 �w yE � 10 c zla o 3 c > T I ci 0) N I - Co � CV M L Co T T_ T t-- T Cr O 604-0 m CN 0 LIB a--• M L0 CN CD N L6 G6 1 T ai r__ C\V CD o Z M z N E O r M a E c0 JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 9.1 1UNIT-A :1:53:2] �1UNIT-C 1624 1UNIT-C 1624 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 31/2" 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 31/2" (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 - 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 -10d x 1 1/2" RT16A 1025 900 9 -1Od x 1 1/2"& 8-1Od H FGTR 4725 3400 w/ (18)1/4" x 3"SDS WOOD SCREWS AND 2 10 x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) W 3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HT75 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT45 5795 5/8" ANCH. /(26)10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLT L VGT R/L 2225 1600 (16) 1/4"xYSDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"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 -1Od x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 (16)114"x3"SDS 1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8N5" TITEN HD (2 PLY) or 52 16d SINKERS FRAME 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)10d x 3" (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080 F 3500 M 3510 F �22PLY) or 60)"10d x 3-14&SINKERS @ FRAM TITEN TURBO LUGT2 3310-M 4040 F 2920 M 3560 F SCRIEW BO T (10) 1/4"x3"DEWALT or (64)10d x 3' @ FRAME "X" HTS 20 1415 1215 (16)-1Od 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 1 1010 605 12 -10d x 3" SPT24 1090 12 -10d x 3" HCP2 1 590 1 510 1 12-1Od x 1 1/2" HHCP2 680 595 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 03-14-22 LOADS — ROOF = L / 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 (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 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 CLADDING WIND PRESSURES AND SUUCTIIONIS GN FORM AN ROOFOMPONENTS HEIGHT 15 5 ftND ALLOWABLE RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r • HIP -35.94 -49.57 -49.57 -49.57 . 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 0 Q SHINGLE: %fi' EXP. 1 (24/6) or 1%2' EXP. 1 (32/16) TILE: 15/32" EXP. 1 H/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS " 3r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1 Y32", SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2cY2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN — STANDARD (STD SCALE: )/4'"=11-0" CCA 09/24/2020 era N .r• � o ;a '! W ZC3 L ." u ati o V N m iC .. _ LA_o N 10 O L N -p N t Q w tV 3 ca E � c 0 m L iv y o rx = a+ 1= �= a N d = E o � v >ti w C*7 N 0 N CV O 0 f, ♦ .• No PE7 750 •� ST OF �•+U: ,� 0 R 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v) E P cq Q � P_ 1 0 Q LL LL z 0 Z t v O �• j (p N M LL "j � N Z < = �n N U rA i- "= O U ❑�❑ W o z Z o � v a � A M Vi Z o C1 fy U_ o ro � ro w W C U $ 0 wLn Ln C m I1('/11 U jam w = m$ ® I z U C .0 Y Q C N I� o Jz M0 o z � co E zo o a p U wz F� _ E �0 �r 00 O U o¢ z d w p w w C13c <o W� z m j maw z W oLL m w 00 N 3 o ¢ w14, iI° A a� 03 c o T 7n W M�/� TT rn N � � CD CV cN M t\ LO T T s r � CO VJ m T I— 0 LO CIO LO 04 CVo CD C� � Q N L.0 ) CD r Z N C:) o Z m Z 7 N E Co r ct! 0- E Co o m U _j Q a c c 4) JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 10.1 W�lu 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 FqF W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE © EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I HE I B( I I LAV 1\ I TUB/ W/C SHOWER 3" VTR �L I I I I I I OPT. LAV LAV I I tj W/C ILI SHOWER —3" ` end F FC STUDOR �R VENTp '' Y11 DBL SINK L W/ DISP. LAV I W/C z.l 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 st 10 KW at o 1 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 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA t 200 AMP • rrr� un ui 1 �0-200 Aly P I IT/ —Serial Cable C.O. 3R Power Co. Feed #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. <�j,�`� FAN/LIGHT v GFI \ GFI r I I DINING I I I I KITCHEN I� FI 0 rGE1—j --- GFI � --- SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M � II I \ I GREAT ROOM <A\ /,>ROUGH -IN\ FOR OPT. CH FAN/LIGHT , I / UPSTAIRS 1 / rVYf` FOYER I I I I DB ENtRY 0— LIGNTAS UO WFI& PER SPECS DB&GFI TO BE ALIGNED VERTICALLY / LU H \ LU Z LLOLU CrV� >0m GFI @ 44" ` W.H. A.F.F. ' \ 0 1 I I GARAG E I 1 GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J LU bZ I I F a I I Oa I N � I w I Dw I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS F— 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. OWNER'S BEDROOM �� /�>ROUGH-IN f FOR OPT. FAN/LIGHT \ S.D 0. BATH BATH 2 "'�-17 WIC _ \ - 1 I L---- ------ L -----------, I I L V JW WC I V�M \ II II `- I LOFT `i C.M � S.D I I I ^\� /^TROUGH -IN FOR OPT. FAN/LIGHT \BEDROOM 2 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4"=1'-0" a+nl +tJD c > E c ee W N -p�sa N R O ►. a;g c u 3 o �c N c E� m � AD- Lo 0 ch 0 N N 0 No P 787,0";� yCID ' S AT E OF IU :. (� " ?• i T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E Cs 04 p N r 04 V Lo 04 � oCOOUE *1R 0) 0 rnhh0 —LL W ' � 0 CL LU Q � U LL LL a c7 z 13 0 t mo 0 o i t Fe _ W 04 a. W 2�pjJ Z IL � F N Z Z OU ❑0❑ Z W V M Z N C8 Z � Z n CD J — Q � E3 V^)' z oC1 W o LU _ �pp O W p V) �N = .) , U W J E t 8 I i z� d a see 6 ¢ M y zaz 65 Z g LL a z. W -0 zo a N 0 (J of zE r z® oa (U CL O E ¢� az wK 00 &Z Z co m <° w QS cn r m0 o� Z m J m ¢w $ 3 of go W 3 oLLLL az �w o w� w` _0 69 o ZIP d o o T > 00 ui m CN C.p ,-- CV CID LM r T T �-' C� O '^ro v, m0*4 r 0 L0 M 11.0 T 0 CD v, ai E j C`V C) o Z Z E O N r a. E U � ¢ p � JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. r 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FFF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PETG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Liiph pp 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 e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kP PUSH BUTTON SWITCH (OPTIONAL) �B PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J 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 HANSON I BOX I JILAV OPT. LAV LAV 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 0 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 Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P I NEMA 1 200 AMP TER MA N 1 �0-200 A10 I I T Serial Cable NEM 3R Power Co. Feed --, IJ I _--r— #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. DB & GFI TO BE ALIGNED VERTICALLY OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / \*> FAN/LIGHTC ,- Im GFI DINING KITCHEN 1 / FI 0 - - - GFI --- SWITCH FOR DISPOSAL IN CAB UNDER SINK 14.11 GREAT ROOM /^ROUGH -IN\ FOR OPT. t <FAN/LIGHT 1 I I / 1 / FOYER \ ./ E NTRY I, IGHT AS (0 ER SPECS I I � 11 � •o=) .gym DB O I I I I I I rGF-L - j C.M r UPSTAIRS F GFI @ 44" ` \ W.H. A.F.F. 1 \ O I 1 I IGARAGE I V GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r-----------------� I I I I J LU I I Ip Z I IF. Q IQ a I I I0 Q I IJ U I �U IW W h rJ I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL —UNIT—C 1624 SCALE: Y4"=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—C 1624 SCALE: Y"=1'-0" dLU o W Z = � m x N 10 O ti N O) O _- O7 ac �' 3 C �dd� a 0 0 a ca 0 M GV 0 CV N 0 LE lv/ ' Cli:• •'•� No PE7 7750 r * .r. • • CC ti =C STAT OF J ' 0 •. �C,� S'f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M SO a -8 -, � N C # J :: O � QO ni rn r LL W M M y W a a Q -u U a z � Z 0❑ L N O Z0 C� Lu W ug�On1a z Z N Z IL W Z o d ❑o I 2 W cD `" z C-4 00 z z o � d � � z GA 4-1 (n LL W � U wG) S t/t c CO U `— — E L 8 I = U 0 Q 0 � • N sm o M M y 4 z y Z W Z G `<> U_ LL z o Z � Z M_ 0 E 0 z Z on p �� d 0o a Z�� o <Q Z �w cf;o� 7 C <�mo S U oZ Z F aw �z= F' Qo Wcn 29 LL a _ wI5 o wa no �< ° o T > 00 2 rn CN Cfl CID r\ L.) T' T O 00 T U) m T 04 �- O U-) T o O O r Q N U-) CO t N r O o Z M Z rn E ayi r co Z a E U _ ¢ p JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 11.2 OUTDOOR LIVING - - - - - - - - - - - - - - - - - - - - - - - - - JEJ M UL - ------------------------ OUTDOOR LIVING ■ ® Q ----- ---- ----- I I I I I I ® I I I I I I DINING KITCHEN O O, 10 CI I KITCHEN DINING I I I I I I I I IF --- I L --- J I IL --- J N SHE 1 • •—;.;— ►34 �\ O•: ►� 4 ►�.� ►�08 1 ►•' iGiGiG� a 1 uuu„1 a �...:am ��I .IIII....IIIIII �1111�� as am: on ::so ►"ER ��: ►& ::on, 16i11 ::: :..I no: ■am 111111 as o. m 1 �Q PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES UNIT -A 1532 ---------------- I I I I I I 1 I I I I I I I I I I I I I I ►WIN ...i ME 1 UNIT-C 1624 ...i ur mi 10 ..a uaVMS r - — — — — — — — — — - — ----I I I I I I I I I I I I I I I I I I I ■ I I I I OUTDOOR LIVING - - - - - - - - - - - - - - - - - - - - - - - - - i ®o -------------------------- OUTDOOR LIVING I I I I I I I I I I I I O O DINING KITCHEN I I KITCHEN DINING I I I I I I I I I F---� L --- J ---- L__-J ----------- A GREAT ROOM GREAT ROOM OUTDOOR LIVING OUTDOOR LIVING I I I I I I I I I I I I � DINING KITCHEN dI ' KITCHEN � I I I I I I I I I I I oa i - - - J L--- i oo L_ _J L - - - J GREAT ROOM ------ ------- ------ ------ -1=CAR-QARAGE _ -1-EAR-GARAGE ENTRY- _ _ -- T-�IfRY— UNIT-C UNiT-C 1624— _ 1624 _ \ _ _ r------------------ I r--- 1'--c---------r I T�•i I I !�./I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I ■ I I I I ■ I I I I ■ M1 ® ® ■ 1-CAR GARAGE ENTRY UNIT-C _ .1C24 _ — _ r----------------t � I I IT/ I I I I I I I I I I I I I I I I I ■ I I I I I DINING GREAT ROOM 1-CAR GARAGE UNIT -A 1532 I I I I I I I I I I I I I I I I I I I I I I I I ENTRY I ----------I Mfflm. ELECTRICAL SERVICE PLAN SCALE: X"=V-0" ar! Al O C O N � O M.IdJ G_ O V &C O C 10 C.) N m d N A O z 'O Q !V am 3 W r�a ay+ � 3 � •O1 u tea. c Q a� �o a� p M O N .d. N 0 LE iGQ�� G�E N�Sk�72s�i�� F•. • . •�' 8 No PE7CC �• STAT of 44/, .. ,•' - ' • . . i itYYY��,, 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 CO:, E $ N o m _N N V 0 o LL Q Co LL a x Z o =�cc"':') ono m Lu 5'r,N!g Q �� a 0 Z W Z LL LL�' N m Z N F od ❑❑❑ z W U C z N M o z z a a N Ln - z C7 0 LL + cn m O N v ' w o Of N U) ' U w � 1— E L �Q C d Q -0 NM � O J 2 w M C'7 J Z ¢ � Z � Q IL a p ZO W= > M Z o z® F- (6 00E 2 �o a ¢ - O K Z— ¢� S aw CO� C 0ao"X UZ m� Z m J m aw �_ 8 o� oLLLL go a W m �� nw =k NLL w =� o wa ;o .� M v zP a o 3 T > 00 ai rn N CO ,-- CV CV � L CID ~ T r r Cr U 17-� ao T U) m O T CN p Lift M L(') T N LO L!7 C.6 7 N O o Z ds z E O N ( r E JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 12 L O O 8F8-0B/1 T .' p -1 v,• vdv O D OO O •O. O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © 0 vdv 'v �v as o�v O � O 8F16-0B/1T -0 OO o o o 8F20-1B/1T 81=20-013/1T O O TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" a ° R = RECESSED H CLEAR QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY QW °° e 8F16— B/1T ao �° z ° , GROUT tNOMINAt. QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL- o"*-BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8-ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS ttc precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Soncrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L1180. 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 G� I Safe vertical load Safe horizontal load — .O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J W F - C.M.U. in 0 m Cn�=WWW LauC,30z a o LUCj to Z 5 REBAR AT BOTTOM Z Cra ¢ — = MIN. (1) REQ'D fA Ll.O tr 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 _ 8RF6-0B/1T v �• O O "O- ' 8F20-1 B-2T O O O O 8F24-1 B/1 T 8F24-0B/1 T O O A A 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 A A 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1 r-0" SYMMETRICAL I OMIN. OMIN. OMIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1 r-0" SYMMETRICAL I N S N c W G a� o CZLA- m � ac • N V O 10 3� N a� C A O L1. y i O c'M CV O N N O �E 00�.-*\G N S�G•r�'°�i c� • No P w 787 w : � ST TE OF �. r. r�!Ae %% �E0-0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W �E # F ON O N u LL N a () V a 4 3 co LL ii a = 10 r v 0 L�2.- a � o rn z 000 rn Z LW w L0 C.O.Z g. N W f O U ❑❑❑ Z Z W V M � N M o � Z � N � � Q cl- V) N z v _ 0 0 a--+ — cn w � � W U Ow Vl V1 c � U w x$ i y c C MD N � m C JZ W M M J h Q SS o¢ Z 2 L.L n3E zo >m L1 0 WF z® F— CIL -� p r � o Z �p o a z wo C/7foz¢ 3y m0 Ow Z m m Q � Z 8 `! 8a 0 go �w W o� J Q Q W) ch-0.a v T = oz c •° T >� ti rn N0 CTO CV CM L. Co T r T '\ CDCE O T )^� Vm T �- O In N 0O O T N L.n ,6 N ai � O 0 Z m Z E O N r _ E v ?? c a U -j Q 0 -i JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. L 1 I UMI IMI i, 171M n= IMI r;i v, 3 I cV F_ 0 cn 0 -n cV 0 Ih '6. co M rM 1 r" ) M -d- cNo I 04 in 0 cn ti I 0 J W r'M M I N 00 0 v C N 0 -0 v+ c 0 3 C-3 N N 1.2 CO E 0 x 0 c C J a c 0 0 0 J m Li N 0 N $i v 0 0 o.. N N 0 0 cm a d- w x m �i C N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW IT IS THECONTRACTOR'SRESPONSIBILITY T VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. 0 THAT RE IST CORROSION. FOR EXAMPLE AC -C ACQ-D CBA-A B OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORSS Q , OR CA - 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. M 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 i INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. 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-1851 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. 2„ 1 y" 34 " 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) : 31/2" 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 1N 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. 00 SUCH AS SUB FLOORING AND S ALL PLYWOOD USED FOR INTERIOR APPLICATIONS 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 SE OF THE SPACING AND ALIGNMENT E TCONCRETE,P I NMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, 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 - C ncrete overpo and mortar along the foundation perimeter must be removed be, extenor soiYtreatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1/4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 8". 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: R ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 O BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. e�7 _ O N tlri p •v O %7 Z � R m !V a� � 3 � �- 3 � i No C C1 d� y E� e M N a N v- N 0 ,```�`ssssLlEililt �' i N `' fi. �'Loo .`��C�O•••G•E No PE7 7501:" 53 STATE OF ° 44,,� •�'Al'• ��o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 59 N 0 a_ $-erg N J 0LO LL LL to c� r-- r-f L w a) y v u, ° a LL Co LL 'S z 0 Z _ r ° .0sMo 0t0 m0 Ilt�i Q ='6 N (_p L a, ¢ m oW 05 �6,IL w N M Z ILW OU ❑❑❑ W M � M � z N M z � Q � z 0 _ 4J 0 u- 4 (n U O w $ c w tn \/N 0 L.Li r- - s t $ t I m c 0 0 Q Y e � N m o ti< w Z M ZO '� q U_ zo �ry Q E U coo oa H <D �� U Uo U o ��o¢ Z�E � z <o wZ �w ro CO to ¢o z Y w� m O � LL aw 8 U <z U T `8 N� W m o� =3 r c o r N >� rn N cc C.0 CV ' M L (0 t\ LC) r T T� U O 00 2 r p LO += c•M Lf) T Co C:) Lo Q m y N O 6 Z Z E Q r- m a E • • v .e3 U � Q p c c JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. SN M M I N M LO v 0 .a Q N I 0 0 J co M t2 r� 1 M Co O 0 J co PO t2 I rM rh N 0 �F v v�i 0 -0 c Q N O i v 0- E a E 0 0 c c J a c 0 U t� N O N O ai 0 0 a N N 0 0 0 w _ d� M v N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-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'-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 6-0" a - 0 STUB -OUT FOR 1'-001 o 0 0 GAS METER 0 0, 1 o to � U O ~O CV = • 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. 1U-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. 151-4" (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 BCIOJoist 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 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM 11 STD. 90° CONT. #5 BART. #5 >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S, 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4 max. /71 Clinch nails when possible 1) Support back of web during nailing to prevent damage to _--� web -flange connection.L7 2) Block solid between joists for full length of span. Tight fit i� 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below * over squash=20 blocks and Load bearing wall must stack over Non -stacking walls blocking and wall or beam below.* — — require additional wall or beam below. Joist consideration. Check local building When joists meet over wall, provide I -Joist can be offset code for appropriate 1/16" 1 3/4"minimum bearing for each. up to 3" to avoid details in One 10d box areas=20 of high or=20 sinker vertical plumbing lateral load. nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block) +-10d nails SECTION INT. BRG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam "'Z `_' 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 io O!-- ❑ to 6„ A %" ROUND HOLE MAY 6" 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN RO1Y" THE WEB. PROVIDE AT UND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 'I' -0'" V-1" 1' 2" 1 V-2' 1 1' 3" V-3' 1 T-T' V-11" 1 2-4' 2 9" 1 37 3T' Any 1f3" }Gist 12 T-UU' V-1" 1'-2" i' 2" 1' 3' 1'-9' 2'-4" '" 3' 7 4 7 4-9' 6 ' Sp2 (R) 16 V-U' 1'_1," 1 Z' 1, 2" V-T' 2-6 3'-21 1, t4-10" 4'-91 5 T' 6-4!' T 2" 20 T-W 1'A" 1' 7 1' 2" Z-a' 3'-9' #-a' 6-11'" 6'-11" 7'-11- 8'-11"" 24 1'-0 1'-1'• 1' 2" 1, 3. 2' 3'-T" 4'-9t" 5'-10'. T-2" 8'-4' 9-6 i0' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d BCI 6000so BC16500so 9-1/2" 11-7/81' 2-8d 2-8d ' 2-8d 3-8d 1 14" 2-8d i 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Joist hanger SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE IN TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. kfight. SLEEVE THRU STEM ° ° e SEE PLAN FOR °• • .. FOUNDATION INFO d` G STEM FOUNDATION r GRADE \ 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 jl`)� 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 0 requirements 0.6 X Joist o `depth I —JOISTS BUCKETS N.T.S. REINF. SEE PLAN It rv%l SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 11111r \ A 1 T1 1l 1 1 r° 11 TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @PIPE PLUMBING LINE PENETRATION ° d Q L d . _J a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4-1 d - d ° ' d ° a ° SEE FND. PLN. SIZE & REINF. 0. 0 'N co 0 m -o E!L1J 0 0- o Z ci a .o o Q d N 3= �Y C CU � . CU m -o m d C ='°,. y 'Q .O c 0 0 g a � `o w M 0 N v N O LEW ��II .•` O� • •� G•E.N S O12 `°• • ` ' �' s w •No (�'� • P�70 ' STATE OF � 4` ` A L , f�`�ai<grrttl\\\ 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 - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. vt 0 cm N w ` 0 °o °11, # ,L u_ NNo LL 0 L w N ai a a jLLLL Q z Z I C, 0 � W ¢ m c w _Z N Mz U V S z O U ❑❑❑ Z W M v z N M 0 z � Q J a. PI N z CD Mcn � w W U 0 w s N C N � v— in � (� (a j 1— asr-r-1 r I x ; 8 U ' °' • Y Q N O! m o w co cl�M J z� o Z Z Q lL c- E Zo g o }. z z F� r0 _ .0 00 Z�� O co &� Wz 0 < wz (0agw VJ CzQ o� m� o0 Zz Z J = 8 3 rt F gZ Z go U W `�'.3 oLL ¢o a N� �LL =3 � o <w w� �0 }o J v zI< a 0 3 c o� >cc ui VC-4 I'— C"i L LO T T 1 T Cr 60 r m r p LO M LO TO � 1 QLO ai c C\V r%- 6i CD o Z Z E a E U _J Q p JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT 2x #2 SPF STUDS -\ @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-0" (R302.11) 2� REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" -\\6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER ° A SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM D T D7158-CLASS G or H, or ASTM c D3161-CLASS F, IN ° 12 ACCORDANCE w/ TABLE jr BUILDING ZTYP•) VARIES CODE TH EDIITION (202IDA 0) RESIDENTIAL 8" ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON / TYPICAL INTERIOR BEARING 11�?" 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"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR 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"1 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB �.� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � E r i Z co ° °P 6 MIL VAPOR ° BARRIER C �r 1 2 t> • • — C2 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-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 EE A/S3 OR J/S6 -`1LWL—Ly:,:x1-y4q L19 FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� GI FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I I 2x4 CONT. I GARAGE DEPTH VARIES I GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" ��S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GA A.) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 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 1Y-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"1 TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2'1 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL �N, 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS //2„ � WWF OR FIBERMESH ELEV. -0'-31/2" jL g 31/2" MIN. 31/2" MIN. 1 A.F.F. p U- N31 /2"(min.)- 4" _ rr \ ° 1/2"(min.)- 4„ 00 0 k 31/2"(min. - 4" 31/2"(min.) - 4"T11 rl (2) #5 CONT. 4" 1'4" 8" (2) #5 CONT. 4• '-4 g U.N.O. MIN. U.N.O. TYPICAL BEARING WALL (@ STEP (a SHEARWALL C TYPICAL BEARING WALL @ STEP rcC "SHEAR WALL" SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 co, L� 'C0S�GJP� Q�s• VE 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�N��o 5 1G INSULATION PER FBC AND ENERGY NS\N \ f 8" C.M.U. FORM SUBMITTED WITH PERMIT / I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION I #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 � LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"' x 10" `1 BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. p� CONTINUOUS TO FOOTER BELOW 90 PIOOK DETAIL I I 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD I I (6)1/4"11/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING "' SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR T 2x P.T. PLATE I I ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE zt ° D . -- °-�--- ° z 13 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- ? M— e D � \ ° FINISH GRADE ;0 M 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] � -rTTF _ 00 6 MIL VAPOR BARRIER ,� ° ° A.. - _ - o0 R 1 7/8' #5 REINFORCING - -cli z BAR z ° - #5 LAP SPLICE COMP.•(COMPACTED•95% MODIFIED PROCTOR ASTM 4" 1,4„ FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING . SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" A ° GRADE 00 ` • _ _ _ _ (1) #5 REBAR w/ OPT. jj)= I -119m- I�INCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 S BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS M ..• :. e °Q ;'. 4" ' T . I .e SEE A/S3 OR J/S6 - -ILIFn I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. II SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAt — a INTERIOR ^ a a .. - /2� E CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e 00 C E m r �I N I I co 6 MIL VAPOR -_ BARRIER r " • •• •1 �• NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM LU END OF 2" x PLATE LU ° U CL A g LU LU -I I ° ° REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR - & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN O, (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7116" o s.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w c Q SCHEDULE j J SEE PLAN FOR STRUCTURAL :� W COLUMN SIZE AND BASE o Uj CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL o• O.C. GARAGE ATTACHMENTS & 18/D1 Zz-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS € > w FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 W SIZE AND REINFORCEMENT) WWF OR FIBERMESH ; Uj U) A aCOMMUNITY BRICK PAVERS or B PER 0'-0" FIN. FLR.A SPECS 4L_.1.4 ..1 INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0 S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N C z WWF OR FIBERMESH r, E V i 11 l� (2) #5 CONT. = I_ , 11 1 1 I IF - ON 3" CHAIRS (TYP.) 8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH SEE A/S3/J/S6 -` '" - "g• FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS a S.G.D. K"M-� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I EXTEND FILL CELLS i=i TO FOUNDATION PAD _� d CONT. FOOTING STEEL I I MAT REINFORCING. Q ' 00 GRAD M W _ z= • W F-Wp U O��_ • • • • - ZZ ti U) Cl) FOOTING 0 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE .UMN FTG. DETAIL N SCALE: N.T.S. S3 .I tp c Co 'J W c ivwN '^ is o 3= " d cl- N w C m 3 � L Adder N CL a A 0 Q. v M O CV N 0 `�\Illlrrrrrr�� P. LE • • E NS c�••'�,�C•F • � ' 4 No I 0 1 1S M 41 .41 ,�. ''liiilltt\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. W E $ N N � CD IF• V a J 0 � 7 � dr tANo LL wa w a CO Y$' z $ 0 Z t o C a •(O Q C ( m J Z ILW Co J w LO z U F N rV O U ❑[]❑ Z W U Z N � - � o a �- V I N z cc C1 � � o 4 •U o .� 0 w o IN �0D c �' U W , CIO � I L U o Q N O • o w M M Z o> Z Z a LJL wo >o < Q a o E V wz D a �O U �aoz a= 1Z Z�E r N ro wp < XW mo C C a U Z oz Z y F a w •5 8 < OLL z <O U W T a tl W J Y �I0 M v wF zla a0 o 3 0 o T > 00 a; N0 04 e) L r L =3 i r t T— T Cr U O� 60 � .2CIO 0 L0 N o O r N �i C6 E 7 N tll 0 o Z lm Z E O m T- M a E U -j Q p JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. S3 (MONO) — I ' 3 -o I M r J co M t2 to M F- r ` t'M r M i M i rM N W 0 cn Q 07 3 M 0 i v a W O x `o J 0 v 0 J LZ N 0 N O v 0 0 a N N 0 d d7- z x m v N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE --I WALL IS 1 1/2 MAXIMUM INTERIOR 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)1 Od TOENAILS T&B Li NAILS AT EACH STUD AS REQ'D �2x BLOCKING @ MID POINT STUD W/ (3) Od NAI S ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1Od NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. Cd MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TENSION FROM EXTERIOR WALL ,CE OF BLOCK WALL IS 21/4" TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT U. • • .•. •' •• � � . • ' •- • � • HE �I1111 I� ME �1111-I IIIII� ��III lily �lllll IIII �1�111 III �11111 IIII ��IIII IIIII� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J a w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .... GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 314" 31/2"- Sic p7N00� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) I Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR --- W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS EA END EA END EA END EA END SIMPSON 1'-4' 1) (2) (1) (2 (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (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)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_�� SCALE: N.T.S. S4 SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) cwj 0/C FIELD ? as 2x TOP PLATE---,/ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL- W/ STD. 90" HOOK IN K.O. BLOCK Mt— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: 41-1 PLATE LENGTHS MUST BE BOTTOM SPLIC -0" LONG. TYPICAL OVER STUD AT LEAST 4' TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON Q SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S SIMPSON SP4 LINTEL / INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) I (5645# SPF) I (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 1 Od NAILS @ 6" O.C. STAGGERED STAGGERED KA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1Od NAILS MASONRY 5!8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K"R REV. 06.24.22 SCALE: N.T.S. S4 0 t0 a > W ZIPCD Ci a FZ Z cawN omax �t N Q N 3 y a2 -. 3 m 4 N O.� c g a CM O N CV 0 L E 6v • • k��I.��'s .`��0� ' C•E•N .• �� 3F • �'�': G • ••No PE 87,rW r r STATE OF •• % ' .' t FiL k, 'o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W `rE (� N O J Lo o 0 coIn LL LL a tiL LL W W di M v a o u: Wa z c LL Z � o � Z = o, v o ❑ 4 0 II9 j N N (p m W 4 co W r J k Z i� 0 "1 N M z y F LL Z O U ❑13❑ W (7 z � J E3 - N M U N z Cz o +� - f0 w •U o .� 0 w g -$- v r y ,- W 8 L =`1 I c CS Q C' �Q sM o co i ¢ z w z ao =o � Zo <� Q wLL Z® G O WO 00 U co E �< <� gz wZ z L� r ID O W. `n C:I< ao U0U W ms o& zH z m � J N0 8 3 ¢b 0� �z go f!J 3 LL a� az to W W p zr s Z J ;o IIIIIIIIIII� M v w za I a� $3 o T N > 00 N I- CTO CV L CO � LO T T s T U O QD m p LO M LO TO Q N Lo Cfl T N 3 0 d Z W z M E 0 .- `m FL E ci _ Q o JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. S4 I 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND 2x4 #2 SYP BLK'G [R 16" O.C. w/ (2) 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 2x4 #2 SYP BLK'G @ 16" O.C. 1N/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" F16dRAMING SEE SCHEDULE - [RSH] - FRAMING SHEET FOR SHEATHING AND FASTENERS. MIN. FIRST 4 BAYS) UNSUPPORTED, ( AND FASTENERS. (MIN. FIRST 4 BAYS) FIRST AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS UNSUPPORTED, IF >9" SEE 1O/S5 BACKNAIL w/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS MAX 91 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, • SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 45°± DETAIL 45' t SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM i� APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d EACH JOINT W/ (3) 10d „ „ L BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8 & (2)1Od TOE NAILS @ �i & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END i NA L BRACE TO EXTEND " EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3)1Od & (2)1 Od (NOT REQ'D WHEN ; �� AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO TOE NAILS EA. END @ GABLE IS 4'-1" OR i�� LENGTH SEE TABLE ( ) • SILL 11 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •� BLOCKING 2x FRAME WALL (SEE WALL SHORTER) �� i GABLE TRUSS • ' 7/16" OSB SHEATHING N SECTION FOR SIZE &SPACING ) 2x4 PANEL BLOCKING � ��\ 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS 1/2" CDX PLYWOOD OR 7/1611 y @ � i � 48 O/C FOR THE y (2)16d 7/16 OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF . i ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS @ 6" O.C. EDGES AND 12" 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2 16d NAILS () BOTTOM ATTACHED W/ (2)16d TOENAILS �\_' � 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR NOTCH "L" BRACE HERE 2x BLOCKING BLOCKING, FASTEN WITH ST FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOC BLOCKING, FASTEN WITH FA SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS °� 4" TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O C MAX / MIN 4" EMBEDMENT IN KO BLOCK SIMPSON SP2 w/ (12)1Od 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(�S5 5 SCALE: N.T.S. 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/" 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON w/ (7) w - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ 7 1 Od NAILS () & 4'-0" O/C ALIGNED WITH 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS ) DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) �� (2) 2x8 L BRACE FASTENED WITH (3) NOTE: IF EMBEDDED NAILS A 10dx1 1/2" NAILS AT EA. (4)1/4"x21/4"TITEN @ 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 "T" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. SCISSOR GABLE BRACE 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S..S S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE REV. 06.08 22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR M IF >9" SEE 10/S5 X-BRACING, AND TOP N SEE STRUCTURAL CHORD BLOCKING N ;0NOTES AND NAILING72 INFORMATION CO 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES `° 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 2" " RIDGE FASTENED AT "L" BRACE TO EXTEND 24" O.C. TOP AT 24 AT EACH JOINT w/ (3) AT LEAST 90% OF WEB -- CHORD FOR 4 -- TRUSS SPANS � � 10d & (2)10d TOE NAILS EA. END @ LENGTH (SEE TABLE) GABLE TRUSS • ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 211 x411 LAMINATIONS W/ (1) ROW 11 1 (3) 2 x4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM10KTA 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 W/ 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D - _ 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 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 SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1 /4"x2 3/4" TITEN TO CMU 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) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-011 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. INS5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� 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 X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 1 MAX. S5 S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 2411 0'0" - 3'-0" 3'-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"xi 1/2" SDS .vlv i . ovInnvv - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMP6UN SNZ col (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 °C CORNER JACK 0 Y 11 UQ W z Ir O HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -( CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 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) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 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 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_ CD +7 C I V O. WI CO O a- H y O CO Q � �N 01 >rs= 0 *- 3 .d V -9 dco N =� c E � e C1 04 N N 0 s�,,ttttitaaaaa� W�F� • � G•E•N jF CaO� No PE • '" �• STATE OF ` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W vO E M acc, 04 J y 6 to 4 0 C° $ . u71.0 LL LL LU tia M In v a Q a u- LL z Z r m o O 0CC o �•' j 10 N uo co J Q W 0J0w IL z U ❑❑❑ Z W v R N Z N g z z Q � J — a In z a (D o 4--J U 0 w $ N c Y v C w W m 8 s® L Q N m IIII o <Z z M J z � z LL E o g 0 >N Q N Q a 0 E E V wLL z® oa Fm- r0 �� Uo Z g T c Z. 0< wz L /3 C< <o m � o� z m � N� <W s g a� o- 'z ao W $ o� �o az Ow J Y <� IIIIIIIIII' o M ;w o c o r > 00 N co 0 04 ! M L Cc r T T ! T Cr C V O 00 T U/ m r CN O L0 co LO TO cr) N Lf7 E .E N • iA 0 o Z z O r co E 0 cc c D a U Q JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. S5 VINYL SIDING INSTALLED DER MANUF. SPEC'S OSB OR PLYWOOD w/ APPROVED HOUSEWRAP CONTINUOUS STARTER STRIP - SEE INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION METHODS, HOLD 1/2" BELOW TOP OF BLOCK WALL WEEP SCREED UNDER HOUSEWRAP CEMENTIOUS FINISH CONCRETE BLOCK WALL VINYL SIDING TO CONIC BLK 2 STORY MODELS SCALE: 3" = V-0" ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL —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 INSULATIO - BAFFLE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND INSULATION P FASTENERS CHART ON FLOOR PLAN ;� ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S,P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1X2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE SHEATHING JOINT N DETAIL C/S6 FOR MORE INFO 16" O.C. 2X S.P.F. STUDS H w VINYL SIDING INSTALLED "' PER MANUF. SPEC'S 2x BOT. PLATE W/ (2) 10d @ 6" O.C. — J 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M W OSBCHART 101 ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED w/ 8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREAS 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA w/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 S6 SPACE INTO APPROX. EQUAL AREAS. , ' FLOOR SYSTEM 1 METAL SEAT ER PLAN 1 0 1 PLATE 1 1 1 1 1/2" HIGH STRENGTH OR 50' GYP WB (OR 5/8" GYP TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB—� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY i N e e \ G r a. ' ad co e � e 6x6 W1.4xW1.4 —_ ° a e • e' WWF OR FIBERMESH j A. e STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CO v 4"x4" INSPECTION PORT AT cc 0- EACH FILL CELL TYPICAL w �- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE 00 =1NISH GRADE TfF '--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE711 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE: 3/4"=1'-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)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL • I? *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1St FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED 7 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °Q SEE FRAMING WEEP SCREED 4 z T 2 PLAN ' . e INSTALLED PER MANUF. .'. f 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" " " 2"x BOT. PLATE (2)10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUSIr 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 FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. TRL RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W,B, MIN, @ V_ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. nA TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .° a 4e.. II I� CO III II .... . I I 111rl� 11-1 �I I ILL �I 141 1 �I (3) #5 CONT. ON 3" I I I —I 1 I— I I —I I I I 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32"OSB �I y EXPOSUREI x SHEATHING x PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II Wx L-9 NOT FULL HEIGHT SHEET C II II t] J Cn Z N II II G FLOOR SYST M (2)- 2x TOP PLATE el BEYOND I __T_ T � II 15/32" OSB EXPOSURE 1 SHEATHING w IIII II SOLID 2x p III C III II II II I BLOCKING @ ALL -91 C SHEATHING 0 EDGES (SEE III OPENING11L SECTION X-X III C III x II II �W II Ilf x E _ 2x STUDS w III III II II II = BEYOND. SEE PLAN o III I I I II I II I II II I I zi O II I _ J111 11 —II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM Ierei r rr r-%IA r^►r niennnss 3/8" "S" = NAIL 3/B" SPACING S 3/4" S4S1/2" 1/2., SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTIr:AI RI (Y:KINf: SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 1Od 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 Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL p © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ W QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. (0 O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w LL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER @ 0 m w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ c�00w c i F m LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL z N w O O~ MEMBER IF GABLE END c to LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 4 STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE 4�TF,Q/ c FLOOR TRUSS / FN/n. 0, i \BEAM SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAt+*---\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d ' ' e (V •.e " it I I—i I I —III I I �4, a. 1I11IIIIIIIIIIIII ., ;e M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 T (3) # 5 REBAR ON 3" CHAIR —�I 4" I 1'-8" I W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING v @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 CQ •r -o W > i O Z o-e• c _ m 204 O- N A 1 ►. A y d O Q " tie O1 13 CD G r= L_co 3 '- arr 'o to N a' c E 10 p 5- u M N N C- N 0 ,,`,�li1fi17+37/ O •'�c�ENs' v . w ,. No PE' 75 ' 6 'ASV'.• STATE OF 4Uo ei4111tlfi 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. WE p N I• � C� N � g 8 Cb 0 i �� * LL �rNo M LL a a Q JLLLL wa C� z Z —� O .2 o 0 m Q W= r,O J C2 v z W 0 d 0 w LO CO Z N N N U U ❑❑❑ _ W z z o a M V) Z c0 cJ 90 € 4--J (a w U o O Ly N c13 r-- W f L 8 I z r~ Q Q o CD M w Z Z o Q Q io o >� NU W F Z ON WWx 9 r0 ¢o � . 00 o o �o W2 z � f0 H ¢z wz rn c o < O0 m� o� ZF z m J ym QW s yy 8 j <� �Z az W T3> m o H I � �3 o Jz w� Mo Mo c o T N > 00 m CN F— 0 Cc) (1) CV L LO T r r Cr C U � O a0 V + 0 �. p Ln T CD CD O Q CD 1 cj T ui m N i6 O o Z z E O r m E C a U J Q 0 -u JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. S6 (MONO) — _ . _ - - ,. , e i I I _ - _ n — _ _ ., . , .. .. .,,.... .. _L 1. . . 1. - - - - - - _ 11 1-- 1 R'! , 1111, ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H Lj T D 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE.T" = T-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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE----' AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 2X4 SYP BLOCKING FOR STRAP (SIMPSON f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ _L4GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" JOIST 17111t7 SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER \ �A ALIGN THIS STUD WITH FACE OF 2ND RISER T I� T --2x SYP CUT TO FIT 1 BEARS IN WALL I ---2x12 SYP lo BEARS IN WALL I I '-2x6 SYP / A V. :FL 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER 7FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL — — DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING i _ 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN T' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TD —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST \ NOT TOUCH STRINGERS 1 I I I �I 7 -I-2x4 BLOCKING FOR 2x12 T-2x4 PT UNDER 2x12 I tCOMPONENTS E MOISTURE \ CTION ATTACHS OF STAIX2 J" TAPO.C.—ATTACH ALL COMPONENTS 1x4 G OF STAIR TO CONC. W/T" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER x4 DRAFT �,S TOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x SYP CUT TO FIT I 1 STRINGERS BEARS IN WALL I I � I 2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 STRINGER \f 2x6 SYP / \ SIMPSON A35 OR / 2x4 SYP BLOCKING FOR STRAP OPTION: 2X4 CUT ON LSC EACH BEVEL GLUED AND STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU \ NAILS) W/ SIMPSON H3 — 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS DOES NOT BEAR IN / WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER IED ,I LED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 0 2x4 SYP BLOCKING FOR STRAP 'Vill, (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) \ j W A `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER .FOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = T-0" E SECTION VIEW SCALE: .11'= 1'-0" :T► F F 2x4 ST( 2x4 NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE / I BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X 2X BLOCKING STRINAR PSON MTSJ2 w/ 10d x 1 1/2"�IVAILS t2X 3 D D OR Fi� BLOCKING RISLN, / VARI E ECTION VIEW "H" SCALE: 1" = 1'4" N t,Cf 0 CD �; a i o Z CO V N N G IL d 10 p a- 3"CU M W of C � 3 3 � 7 .d L7 •i i d C lr] Vf d •Q = E a C a f+ `o M N 0 N v E. LEW .�� Q� \•'' G•F�N • 6Lv No P 7 0 *� �* �: Cr 3 ., STATE OF :+ ; ., A a r To the best of the nteed9 ge, 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 F a oE M8�� N p 0)� C1 W J .. Co d: Q �M C3 a d JELL; a z Z L MC�' q5. 0 � S 7 l6Nc(O 0] J Q W J z Z w - ;g N Z OV = M U lA F NILIL o E1O❑ Z W Z N m Z z a J a l� z o o LL � U � 0 w $ In �N c � U W J ® 8 z� oC13 Jz ch o z a i zo oz >M Zo Q o E v w= Zo of o E E 0 �< 0o g z Z CEO 4.) L a= C 8 wz W ca ¢ z m W <0 a r 'S 0- F-C 2 $ O z a a 7r ¢� 0 M Ol > d r �U 3 c o7— >o6 2 Ol m � �n—' 0 T CO T— Ln r T , T OO m T 0 L0 M L0 04 O 0) Q N Lo to d T ui m � C\V O o Z Z E n. a m c c a. v ¢ o JOB NO :23-13131-13136 SCALE. AS NOTED SHEET NO. 1-' _ I ITL- I I n.r.r+ ".m nR r I,r.1. , ll _l. _—_- _L'— _ I II' 1 3 N I C14 r'M LLi to CD a r` i tD 01 cc M t2 M I 1•M i N i M N 0 r; I r CD ca M M t2 1 M i I'7 N 0 v cn Q m Q th O i c. 00 W E 0 v 0 v U J 2 LZ N 0 N 0 v 0 0 a N N 0 v 0 a z W x m 0 2x8 P.T. BUCK -CONNECT TO BLOC W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45^ DIAGONAL 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 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 P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 FURRING 3-1/4" LONG X 3/16"0 ❑ FURRING X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2" O TAPCON. INTO STAGGER STAGGERED IN 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/211 DETAIL 1x8w/(2)ROWS 8dNALS �� 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. ixq 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" n x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 eh, MCTA LI e) •I IAII ncTA 11 STAGGERED @ 12" O.C. -4-1 hP n1:T011 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. K SECTION A -A 1/4" MAX 2'-0" V. R SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7116" OSBX\, ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 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 ri SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" 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 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED `-2 x 8 45 DAAGONAL 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" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBi (NP,) STD. 90' HOOK (1 1. /[ I I .1 4 ±5^ 11 NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" 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 JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. ``::.',.'.;:,;.,• 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ,.' REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS FILLED CELL PER FOUNDATION PLAN ,R YP.) rHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 1� #5 REBAR (TYP,) 1� 1� 10 SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -�-� j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) / 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE LL--- --- --- STRUCTURAL SOFFIT S F01 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.* 2 X 4 #2 SYP SCAB TO SIDE OF 2 TRUSS AS SHOWN FOR O.H. UP TO Z-6" x °�FRyq * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" wr D A p D e' P D. D GRADE D. D .' D °. A 04 p Cl) : z ° D . (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY lei SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" \G�Th + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. PRECAST LINTEL (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT I , IJJJL•J' SEE ELEVATION ' FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF gHPFT rl9 Amn SIMPSON HTT4 w/ (18)1Old 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: 1- Ix z Cn tL O LU Q U U) /— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL B @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. i w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" ii TITEN INTO K.O. BLOCK ii if H RETROFIT FOR MISSING EMBEDDED STRAP SS 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 SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT e: FOR OVERHANGS BETWEEN OVER 1 1/2" . •• CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN e. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. V-011 5'-011 • ►.. #5 BAR p. 10 • ` ° CENTERED W/ • . ti s H IN TOP • a KNOCKOUT / CHAIR BLOCK I MONO FOOTING •• D ; • SCALE: N.T.S. SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► •• • ! DIRT Z STANDARD Q I. • 9Ct HOOK iv #5 BAR IN FILLED CELL • • L • -L, .,—' :1 L , le 0 sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY (2) #5x6' IN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. i 0 c� C O W o 2: u N a H t0 O N 'cc, y N O Q N d � = �.r_74 d .= N C c o a 0 M 0 N N 0 1L E0 No PE7875 ' r '�t y DI. ., to- TTE nF 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E IF, w O N U � r v W C. 0 LL LL ��.02 M �04v� LL ° uj a a u_ U_ o- U J - Oz o Yo �• N m Q 7 Co t0 W ova, ¢ m z i uj Z OD N z Q _ M IL IL N U N F a o o00 Z c�Cn z N � 0 z � S 93 Z n v N z C1 Q) +� u_ ,rr � U OLU $ N c N N = ,- U 11J E $ ® I I t ' 0 U c '4' m Q N � • �Q o w M M C w Z Q Q ce E E O O w, a oa ti. °a zoa r0 9 Qz o �z C C <z a N U mo Z z m °' J m a' w 5 p 3 8 < °° 0� z ¢o W 3 m oLL W a NZ _� o ow w w� ;o c� 0 ate_ Fi g T— rn > 00 N0 CV 1 L Co � LO T T 1 Cr O 60 T U) m n T' F_4"0 LC) co LO 04 T 0 c6 1 '14, T ai E N j r CD o z z N E O r C a U 0 Q p 4) JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. SS *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" BLOCKI X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MINN.. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD D REQUIRED w/ (2) SIMPSON HTS20 R UI SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & - X 1 1SI EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. �C 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" �C O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. ICI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 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) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0"-MFWOOD MAX TRUSS 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 @ INTERIOR BEARING 3 -�LWOOD TRUSS -' SCALE: 1/2" = 1'-0" J A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT • 1 1-0 D too = s • J s� //1%W1iii ••- • loll z 7F e /0 Y / 1�=i21? — r • • .a��r� — • - - • �. i i SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" V-0" 6" 6" 1'-0" TYP. TYP. O O I O o O o- I SPLICE O I O O O 2'_0" SPLICE BEYOND 2-_0�� PART. ELEV. VIEW 1 LIR E Ld. E 101 E [on ce (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END, EDGER LAP SPLI OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" WOOD TRUSS DETAIL - ADJACENT TO TRUSSES 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 TY "X" GYP. PANELS INSERTED BETWE 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACE 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 MASI SEE M\ 1OA Yn CAIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS V DENSGLASS ULTRA SHAFT LINER MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. 11 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 1'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK 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. GA FILE ASW 0810 SCALE: 3/4"=V-0" 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN \:�� MAX VERTICALLY NAILED FOR STRAP INFO. PE TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. EN (TYP.) NT EXTEND BURN CLIPS AS PER a a 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING -7 IXJ R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 o o 2X4 LEDGER ONLY AT EACH XX 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 STD 909 HOOK 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 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS TO BE INSTALLED PRIOR TO FURRING STRIPS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR INSTALLATION (TYP. ON BOTH FACES OF WALL) UL-U905 (see sht 9) LOCATIONS) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING PLYWOOD/ w/ (2) 1/4"x3" TITEN2 8"x8"x16" CONIC. KNOCKOUT SB (2) SIMPSON SDWC15600 SCREWS @ EACH BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W TRUSS TO LEDGER FILLED W/ GROUT (DRAFTSTOPPINING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" COMMON 6" O/C TO TITEN HD STAGGERED 24" O.C. w/ 5" EMBEDMENT & 6" w EACH FILLED CELL (TYP.) @ @ U ONE SIDE OF THE EACH SIDE OF SPLICE AND EACH END SEE 54/D1 Z _j 1x P.T. BASE NAILER cai� STD. 90° HOOK FLOOR TRUSS FOR AN AREA <_ 1 3/4" PLYWOOD DECKING GLUED AND a (SEE DETAIL) OF NAILED W/ 8d COMMON AT 6" O.C. g FLOOR AREA & SEALED EDGES AND 12" O.C. FIELD NAIL FLOOR TRUSS TO LEDGER W/ 4 1Ud TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO OSB (DRAFTSTOPPING) TO BE NAILED W/ EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH RG. T ORD B . FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM FL O ST PRE-ENGINEERE AND SEALED PENETRATION AREAS W/ FLOOR TRUSS' AT FOAM. DRAFTSTOPPING SHALL DIVIDE 24" O.C. THE CONCEALED SPACE INTO APPROX. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD GYP. BOARD CLG. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR // (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A LEDGER CONNECTIONS 1" P.T. NAILER HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 1/2" GYP. WB. (2)-1 X 4 P.T. NAILER (1) #5 VERT. IN FILL CELLS (SEE BASE BOAR[ FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) PER SPECS. "k�f CONIC. SLAB 8" CONC. BLOCK (TYP.) PER UL905 � a SEE FOUND. 1x P.T. BASE NAILER N Cl) 6 MIL VISQU 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 T U SEE PLAN TOP OF PLATE TOP COURSE W/ �— LINTEL SEE PLAN SEE PLAN TOP OF WIND W 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 0'-0" F.F. VARIES WITH r'b SITE • TREATED SOIL `'4 SEE PANES (4) #5 CONT.—STD. 909 HOOK ° ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 3 #5 CONT. 20" 2-STORY PARTY WALL SECTION (PWO TYP. 2 STORY WALL SECTION SCALE: 3/4"= V-0" REV. 05.24.23 SCALE: 3/4" = V-0" REV. 08,20.21 13 aQ�lt LO w a :0.13J V� Lea cc C.) O Z a a! r: N % C i N d O 10 Q y C-" Y 03 a L o .°i u =w A fl- N � o a � 0 CM N 0 N N O P.�k0 �,p .L.E '. \G=NS ��U't. �• .� -:CC•�F' *No o. Z PE7875 .STA1 OF 'rash/.• 1 �d A�- ��`,i�ti 'Issatt111� 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� W �$ Q � J rn r0 rZ z12 LL W N My a w 0 .4N LL LL a N a -� f 0 O 1131 Z L v O o o O m J < W oi�• ¢ m W � °' rn w Z N 2 Z F A Z OU ❑Q❑ W CD M z N 0 z z Q � N m U) Lo o � .., 0 LU $ Uva N y �V) U W a min z U o S 2 �3_1 o C z Z M [7 z O Z < ®E Woo 0�00 ro 2wx0 o Co � ��E ZZ .5t coo Vi aoz o 1 mw, oWK z in a, J o ,- 'E �z S N < 0 o. goo W A O it a N h O] o r� o wa ;o v zla a o 3 o T > IDQ rn CN f -- c L r r r T \/ U '\ C) 00 m T CN �--- 0 L0 co U-) = N o Ir-- M N Q L o CO ui m w N ai O a Z Z E 10 a�i T_ m a E U Q p JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. D1 C" 3 Cq cNo I M v _ 0 n I t� 0 J M t2 t2 I N cNo i CV t2 v _ v- O N r I I` 0 I� J co M t2 I rn r� Ln N 0 v 0 Q cn 3 I- Q N N C a E E O 2 L v c C J c 0 U 9 LZ N N 0 v c 0 a N N 0 v 0 d 0 a z W 2 m 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/6" 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 a 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 Tt WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "" WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as® in each detail that corresponds to the numbered items in the list 9iinstructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 o� SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER S.0 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 r 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE >Z JOIST SINGLE WOOD BEAM JOIST BELOW Z. 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 V-4" PFR PLAN SHOWER SEAT SELF-ADHER 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 eAerior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved writer -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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER AIN Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer Or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD 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 flashingshall be corrosion resistant. Fluid -applied FLANGED WINDOW pp 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, `�0 R(BEFORE FOLDING, SCORE ELEASE PAPER TO EXPOSE 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" 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. 1 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 TCH HERED FLASHING 2 I4 5 1 I I I I I I F______________====_J Z Lu PLASTER STOP CONTINUOUS BACKER W U ROD & SEALANT W IX CIO A 1 1 5 FOUNDATION WEEP SCREED II -STRIP OF SAF !-DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I I- WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE i THIS I NATU DO Nf DRIP ACCE 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 IAL FRAMING IAL SHEATHING ;AF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 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 ASTM C1063 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 Cs CV � O > W '� c o ocoC tO L.l N m �v x .y lQ O L 6/ Q N � ;v CJ � 3 � A d% �3 N C C) Eb v fM 0 N N 0 ,%('p, LEJ�-k�,,,, `(JO' . , C•V7O •NoP«. � �4 `%% To the best of the Eng ge, 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 Engine's signature and seal. a RM W a �' E S o Moo�,C U O fV N � Y 2� 0 00 S LL LL M tn� LL a w a Q - m LL u- li z Z Co C � o 0 0 =@ p m Q W W05 N f J Oj 02 rn -, 1= z Z CID w N Zh Z 6 N H a Z W z � z Q a � N U o �-J � va lZ w � U � �N LU g c U w W Ri 8 = L U 'o as c W I00 • O Offi- T w M a O z Z 2 Q r7jE C1 0 E m U Z 2 g O zz Z I_ r0 o 0 o o E Co �� °z o �Z Z t0 �� < o w z .w C < a m 0 o� Zm J H w S j O y U �Z S O o N � az � W m <o ©LL �� J _ wa 0 X0 M LT `r 2 ov 3 c e > 00 N I- CN L Co T_ r ,-- T 60 m T I- O LO i--• M LO .0 To C3) N LL') ui Z r C\V o o Z m Z E O y T l0 E U c a _J Q p _J JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. W P Mounting Brackets �10 Gauge� +1/2*x4-1,?2'x2-12' See Anchor Schedule Baits 112" Dia. A3 25 Ga Iv. (Typ.) as _11, Iff Sell U111111M Screws A/C Unit BottDm Edge as Hurricane Strap (TVpic-A 3 in front) Front Cross Support (May be cut to W1 Left Bracket (16 Gauge) # 14 Self -Drilling Strevirs. Thru Brackets & Back Cross Support into AIC Una Bottom Side (Typical-, 3 each side for hurricane use) Washers / Self -Locking Nuts Sip"k umiallairtin �,.iuxns im-W -th ld Ha� = Raised arvisfidir trillion familiar 21ill MM varraig. Manulacturror Am...., 2020 3-0 Vent pldw.. Ine, C.d.gM; Components SubL~ry: Products Introduced as . Result or Nw Technology Compliance Method: Evaluation R pan torn Francs Registered Architect or a U:ameed Flards FJ=413 land PrIcir-heral Engineer in -if gal. Number or Ram ='M I 01540-510 2 SnariVent Model #154 3-511 3 SmrtVwt Model �520 1 sheartivent Model 04 540-521 1 SharnVentMode1#154 524 6 Sherivent Model 91540-570 7 S-ftV.t Model 01 540�574 Wk Cross 5upphort (May be cut to W) Right Bracket 6 Gauge) Flonds Depalment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga I uf 1 12ile"21 ErMN or 20 211111, Date Panama 2u Contest Ensilneeir, & lJoiniew VHdtd Sir Validated eaterhavol FSQ A20191nil A,- Elba Michael Crurinn H-F N.-PLF- Lack. 110.d. P.r. 12A 3=0 l2r1612020 12(21512020 Approved (87T. 441-63,35 PE-737TO 4334) 300-1800 infaCs-riverit earn Product Dowlittlain Dual Function FloodindlViintlier9cenVult Catality A,- 171310023 A-,dfrU,, A-haved In 11i OutWcb Y. for Use HVHZ Y. Wall Resistant NA deals. PNdudl .10WOO Died Function Flood and VenuallonVent 213�023 yes yes MIA 1110,LIDI Insulated Flood Van, 213 rA23 yes Yes INA .1 axh� 00 lh.I,t.d Flood Vent 1 W1,2023 Yes Yee WA .1 00,L 100 1 S&q.&; Omega [I- Flood Vent lZO102023 Yes Y. IMA N/A Wood Wall Insulated Flood Vent 1213�r= Yes Y. NA .1" 100 14.68cluct; Guags Door Flood Vent 1 203 r1023 Y. Y.: IMA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i art 04121121 99k Entity MR Ro Dale Pencina 20 YA= mmurwwm Carved! Enalas-8. Licares, Vaildidgill Rv Validated Submitted FRQ Accragal A,,,,d Bid, R.,"ce 2020 Drexel Metals. In. J- Shumate Zachary R. priest Locke Bovdil P E. om1=020 GaMS"W20 malliI 10,13/2020 Approved C.kgW. Reeling (5020 1511 PE-74021 r334� 300-1 act) subcalliqlani, Metal Ronifin ph-lb,@cInumet- Consul- Method: E"lustloo Report frorn . Petrie Registered ArcbkZ or a Licensed Florida Pricit-I.mad Engineer IFLE11912,16111inaduct. Queen, A- A=avod forr Use AinaronadforUse Winces 0"- liguill Product mom rest Niame Pro" 0�lalhcin - In HVM out" "VIII no~ leresishure I D-1 Metal Flooding Syniterma DMC 1 DO NS, DMC 1 5DSS: DMC I ?5S. DMC 2008, 1171,12026 Yea No NIA .00LMD DMO SV Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail UK Entity 291 9& Date learldhin 2& 1121 varman W-utd,, Contact V.11dided a. Validated 2.9arrithid FBCA-" Androved All" Ranision 2020 Thermus-Tru Corporation Steve JaSpe,ron Lyndon F. Scheldt. P. E. Ryan J. qng. F. E. msmzi 1MV2020 0412=021 06MBM21 Aw-el Category: Exterior 0- (800) 1143-71528 PE-43409 (813) 707-6555 Subcategory: SWriging Extem Door Assemblies Compiler- Method; Eluation Report *a, . - Florida Registered Architect or a Ucensed Florida Professional Engineer fWD4U4t5 Products cluaillsilk-no. Adesoved fr Use A-,,d for Use heated 200 :t=' 'd6miceith Product Ithiscaltiffies, all- Did, in HvN2 Outside HVHZ Resistant 1 iNbuent'as 9-1 c's �St Norrin.1 6039.8 tiquat;Impoctilquat; Cho, qua 12131121'0" No yes 'yes WA Composite Edge Fiberglass Single Does cinWilgioutwing; X confitai rationi 2 b. Thmma-Tru Fither-Cfasse ad Smooth.&u Nominal INUMS &quipshripectitquat; Opaque 1213112026 No Yes Yes MIA CoMp "'be Edge Fib"em Single Dw With 86411te(.) (Insvil"gAoubiving. XO. OX or OXO corisu',""'r) 3 ThernI Fiber-Clasdoc and Samocith-Sum Normil.1 Sam.$ Opaque 12(3112028 No yas Y_ MIA Composite Edge Fiberglass Double Door WO or with" Sh"Whas cinwingfoutswina XX car OXXCI conligurationsi 4 d. Themea-l". Fith-Cl-e and &-th-Slu Norrinat 8&#39.0 equal3n-Niquo]; Op. qua i2f3l)2TA Me Y_ Y. MIA Composite, Edge Fiberglass Single Door (InseingtOurtswirig� X comfoi rationj 5 a, Therma-I'm Filbei,Classic and Smooth -Mar Nominal 1118439,10 aeciumirl"ClAqu": Opaque 12131f2U6 No Yes Yes MIA Composite Edge Fiber" Single Dow With Sideltalst (InsaingiOutsaring. XO, OX or DXO "itturallonal 6 f. Th--T. Fither-Cl-i-mid Smaddr-Sim N_I..l fia#39'10 aqelph"Pect&q..1; Opaque 12131=26 No yes yes WA Composite Edge Flbagliiss Double Co. �Ilflh or vilhourlsidel"as (InsmillifOutswing XX or 01000 oce1gurati.n.) 7 g. Themna-Tru Fiber -Classic and antooth-Siat Norminal 6941 &qud:lmpI8q-I; Qued 17J311206 No Yes Yes WA Composite Edge Sbarglaw Single Door tins.0nWOurtswing; X coingundiall) a h, 'therma-T. Fib-Clusle end Smaolh-sar Norinnal 6&*n,8 tiquoLtntcrulknuot: Glazed 1 Z1310026 No Yes Yes WA Composite Edge Fiberglass Single Does �ft Sidi,litins) (InswinglOulverho. XO. OX or OXO contgunitiona) 9 1. Thernme-Tru Fiber-Oassic and &MtXh-" Nominal 66111311.8 Il13UCt:ImpadSqUrA: Glued I W31 r2M No yt's Yes Ni Composale Edge Roseate. Double Door n4lb cer witheart adeftes (In-imsyrDitwing XX or OXXO corriguredions) 10 J. Therme-Tru Fitim-0-1c and Smaoth-Star Nonrlmol S&#39.-0 &quot:""at&quct; Glued 12(3112026 No Yes Yes NVA composite Edge Fiberglass Single Does Ommi'alout-ing; X confitphatia-0 11 k. Therma-Tru FIber-Clasto and Smooth -Star Nominal 884131 Glazed 12131 r2 M No Yes yes WA Comp"". Edge Fiberglass Single Door �fth SidelI IfinninvingrOuthowing: XO. OX or OXQ =119"hars, 12 1. Themna-11r. Fillom-Classic: and Smooth-aar N_hnal S&SM;0 &cpd; impa.Mquot: aimed 1271am No Yes Yes NVA Casn"'a" Edge Fiberglass Double Dcar Mth ex Whout SIdeftes (Ind.gfout-ing XX or OXXO -inurstionsI 13 m. Therma,"Tru Fither-Classic and Smooth-Ster Nominal 681139A &quot. Impli aimed 12f3l/2026 No Y. Y. WA MI Open Composite Edge RbWg.s% Single Door (InsimWOUtsixing; X configurstorl 14 n. Thmm.-T. Fib.,C) .. le and accolhau Nominal 68*39;8 Glazed 12f3l/2026 No Y. Yas WA V.1d.d Op. Coorp-re Fdr Fib".. angs Door �dh Glazed Moded Op. Sstolil (I-MinyOurtlail1g; XO, OX W OXD e-fig-lin.) is Therimi-Tru Fiber,owele and Smooth -am Muninal SL#391 &qudVmmpad9qLmt Glazed 121'31120218 No Yes yes WA Molded Op. Compost- Edge Fiberglass Double Door INM a without Gland Molded Open Sidialftes ifiri-In WOubm" U; XX a OXXO configurations) to p ThemmsTar Fither-Classic and taroath-Star MkInnimm s&#39.a &quFx;mPw&qNoc Opaque 120=26 No Yes yes MIA Composite Edge F lowillass Socit Door with Mixdad Op. XO. OX crox0conlieur'sid") 17 q. lharma.Tw Fiber -Classic and Smooth -gar Marine] WOOS Opaque ID31120213 No Yes Y. WA Composite Edg. Fiberglass Double Door veth or Without GI.W Mathieu! Op. Wall- (Ift"Ingtoutswing: XX or WO ocriflipurail Qa MW Verde, Manulactur R.,,,,. 2020 POT In clsbtals Caftory: Exterior Doors Sul,Cd,gory; Siding eiderflor Door Assemblies Campliance Mdhod; C"Incadcan Me rk a Lralng FLA2111141133 laroducts aw g ��ftlhudrsla. . lassie mosell Florida Department of Business & Professional Regulation Pep I or I Building Codes and Standards IN2=1 Product Approval Application Detail Entire Dall, letridirso carried VAORI IW Sudertned 14111C Approval Anotaved awA J., RoacAssid Mlarri-Decle RCCO - CEIt M6A-Ddr SCCO - VAL 11119a= lor2&7020 11124r292D APPrOW01 (941148&0100 (786) 315-2590 ince-ki@p9thiclu.blese Quality Anurm" ArgrovedforUhm AparmiedicrUst ImM overall Product D-1,11- Data in mvm Resistant Vinyl Sliding Ore. Door 04114a021 Y. Yes Y. WA November 1. 202� PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the infonination and approval numbers on the building components listed below if they will be utilized on the construction project lbr which you are applying for a Cate gory/S ubeategory Ma nufa cturer Product Description Approval Number(s) Test Pressures Expire Date 1. EXTERIOR DOORS 1 1 1 1 1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf i 12131/2026 B. SLIDING MI Windows and Doors Series 420 FLI 5332.1 - FLI 5332.5 +40.0/40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation Standard Performance Sliding Patio Door FL1824 +40.0/40.0 psf 2/16/2032 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12131/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248. 10 +30.01-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.41-38.3 2Lf_ 12t3l/2023 METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12131/2025 -D. 2. WINDOWS A. SINGLE HUNG Mi Windows and Doors 3540 Single Hung FL17676.11 +30.01-30.0 psf 4/12/2027 MI Windom and Doors 3540 Series Fixed Glass FL1 7845.1 +35.CV-50.0 psf 4/1212027 MI Windom and Doors 1620 Series Single Hung Non -Impact FL21637.4 +35.0/-47.0 psf 811/2027 MI Windows and Doors 1620 Series Single Hung Impact FL21637.8 +35.0/47.0 psf 8/28/2027 Mi Windows and Doors 1620 Series Fixed Non -impact FL21639.1 +55.0/-55.0 psf 8/17/2026 MI Windows and Doors 1620 Series Fixed Impact FL21639.6 +55.0/-55.0 psf 8/15/2026 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35,0/-35.0 psf 6/17/2027 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.01-30.0 psf 1/28/2024 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 3500 HP PW FL1 7845.5 +70.0/-75.0 psf 4/30/2026 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 MA FL66 I +50.0t-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION Mi Windows and Doors Series 5764 FL1 5353.2 N/A 12131/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192.2 N/A 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soll"it FL1 5272.1 - FL1 5272.2 +75.01-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofflt 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 1211612025 B. UNDERLAYMENTS Tamko (fbr Shingle Roo� 151b Felt Undeflayment FL12328 N/A 611/2026 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 1212312023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9t9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2OT4 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 1211012025 E. ROOFING 11LES Boral Tile Villa 90-00 FL7849.27 - FL7849.28 N/A 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 1 OONS, DMC 15OSS,. DMC 175S, DMC 200S, DMC 5V FL1 7679.1 +0/-180 12131/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FL1 5076.2 N/A 12t3l/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn, see chart Simpson Stmng-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - FL1 999.4 N/A 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12131/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, I_VL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2025 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158 N/A 5/21/2027 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inibrmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 W 3 11252022 Goal Entity W 2112 211A Dale Fienclina im version Manufacturer contact 111,11.11csin" Validated Validated 3ubm Ithed FISC Approval ArINCIVICI Emu Revision 2020 Therma-Ttu Corporation Steve Jasperson Schmidt P E. Ryan J_ King, RE 07123t= 071i2t= 07r2W= 1DM3=20 Approved Gistregorigr. Exterior Doc' (800) 843,-7028 PE-43409 (813) 707-65555 Subcategory,. Srni Exterior Doar Assemblies spaparson@11huse-tru.- compliance, Method! Evaluation Report from a Florida Registered Architect cir a Licensed Florida lit.120110"S Professional Engineer Produces S4q a Number or Metric Product Description Qua ywad Apartiviiii for U Contact Expiration In H Outside HVRZ v IM Resistant Design priessuirs, CD 1 and Smooth -Star Nomhal 8&032;8 &quMImprct".M Opaque 12151=2 Yes, Yes yets NiA-= Composite Edge Fiberglass Single Door onawrigirOutternirrI X configuration) LAJI 2 b. Thermai Fibar�Clarsskc and Smooth -Stair Nominal 6803S:8&quatImpac1AquoI: Opaque 12131 y Yes .a Yn yma NIA 0 Composite Edge Filberillasia Single Door vvith Sidelite(in flmlaMingfOutwing; XO. OX or OXO CL. s a Themna-Tru Fiber -Classic and Smalh-Star ) 8 Morrinalls9#39 AquatimpactAquintOloaque, iwil= Y_ Y" are --"z Composite Edge Rberglanna Double Door Wth or 21-C ILL. vAhourt Sidelflass, (Ill�llra/Outsmxrla, XX or OXXO Cx,. Cc C= 4 d. ThernhaTru FlIber-Chassle and Stiriocith-Star Nomhal U#39;0 &quotIrnP2Ct&qU0t Opaque 121310022 Yes geses Ya" Yes g Composite Edge Fiberglass. Single Door I CM si ou 5 e. Therme-Trui Fibet-Classic and Smooth -Star Nominal 8&039:0 8iquotimphouttIq uat Opercl 1213V2022 Y_ �0 Yes 514C-L W Compouts(lidge FliberglashiSligleDoorWith - E Eadelftei "InNingfOuttinving; XO, OX or OXO 6 1. Themrsa-Tru Fiber-Classicared Smooth carifiguratlon 0& Manurial #L;0Aquat.Impaob&quotOpaqisa 1213112M yes Y" Yes, IA. -Star Campo Edge Fiberglass Double Door - e 3: cc 'it' Wth or _11hout Sdalit- (1-ing/Out�ing: XX or OXXO C3 7 9. Therma-Tinu Fbw�Classic and Stricerth-Star configurations) Nomnal isili &quotimpactlIq uol; Glued 12131r2022 Yes Yes Yes St. 19 Composite Edge Filtainglasha Single Do Unumving/Chunw,ving; X cordigunation) V) a h. Thermip.-Fri Fiber.Classic and Srnooth,St2r Nominal MA39:8 "ItrFd2ct&q uat: Glazed 1213112022 Yes, Yes yes Mi= c- Composite Edge FlIberglasisSingle Door kulth c SWeliteris) (ImsWing/Outsvidna: XO, OX or QXO configurations) 9 1- Thermat-Tru Fiber-Claressi and Shicorth-Star Nominal 0#39S Act-timpaI uall Glued 1W112022 ye,s Yes Ye's NIA 0 Compostit, Edge FlIb"lauss Double Door vAth or vAlhout Sideliteria 0 XX or OXYO -nfigurations) 10 i Therma-Tru Fiber-Classio and Simaitth-Shaf Nominal 88#30:0 6quadmoradI&A uot. Glued 12a112022 Yes Yes Yes, NIA Composite Edge FilitwgIrsiss Single Door OnsaMilgMuts,ning; X configuration) 11 k Therma-7m Fiber -Classic and Smoth-Star Nominal 5039 0 &quotIrrrpact&q uc� Glazed 1213112022 Yes Yes Yes NtA Composite Edge Riberglares. Single Door wth Sidelittri AD, OX or OXO config.viticin") 12 L Ther-Tru Fiber-Clasale arid Snicalth-Shor Nmhgl 8&M:D &qurtmp=s&qua1: Glued l2j3lr= Yes Yes. yea NhA Composite Edge Rberglama Double Door �,ith or without Sdalites (I risamng/OutpAing. M or OXXO comifiguirations) is m Thennia-Tru Fbar.ClausiI Smaxoth-Riar Nomhal 6114130ill &quotirripact,11dua� Opaque 12/31=2 yes, Yes Yes WA Composite Edge Rthergless Single Door Wth &quc�Nqm_I"p2cMquo1; Sidellts(s) (I-AhngirOubiwirro: XO, OX or OXOccrifigurtmom) 14 n. Thermse-Trui Fibw-Clasulic and Smooth -Star Nominal 0&039;8 iliquotimeauct8quot, Opaque 12131Q022 Y_ Yes yes NA Corilposits, Edge Fibeelglares, Double Door with Ilicluctr4on-Impactilloquat Sidialli (IninxingtOurtsning; OXXOconfigurabon) 15 a Thahnrha�Thu Fiber-Classlic and Smdroft�Star Nortlirial 811,939 0 &quothrriphadi unit, Opsi 1=1i`2022 Yes Yes Yea MIA Composite Edge Fiberglass Single Door .4th %cluct'Non-ImpaoMquot. sidelite(s) XIO OX or OXO config uraboms) 16 p. Thismis-Tinu Fibeir-ClassIc and Sillooth-Slar Nominal 6&#3aD Lquartfirripsel,66cwt Opaque I VSI 1`2022 yous Yes Yes NA Composher Edge Fiberglass Double boor with &quat,14carl'Impact8atuat Sidelites(InsWingfOurtswng: OyXO cothfiguration) 17 q. Themiati-Tru and Smaxith-Stair Nomnal Sti Opaque 12131= Y_ Yes M. NfA Campiteatis Edge Fiberglass Single, Door OrwAingtOutswing; X cardiguration) is r, Themla-Trw Fiber-Clasurrand Smoolh-Star Nominal Opaque 12131 r2022 Yes Yes KID MIA Composite Edge Fiberglases Sing is Door Wth Sidel"'(si (IrreswrigKNurinvurri X04 OX w OXO ..."gustirl 19 s. Therma-Tru Fither-Clusic and Smoorth-Star Nornhal SU39;8&qucrtNon_Imrxqat&quat; Opaque 1251r2022 Yes Yes No MIA Composite Edge Fiberglass, Double Door Will or ,vithourt Sidelitars. OnanringlOurnsAing; XX or O)C<O configurations) 20 1. Thernia-Tru Fiber-Class4c: and Strocilli-Star Nominal M#39,0 &quotNon-I mp2ct&quot, Opaque 1213112022 Yes Yn No NIAL Cortliposita Edge Rthergl2ts, Sing le Door (InsvilngrOutawhig: X configuration) 21 u. Themas-Tru Fibar-Classic and Smcroth-Star Nominal W30:06xilictrNor-Impsciti1quot; Opaque lW112022 Yess Yes No NIA C<vripsesite Edge Fiberglass Sing le Door Mh Sidelite(e) OnaviiingfOutwri XO, OX a QXO conflaurmons) 22 v. Thernme-Trui Filb-Classic and Smooth-Shar Nominal 88413R. 0 &q.crt, Non -I mpsidtiet-t; Opq- 12J3lrA= yes Y_ No MA Composite Edge Fiberglass Double Door ifilt at ,arthoul Sidelfts. (I nismingfOurtinving; XX or 0)0(0 configurations) 23 w. Thermat-Tru Fiber -Classic and Smooth -Star Nanninat 6'lS &quotNon-Impact8quot: Glazed 12)SV2022 yes, Yes No KVA Composite Edge Fiberglass Single Door =94uponfiguratlort) 24 x. Thwmai Fiber-Classixtand Srradh-Star at; Non-IrripactiIi Glazed 12J392= Yes, Yes No MA Carmacesub, Edge Fib-ol."' Single Door �Mth Sidelita(sl (IneWinglOulawrig; XO, OX or OXO coInfiguratioms) 25 y, TharmaI Fiber -Classic and Smooth -Star Martinet 6&*391,8 &quot.Nw-Irlwct%quat: Glazed 1203112022 Yes Yes No NVA Composite- Edge Fiberglass Double Door vith or vvithool Sidelines Ontaving(Outravang: )V or OXXO conligurartioles) 26 z. Therml Fiber-Clarsec and Smooth -Stu N- 0 litcluctNcei-Impactiliquot; Glazed 1261 n= Yes Yes No NIA Ccx;j�� Ed. "..'ades Salglis Door Vns%4ngtOLdaAng; X configuration) 27 22. Therma-Trui Fiber-Clanualc and Srrxmth-gt2r Norrinal 8&*3aG SicluotNan-Impact8uquict; Glazed 1 ?J31 r2022 yea, Yes No NIA Composite Edge Fiberglass Sligle Door with Sidelite(l] OnswIsWultswng; XO, OX a OXO configuraboxiss) 28 b. Th-Tna File-CL.-ic-d! 8 ... kh-Stm Nominal 8aAOQ 0 Squat Non -I ml-Mcl.cril Glazed 12GIJ= yes Yes No WA Edge Fiberglass Double Docormith or "Ittiss (I nsm nWOuthsNing: )C(or OXXO wrifigunations) Qk I= Vishilo, Memulacher, R.'". 920 MI villedws and Doors Caftory: Edeflor Doors atitiCablory: Sliding Exterior Dow Assernbiles Compliance Method: Elfthatlion Report lions . Florida R.9haradArhithict or . U-sed Florida F1.11116=4111 Professional Engineer Products fti Nuirribs, ar Narear ==MINUMSGD I 2 SMES42 ALUMNUMSGD 3 SER�ESQOOALUM�NUMSGD REINFORCED 4 SER�ESQOALUM�NUMSDD REINFORCED 5 SER ES 420 ALUM NUM SGD REINFORCED Florida Deparlintent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 102 UP21121 Erftv or 20 211A Withipmansas alLa Caralact Era1mw a, License Validated Sur Validated Submitted FOC Ausararend Amarearad MI& grant minger L.I. Robert. Lanne. St- M. Urih. PE iMR/2020 1010111 10410020 12M0020 Appro;ved (717) 365-3300 PE-02514 airl 317-8454 kidlinganami.el larciallatit pree"Ilece, QLISRV ASWAV" Cantag=Icas Dab Approwd for Use Approved 1, Hi Outodde for Use HVHZ 111311111 Residue 2WM P-m SERIES 420 ALUMINUM SGD OXO 4 No Yes Me N/A l45_Y4&quot�aSD3,qI NON -REINFORCED SERIES 420 ALUMINUM SOD Ox� Xo' xx 1213112024 No Yes No WA 96& or' $06quot; NOW REINFORCED QU "' SERIES 420ALUMINUM SOD REINFORCED OXO 121312024 No Y. No WA 146- y4&qut,.N&qu0; SERIES 420ALUMINUM SOD REINFORCED OX 1=lrA�4 No y" No NVA X0. XX 0681wtxUatiquall; SER IES 420 ALUMINUM SOD REIN FORCED XXX IM142024 No Yes No MIA l43&qUotR9S&qUat; Florida Departirrhart of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Of2 1AM21 C040 milmy 204 21111 Dab Funding 2" 11121, varlurn M-,F,,I- Contact Validated Ser Validated Substruthod FINC Adorned Achindead achm R.M,i. 2020 WayrI a division of Overhaul Door Dwre Karnish John E. Seen Jlboy P. Amason, PE. lam Zi`2020 OWSM20 10=620 lZ115(2020 Approved co,porat (3301183-8121 PE-51737 (904) ul -5200 Category: Wen" Voc, d 194-y-derharrX Subcategory: Sectional Exterior DwAsserinblNes or Compliance Method: Evaluation Report "M a Florld. Rogstmeel Auctiftect or a Licaread Flond. lardoWerial Engineer FUMZ494M EtdMcft Product Model, Number or Nam Product DeacrIptiorl Q�AN�A� Consists ExcIrallon clehe Assimarsed Their Us, A-vaid III HvHZ fair It, outside IMR" Camou ItesIstart Pressure 3 MMM10OM200 01105 98AM; Ms. Iddn 14&039; Ms. height aiming 12131,2023 No Yes Yes -3lo(r/-35.DJ mialible In top a Intermediate swim. 8000MION200 #1123 158M. him wedth. 146,09, Max th eight, Olming 1 2rJ 1 (M 3 No Y. Yet .30,00kn5a �a wallable In top " intermediate .4dion. 1 MIS 100"200 #1124 1011,039; him Width. 148439: Mu height ismIng 12131,2023 Me yes Yes -34.4l a,Allable 1, too m Internidiate wien � Florida Department of Business & Professional Regulation Pagel at 1 Building Codes and Standards WA21 Product Approval Application Detail Data lasn'thred 211A 1122 verwo a License Validated IW Valiclated sularnifted F5C Apoil Anstra Militia R"won 2020 Curren Dlylslori of AADG ' Ina, Tom, Ridley UL LLC Troy 61.1op, P E. 1211012020 12001,12020 121211'2020 Approved Cadagari: EdmI., V- �1341) 494-2813 (954) 947-0660 Subcategory: Exterior Door Component chh'aft.Aasseably.,C) C."llasee. Method: Celleallon alert Listing in 37418 Produllitt Afistroyegi for Use ApproMfw Use lamerA Dodm I =�NELKA.N= laraducst Deacrisabari contract Explosion I In It" Outside HINZ Resistant P.... 47,757,777. and 847 ShUland pairs of F ..h. GI..d, and L-.d .1.0. and mi. of 1213V2025 Yes Y. Yes WA Docirs lh� " metal dws. cn -0 0 > 0 2 C5 o cn CD = CU 0 0 -cu 70 in �o 0 = 2 C:)- = C 0 W CU = 0 .0 CU U_ 0 > .w Cn - Cn E CU 2 C_ CU -0 -li-a Cn CL < 7,A -&-eall' cla co > C) > L CL 0 0_ < fee-eir 0 0 L_ CL U) CIO M -0 0 LCO W < Z C11- SHEET NO. PA 1.0. CU Florida Department of Business & Professional Regulation pages do Florida Departhient of Business & Professional Regulation Pagal sit Florida Depa riment of Business & Profealsional Regulation Pagel ft Florida Department of Business & Professional Regulation Page I eir 1 > Building Codes and Standards Building Codes and Standards 1AM21 Building Codes arid ftnidards; IAr02I Building Codes and Standards 7A?rO23 Product Approval Appillicatilon Detaill Product Approval Application Detail Product Approval Application Detail Product A pproval Application Detail 2 0 0 version manufacturer Contact Enalrisers,Licamos Valklated By Valkistad SubfnftM FSC Agcroval Approved 2= EFtNV W 292 Do" loardfina 291 Mink, ar Dab pendirea R"iston 20M Thermai Caporation shwe ifispenican Lyndon F. Schmidt, P E Ryand King, P.E. 1010712021 OW18IM21 10113=1 12fl5r2D21 Approved TWPN Version Main Contact Enstirmarilk luxins. WHilated By Widlead jxUbefifted FSC Aftemu.1 APP, RW- 111,21 vande Manulac Cer"d Endrieserauciewe Validated OW yandoosed Sutionitted RIC Approval ADM San mm version Manufacturer contact Eraimer as Licare, Valklabrill Q, Validated 3.1ati FOC A-r-al A,--d Category, Exterior Doors (8= 843-7628 PE-43409 (613) 767,0555 Alflonstion W20 PGT Industries Johe Rsdnexed Mkind-1350013COO-CER Morni-Die. BCOO - VAL 1110SM20 1 I10W2020 11,MI/202a Appri-ed Re,491w 2020 MI Wilmd-, -d 0- Start Whig. ArnedcarrAmbilischiral Steven M. Urich, PE 10101i'mo 10MM20 10fisinm Approved Routs. 2020 MI Vftd-...d Door, grant Swinger F.-hation and Gliating Sevon M. Won. PE I 0A 7/D21 1010942020 1012212021 APK-d CU -cu SubCallatiort. Swinging Edairior Door Assemblies category: Wirdoms (841148S.D100 1786) 315-2590 jr-,kQipgan,1uwfi.e. coliet Wnd- slow (717) 366-3300 Manufacturers Ass-ladon (717) 317-8454 ballgeramnad.com crangory: Wridow. (71 Tj 365-3wQ 1hdinahrrAIII-offormarlyr (71[nW-8454 ch Compliance Mathodi 9walusabom Report tmm a In SkdKmhWxy; Battle Himg conelhartaxis Method: cortnoutIon mark cal-lefing Subcategory: hort-cal compliance NWhod! Cwffiwfiw Mark cr Listing Subcategory: Fixed botmkinamned- AAMAI Florida Registered Architect "a Licensed Florida CoorkpIllanin, Method: Corthlodon Mark arr LWjhg 2 Prafeseonal Enginw FILaSSM Motrits, I'LOSM41ti PM49% Fulftlaismilisdasern, (D FLOOD-401471sarolluctio Gualk, A- A,,r,-d far Us, Anaroneelf-Uss hodea Dalkon Awarinixi for Use Appro"d her Use Iffaxed ft* Quality Assurance r AparoWforlhie peam 0 CL a ?:: QualityAngyrance ApproveadforUsis ApprouxIdlisrUs Impact Beelan Ask# Product Modet, Number or Nam Product Drecrittlov corftad blotrallima ode In I(YHZ oussick, Kisi*tWl Promote 07/=D25 Y" yes. Yes WA RIM Product deserted- Contract Exaltation Dab Outside, HvHz Itwilsheit Frisslea. DWI Pro" Model, Number or Product Description rallm !mod Date In "vHZ Outside EW4- -9 = = 0 LL ftl Product Model. Number or Name Product Dissimilation CoWild Expiration Dalle in HYHZ Outside HVHZ Rest Pressure 2 SH5500 (Large Ni'slo Impact! Virrit Single Hung Wind- 1 1$$ F. and Range Ft.- 73.92 I-Astird 1311.. 02J16=4 No Yes No -55t-85 I 350D HP PW 72ida) Fin Frame W3012026 No Yes No 7= 496 1 a, Therma-Tru Fiber -Classic and Smooth -Star Nominal 69039:8 &quotNor-lrnpac%quot Opaque IM112022 Cornposke, Edge Fithergess, Single Door No Yee No WA 2 35M HIP PIN 91.63 Fin Frourn. Urj=2026 No Y. No Yee 0 > X 3 Y.W His PW 96.80 Fin Ft... 00116M25 No WWLj -0 2 It. Therma-Tru Fiber-Chossic and Smooffi-Stor (InwArglOuarixing; configuration) Nominal 6LI39:8 &quot Non d ripactilquot Opaclue 1231M22 No Yes, No NIA 4 HP PW 96.72 Ft. F... 04rso=a No No 'ff lk E 2 C.nV-% Edge Fiberglass single DOor with 5 11 3500 HIP PW 3500 HIP PW 72x5a F"Wer F- 000=6 96,10 F1.1.. Frame 04130=26 No 0 6 ft-711 No y 4mmilt - N. Cn Sklelfts�s) (Im;WnglJDu1%rWn;: XO. OX or OXO configurations) .1 ZW HP PW W.72 RON. Frame 0413OM20 a 4%'f No y C.,4 CU 3 c� Thernw-T. Filboaf-Clarsesic and Smocith-Star Normal 69#39;8 &quco�Nor-ImpacI8quci; Opaque 125112022 No Yee No N/A >< La - so CU -1-a Fiberglass Composite Edge Double Door i4ft or C U) M = _ _= 4N without socialites (Jins%%ring�Outswng; XX or OXXO -0 . -figurations) OA 2 4 d. Thertria-Tru Fiber-Clossic end Snxooth�&Ixir Nominal 7'0 &qluok, N-IrripsictSiqu.1; Opaque 125112W2 No yes No NIA Composite Edge Rberglase, Single Door X Cut 5 a. Thermst-Tru Filher-Cliessic and Smooth-Slar (Ime,ungtOutwing; configuration) Norninal 7'0 "Non4m;ac;t9quot Opaque 12/3112022 No Yee, No NIA ej CL. QJ :' r= Composite Edge Fiber2losas Single Door with C3 CD Sidelfte(sl (ImPoonglOutsxiiing; XO. OX or OXO 0 f Thermat-Tru Filder-Classic Slid SmootII-Ster configurations) Norninal 8&#39:0 iNquothlon-ImpaloSquot, Opaque 1213112022 No Yee No NfA Florida Depa rtment or Business Professional Regulation Pag.1 all Floridis Department or Business & Professional Regulation Postal all Florida Department of Business & Pirclifedislonal Regulation C3 3: �Psgo M, Composite Edge Fiberglass Single Door Building Codes and Standards Building Codes arid Ste n4a rds, Building Codes and Standards LD "IA@I OnswrilifOutswing; X configuration) 2. cm Call 7 g. Therrimar-Tru siber-Classic and Smooth -Star Nominal 8&039;0 "Non-1mpsct&quo� Opaque 112131t2022 Composite Edge Fiberglass Sngla Door wft No Yee No N[A Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ir. ze, 6 h. Thismax-Tru Fiber -Classic, end Smooth -Star Sidelite(s) (ImealrafOutsaxing; XO, OX a OXO configurations) Narrinal8&#H;O&quotNon-impact6quat; Opaque 1M1t2022 No yes No NIA Composatia, Edge Fiberglass Double Door Wth or 229t Entity or Date pandina got Mostly or 20 M Dab lasnarka 2& Entry or ode Pondinal 2, vilthoutSidelfies (InsmrWOutaWrig; XX or OXXO 11M Vwvlo Man us*". V011dolod Submitted PIC Aticancyal ADM own mm vorski Wiffin C911tut andaraderguesmil YW]debd by Validated 41Aamdft4KI FIRC ADIXQVQI Appra Version Context Emomajor I Lcoarre Validated Submitted FBQ A-,nal A-�4d 9 i Thernme-Tru Fiber-Clemsic and Smooth-Stor configurations) Nominal e8#30;8 Muothlon-Impact6quot: Glued 12)3112D22 No Yee No WA Atfirmatan 2020 PGT Industries Jan. RW Miami-Dd.8000-CER Mwm&Dd. BC;C0 - VAL llvw2QZO i1m5m2o 11fl-1/2020 Apprmd ReMew, 2020 MI Ymcf- and 0- B-1 Sigiiiiier We R Lormse, PE Steven M Urich, PE 1 OID01=0 11006M20 10MI1,7020 1Z'1=020 Approved Affinnation 2IJ20 PGI-thdashiNs, jors Rewired liti.mi-Ded. RCCO - CER Morri-Dade BOW -VAL 1 Ifflsnox IIIAArA20 I Ill 1=0 'M,-d Composite Edge Fiberglass Single Door category; Wndo- ISO) 440-QlOO (760) 315-2m Category: Wifirdloars; (7171365-3300 PE-82514 (717) 317-846+ Colagory: VAndoant Coal) 488,0100 1786) 315-2590 (Ins,nmeOutswing; Xconfiguration) Subcategory: Fixed aulaCathigary: 14.1hors, bidtfingenihn'tted.com Subcategory; Mullar. iroo-kitillpordiricluirtrialic 10 J. Therma-Tru Fiber -Classic and Smwth-SWr Norninal S'B &qUMNon-I mpaclsquot, Glazed 12/31f2D22 Composite Edge R bargilass Single Door Will No Yes NO WA Compliance Method: Cardlication Mark or Liating am ContiollixeCla Method: ent.100n Report tam a Florch, Registered Archimct a a Licensed Florida coming- Method CrtM,,dl.n Mark or Lhang am Sidelft(s) [1nsWrGfOutaWng: XO, OX or 0XO FL#2434t?A fire Professional Engineer FLOM4tiSPladUd, configurations) Quallix Asserwaxii A-,,dfU,, A-vall ft Uss IMR" [Milan OAAiRW Assurance Andrews! for Use Adoria," forr U, ligeold Donald, Z 11 k. Themas-Tru Fiber -Classic and Smooth-Shar Norrimal 0&9W8&quotNor-Irawct8quat Glazed 12r3112D22 No Yes No WA 2151LA Product Itsecriftdor, contract Exeralton Dab In AWZ outside HVHZ R,,Itt pressum E&AW&WItakatilA Ali" Product Me". Number or NWR Prolluct Opurblito Contract realmdon Dam, in ii Qtftde KWZ It"Istant Prearoure Composite Ede& Fiberglass Double Door vimth or VAthout _53disIftela (InsivingtO.t.Mirg; XX or OXXO 5 vinyl Fixed Wind- W104025 Yes Yes Yes WA AD,,,-dfLJ,, A-r-sal for Us, use" Dission i 1,11,111o..forAff D....dWind- Alummim MUIW% asr2mm Yee yes Yee WA 12 1. Thernra-Tm FIber-0assIc and Smwth.St2r Nominal 7'0 &quoLNon4mpacI&qucl; Razed 12M=22 No Yes No WA IMA 2 a .- P-W 111-hodon Continual E.,hroll- Ded, in KV11Z Oubsid, HVKZ VAl Alurrilrurn Mullion 12)31/2024 No yes Rinalstant I-,, Yes WA Composite Edge FibefIthass Single Door 0 moingtOutatfring: X configuration) 13 IT, Thermal-Tm Filber-Cloaxiii, and Smooth -Star Nornmal 78#39:0 &quxot:Non.In%eu;i8quot Glazed 1D31=22 No Yee No WA Cornposits Edge Roarglags Sngle Door with Sidellisi (I noWng/Out&Wng. XO, OX or OXO configurations) 14 n. Therma-Tru Filber-Classic and Smood -Slat Norninal 8&#39:0 ItcuMNan-Impactil Glazed 1213V2022 No Yes; No WA Z Compositer Edge Fiberglass, Single D= OnsoingiOutewing; X configuration) 16 n. Therma.Tru Filber-Chaosic and Smocith.Star Norninal 8Mg;0 &quorNon-Imipact&quot Glazed 12/3112022 No yes, No WA Composift Edge Fiberglass &note Door vO Sidelfte(s) (ImsWngfOvts;,Mng; XC. OX or QXO Florida Department of Business Profestsional Regulation No. I ft Florida Doparhment of Business Profe"onal Regulation Pg*2W2 Floncla Department of Business Professional Regulation P2gx3 df4 16 p. Thomrst-Tru Fiber-Clamr, and Smooth -Star configurati.n.) Nominal 8&039;0 &quot.Non-ImpactIliquot; Glazed 12J3112022 Composite Edge Fiberglass Double Door wildh or No Yee No MIA Building Codes and Standards Building Codes and Standards Building Codes and Standards vAthout Welitess, (1nsmArWOu1I&Wrq; XX orr OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall configurations) 17 q. Therme.Tru Fiber.Classic and Smooth -Star Norninal 6&#,%;8 &quot:Non-Impact&quot, Opaque 1213112022 Composite Edge Fiberglass Single Cow Witi No Yana No WA Woonfiguration) 18 r. Thermul-Tru Fiber-Claosio and Smooth-Shar Nominal 69#39:8 &quotl,lori mpact9quot: Opaque 1213112022 Composite Edge Rlserglan Single Door Wth No Yes NO NIA Version Mostruladhar Will =11. RMLBIW= 211111 coload mcdaigft Validated Submitted FIIQ ADO49VAI Approved TV" Version M-utd" Erafty of at Date Parham consist iffernsoraucamea Wildeed gy voodd.4 Ul�,lftd FBC Apernival AM, awb- Most version Manuts: Milliliter A 1.1com Validated By Date lawidlito Vallild aubmKto4 FlICAterywal ADM ado Side IW&) and Transom (IraWrgfiOu1ffnWng, OIXO, C�OX a O1OXO ownfigurations) ReMsion 2020 James Her* Building Produ cl.. In, Qhod Dmic,% V Arid -Tun Jwj� S.01hard. Is E. QIMM21 12114f2020 DIAM021 ding FBC Appr, Reyl.I.r 2020 Ajed. Hialk-Ilicarp.. Lyndon F. Sdwridlt� RE- Ryan J, King, P.e. 02M VA21 02i'16=21 02122rMl W3=1 App-d Roviv.. 2020 GAP Michael Man Robert 1,11-irmn John W. Kmeae%ich. PE 12MM022 12,17MO22 12120,2022 OZK17MO23 Approued 19 is, Themai Fiber-Clarsisic and Smooth -Star Norninal 6&#W;8AquoII;Non-Impxrd" Opaque 12131/2D22 No yes No WA Calaigery: Panel Mil. (009) 545-8359 PE-81662 (352)307-2T2-S Chaddlardisilliarneshound CANINT. Panel W.I. Subcategory: SwIfts (330) 922-2389 PE-43409 0131767-6555 rithornp-Q.1side.com Callogoryi Rooting SudIcathigary; Asphalt Shingles (800) 788-3411 PE-59166 (954) 772-9224 Composite Edge Fiberglison, angle Door with Sidelfte(a) (ImPningiOutirwhi XO, OX a OXO Subcategory: ailing Compliance Method: E�.I.wion R.p.,t tomir 0.000, Cortillarkse Method: E�afuatmn Report from a Con"ance, 11180hod: Evaluation Report ftom a Continuous Head and Sill configurations) Floids. Itirght.red Architect or . Licarmad Flord. Florida Registered Architect or a Licensed Redd. Floride Registered Architect or a Licamsexi Florida 20 t Themna-Tru FIbeir-Classic, and Smoth-Star Niinninal 8&039;0 Siquot;Non-ImpactSiquot, Opaque i=112022 No Yes No WYA Profieshomil Engineer Professional Engineer Professional Engineer Compowls, Edge Fiberglass Single Dow with Sidelitsys) gri nU10.1;sving XO, OX a OXO FLIRIM415 Produsmill FLAIIII24433 labodU 0ontintiow Head and Sill confourational Quality Allowance Apprayosil for Use Approved Tor Use Inexact Dooldri DADWA~-. Approved fair Use Approved fw use Impact lo"Wor" Quality Asnouse- AWoftd for use Approved for Use Would Damon 2`1 u. Themme-Tru Fiber -Classic and Srrooth-Star Nominal S&M,8 8,quXhlon-Imparottliquot; Glazed JM112D22 No Yee No NIA SKI Product Mod*L Number or Nam Product Description contact twirdloin Doxia In HYNIZ 0Lg1sIcl1a H Itlefillism prossairs Awl product deactivation contract E,,kad,, Date hrHVU 231111111111ILM Assistant larstasoure Noducl� Doxhiriction contrast 90kynal oat# hlmvmz outwdo KWZ Rollsfirat Pressure Composite Edge Fiberglass Single Door Ath Sidellte(a) (I meninqtOubsueng; XO, OX or OXO 1 Cemplank Los Sang fiber-comerAlpidling 12r3l,2023 Y- Y. NJA NIA 1 &Aud;7T&quot: SOM Vent or Gold �Anyl Soffit 1213`112M No Y. No WA GAFAphaft Roof Shingles lor.. 1. FBC non-MVI-12 Fibinghisaminfamed 34ab, laminated, 5-t.b.nd 12115f2826 No Yes NIA WA Oonfinuoust Head and Sill configurations) 2 HardlePherk Lap Siding fi-mment Np.ldim; 121W2023 Yes Y. N/A N/A 2 b. $4ticlAustme T4&quot Soffit Vent or Sold Vinyl SOM 12131)2= No Yes No WA jurisdiction. h[Wdp amphalt shingles 22 v, Themset-Tru Fiber-Clatessic and Smooth -Star Norrimal 8&#39:0 ftuotNon-Inspact8quat Glazed 1213112D22 No YM No WA 3 c. 6quotorwribruMmiage BesdaddaM Soft Vent or am Vinyl Soft 12/3112023 No yes No IWA Composite Edge Fiberglisee Single Door with 4 d. &qud;05&wot: SdR Vent or Sold Mnyi Swill 12/3112023 No Y. No WA Sidelithe(s) (I nsWnQJOu1sWng; XO, OX a OXO 5 1 &quot Charlie Oak&cluot, Soffit Vent . sold Vny! S.M 12/3112023 No Y. No WA Continuous Head and Sill configurations) 6 1 muctSup" spangquot: so% Vent or Sold vinyl WM 12131Q023 No yes; No N/A 2�3 w. Thernw-Tru Fiber-Oaxedc and SnxmthcA@r ..mine[ 6&XM;8 &quothlon-Irnpact1qual; Opaque 1213112022 No yes No N/A Composite Edge Fiberglass Door Panels with VenW Sidalifis(s) 0 new na/OutsWri )K X)O(or X)= configurations) 24 Therma.Tru Fiber.Claosic and Smooth -Stair Nominal 88,039;0 11,quotNon-Impactsiquot; Opaque 12/3112072 No yes No NIA Camposite, Edge Flberglass Door Pariele fth Vented Sidelfte(s) (InsWrVfOub%Wng; XX XXX x XXXX configurations) 25 y� Thearna-Trut Fiber-Claussic and Smooth -Star Nominal 6'8 &quotNonImputAquot Glazed 1MI12D22 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (InoWng/Oubmaing. XX XXXor XXXX Florida Department of Business Professional Regulation Page I of2 Florida Department of Business & Professional Regulation P.O. I ft Florida [)apartment of Business & Professional Regulaton Pool ft configurations) Building Codes and Standards 7ADrA23 Building Codes and Standards IS12021 Building Codes and Standards 26 z. Thernsi Fiber-Cunisic and Smooth.Slan Nominal 8&939;0 Siquot;Nor-Impact8icuot Glazed 12/3112022 NO yese No WA Composite Edge Fiberglass Door Pawls with Vented Sidelfle(s) onsWnG/Outsuimg.,O� )=ox)0QC( Product Approval Application Detail Product Approval Application Debit Product Approval Application Detal I configurations) MONWINAIM fflow, M' 27 za. Theirrigi riber-Onsilic and Smaxxffi�Star Nommal 6&939;8 &quMNon-ImpsctSquot Glued 1215112022 No Yee No NIA Composafle Edge Rlseltiesis Single Dow vdh 3=13;0 Sidelfte(s) (lm;WnglJOu1s;4ng; XC, OX a 0XO configurations) 29k Entity or gat 20 Dab Pencil 2111 go DWI Dab Pounds- LIMA Go" Entnu or 291 291 Dow pandra 11111 28 zb. Therme-Trui Fluer-asswo and Smooth -Star Nominal 6&#39:8 ilquotNon-1 mpactillcuot Glued 1213112022 No Y" No WA Im Varighth mmuwww Contact Inalwar & License vadaw by Validated Submillod FOC Allowed Approved sm Am varsion Manulacturar Conted Ilinchwer&Lkwele, Vallildiul My Vaildided submitted FIC Approved Approved Nabs V,,Wn M-,Wt- contest End,- & License Validated W Xtddtd SullseliNd FBCAoi A-,,d Mika Cornposiffe Edge Fiberglass Double Door vAth R.M.I. 2020 TAMAD Building Products LILC Karl Ed. Robert N"- John W. Knexe-A0, PE OM4M22 08MM22 08JM022 10MI022 Approved Reelsion 2020 L.11.1rharripson, Inc. do* Thompson ArchKaOum Tony Christmom Zachary R. Frank Sla,eri M, lurch, PE 091171mo 0911"20 09=020 1211SM20 Appromd R-,i.n 2020 Florida 146161 Prodect. inc. Clark jore. James I. Buick., P E49 Steven M, Urah, PC 02027=0 0942SM20 IW41202(, 1216=20 App-d 380139-0 SIdaillass, (I msWrwjJOu1%rMng,, CXXO Category: Rocting (417) 624-6644 PE-59106 (954) 772-M4 Matals Comamy(TAMOCI (81312WU56 PE-74021 (W) 317-6454 Cossecryi Rooting (904) 783-0400 CEUCK Engineering 017, 317-8454 29 ze. Thermse-Trui FilserZkoleac and Smoolh.Star configuration) Nisminal M039;0 &quotNon-I mpactitiqubt Glazed 1213V2022 No yea No WA SutiCallegory: thindeflayments Category: Rocang Subcategory: Floating Accessories that am an loolnittlicarrishumaing.com Stabladogiory: Rooting Acim"m that am an Integral Part of th a Rocifing System .1irtliellamoccom PE-a1242 Composite Edge Fiberglass Single Door Mh 39#39;0 ComplIsmai Method: evaluation ROW it- a Inlograi Put of the Rociling System Complance Method; Evaluatiorn Report from a Sideliffs(s) (InsWrigi/Outsviing. XO, OX or OXO Florida Registwed Architect a a ficansed Nondis Complianielihiffied:12-hiiiii-R.Portir a Flordis Registered Architect or a Licemold Florida 30 zd. Thermar-Tru Fiber�Uldesic and Smooth -Star - nfiqu� L' ; N min I g. 0&quokNon-1mPa;tSquot; Glazed 1=112022 No Yee No WA Professional Engineer Floid. Registered Architeet or is Licensed! Floridlis Profestecral Engineer Professional Engineer Composite Edge Rbeiglass, Double Door mft runamill Products FLMW)42 thaduid, 38IM;0 Sidelftes fl rim-iinglOutswre; O)Q(O Queen; Areaser,ca Aser-d! For Us, A,,,,,W for Use traced Deal- FL#IM843*odutu 31 ze. Themirgi Filiser-aassic and Smooth -Star -figuration) Nominal 79#30;0 8,quot;Non-Impoot9quot, Shaker 12J3112D22 No Yes, No NIA awl Product D--li-b2U in HVHZ aided, HVHZ Resistant Pressure QM&.019jwd AN"91umiu Agamsl&LWAn LM= 2111111111 or N- Queen, Assuriliss Product description - 11,11311 Assirstegal for Use Appapeed for Use Impact Isholon in Nvide O"d, KVKZ Resistant p�, Series Composite Edge Glued FilterillituasSinglis 1 TANIKO Roct Undirlaynients (HVHZ) Rocl.hdirmlymelft for a In F13C HA4Z OW0112026 Yes No NJA N/A MI" NVm,-t Product Descirlotion contract Exualration Did, I, HvHZ Outside Reshilaust Pm-� 0 Rkdair VWk&qx0t: Aluminum Rego Vow$ for pitched 100% fabricated 12)31/2024 No Yee No WA Door with or Wthou t 1 W91,2 Sidel*s) J.'Isdoilars. I IMI= %eh sea. Ior TH. 2S Go slow martuartlator with home 119MM26 Yes Y. WA WA fir-0.025Al.manum (InsWngiOuhs,", X OK XO or OXO configurations) 2 TAMK40 Roit Uncersymemls(NON-WHIZ) Roofunderlayments for me In FBC nonHVHZ 06101M26 No Y" NfA N/A 2 TAMCOGoesioneakVistl 20 go 0WOR"28 No Yes WA -01-62.5 hirsdictions. 3 TANICO Off-Ridigo Rod Vent with S"a 26 go. walk, roof vartlator with integrated home OBAIVIO20 Yee Yes N/A WA 4 TAMC0 Round Top MRIdgm Vent with Baffle for Tito 20 the. maw roof uanthao, With bait 001INi Yee Y" NtA WA Florida Department of Business & Professional Regulation PC, I rI Florida Department of Business Professional Regulation pa" 1 or3 Florida Department of Business 9 Profe"lonal Regulation Page I oil Florida Department of Business and Professional Regulation Building Codes and Standards 16=21 Building Codes and Standards UT121121 Building Codes arid Standards 31102OZ3 Building Codes and Standards 3/1512022 Product Approval Application Detail Product Approval Application Dellhall Product Approval Application Detail Product Approval Application Detail fg _01 181 %01 9M 20 ode lassidlim EWA Erdft or 2" 20 DW Fares- gag Q2ft Enifty or 20 2" Date Fairchild, no FLUSMS-R31 ROW Version R"skorn 2020 Mmutkm Lomance crdxd EradamearSildoonse "Id"N" EW Validated Submitted BIGA92CRU Asionexed 111111111. Kama J James I. Buckrier. P Sm- M. L*Ift. PE 1 U2312020 11123120M 1112W020 an 9 FBC Appr- easy r Relosion Written MMUtKkUW 2020 Scral Rocifing CDM"t Engineer 9 Llwwo Voofted Ila VaNdolvil Submitted IJIC ADDIVIVid Ardlers. Rodin IAPW uniform Eniluation owyWL Wellmr 1110312020 ItADV2020 Amarci 111QVn2o Appirtoe,il un Version R.'Aion 202D Main Global promotion product., LLC. Unless Anterelor & License, Validated By To Roblinsan 'AlelterA.1111it Jr., PE. John W. Kixh, PE Milldisod 81111113111011 FOCAM" mefoy" am& DW801520 OWSW20 10)[11=20 12115FM ApIpr-d! EntUm o =111 DA111 2& DO Status category:Redrit 001) 853-Si6a PE-31242 i7l?) 317-8454 Category: Rccmg (WI) 30"091 Sendoes LLCL 12051054-0100 Categart: switwor (954) OW7545 PE-441ST 19�41 772-6224 Ty. W .QQ" Version Manufacturer Contac Igigineter & Validated By 2020 License John W \(at Idated Submitted Pandin 1 006Q= 10/=20 FBC Aep�ved Approved 121151'2020 autICamitary: Roofing Ao,"sorio Met we an Integral Part ofth. Flooding System kid.Miamencs.- Subcategory: Iscolla g Tles Cannot- method! 12uoturst. Raw ft. . Product enatuallon Sticky Roalruindersontilbored- m atibC~rv: Storm Pands Complance, Method: Easlustim Report Ir m a tim.robinsomil2appent.to Revision POLYGLASS USA MauryAlpert Category: Rooling S9542331330sinalpertigilloolyglass.com, Robert Niaminan Kri PE Compliance Method; Evaluation Repoft Imm a Road. Registered Architect - Licensed Florld. FL4?Mii.Rl2F,,Id, Hands, Registered Architect or a Joerallid Holds Engineer SubCategory: Underlaymants Compliance Method: PE-59168 (954) 772-6224 11101/2020 FligrAgwas Professional Engineer Products Quaift Allinson" Apil-dhall. Appirowd for Use Impact Deaden RNA is Product So". Number ce show Saxony- Shake, Sate, Ccuritry Shee, Best Oil English Qualfty Assurance Accroved ft LW Awyndlorlim Product damnation it an KYRZ outside HVHZ Flat Prisfilis - Denver, CC IV3112020 No yes need Rift Resistant Pmem NIA WA Fbatil" Prodsarke QuallithrAssuisel" Ancrovedfortlail Aularoyed for Uske imma Design am Pnocluot D-iH,, Contract Exatratuarn 09, In H" Outside HWHZ Resistant lanse-re Evaluation Report from a Florida Registered 12" I Product Nadal. Nurrillea, Name Dock-Arl D44 a TRI-Bullt Deck-Ar DA-4 Plockidpwas'lothan Contract Exalraflorn Diew In HYR Outside HVHZ Rxellisibart Pleasure Lc� praise, Polypropylene plastic. Roe Vent 12(1012025 No Yes No -975,1S7.5 17 Thfth garrap: Impact Smany 600 - Slaw, Shako &a%., W Shake Flat Piano - Stocirtan. CA 1213112020 No Yes NIA WA I Storm Pw1eNHVH2 C-qt.d Owmixod Steal Bar. Few. rdh.d 12131=3 by Yes Yet Yes WA kchitect or a Licensed Florida Professional Attached to Plywood Dock, a ig 20 Saxony 600 - Share. Sholus Urnix StAft Shake Saxony 700 - Shake. Slude &"W. Split Shake 7n- Shoh., &wnp; Both shk. Rat Polls - RMO. CA 1213112M No Yes Flat Profile - Stockton. CA 12131 Q020 No Y" Flat Piniffix - Risk.. CA 12/3ino2o N Yes NIA WA Nhk WA WA WA 2 24 Goes G.J.-I.&I St. M Storm Pnal.IN14VHZ or not trades, to prm4d. hurricane protection. Comigatild G"Laed Steel Storm Panels retained 12J3142023 a not by tracks to provide humane protection. No Yee Yes IVA Engineer 27 ?r ggir jon. Is.- High Prollis - Katy, TX 1 213`112 N*. Y. N/A WA FL#5259-R31 Products guAtity Auu=22 Aeammitilifo-yij for Use Impact Design 28 VII. Low Pratt. - Katy, TX 1 213`112M No Y. NIA WA U) E�� in HVHZ §MvHZ Register! Pleasure S-L# Product Modd, Mumbler or Narithe Product Description 2IL2 1 Polyglam RoofUnderlayments Roofing undeflayments 10/21;2C22 No Yes N/A +WAt-622b I 2 Polyglass RoolUnderlayments (HVHZ) Polyglass roof undersyments for use In FBCIMY2= Yes HVHZ jurhadlictions Polygiass; RocifUricharlayments (non-HVHZ) Potyglass roof uriderlaymentS, for Use in 12123r2M No No Yes WA NIA NIA +WAI-6225 > C) r5C non-WHZItarisdations. Florida Department of Business & Professional Regulation P.O. I of I Florida Department of Business & Professional Regulation Pop I ft Florida Department at BustIntess Professional Regulation Fear I al L_ I Pollyglose R.ofUnclarkayments (FfVHZ) loolyglaseroof undarlasymerms for use in FBC12123FA23 Yes HVHZ jurisdictions. No WA N/A Building Codes and Standards If25022 Building Codes and Standards '1171=1 Building Codes and Standards > CL 2 Polyglaw Roof Undowlayments, (non+VHTj Polyglants rod undedaymants. for u m in I2Y23F2023 No FBC non+iVHZ jurisdictions. Y" NZA +NtAl-622-8 Product Approval Application Detail Prodiuct Approval Application Detail Product Approval Application Detail 1 Polytillwas Rooffultdartayments (HVHZ) Pcilygiress roof underlsyments for use in FBC12f23r2M yes HVHZ)udsdic4ons, No WA NfA 2 Polyglaw Roof Un derlayrn ents (narrH VHZ) Polyglaws rod undearlsyments. fair u m in 12123r2an No FBC non41VHZ jurisdictions- yes NIA +NIAIL@22.5 QM Eni or Date Pendina Validated submitted FSC Aparoyall Approved Version Momilastury LW or 21112 211111! Oak Pandloo Context Basin- & Lk- "Waited Ehr Validated saws" LWLABUQW 26 Axom-d But" Version arm or Enormor A. ucartra 2111! no Date loydral 21ta Italidwild PSCAnormal A-,d I Polyglass RourIlLindeflayments (HIVHZ) Polyglassroar unclarrisymeants for use In F8Ci2J231= Y" No NIA NIA L22 version manufacturer Contact Engineer & 1.1conso Validated By Mal 1111111 F"Aiiian Alion Stuart Lewis ICC Eyaluation 45oryNo. LLC William M. RvW, PE 1WIM20 I Wnrim 11$0517020 1 1M2020 APPred mm QNLIA Md"dJk aumnw HVHZ jurisdictions Revision 2020 All American Shutters and Glass Cateigarf. Shutters Mike Barbieri Frank L, Bernardo! RE Troy Bishop, P,E iorza=20 i0h5Q= 11105=0 121,11 5=20 Approved (561) 712-9862 PE-000549 1954) 947-OW Z020 Comit Structure Components SailiCialigr. Tru. Fiat- M21) M-3377 (4071661-1917 R.,Amn 2020 Commercial Concrete Products.1re. Caffillixy: Subcategory; Products Intiodced R-It Robert Gillis Samuel A. Greenberg John Hoy (513) 059-3707 FIE-W,45 (380 588�5311 pmesslowarevhoo 12MSM29 12,162020 12/2W202D deg RBC Appr- 2 "glass Roof Underlayments (non-HVHZj PolyglassTocrrunderisyments, forum In IM3= No FBC rckr-HVHZ jurisdictions. Yes NIA -NIOV-622.5 SubCasagory: Storm Panels Compliance Mildred: Evaluation Report It= a necom Compliancia Method: Evaluation Report tom a Product EutiluaWri Ento as . of N_ Tialift.1.0 Method; Florida Registered Architect or a Licensed Florida Proleassional Engineer eirepill- E�W.wlon 11hiport ft- Florida Registered Architect or . Licensed Needs 0 nms"y ProlinishowlEretow M.M78B9�"PAWuds QU31tv A�� Aralland for UN Assionivaid for Lin tweet Vow- QuallIvASSuramos Approvied for Use Approved for Usli 11111211121 2UM Ne-t Produalt Made. Hisdilar or Pig" Dwriodim Contrast moilralion Data In Ilm oulsids, MM Rolifinwit Promise Funmu Missiles, SGAN Prod pot Maft, Wire bor or Nam Productllsiscripil Contract Expiration 0 In HYM Ouselds, HVKZ R"Istaind prossou 1 ITW BOGIAlpine, Higher Strength IN &amp: 8) Well Connector Plate 1201=4 yes Y" N/A WA 0xiallin, Assurenc, A-,,d fis Use A-,,,d for use bilast Dexiaso i 24ga SaWarized Sheal Storm Panels 24ga Galvanized Steel Storm Pa rels l2t3lrM22 Yee Yes Yee VA 2 ITW &=Alpkio Hing. Plate Metal Connector Flat. 12t3laO24 Yes Y" N/A WA APIA Product Model, Number a Narre, Product description conbutexpkaumpat in HVHZ ovoids Hyliz R"l larmoodra 1. rrW 11CO/Alphe Tnilm Metal con-otor Plare 12t3l/2024 ye, Yee N/A WA 1 Quality Ismeaw a Commorioal Comonsto Products Precast and Restrained Concrete Lintals 05r2WO24 No Yes, NIX WA rrW ScalAlphe W MeNI Come'lor Plot. IM1,2024 Yee yea NA WA (D 0) -figg-0 CC 0 M =:3 Florida Department of Business & Professional Regulation Building Codes and Standards P.002.0 Florida Department of Business & Professional Reigulatioin ?"a I oil Building Codes and Standards anarzml Florida Department of Business & Professional Regulation Building Codes and Standards Pop 102 WAnui agg-0 iii- Product Approval Application Detail Product Approval Application Distaill Product Approval Application Detail 0 ICU ON Entity ar 2a 211 Date Pendell lisait 20 Do 094 Poling Bit EntlIN or 2KE 21111c trabi-Plandir, us L. Uj 201 Voingon Man Contest Validated by VWldd gLibmmbd FICAparavoll Aperhavold It" version manuracharer contact Enalinow Is U- VVddd 01 Validated Bulterifted REIC A,,r-d A...M Vorsloxi 111-hiclussir contact Erminow &I- Validated Be valuddiel Submitted P13C Alearmal Airanived asset 2 Revision 2020 #MTk Inc Category: Structural Components 2rh Mid. I CC E-liatiorn S-Ic, LLC 1CC 21okleflon ENIA. (&52) 098-805 LLC. 0110Y2023 12rdOM22 01/03r2O23 Apip-d Re�vidcn 2020 Wayh.-oor Cartgoor. Structural Components Rob O.Id-.In ICC Iiailimhon SAxa. LLC I- Lehmr. P. r. 02)D=021 1OV13IM20 02A)3021 App-ed (253) 924-C476 (608) 839-3288 Affintration 2020 Alpha Aluminum. Inc- Category: Panel MIN joes Silva We R. Lomas Sterren M. Unch. PE 11116M20 1111MOX) (W) 509-2006 PC-02514 (717) 317-8454 linowx Approwd (D Subcategory: Twu Platen, eanildrQ.11- (205i 5994NO SbCategry: Engineered Lumber Corigillwas Whillical: Evakietion Report from . oular.com SuatiCaegary: Scifillas alphaakirsinuminclityaho Compdance, lgloftxod� Ewhisslon Report from a Product E.Waffion, Eritly Product Enlustlon Entity Cornerfarroo Madhod: Evaluation Report Imm a Flond. Registered Architect or Licensed Florid. Z Promissicral Engineer < Quality Assurance Aticirowd for Use Aearoyed for Use, 111111121 229M P.- Andrininsid for uses A-,,,d for Us, ]maw Diasixon FLNIN"4t5 Products Pioduct Doneflolks, InNVKX outside KWZ astig" Programs Ila Pro" MpcbL Number or Name Product Unctlodon Contract gwiliedlian Due In HVHZ Outside Rosksherli promem Yes, NIA WA quality Alaparen. Approved tor Lee Ausproved for Use Wiped assign 1 M18AHS 18 go Igh strangth truss connedor plate 12131A2024 yea Yes NIA N/A 1 Mc,rolarn LVL Larrinated Veneer Lumber 03/31(M3 No I Maws Product th-lifflori contract Exo1rallon Date III HYHZ outside HVHZ fiftfient or- 2 sJIaSHS IS or super high strength trims connectorplate 12131=24 Y. Yes WA N/A 2 3 Peratern PSL TheborStrand LSL Parallel Shand Lumber 03131,2023 No Y" NIA WA Larrinated Mind Lumber OW31 rM 3 NO Yos NAA WA &arms; Vented Alurninum Som) !:=1 Apha Aluminum Sold same; Varied Minimum 0713OM23 No Y. 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PE, LLC 07M49M .7M40M 074201020 Appra-d (BBl)esBa466 CuOtrept6sYe8w Dub In HMR oubNaIrV12 Wile! 0000011 VW Yw w MR la7 !V co \ tOri fn f^`e ^W W cn —cu > =3 N O C 0 'a Q cu .0 V � W O O e..L .� LL0 O I— ♦V -0 .= recl)e � �/J V Q a z z W J E cu O CL CL O CL Q L U O N }� U cu m � Q O cu wcu z J z J November 1, 2023 SHEET NO. PA 1,2, N O -=03 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l312020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated IZr3W202o IMEM Simpson Strong -Tie 2020 FBC Approved Products Updated 12rio202b EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12rAolmo � Q O LO For direct Inks to all SST approvals listed below, CLICK HERE. CHEM For direct Inks to all SST approvals listed below: CLICK HERE. MMMFor For direct links to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE For Information Florlda's Statewide Product Approval System Marra County Notice or Acceptance (NOA). CLICK HERE. /1 For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), CLICK HER additional information regarding Florlda's Statewide Product Approval System and Mami-Oade County Notice of Acceptance (NOA), CLICK HER • For additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA). CLICK HER additional regarding and -Dade ^^'' W W FL#23tYf-R7 FL#10446 R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In rnidths ranging from 1-518" to 3- 0 (o 9116" and heights ranging from 4.5116" to 11". Concealed flange Q �$gy,fj Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for modals having width equalto or 0 Q O -L 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-55) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 ST, BTB, BTH Brick Ties greater than 3-9116". L Q Q 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- C 777 3 APB", AP644R, APV866, APB66R, AP888: APB88R, AP81010, AP6101OR, APV844, Outdoor Accents Post Bases 3 CS14, CS16, CS18: CS20, C522 Coiled Straps 518" and heights ranging from 9.114" to 16". � Q � _ F1.0511119-RB APVB44R; APVB66; APVB66R, APVB88, APVB88R, APV81010, APVB101OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SOS, LGU3.83SDS, LGU5.25-SOS Face -mount hangars .e Q r� (U 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2A, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Corn pression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers ON Co Q Sec E Product Model. Nurn leer or Name Product Description APVDJi 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers � N � Q L 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH40R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, H7Z, H16, H16S, H16-2, H 16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4 _ GO (D I- 11i� CL 2 S09112. SD9212, SD10112, SD10212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116" _ C/) Q Q 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26K APLH210, APLH21OR Outdoor Accents Light Hangers 9 H524 Hurricane Tie 17 MGU3,e3SOS, MGU5.25-8DS, MGU5.50-SDS. MGIJ5.e2-SDS, MGU7.00-SDS Face -mount hangers c C 'f^-e Q 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 SVLZ Brick Veneer Ledger Connector 10 HSS2SDSt.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5' . v ! SDCF221134, SDCF221334. SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties ll HST2: HST3, HST5: HST6 Straight Straps 1/8" and heights ranging from 6-15116" to 18-112'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Dr" SDCP Timber-CP Screw 10 CJT3Z, CJT42, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers Z d SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 SKTZ; HTSQ20KTZ Heavy Twist Strap 2D SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- C 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16" and heights ranging from 3-1116'to 13-314". i c 7 SDS25112, 5DS25134, SDS25200, SDS25212, SDS25300, SD525312, SDS25412; Strang-DriveSOS Heavy -Duty Connector Screw 13 FC4; FC6 Fro mingClips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTR21; LSTA24, LSTA3Q LSTA38 Straight Strops Concealed flange version SURC, SULC available for all double 9 ( } d-1CLM SD525500; 5DS25t3DD, SDSISatXI 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and dX models; on ly acute flange ro concealed. K 8 SDS25112SS, SDS2520OSS, SOS252125S, SDS253OOSS; SOS25312SS Strong -Drive SOS 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- N C p- 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, 1i H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.50to 11.114". y c s 17 HCJTZ Heavy Concealed Joist Tie 19 MIST Medium Girder Tiedown Q d 4114 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps ; .2 Y FL#1 DW7-RS 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-R6 _m a 42 W 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps m u d yRW Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6883 Pre -Bent Straps Sea # Product Model. Number or Name Product Description cc ro 1 ATR3/8, ATR1/2, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26. MST1136, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- io a 2 ATUD5, ATUO&2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MiS18. MTS2Q MTS24C, MTS30, MTS30C Medium Twist Strap 1/5" and heights ranging from 7-118" to W'. O 3 BP3/8-2, BPI/2, BPI/2-3, BP518-2, BP518-3, BP3A, BP314-3, BPRTU03-4 Bearing Plates 24 LSSJ25t2, LSSJ26RZ, L5SJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ2I ORZ Field Adjustable Jack Hanger 26 NCA2xlO-12, NCA202-12, NCA2x8-16, NCA200-18, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-51 4 CNW3/8. CNWIt2, CNW518, CNW3/4, CNWSM-1/2, CNW314-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevvable Hanger 27 RCW812, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". -o 5 CTUD55, CTUD85, CTUDtK CTUD75. CTUD76, CTUD77, CTUD67, CTUD88, 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 widths ranging from 1-112' to 3- rp CTUD98, CTUD99 27 ML23Z, ML242, ML28Z, ML28Z; ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24", eL 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUO313, RTUD4, RTUD48, RTUD5. RTUD6, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/6" and heights ranging from 9-1/4" to 24' 8 TUDO, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Faoe-Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST78, ST22, ST292, ST2122, ST2115: ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/2". 10 URS3 310" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, T627, TB30; TB36, T842, T1348, TB54, TB56: TB80 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-&W to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TW610, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-1f4" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangars available in widths ranging from 3-1 M'to 6-7/8" 13 URS6 314" Uplift Rod Run Tiedavm System 35 TJC37, TJC57 Truss Jack Clips 37 WB706; W8108C, WB12e, W8126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- IM" and heights ranging from 11"to 32'. FL #10441-R6 FL#1o531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R$ 1/2" and heights ranging from 8" to 30" Sea 7i Product Model. Num ber or Name Product Description 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 Seg # Product Model, Number or Name Product Descriptfon 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-117'to 28". 2 HDC10f4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4!'to 5- 3 HDO8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, OSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3.9116" and heights 7/8" and heights ranging from 7-117'to 37' 4 HDU2, HDU4, HDU5; HOU8, HOU11; HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1M'to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81. HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50-SOS, HGU5.62SDS, HGU7.00-SOS, HGU7.25- Fars -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2: HHRC411,81, HHRC44, HHRC5.25J325, HHRC5.3713.1Z Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116'o 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" tD 7- 9116" and heights ranging from 18" to 26'. 8 MPAI32, MPAI44 Strap -style purlin anchor a HRC1,81, HRC22 Hip Ridge Connector 318" and heights ranging from 5 5I16 tiD 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35: PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 OOSDS, HHGU7.25-SDS, Face -mount hangers 3.9116" and heights ranging from 5-318" to 13-1/8". 10 PAI18, PAI23. PA128. PAI35 Strap -style purlin anchor 8 LSU26, LS5U28; LSSU210 LightSlopeable/Skewable U Hanger HHGU9,OO.SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 11 STHDIO, STHDI0RJ Slap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS41 D, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7N5'to 15". Concealed flange 12 STHD14, ETHD14RJ Strap -style hold-down 10 TC24: TC26. TC28 Truss Clip HHUST25MO version (HUCTF) availablefor all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAG418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426. THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 14M S" to 7- 12 THAI1,81f22, THAl2.06/22, THAl2.1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5316" o 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Tap flange hangers available in widths ranging from 1-9116" 0 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU26.2, HTU28-Z HTU210-2 Face -mount hangers 112"and heights ranging from 5-316'•to 32'. 15 THJM2-4SD83, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-We' to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 18 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8"to 19.114". Concealed flange 518" and heights ranging from 9.118" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 Je series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5-318"to7.1/4", 10 HUC01.8119-SDS, HUC01.81111-SDS, HUCO21D-2-SOS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JeA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HU00410-SDS, HUCQ412-SDS, HUCQ5.25d9-SDS, HUCQ5.25/11-SIDS, HUCQ610- ranging from 9-3/16" to 13-118". SDS, HUCQel2-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12C.3Gr'2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213VA20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12I3(M20 For direct Inks to all SST approvals Ned below, CLICK HERE ® For direct Inks to all SST approveds Ned below, CLICK HERE For direct Inks to. all SW approvals listed below, CLICK HERE For direct Inks to all SST aWrovels Wed below: CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marni-Dede County Notice of Acceptance (NOA), CLICK HERE. For addtiwlal information regarding Florida's Statewide Product Approval System and Mang -Dade County Notice of Acceptance (NOA), CLICK HERE, + For additional information regarding Florida's Statewide Product Approval System and Matti -Dade County Notice of Acceptance (NOA), CLICK HERE, « For additional information regarding Florida's Statewide Product Approval System end Mani -Dade County Notice of Acceptance (NOA), CLICK HERE 21 LB series hangers Top flange hangers available in width of 1-2116" and heights FL#114WRO 18 S1LBV1.56, SILBV1.81, VLSV2.06. SILBV2.37, SILBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8", S/LBV3.56, S1LBV3.62. SILBV4.06, SfLBV412, SILBV4.28, S/LBV4.75. S/LBV5.50 6 Strong -Bolt 2 (ST62, STB2.4SS, ST62.6SS) Strong -Bahl Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Product Model, Number or Name Product Description 19 S(LTT20, S/DTT2Z, S1HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16"to 13.118". 1 HHUS210-3, HHUS210A Joist Hanger 20 SfMST60, S/MST72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HSSS, THD-CS, THD-CSOSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LE38, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114"o 6- 2 HRS6, HRS8, HR512 Strap Ties 21 SP4: SP6 Shod Plate Ties avalable with hex head In carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-112'. 3 HUCQ210-2-SDS, HUCC210-3-SOS, HUM310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THG63, THGBH2, THGBH3. THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1I2', 5 THG42-SDS3, THGQ3-SDS4,5, THGQH2-SDS3, THGOH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 25 PF, PFS, PFDB, PFDSB series hangers Top flange hangers available in width of I-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-1/8". FL#11473-RS FL#13904-R5 27 RR Ridge rafter connector 28 VirP sores hangars Top flange hangars available in widths ranging from 1-9116" to 7- a`to" Product Model. Number or Name Product Description JW 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 C CQM3.82-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SDSG CCTQM5.50-SDSG, CCCOM3.62-SDSG, CCCOM4.62-SDSG, &Mg Product Model. Number or Name Product Description 3 H16,H16S,H16-2;H18-2S HurricaneTleAcrylicAdhesivetorconcreteormasonry CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLOM03.62G.KT, Masonry Pier Caps 2 ET -HP IET-HP Epoxy Adhesive for masonry 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4.82G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry }� Sea # Product Model. Number or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCLRQMD5.5DG-KT d Strong -Solt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA86, ABA68R Adjustable Post Base 7 HHETA16: HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25; HGUM5.50, HGUM7.00, HGUMT.25, HGUM9.00 LGUM283, LGUM28.4, LGUM210.2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HD THD-H6SS, THD-CSSSS) Titen 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66: ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM26.4, LGUM28.2, CfHD-H4SS, ABU88R, ABU1010, ASU101OR, ASU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48. LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, METAIS, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12f11.25. MBHA3.561125, MBHA3.5619.25, MBHA3.56111-25, MBHA3.56111.88, MBHA3.5&14, MBHA3.5&18, MBHA3.56M 8; MBHA5.50f7.25, Masonry Top Flange Beam Hangers countersunk head. Titan Turbo Screw Anchor for ' A v J 4 AC4, AC4R, ACE4, AC6, ACBR, ACE6 Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Step Tie for Masonry 7 Titan Turbo (TNT) concrete or masonry 5 SC4, BC46, SCAR, BC6, BUR, BCS, BCS2-2/4. BCS2-3f6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50f11.25, MBHA5-50111.88, MBHA5.50/14, MBHA5.5ald, 6 C844, CB46, C848, CB66, CB88 Embedded Column Base MBHA5.50/18 7 CBSQ44-SDS2, CBSQ46-SDS2, CBS066-SDS2, CBS086-SOS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56/11.25, MBHU3.56111.58, MBHU3.56114. MBHU3.58/16, Masonry Beam Hangers FL#1037-R3 8 CC, ECC, ECCU Series Bolted column caps with Wi ranging from 3-114" to 9.112" and W2 ranging from 3-518" to 7-1/2" FL#11496-115 MBHU3.58/18, MBHU5.5019.25, MBHUEM11.25, MSHU5.50/11.88; MBH U5.50/14, MBHU5.50116, MBHU5,50118 ag@6L.g Product Model, Number or Name Product Description CIO O 9 CCQSDS2-5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1l4" to 9-1/2'and Sea # Product Model. Number or Name Product Description i X34B1 Ol &5K, M S1016, X1 B1016.4K, X01 S1Di 6, XQ1 B1016.4K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-5/8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point 0- 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 H012, HD19 Bolted Holdowns FL#13971-RO 2 XLQ114T1224, XLQ114B1224.2K 412.24 Strong -Drive XL Large -Head Metal Seff-Drilling Tapping ^ 11 EPB44A, EPB44, EPt346, EPB66 Embedded Post Base 3 4 HD36. HD5B, HD7B, HD98 HTT4, HITT5, HTT5-314 Bolted Holdowns,Screws Tension Ties S if Product Model. Number or Name Product Description 3 XMQ114S1224, XM0114B1224-2K with #5 Drill Point and Large Diameter Hex. Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 12 13 EPS47 LC844, LCBW Embedded Post Base Embedded Column Base 5 LTT19, LTT20B, LT-FI31 Light Tension Ties 1 SDW22300, SOW22338, SDW22436, SDW22458, SOW22500. SDW22600, SOW22638: Strang -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screw with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22834 4 X0114S1224. XQ11481224-2.51C. X114S1224, X0112S1224, XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screw with #6 Drill Point 15 MP644Z, MPS8OZ, MP1388Z Moment Post Base 2 SDWC15450. SDWC15800 SDWH10400DB, SDWH19600DS, SDWH19800D6; SDWH1910OODB Strong -Drive SDWC TRUSS Screw Strong SDW-I TIMBER-HEXScrew 5 XU34S1C16. XU34B1016.5K #10-16 Strong -Drive XU Metal Self -Drilling; Tapping Screws with 16 PB44, PB44R, PB46, PB66, P86OR Embedded Post Base FL#13628-115 3 SDWH1O300DR -Drive 17 PBS44A, PBS46, PSS66 Embedded Post Base 4 SOWH27400G. SOWH27t OM: SOWH276ODG, SOMA"2710ODG, SOWH2712000 Strong -Drive SOWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV1 O Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 0 Ost 19 PC44-18, PC46-16, PO48-16: PC64-18, PC88-16; EPC44-16; EPC46.16, EPC48-16, FbCap 1 SB518x24, SB718x24, SG1x30 SB Anchor Bolts 8 SDW519800, SDWS19712, S0WS22400,SDWS225O0.SOWS22512, SDWS22600; Strong -Drive SOWS TIMBER Screw (Interior Grade) EPC84-ie, EPC66-16 2 SSTB16, SSTB20, SSTB24. SSTB28, SSTB34, SSTB38, SST8I6L, SSTB20L, SSTB24L, SSTB28L SSTB Anchor Bolts 7 SDWS22800, SDWS22900, SMNS221000, SOWS221100, SOWS221200, SOWS221500 SDW=300D8. SDWS2240OD8; SOWS2250000, SOWS22800DB, SOWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) FLi#i5320-RO 20 PC4Z, PC4R7, PC6Z, PC5RZ, PC8Z, PC8RZ; EPC4Z, EPC4RZ, EPCBZ, EPCBRZ; EPCSZ, Post Cap EPCSRZ SDWS221000D8 dag Product Modal. Number or Name Product Description 21 PP844-4Z; PPB44-6Z Post Base 8 SDWS22312088, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC643-5, DSSCB46, DSSC048, DSHS Bypass Framing Drift Strut Connector W 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730USS, SDWS27400SS, SDWS2750OSS, SDWS278DOSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FC843.5, FC345.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector jnv SDWS271000SS, SDWS2712DOSS 3 FPHSD34S1016, FPHSD3461018, FPHSD3401016-5K, FPHSD34S1214, #10-18 and #12-14 Strong -Drive FPHSD Framing#o-toSeff- vU/ Sect 0 Product Model, Number or Name Product Description 10 SOWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw Strong-Dr FPHSD3481214, FPHSD34B1214-5K ws Drilling, Tapping Scram FL#10866-R5 1 CMST12, GMSTI4, CMSTCI6. CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 1 LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Sorel Framing Connector M 2 HRS6. HRS8; HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24..FHA30, MSTI28, MSTI36, Straps 97 mil (12 go) 5 LSSC4.25; LSSC8.25, SSC2.25, SSC4.25, 5SC6.25; MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors a.a..tt gee # Product Model. Number or Name Product Description MSTI48. MSTI80, M8T172, SIMST27, SIMST37, VMST48 MSSC425it1N, M5SC8.25KW RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector C`I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 S0843.5, SCB45.5, 80647,5, SCS49 5 SCB411.5, MSC645.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-8, GH48-8, GH4104 GH410-8, GH66-5. GH66-8, GH6", GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTAIS, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) S_Ul Product Model. Number or Name Product Descrintlon 8 SCS32-5f97, SCS62-5197, SCS52-51118. SCS82-51118 Bypass Framing Connector 8, GH610.6, CH610-8 6 LSUBH3,25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 18S8 16 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLBSA, 01-8513, GLS5C. GLBSD, GLB7& GLB7B. 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, MSJC1035 Steel Joist Con nectars L� 5 GLBT512, GBLT012, GLBT516, GBLT616, GLST520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS16, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS63.518 Bypass Framing Slide -Clip Strut Connector 0 CIO 6 HGLBA, HGLBS, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Gird orTiedown 10 MSTC66; MSTC78, S78236 Straps 68 mil (14 go) Screw LLB 8 UFPIOSDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18; MTS20, MITS30, MTS24C, MT830C Medium Twist Straps 13 XQIS1016, XQ181016-4K, XQiS1214, XQI81214.3.SK, X07881224, X07861224.3K, #10-16. #12-14: and #12-24 Strong -Drive X Metal Self -Drilling, g 9 URFP Universal Retrofit Foundation Plate 12 S/B1.56, 34B1.81, S02.06, S1B2.37, 5182.56, S+132;68, SIWA 2, S133.56; SIB3.62, SIS4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224: XQ114B1224-2.5K, XQ112S1224, XQ11281224-2K, X34B1016-5K, X1S1016, XiB101&4K, XiS1214, XlB1214-3.5K Tapping Screws SI84.12, S/B4,28, S/B4.75, SZ5.50 Z 13 SMA2.12M. S8A2.12110, SMA2.12112, S/BA2,12f14, S/SA4.1818, S1BA4.18110, Top Flange Joist Hangers &MI Product Model, Num ber or Name Product Description J SIBA4.18/12, SIBA4,18114 1 ET -HP Adhesive Anchor for concrete Z 14 SfH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 SNOBS, SIHD8B, SA4D10S; SIHOIOB, SIHDISS, SMD156 Hokiowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 SIHDU4, SfHDU6, VHDUO, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 a 17 SIJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. November 1, 202 PA 1.3 MIAMW 1BA111-DADECOUIM' in FROIDUCTCOMMOL SECTMN 11305 SW 26 SaeK Rivom 3M DEPARTMENT OF REGULATORY AND ECONOXUC RES011RCKS MM) 24MM FWMA 33175-2474 BOARDANIDCCWEAUIAINETRATILONDTVLSIEG-N TC796)3IS-2590 F(7M)315-22M NOTICE OF ACCEPTA.%-CE (-NOA) w"_wiws**k&*wu�T PGT1ndnsh*,s, Inc. 1070 Teclmolk)LyDrive, North Venke. FL 34275 SCOPE: This NOA is being issued under theapplicable rules and mplgfims governing the use of Tir documentation submitted has beenreviewed and accepted by Miami -Dade Counly RER -Product Control Section to be used mMia= Da&- Comity and odmanaswherc allowe4by dw Aulha-ay lia-mg luusdktion (AM. This NOA shall not be valki after the expiration date statedbelovar- The Miami -Dade County Product Cmtrd Section (In Mianu Dade County) andlor die AlU (in areas other thunMiam Dade Coxaty) res erve the right to have this product or waterial tested for quality assuranceputposes. If this product or material fails to perform in 1he a ccepted mannn, the manufacturer will. incur the expense of su& te-sting andthe Al-Umay immediatelyrevake- ino dify, 0 T suspend the use of such product oc matemal within theirjurisdict=. RER reserves the right to revoke this acceptance, if it is determined byMiami--l)ade CountyPro4uct Control Sectiontliat *ispmductarmaterial fails to meet 1he reiquirements of the applicable budding code - This product is apprmed as describedhezein andhas been designed to comply widL the Florida Building Code, including the IhA VelocAy Hurricane Zone� DESCRIFTIGN: Series "---: 7V_ 770" X`mFl Sliding Gla --s Do" (Reinforced) w1wo 9 00 & 1352 cornm-sL_W. APPROVAL DO CIM, ENM- Drawin Z No. N D - 55- 70.0 Re v & titled "'O'n i�4 Slidin g Glus Door N 0 A (M " 7 A e ft I &fcuA 21 of 2 1, preparedby manufacturer- dated 1 W05)15 and Lm revised on 01A 1/2 1. signed and sealed by A. Lym Miller. P.E., beafing the Miami -Dade CountyProduct Control Revision stm* with the Notice of Acceptancenumber andexpiration date by the Mann -Dade County Product Control Sechom NUSSILE IW.ICT RATLNG- Large and Small'Slissile Impact Reu.stant Limitations: L See table 1 (sheet2) and table 2 (sheetg) forapphcableSGD unit sizes- design pressures. reinforcements types. glass types, siUriser(see tablesB-1 & B-2, sheets 7-8) and anchorlayciatshiets requirements in 11 thm 16- 2. R4d White FVC, Tan (Non-wbite) Rigid FVC andBrowti coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA'srequirements- 3. Egress operable doors must comply with min clear width or height per FBCrequivramt as appheable. 4. Pocket walk under sepKaw appreval, to be reviewedby Buildam official L.%BELING. Each unit shall bear a pennanvent label with the m crurees n aw or logo. city. state and series and following stalment"Miami-Dadve County Product Control Approved", noted herein- RKNEW--iL of this. NOA shall be considered after a reneval application has been filed and lhere has beenuo. change in the applicAde building code negatively affecting the performance ofthis product- TERMV�,A,1102N- ofthis NOA vvM occur after the expiratan date or if 6ew has beam a revision or cliange in the materials. use., andlor mamificturve ofthe product or process. Nfisuse ofthis NOA as an endorsement of any product, for sales. advertising or any odmfpurposes shall automate ally terminate this NOA_ Failure to complywith any wtion ofdds NOA shallbe -cause forternination and removal ofNQA. ADVERTISEMENT: The NOAnunixt precededby the words Miami -Dade County- Florida, and followed by the expiration date maybe displayedin advwlising literature. If any-padionoftheNOAis displayed. then it shall be done in its entirety. LN'SPECTION": A copy of this entire NOA shall bepro%ided to the user by-dse zu;amifacturer or its disufttors and shall be available &K inlVeCtiM at thejob site at the request of the Bubling Official. IlLis NOA revises & renews NOA 4210-&129.05 and consists of 92ispage I and eiidence pages E- 1. E-2T E-3. E-4. E-5 & E-6 as well as approval document memhoned ab(nx-- The submitted documentatim was reviewed by Ishaq L Cbanda, P.E. INOA NO. 21-040.9.03 ExpirationDalet Aprill4,!0!6 Approral D2 it: March Zi,, 2021 p2g* I PGT Indus aim Lac. NOTICE OF ACCEPTANCE: EN'IDENCESUB-NUTTED 2. F.,vi&nce Submitted under previous submittal A. DRANNINGS 1. Dmwing No. XID-5-5770.0 RevB, titled 'Vinyl Sliding Glass Door NOA W', sheets I through 21 of 2 1, prepared by manufacturer. dated I OVS.el 5 and last raised on GC22120, signed and sealed by A- Lynn Miller. P_E_ & TESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Rrsistance Test, per FBC. TAS 202-94 4) Ixge Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Piessure Loading per FBC, TAS 203-94 along "b marked-W draw -nip and installation diagram ofall PGT Iudustries, Inc. representative units listed below and tested to qualify Dowst 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory; Inc-, Test Reports No.: FTL-7997, PGT PW5520 PVC Fixed Window (imit 6 in proposal), dated 09!03,'14 FTL-20-2107.1, PGT SGD780 Ahnninim Sliding Glass Door (unit 7 in proposal) FTL20- 2107.2,PGTCA740 Alum Outsu-ingCzsemeatWmdow(mikginpmposal)Y"TL--70- 2107.3, PGTP%,7620A Aluminurn Fhced Window (unit 9 in proposal) and FTL-20-2107.4- PGT PW7620A.Alumnium. Fixed Window kunit 10 inproposal) dated 07113120, all ugwd and sealed by Idalinis Ortega- P-E. C. C.4,LCUILATIONS 1. Anchor verification calculations and structural analysis. compbring with IFBC 71 Edition (2020), dated "22120, prepared by nianu chur-r- signed and sealed by AnthonyLynnMiller. P.E_ 2. Glazing complies with ASTM E 1300-04,-09, -12 and 46. D. QUALITY ASSURANCE Miann-Dade Department of Regulatory and Economic Resources OUR). E. MATERILAL CERTMCATIONS 1. Notice of Acceptance No. 19-OW-.02 nmied to Kuraray America, Inc. fortheir "TrosifoW Ultraclear, Clear, and Color PNT Glass Interhyers7. expiring on 07=�24_ 2. Notice of Acceptance No. 17-W8.02 issued toKuraray America, Inc. fortheir "SentryGlitst (Clear and White) Glass InterbyeK', ex04 on 07,104!23. 3- Notice of Acceptance No. 19-1106.10 issued to Vision Extrusions Limited for their "Brown, Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors7', expiring on 0930a4_ 4. Notice ofAcceptanct No. 19-1106.11 issued toVision Extrusions Limited fortheir series "VE 1000 Tan 202 and fighter shades Rigid Celular PVC Exterior Extrusions for Windows and Doors". expiring on 12,12,9!2 L I Lhaq L Chaa4a, PJE. Product Control Usit Sup",risor N0.8 No. :1-ONSA3 Expiration Date. April 14,2026 A .%pproval Date.- Alarch 15, 20211 E 4 C/) -Cu -a > PGT Industries. Inc. PGT Industries, Inc. a) L_ NOTICE OF ACCEPT.&NCE: EVIDENCE St`B_WrTED PGT Industries, Inc. C" NOTICE OF ACCEPTANCE: EVIDENCE SUB3vflTMD CD cD_ o CU -0 2 o- NOTICE OF ACCEPTANCT: EVIDENCE SUB11ITTED -&-a (D 0)0 -P-- Cn (D -0-6 1. Evidence submitted under predous NaA D. QUALM ASSITILkNCE Ito = = CU Fn A. DRAW] NGS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Rrsourm (RER)_ a) -0 0 I - Manufacturet's die drawings and sections. 5. Test report on 1) Air Infikration Test, per FBC, TAS 2022-94 2 0 a) (Submifted tinder �VOAX& 11-0107.04) 2) Uniform Static Air Press= Test, per FBC, TAS 202-94 E. MATERLAL CERMCATIONS CL C= 0 LL 2- Drawing No. 30-5570.0, titled 'Vuivl Sliding Glass Dow NOAWT, sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. U"528.14 isawd to Vision Extrusion Limited forth& cc = - CU 0 -4.- *- co through 21 of 21, prepared by manufwturff, dated 10V545. with revision A dated 4) Lug Missile In4xict Test per FBC, TAS 201-94 -IMike Rigid PVC Exterior Extrusions for Windows and Doors". dated 091 Y X1__ Co -0 E C) > 04105/17, signed and sealed by A- Lynn Millff- P-E. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on 0913a49. 2 cn (D L_ "0 CL 6) Fotced Enffy Test, per FBC, TAS 202-94 2. r -0920.08 issued to Vision Extrus Notice of Acceptance No. 16 4on Limited for their e Cn "o CU Co 40 C:) B. TESTS along vath marked -up drxwjngs and tris;tallation diagrani of virryl sliding glass door prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions or E 0 1 w I - Test report on 1) UniformStatic Air Pressure Test, perFl3C. TAS 2012-94 by Fenestration Testing Lab, Inc., Test Report No. FTL 8-1,49. iated ll)06/15, signed and Windows and Doors", dated 1210846, expiring on 12?2%2 1 W. Large Missile In4act Test per FBC_ TAS 201-94 sealed by Idalmis Ortega. P. E_ (Ilest report revised on 12,104,115 and O�' 111 Ij 16) 3. Notice of Acceptance No- 1"_1528.15 issued to Vision. Extnision Limited for theff- 3) Cyclic Wind Preswe Loading per FBC_ TAS 203-04 & Test report on 1) Air Infiltration Test, per FBC, TAS 1-02-94 -Brown Coated (Painted or Laminated) NNIW Rigid PVC Exterior Extrusion irb C= along with masked-W drawings and installation diagram of vmyl sliding glass docr. prepared 2) Uniform Static Air Pnw= Test- per FBC, TAS 202-94 Windows and Dooi-*-, dated 0&113115. expiring on 0930119� rZ byFentstration Testing Lab, Inc.- Test RrpoitNo-FTL8717, dated 111-07115, sigtied and 3) WaterResistance Test, per FBC, TAS 202-94. 4- Notice of Acceptance No- 1"712.02 issued toENERGIFenestntion Solutions USA, sealed by Idalmis Ortega. P_ E_ (Test report revised on 02115116 and 0124U 6) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior 2, Test report on 1) Air InfiftWiou Test. per FBC, TAS 202-94 5) Cyc&- Wind Premm Loadingper FBC, TAS 203-94 Extrusions for Windows and Doors" dated 0915 116- expiring on 02."04Q 1. 2) Uiiifonn Static Air Pressure Test- per FBC, TAS 202-94 along with marked -up drawings and installation diagram. of vmyl sliding glass door. prepared 5. Notice of Acceptance No- 1"712.0-4 issued to ENERGI Fenestration Sohitions USA, 3) Water Resistance Test, per FBC. TAS 2102-94- by Fenestration Testing Lab- Inc., Test Report No. FTL 8&52- dated 11'04115, signed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 4) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E. (rest report revised on 011512016) Extrusions for Windows and Doors" dated 093 5116. expiring on 04116120. 5) Cyclic Wind Presswe Loadingper FBC_ TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6. Notice of Acceptance No. 1" 712.03 issued to ENERGI Fenestration Solutions USA, 6) Forced Entry Test, per FBC, TAS 2021-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc, for th&'-White Rigid PVC Exterior Extrusions for Windows and Doors- dated along writhmarked-up drawings and installation diagram. of vmyl sliding glass door, prelmed 3) Cyclic Wind Pmmue Loading per FBC. TAS 203-94 0&1&17, expiriq on 0128/18. byFenestration, Testing Lab7 Inc.- Test Report No_FTL &SM, dated I IW15- signed and along vnthmadced-up dnwings and installation diagram of varyl sliding glass door, prepared 7. Test reports No(s). I 0-W2-792(A), 10-06-MOS2 7, 535 753-09- per ASINE-94, sealed by Idalmis Ortega, P_ E_ (lest report revised on OIAW16 and 0j)lln20l6) by Fenestration Testing Lab, Inc.. Test Rrpoct No. Yn 6638 (iamples A-1 thru A-22). dated ASTIi4D 1929 and ASINO-63 5. issued by EXOVA to Visim Extntsion for cellulosic 3, Test report m 1) Air Inffifttion Test, per FBC, TAS 202-94 1149/10, sigried and sealed by Jorge A- Causo. P. E_ eSubmtNted underNO-4 ZN& 11- con4)osite material 2) UnifbiniStatic Ak Pressure Teo, per FBC, TAS 202-94 0107.014) (SubmthYed under XO_-I.Vo. 11-0107 04) Z 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infi*ration Test, per FBC, TAS 8. Notice ofAcceptance No. 14-016.1.1 issued� to Kuraray America., Inc. for their 4) Large Missile Impact Test per FBC: TAS 201-94 2) Unif bim Stat ic Air Pic ssure Test, per FBC, TA S 2 0 2-94 (Clear and N%lk#) Interla,, erl., expiring on 07104/18- 5) Cyclic Wind Press= Loading per FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94� 9, Notice ofAcceptance No. 16-1117.01 issuve� to Kuraray America, Inc- f6r th& 6) Forced Entry Test, per FBC . TAS 202-94 4) Ixge Missile InVact Test per FBC, TAS 201-94 "Trasffalt, "traclear. Clear and Color PVB Interhfyers7. expiring on 07108119. abng with ruaiked-W dm trip and maallation diagram oftinyl sliding glass door prepared 5) Cyclic Wind Pwsme Loadingper FBC, TAS 203-94 W try Fenesftatim Testing Lab. Inc.- Test RqMft No- FIL 8-147, dated 11%115� signed and 6) forced Entry Testr per FBC, TAS 202-94 F. STATE-AKINTS sealed by Idalmis Ortega, P. E. (Test report revised on 02il 516) along with marlwd-W dr2wmgs and installation diagram of vmyl sliding glass door, prepared L Statement letter ofconformance with FBC-1.0h Edition (2014) and FBC-61�h Edition 4. Test report on 1) Air Infiltration Test. per FBC_ TAS 20244 by Fenestration Testing Lab, Inc-- Test Report Nvo_FTL 6337 (samples A-1 thin A-5), dated (2017� issued by manufacturer- dated 0&'14/1-7, signed & sealed by Lynn Miller. P F_ 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 12/06!10, signed and sealed by Jorge A- Causo. P. E. (Submiffed under.N50-4 No. 11- 2 - StatemeW k-tter of no finandal interest, dated 0411 &17, issued by manufacturer, signed 3) Water Rrsistance Test, per FBC, TAS 202-94 010709) & sealed.by Lynn Miller. P-E. 4) Lmp MsWe InVed Test per FBC, IAS 201-94 3. Letter of lab compliance, part of the above test reports. 5) Cyclic'Wind Pressure Loading per FBC, TAS 203-94 C. C-ALICTTLATIONS 4. REK Test Proposal No. 17-0.387- dated 05o'051 7. signed by Ishaq Ckanda. P.E_ 6) Forced Entry Test, per FBC, TAS 202-N 1- AnchorverificationcalcuJations and structural anahsis, along with marked -up drawings and installatwu diagram of vmyl sliding ghm door- prepared prepared by PGT, dated 11`09/1 5and last revised on- 02,115/16- signed and sealed by G. OTHER by Fenestration Testing Lab, Inc., Test Report No. FTL &US, dated 120415, signed and An&=yl- Miller, P-E. (Submitted under.V0_-1.Xo. 15-1210.61.). L Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series sealed by Idab3fLs Ortegx P.E_ (rest report revised on.Oli3O*16 and 0211146)_ 2. Glazing complies with ASTME-1300-09- -557,0/2770" Vinyl Sliding Glass Door (Reinf o rc ed) - L _M�L, expiring an 04114�22 1 I&kxq L Clanda, P.E. Iskaq 1, CLazda. P.E. Jv_ Uaq L Chanda, PX. Product Control Uait Superri3or Product Control rait Supervisor Product ContrDlUnit Suptrvisar N-OA'N6� 21-01055.03 NOANo.!l_0201Z.03 TNOA IND, 21-020S.03 ExpiratioaDaw Apri114,20.Z6 Expimfion Dart- April 14, 2016 ExpirationDaw April14,2026 Approval Date- March 25, U! I Approval Dam March 15, M.21 Approra I Date: March -it, -1021 E -1 1-3 C G1 Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENNCE SUBMITTED NOTICE OF ACCIEPT.4YCE: EN7MENCIE SUBMIff E. MATERIAL CERTUICATIONS (continue) 3. New ENIdence Submitted 5. Quaimc Part SuperSipacer Standard compbring with ASIM C5181hermal Conductivity 0-881 BTU -in/ hr.-fV-'F, ASTM F 1249 WVTR-Pass, ASIM D3985 Oxygen --Pass, ASIM E DRAWLNGS 2190 I.G_ Dumbility-No Fog -Pass. (Subittilled underprevionsA70-4 A-& 15-04-09. 05) 1. Drawimg No. NED-55570.0 Rev B_ titled "Vinyl Sliding Glass DooTNOA aW. sheets I through 21 of`2 I, prepared by manufacturer, dated 1 &0515 and 1= revised on 02VIi2 L 6. Quanex Part Durawal complying with ASTM C519 Themi2l Conductivity 2." BTU-iW . signed and sealed by A. Lynn Miller, P.E. hr -ffk-F, ASTM F 1249 WVTK-Pass_ ASIM D 1434 Amon Penneance-Pass. ASTM E Notc This revision consists replacemetit of same existing installation screw with flat head- 2189 I.G_ Durability -No Fog, ASTM E 546 Dew Point Development -201F in 48 hrs. (Subm Ned nnder.V,0-4 Xv,. 15-0469,05). 7- Vision Extrusions, Ltd- Parts complying with PVC-AAMA 303-13- Voluntary Specification B. TESTS for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vinon. Extiisions, Ltd.-VEX-1 by 1. None. AAMA Fenestrition Exterior Profile Certification Program (,%tbmdffed underA50.4 jV6. 15- 0409. #5) C. CALCULATIONS 8- Vision Extru;sions, Ltd- Parts compMing with PVC-AAKk 303-13 L None- -6-0 (Subm iffed nn4derAVAX6. 15-0409-0.5) (1) 9- PVC-AAMA 303-13., Voliwary Specification for Rigid PobNinyl Cbloride (PrVQ Fiderior D. QUALITY A S SUIL&N C E CD Proffles for Vision Extrusions, Ltd-ATEX-1 by AAMA Fenestration Exterior Pwfile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). _C_ Certificationprogram- 10- Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration S-olittion, USA, Inc. for E. 'ILITERMLL CERTIFICATION& their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for I- Notice of Acceptance No- 19-0305.02 issued to Kararay America, Inc. fortheir > Windows and Doors", expiring, on 02%.12,1. "Trosifolt Ultndlear, Clear, and Color P%7B Glass Interhyers-, expiring on 0TOSP-4- 0 11- Notice of Acceptance No- 19-0122.02 issued to Energi Fenestration Solution. USA, Inc, for 2- Notice of Acceptance No. 17-080&02 issued to Kuraray Amerka, Inc. for their 16- their saws "Wltite Rigid PVC Exterior Extrusions for Windows and Doors7- expiing on "SentryGlast (Clear and 'White) Glass Interlaveri"r ff4nrmg on 07%23- > CL 0_ 02/298021 3- Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their "Brtwn 0 < 12. Notice of Acceptatice No- 2"203.03 issued to Energi Fenestration Solution, USA, Inc. far Coated (Painted or Laminated) White Rigid PVC Exterior Extruskits for Windows their "Bronze & hot shade cap coated White Rigid PVC Exterior Enrusions for and Doors7. expiring on 093024. 00 0 WindowsandDoors". eMkingon.04,16,25. 4- Notice of Acceptance No- 18-1106.11. issued to Vision Extrusions Limited for their series :3 "NT- 1000 Tan 202 and lighter shades Rigid. Cellular PVC Exterior _0 F. STATEMENTS Extrusions for Windows and Doors". expiring on 12129/2 1. 0 1. Statement letter of conformance to IFBC 76 Edition (2020). dated 0422-120. issued by maniff2cturff, signed and sealed by Anthony Lynn Miller, P.E. ST-AMEENTS 2. Stateriaent letter of no financial interest and of independent, issued by manufacturer, dated 1- Statement letter of ccaftmance to FBC 7A Edition (2020), dated 0101,21. issued by y-Lynri Millff- P-E. 04/18 Q) 0- sAgned and sealed by Anthow manufadwff, signed and sealed by Anthony Lynn Miliff. RE. Cf) 3. Private Labeling Agreement document between PGT dated 0313OV15 and signed by all 2- Primte Labeling Agreemew dated 0369,21 between PGT Industries. Inc. and CGI CU involved parties. Windows and Dom Inc., signed by Dean M. Ruark P1_1 V,P. Engineering, on behalf of bothcompanies. G. OTHERS 1- This NOA revises NOk# 17-0420.06 (PVT w/CGI) and updates toFBC2020 (76 Edition� G. OTHERS expiring 04.11Y21- L This NOA revises & renews NO.A# 20-0429.0-5 (PLA w/CGI), expiring ".11+26. 2- RERTW p-oposals #19-1155 dated 01/1000 approved byIshaql- Chan&LRE.expiring 2. 1he current associated PIA CGI file #21-0204-01, expiring 04114?26. co 04;14�!I. LU < hhAq L Cliaxd2, PX. Ishaq L Chanda. P1. Z Product Control Unit Superdsov Product Control Ink SuperTisor Z 'NOA NO. :1-0.105 ' 03 'IN-CANo, !1-0!05.03 < ExpiratiosDato- Aprill.4,2016 Expiration Davit: April 14.!026 _j Approval Da te, March Approval Da-te- March 151% .10!1 E -5 E -6 SHEET NO. f November 1, 2023 PA 1.4 I I'i' ! 11' 11, F 11, MiAMFQADE MIAMI-DADE COUNTY +�j1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.aov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, 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 N prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E,, dated March 24, 2003 and Drawing No. 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " N SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. "Cast -Crete 4'", 6" & 12 "Lintel Safe load Tables`; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both LT4612, titled "Cast -Crete 4'", 6" & 12 "'Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06112/14, a4b The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed b Craig Parrino, P. on 08119114. y g o Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS Q. (AHJ). B. TEST'S March 22, 2012. Z 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1 • None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529- 94, prepared B. TESTS C. CALCULATIONS y -o Section In Miami Dade County)and/or the AHJ in areas other than Miami Dade County) reserve the right to have {' ty) g b Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and y pp p gn 1. N°ne" 1. Calculations dated d this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E, for Cast -Crete Lintels, 0811912014 , pages 14.201 through 14.236, a accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. m o modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. QUALITY ASSURANCE C 3 this acceptance, if it is determined b Miami -Dade Coup Product Control Section that this product or material P y h' P 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 a es prepared b CraigD. f P g , P Pm Y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). � d fails to meet the requirements of the applicable building code. Parrino. P. E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. a . y 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. a Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None' F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None' B. TESTS County logo. 12" Lintel Safe ared d b , " &e Load Tables'; sheets I through 3 of 3, prep "Cast -Crete 4 "6f g p p y 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS1 C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS None 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1 None.D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and , l jt /� E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. etm A. Makar, P.E. M.S. y' elmy A. Mahar, P.E., M.S. __ �___ If s7.�1 1F �( �eimy A. Makar, P.E., M S. Pro uct Control Section Supervisor Pro .. Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 ]APP.O p NOA No. 20-0630.15 Expiration Date: 09/11/2023 p NOA No. 20-0630.I5 Expiration Date: 08/20/2020 NOA No. 20-0630.15 Expiration Approval Date: 08120/2020 / Approval Date: 08/20/2020 Approval Date: 08/20/2020 Date: 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami Dade County Department of Regulatory and Economic Resources (RERI. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 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 - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06/11120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and .sealed by Craig Parrino, P.E., on January 22, 2019, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. C;Melruy A. Makar, P.E., M.S. L;V Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 November 1, 2023 Cn Z3 CD > O U O CD L O C:). O O C .� CU U -O — �— 2 .O a) cO = CU O O U— p CU .cn Cn 'O CD CU E OD � F- n (n < z z W J Cn E Z� _ co O CL O Q < � U O L �a U CU m O L LU Q Z Z Q J a SHEET NO. PA 1.5- I PRODUCT' E3,ALUA1ION L ErQRT R1,), E®-0728 D1 .2 EWDUrT P:YA r(ATLON LbDzL ,vD 204726.07 3 ILI C O limc\ Z TILLiT TESTING III ENGINEERING COMPANY 2.2. TEST FREPORTS: L MATERIAL CHARACTERISTICS AND SPECIFICATIONS: _ wars FR A. TTLLI7 rn , rE. Tilfe Dt:QRm Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on ILP.6.1I:2. P A414T 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads 9 sheet 1 2 and 2 0 26 of Product Evaluation n 2 f d t a uation Document (P.E.D.), drawing AL CA U.-N„-000o,19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20.176L Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, inc., Reports # 96-509 dated 08/0911996, #96-570 dated 0911811996. 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, R.E. and Report No. 7. LIMITATIONS AND CONDITION$ OF USE REPORT NO.: 20-0728.01 0219.01-09 dated March 4 2009 signed and e 9 seated by Edmundo Largo spade, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 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 Walter A. Tillit, Jr„ P.E. PRODUCT SUB -CATEGORY: Stone Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS" On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER: GGk&alProtection Produsia LLC- 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. 51 Street section 1616 of the Florida BuildingCode. Calculations Prepared by Tilteco, Inc., wood flame structures. Davie, Florida33314 dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. I. OF EVALUATION' MBI IMPACT RESISTANCE: 3.lNE Product Evaluation Report prepared by Walter A. Tiliif, Jr., P.E. (Florida License -PURPOSE This is a Product Evaluation Report Issued by Walter A. 71111% Jr„ P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method 1 D of the Florida Department of Business and Professional 4,_WIND LOAD$_ RESISTANCE: y115�1„it1N,�FNMNf , ,�0SI A 71f,"I "' ; Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain winds 9 0 ,x; JCENSr-• This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, _ - ', 1% 'io• 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. ,---- -,_— __ ,* ; * is Florida BuildingCode, and to verifythat the product Is for the purpose Intended p p 20-176. Maximum Anchor Spacing shall be as Indic on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), L � �;P-a • STATE OF "°1 at least equivalent to that required by the Code, drawing No. 20.176. B �} /' %30,c - !T10RID11 O, This Product Evaluation Report shall be subject to review and revision in case of All. QNAL a Building Code change that may affect Its limitations and conditions $INSTALLATION' eunnNll Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WAT¢.L D:1 TILTECO ADMON RECORDS 1 P. E. REPORT-29 N GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1. PEWDUCTEVALUATIQ-N_DOt UMENT_(P.E_D.1: (P.E.D,), drawing No. 20.176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANo.tDRwax2D.T7s1REPORT!r�r2am Drawing No. 20-176, titled ° GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. {P.E.D.}, drawing Na, 20-176. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part�0 1l��sNM Evaluation Report. �xay�tR A r�jIF �1 aLL11111ININIhNNFfyfM A T/( iv, 3m �� ' \,iCEN,r� Two -_ x4T`��`0PGENsj�� - No, 441t7 = _—"-167 pr i * _ - I , "O.. A+ - = _ 1 tf STATE OF Z ,dr'-, FCoRV© • \1 S*r �%�.ze �, 10'S/�AIDP•�,�<F y Street Suitt30 6355 NX 36th S t) I �hne S/O4 -E & f ,Miami,}T1Drida3316tS-1'hone:(305)$7i-153 ��,Rt,,Nl,oll,' ../N+HADVIIIIII 11 11 I 2MEB& NOITES: X Amer GeL,r.aWan Mom TllJatw 9aNELs) I STORM PANE- BOOM ON IHNs PRODUCT EVALlYIiItNN DOCUMENT DIED) HAS BEEN VERIFIED FOR COMPLMAGE ,N ACCORDANCE WITH, THE 2020 Inh EDITION) OF THE FLORIDA 9UIDINC CODE DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 152o OF THE ABOVE K"TOND) CODE, FOR A WIN) SPEED AS REQUIRED BY THE JLIMSOCTON Wf1ERE THESE SHUTYERS *ILI BE INSTALLED AND FOR A DNECTIONAITY FACTOR Kd-085. USING ASCE 7-16 AND SHALL NOT EKCEFO IMF MAXIMUM (AS.Q ) PRESSURE RATINGS T 7 4 I' t i oESHG7+ Gs INDICATED +M SHEETS T+RU 12 1 S, 8. 9 A 20. N ORDER TO VERIFY THE ABOVE CONONVN. ULTIMATE DESIGN RING LOADS DETERMINED PER ASCE 7-T6 SHALL BE FIRST REDUCED TO AS DESIGN WIND LOADS BY MULTIPLYING MEN BY 0 6 N ORDER TO COMPARE THESE W/ WAY (AS.o) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 17, 14, 15, 16. 19 A 70. IN ORDER TD VERIFY THAT ANCHORS, ON THIS PEO AS TESTED WERE NOT OVER 5-itESSED. A 33% 94CREASE K1 ALLOWABLE STRESS FOR WINO LOADS WAS =F1 USED IN THEIR ANALYSIS. FASTENERS SPACING 10 WOOD Wt5 BEEN DETERMINED M ACCORDANCE WITH NO.S, 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN NERMIED IN ACCOROAKe WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENC.INEERN+G A T'ESTRO INC. ROPORIS 96-569, 96--570 S 96-T30 AND FENESTRATION TESTING IASI INC.. REPORTS /2032 NM /2126 . AS PNOIDGMS TAS-701, TAS-202 AND TAS-203. AS AS T1- , , W€TAS 0 STANDARDS, RKA4 EST wJ1H #SOUTH FLORIDAFLORN7,A AEPORI r02 9.Q 09, AS PER AS 20 . TAS 207 AND 2 ALL ALLMNUM CKTRUSIONS TO BE 8057-16 ALLOT AND TEMPER. (UNLESS OtHERWISE NOTED) SEE SHEET 1 T T All TI.M/MlNUN sNEET 4EEAL USED A CLO5L1RE5 SMALL HAVE. 3105,1414 ALLOT. A ALL STEEL SHEET MEIAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTN A-65J COWL 50 LIINIMU4. w-W CALVANIED STEEL. DESIGNATION W/TY. 58.S M (AFTER ROLLED;. 5 ALL SCREWS TO Of S7MNL"i STEEL 304 OR Ti6 NSt SERIES OR CGRRO%LOI, RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 kAi "ELO STRENGTH AND 90 M• TENSILE STRENGTH a SMALL COMPLY W/ RORTUA BULGING CODE SECTION 24113.3.4. 6 BOLTS TO BE ASTM A-307 DALVAMZE'D STEEL., RPM ASI 304 ]SERKS S7NNLESS STEEL WITH 36 kP MINIMUM YTEUD SIRENGIH. , ANCHORS To WALL SW11. BE AS FCLUOWS: (A) T9_.gUF1! ,TWRiRS4XKWL - 1/4-. TAPCON ANCHORS AS MANUFACTURED FT' I. T.W WkDEX, INC (Mm. I'P-3192 P I.) 1/4' I , 7/8' CAJX-TN AN ;HORS, AS MANUFACTURED BY DEWALT INC. (MIN. f't. 30Q0 P.aa.f - I/*,- A 1/4' SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL PORI SCREW, BOLL A SPECMUY CO (M- ('c 3000 P"') - ri4-10 PANELMATE FEMALE 10 A PANFLMATE PLUS ANCHORS. AS MANUFACTURED BY CLOD CONSTRsAnUN PRODUCTS (MN- I 3350 P.4.,.) - 1./4.0 CF TAP -GRIP ARC+OORS. AS MkrLUNACTUNED W TRU-FAST CORPORATION (!'R-360G PAI ) A.1) MINIMUM MINDNENT OF TAPCON ANCHORS INFO POURED CONCRETE SHALL BE 1 3/4'2- FOR PA4ELAMHE FEMNF 0 040 PANEENLTE. PLATS AND I I/A- FOR CF TAP -GRIP ANCHORS A2) CAL( -IN A SOUR -SET ANCHORS SMALL RE EMBEDDED 7/8' WTO THE POURED COHCAETE NO EMBEDMENT 1N16 STUCCO SMALL 8F PERMITTED 1/4- •-20 SCREWS USED SHNS BE I 1/2- LONG MINIMUM SHOULD STUCCO EXIST, Nm FOR w WRH AND MINT BF H s OR T+NNFAEEO SCREWS W PT MINN4UM AIL, NO STUCCO FAM.A SCREW ALL /A FWD. NUT 'ATFHI WING NUTS. 4,31 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD DCIAROS BE FOUND ON THE 04SIiNG WALL OR FLOOR. ANCHORS SHALL BE LORD INC'" TO REACH THE MAIN 5MJVURE BEKIND SUCH PANELS ANCHORAGE SMALL RE AS MENTIONED IN A-1) AND IN A,2). IN) z "T501'p �aN�'•`.`F gy„n�^'. WALL...hSIN,--C_94 1/A' • TAPCV'N ANCHORS AS MANUFACTURED 89-, T W. 9UL.DEX, MC 1/4" a A 7/9' MX-MN ANCHORS, AS MAMNAMPOD BT DEWALT iNC (MIN. r,-Iboo P.s..) I/O* X 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECALrY f.O. (MIN %Fe-iaw P.a.,) Ill, PANELMATE FEMAU IO MIND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCD CWNSTRUCIKIN PRODUCTS (NON. r_n71 P.,.,.) ,uLV 1/4` a CF TAP -GRIP ANCHORS. AS MANUFACTURED By TRU-FAST CORPORATION �'(1 B I) MINIMUM EMBEDMENT UT TAPCON ANCHORS, ELCD PANCALATES AND CF TAP-GFG'P ANCHOR, IWO IHE P'' BLOCK JNR SHALL BE I 1/4'2'.7,ce•.P'• 8,23 CALX-IN a SCUD -SET ANCHORS SHALL BE EMIBFDOED 7/a" ALTO SHE CONA'N CONCRETE BLOCK UNIT. NO 's'TU INTO STUCCO 9 WA 9E PERMITT€D. 1/4• I-20 SCREWS USED SMALL BE 1 ,/2- LONG MINIMUM S. CD EXIST, AND I" MNNAUM NOR WALLS WTM ND Mom 1 •Q, - (SEE 50901" ON mom a TMRRGII 1) .i �. e 3) IN CASE THAT PRECAST STONE, DR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE. EXISTING WALL„ ANCHORS SHALT. BE LONG ENOUGH TO REACH 74 MAIN STRUCTURE BEHIN'C SLMM PANEL a.. ANCHORAGE SHALL BE AS MENTIORED IN 9, I) AND IN &2). (C) TTi EXamw tD_.Ifd01l,_-$PECBTC ^RA NTY : - Oak, WI L 1/4-9 TAPCON ANCHORS. AS MANUFACTURED BY I T W WILDEX, ,NC. - 04-t0 PANELMATE FEMALE O AND PANEiWTE PLUS ANCHORS, AS MANUFACTURED 9t ELCO CONSTRUCTION PRODUCTS - 1/4'/ LAG SCREWS PER N.D.S. - 7/16'NI - b/6' WOOD BUSHING, AS OISTRB)UTW BY 41 POINT St..'". BOLT k SPECUILTY GO C 1) MINIMUM. THREADED PM1AAIn4 INTO *000 OF TAPCON ANCHORS SMALL BE 1 1/2- AMC 2- FOR ELCD PMOAATE PLUS AND PAN€LNALE FEMALE O. I., MNMJM ON INTO RATION INTO •.) PENETRATION Rio STUCCO 5HW.,. BE CONSIDERED AS PART # ��p REQUIRED THREADN PENETAAnM1. THREADED C 3) MINIMUM EDOL DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THE ORIMNC C.4) MINIMUM PENEIRATION OF *DOD RUSNKAG SR41 BE 511V 1/4' 0-20 SCREWS VSM SMALL IR I i/2- LONG M9NAIUM SHOULD STUCCO EXIST. AND I• MINIMUM FOR WALLS WITH NO STUCCO. CS 4N CASE i OR ANCHORS PRECAST STOW, CAST CONCRETEMAINPANELS. STUCCO OR WOOD BOARDS ! F(HNb ON THE FJN5TMC WALL. RAGE SH SNAL: S LONG NEDLGH T1 REACH THE MAIN STRUCTURE BEHIND SUCH PANEL:. ANCHORAGE SNLAJ. 8E a5 MENTIONED N C. 1), t.ti A C4) (0) ANCHORS SHALL RE INSTALLED FOLLOWING ALL OF IRE REOOMMI'NDAnONg AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 6 PANELS MAY MLSO BE INSTALLED HOMA MAZY FOLLOWING INSTALLAT10% DETAILS SHOWN ON SECTION 3 THROUGIi 10 (SHEETS A 1NROUGH I) EXCEP1 THAT HEADERS (2} II Q SMALL NOT BE USED 9 IT SPAU BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOIMSTRUCTURE ORM OF THE STRUCE WHERE SHUTTER IS TO BE A71ACHED TO INSURE PROPER ANCHORAGE MLX SHUTTER SHALL ONLY OF ATTACHED To CONCRETE. BLOCK OR WOOD FRAME 10 EACH REGULAR STORM PANEL N8'.11 LENGTHS OVER 8'-$ THROUG14 12'-4*.AS PER SECTIONS S. 8. 9 A 10 ANC ALTERNATIVES INY, 9W A IOW ON SHEETS 5, 6 A 12 RESPECTIVELY: SHALL HAVE A LEQBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS VOT14 APPLICABLE REINFORCEMENT "NO RD"= OF HURSOME WARA9NG (I THE ISTNTAi10N CWI%%C,TQN IS TO SEAL/CAULN PLL SHUTTER CamPotim EDGES WHICH ROAM" IN CONTINUOUS ±ONTACI WITH THE BUILDING TO PREVENT WIND/RAIN MNTROSION, 12 STORM PANEL INSTALLATION SHALL COMPLY TURN SPECS INDICATED W THIS DRAWTND PLUS ANY BUILDING AND 2ONING BETA""-S PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. I3. (a) THIS PRODUCT EVALLNTON DOCUMENT (P.E.D) PREPARED 5Y THIS ENGINEER 15 GENERIC AND GOES NOT PROVIDE 44PORMAiTON FOR A STrE SPECIIC PROJECT, - WHERE ONE SITE CONDITIONS DEVIATE FROM THE PE.D. (b) CONTRACTOR TO 9 F N SELECTION. 1# RESPLX4H 4E OR E SELE+.. PUM44RFROM AND INSTALLATION DETAILED O 11iE SAETY MIE THIS PRODUCT CONS ON OIS AE.D. AT SITE 14!TW C WOES NOT 9fNATE :ROM THE CONpi'fID1A5 DETARED G'I THIS DOCLiMEHi CONSTRUCTION SAFETY AT SITE t5 ria CONTRMTTOR'S RESPONSIpnY W THIS PRODUCT EVALWATMON DOCUMENT WILL BE CONSIDERED IMAUO IF MODIFIED. Ill SITE SPECIFIC PROJECTS, SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TAG. ENGINEER Or RECORD (EOA) FOR THE PROI€CT AND WHO MILL RE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER M THE P.EO ENGINEER, SHALL S~ To THIS LATTER rHE STE SPECIFIC CIRAWTnGS FOR RENEW, (0 THIS RED SHALL BEAR THE DATE AND ORRW*k SEA. AND SfCMlVRH OF THE PNOPESSiONA, ENGINEER Or RECORD THAT PREPARED IT 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER N ACCORDANCE WITH SECTION 7702.9-3 OF FLORIDA BUILDING CODE.. ONE LABEL SNAIL BE PLACED toll EVERY OPENING. LABELING TO COMPLY WITH SECTION 17a99.2 OF THE FLORIDA BUILDING COX MIS DRAIMING SNMl ONLY BE USED 1O IMMLyy,- OBTAIN FERMIS IN THE STATE OF FLORIN INSTALLATION INSTALLATION DETAILS FOR REGULAR PANE{, 1} dE _1a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCIRM NORM cm SCHEDULE ON - - 5HQ75 0 THROUGH 9) '_1 -.._.__E.D.-"-. f.a+CACN A= a- E7[iST9NG POUREp _ fm EX6,NNG POURED r.. �. _ - _. - - __ CONCNE7E 11FDOR[O; CONCRETE IIEOA IE0 7 I' i \ LIX1s a � e)-\ 41 MNI - EX6IIIG P0URE0 EA i i Lf-2 I i REOUIID -: i 2 cart I 1 1 R i .'.. N N r-0 `9 -iI ON M I t+, Lan.. I -T" 4 TILWM+K41. R m I A. G4� �'mA34 i I 1 1 --I. F I - --. _{ _ IU I i 1 1 1 1 N I i:' ` 1 i � i R 1 4 1 1 i EXISTIG POURED EO OR i -Ttin•3,6aNi A 1 /tom _CONCRETE L�-" corcnErz Bwc,M , ' R(QUIRRD. I IE'=2 'IrSW09C4 r 1 iET , M • .,i \ 939 -- 7 EXFSOxc PrnRED 1 - .:! CONCRETE ' REQUIRED. .-13/4•- raMclmE AN" STUD_ sTAOODID) W/ STUD-- r:\, NVNMI MIL. m 7 Ea4 Q RE1C AtNMORS - (SE WHOAL ON RSm."Z a) MOM a Y,MUG 1 fbWA14 Q.I ONTI G it //•- ______ T,4 s OrD-1REqOUI EOS: Z N q. J. IHy{ , I OgIWN_} 9uo f i ti i L T[4'w3/3r ' � ED CA R BLOC I "ILINfe AND � SCALt 3/a-1• T_ _ - I ; -- -- , I I l� 1 --�s I'fW'HAIITsI ,. aAm i H f q I can 1 - l y sr'D • o. 1. _ _ Ea - i Ax»+a- ANLWtX15 O (Sa SCNIEDaLf ON SHEETS a iHRpG14 9} CEILING ftw UNITING SCALE 3/8-1- CONCRETE ANCHORS 911" a vKwk*4N S) ,1 ar t -i r ' MG. aL' WM9 -....-5��'• g 4 1 -+: Per AL '}I41 11w CONCRETE ANGiwla (Sa 10,111MUL ON S'e m a meov , e} ` °" (,? wN4 �. -i,' MIN.- iIn ►►+i'A. -- -I rAe.7� -" sas'"i Gras. y 6 EA. M . 7 T w w"A LTFM • g- s N/Y' aG I (' I1 I ,a 1_ 1 7MnR aAla 1 1 i 1 I 1 I 4 7t/3q" IA}1 G L :. 7 OM ow. e ,T q r' EXISTING POURED : E D- I CONCRETE OR - _ _ - CONCRETE 9=4 REQUIRED I I F ,A,,. n _f ) I O f uN f I 7 ie 1 12 I/2• at aalaw aJAIeATIOW .1AaA T R If Cl'-) I j � -, . 1 f 1 i I a _ I -14= 1 '_ - MK4_J CONCRETE oGH0R3 I a (SE SMOML ON`_. ; ion Shan a 11RGGK 11) i`31=r�i+7iidr`. E.O.. EDGE DISTANCE (SEE SCHEDULE ON SHEETS 6 A 9) R.:('XN.Ith4t'' MaF sEl•nnoNs; TOP A BOTTOM EOUNTNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, / J0 I ILI ECO ilhl �i- Fi TILLfT TESTING & ENGINEERING CC 22, TEST REPORTS Large missile impact load tests were performed under SSTD 12.99 standard a w=FRA. TTLLA r1L,RE. fil 'Cam PRODUCT EVALUATION REPORT per section 1609.1.2 of tt3e Florida Building Code. Uniform static loads as per Pl.pr T,z r4aHa 44L6T FL4.A. Lkwa X Na. YXH6119 Section 1709.8.3, per ASTNM E-330. Test reports prepared by American Testing Lab of South Florida, Raip�rt # 0814.01-01 dated 03111/02 witnessed by William REPORT NO.: 20-0727.02 R. Mehner, P.E., Boriz oroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo DATE: July 27, 2020 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. PRODUCT SUB -CATEGORY: Storm Panels Gonzalez' P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. DCM-198 by QC Metallurgical, Inc., dated March 13, 2009, PANEL signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per GEC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed MANUFACTURER: Global Protgf'tiDr1 Proiiets. LLC and sealed by Jerry Jaclofano, P.E, as per ASTM E-8. 4800 S.W. 51 Street 2.3. Davie, Florida M14 STRUCTURAL ENGINNNNEEWNG AL all AL .1 DAM On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel 1, PURPOSE OF EVAL EVALUATION: UA— length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report Issued by WaRerA. Tillit, Jr., P.E. (System section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 12/18/10 and OB127113 (for this revision), signed and sealed by Waiter ID # 1906) to the Global Protection Products, LLC; Rule Chapter No. A. Tillit, Jr., P.E. 61G20-3, Method I of the Florida Department of Business and Professional Regulation. ,N1$$ILE IMPACT RESISTANCE; This product is being issued an Evaluation Report as described herein, and has Large missile Impact under section 1eO9.1.2 of the Florida Building Code, as per been verified for compliance in accordance with the 2020 Seventh Edition of the been 12-99 Standard and TAS 201. Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE' This Product Evaluation Report shall be subject to review and revision in Case of 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind a Building Code change that may affect its limitations and conditions pressures. Maximum panel length shell be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. EVIDElr10E 8,IBMITTEQt Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-173. 2.7 PRODUCT EVALUATION DOCUMENT (P E.D.)., 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL', work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an inte$1 it1s18t liF$f�f�s Evaluation Report. A.TE ."r , 11M1neNN ►`�" I A recur 4j. ✓i ��r", \� BEN ' `' r �,1GEN,se f 01 1. s _� STATE OF -- 0fi •, FIORIOP. -O� s : S TE OF • ,�,, .!20RidA C��a fi3.5 N•W. 36th Street, Suite 305,Mia ni, Florida 33166 -Phone: (305) 871-1�"Sikiptq[,3'O��A$9'�I-I531 `►+i►fS ON�A11�M N.n, f/jlfillrlll1,1111* COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2mi') IS19B' (TOTAL WIDTH)'___. __._ _._ __ _... -_---IS.19b' (TOTAL WIDTH)- .- --_ __ ,12.500' (EFFECTIVE WIDTH) --- -- -- __-_._-__-. --. I'I. I.... ._, _.. .6 1/4'.. --.-- _. -- ----.. _- _ --6.250"- _-,_.___-._ . _- - 1.3*IND• .--,-T,35o`--'. -_ 1.3-rD' - ♦ ,300' " , SIX)' I 11,-.-.1.550•-^ \. 0.03a' M9I1. TACK I.350' a. _1% E STEEL .. Amu A-6S!FIN .0 MidT FNENaJED ,. ��:;++/,. 2.i757• 0 - �+ Jl►� 2.65Y G-6Q V. •/ 1," CN:VANFEED STEEL EDGE GO EDGE\ `2.000' '! ;-r ,- . *!TYP ASTY A-657 7' 2.000' ` :Y. `GRADE 50 AWeMUM DETAA AJ ' -NcrAL �� /I � 0-60 OALYt... AL A 48.13' [` -, 46.d _... ______� tt .. - __- 1 __. --_ - I.Av # L.-'I.33c--t.330' ,_.-s.2W- (Dt W9211L PANEL a END STORM PANEL -1 _. . } PANCL Y IWO LW fI _ ! I ( /L a � .125'TN" / 72E t 4`e-26. -_ __ TOO' -..750' -- W/ NEMNEA L7TGE. - %. s' , 1.250' '-' 304 SAL SM S'ilw3 I _IW` A a. , ( - �,!.125' -SO STW RNRTFII S.S. STW wifTE71 ",:750••- _ -/' K.91TTr ,,, I A ". 4 i I 0 A/4C. e W AMIAE e T - (W I { 2 1/r o.t. 12 I/r QC .` '3.375' /j A' ,ys;!' -093' ,D9}°I� 2:MX1o' 16tM" ��1500" c93'. Sa I 458'.9J9" SEEOETyL Ff �� aD.Da 1 t. 712 1 OEfNII25, .i t i2 IfOMMNE _- I i ri 1-) 11 k_, R a j I t.. 125 .375 I >- xoI,_,i - I I .. - I.... T l rn / ', R _.30•� - - 5• Ma,. _ _. _ - .1.S00`. - L-1.500•_-i � iSO EIRIC VIEW DETAIL A / i•_-2,0DD'�1 i--2.000, - ROUNDED CORNER TENDS OF PANEL'S /;� END UP wHEMMED EDGE.(N.T.$) c( "h" HEA_OER (�() *LW HEADER ANGLE 4t4R ANGLE WITH STUD 4@' ANGLE WiTH : p�•LA�p�� •�4�� L1EVERa7i.-aEJ.SEJM I.. .__-_.T VANES SEE DIET, €__.l 1/1. ♦ 2/1. eS,4• iYP. TOP ED6C 374' M. 174` 0e6 750''- - +' ! _i'..` 4- _ -�.PANO. I .T 86'e E'EN � _T 40' R i.1Y5- 1/4'e-20, 304f .4Q7'1 683'.. 375' :.. .' _ ,840' •-Y.SSTUD IW,Erm TO N�1ANGLE 1 12 1/r 0i 625' • .. i t 083'{ ft.500'.16'A 1015• T '�• L343- 1.811'r_-_ L HOLE FOR d. Tie 55/J -- - j .'STa LWCA,TiDN AT ,957' ;. t 1 .i1E14R1 PAMa LNEIWJP -N,OBO 1_ _.._.: .. _..- 1 N -Ain. ,065' l 6ivo -- 2.000` -- -OTT P.) 7OD4• a KEY WAS `_______- „HOLE - ® "F" .TRACK ANGLE iR 3/8" *C TRACK T EUI PLATED '\- .a63 0.036- (Mm) - 014' r NMN WITH STUD GALVANIZED STEEL = -) i, ;•34+'a 1 d� N+� 71 V. ,s to-* �_�r� �Q� VCENgF T r .375'a iS8'a 875 2 ' - j { -N : No. 44167 1 3i5 T. _-_, 1-- c *' * "* I FLORIDA BUILDOLD CODE W h VelocityHAI cam Zone l a --NIGNEL __ ��//INM4AGC - P .4.$D't32S .. I a73" PLATED WING NUT -ET7Q IDF aAH0. s STATE F •:� amo 1Y)YC9, INC 20 LACE GALVANIZED 47fLL STORM PANEL YP �A 0i, 0 t - KEY HOLE , • • -" AT PANE A1�, a 1p ' -, / r/K � GLOBAL PROTECTION PRODUCTS, LLC. aW b,Tg• it1, IG C O ERG. .a" S.W. 6R $KIM ��,,� w • w „4tf t 2 X7 Xi fit IRA*. FL MIA -` &TEWIMTA4Y. Use WNO Mtn W/OVr i0-176 ALUMINUM MOLE LGf6XInRC WWSYHER W/ A00cI»ML / AR I Nr a WIC.NU = R = PNGe: (9")M-,54Y, FAX (0.94)RW-ET9, * 7/a'M3/32' WASINER (STAINLESS CA-6IWBF19 w aX. aKM"s.I M, STEEL OR MCKEL P,ATEA STEEL.). L %MAYER A I1U17 dr., Pi P'9 W° - LOT, Y OF N 7 INST•ALj,,,ABON QUAILS FOR RE,rIULAR PA14 LS -jI A iU END CLOSURES DETA S FOR INSTALLATION IN POURED CONCIVE. E i�= OR WOW INTO EXISTINGGN POURED CONCRETE PAIL µl04 P NOU IC TAP` I'� OR CONCRETE - CONCRETE AMCWRS BLOCK STRUCTURES e�„L",ry...,,/ 4'"_ VAUD FOR HEt,'I,A,AR. � E E Z WING STORM Will SYSTEM 9E xHFSIAc oNLMET D k 9) REETg eWRaLmAla` 9) RIG AAIT�.. .._I-:T +' - <•_. E4\ - 1 , M K. n t. t ` p, It 11 r I I .w R, p 7� ��pR� 1 1 4. }OQA. _ r or ee0 Yf.• NRRR � E1Cl5TI/0 P0UNF0 I 1 C_D IN,e/I�R �4 4 1KNR 4 i �//+-•��,L"A�_-�-..;_Ia t'I Cf�N •Pp iA- 1 _'•i.+ ,{� GSRRo 1q�ifWAWA1r I r(' 1 ESi PWRLD IX 1NG_ R _-�GQHCRETf DI i M ,•r► •leym+, •"r,ti aIRX OleL Neuf T REQUIRED E 1. II$ I 1 w i i 1 'E A pl�N1 (I' .. r-�J�.. -r ,.,.�- J1 01 a Ur.w mF • N 1,s. "t,0ia. TW Fsr.e ,tin I , i 10I-m,I.43 � i _ i SCAE 3 Ib row, CASE 8 (PtANI MAa C4. 1 I T AT MMaE1G1N OF 1 � = ( !!yy I W _2 4/r SCALE 3/16-1' EID1ReP-_,,, I MReL 49e aAs e Y .� aH 1WN a I i ON- w,mAF �� 1 1 O 1 IM[ 1'RNe9MA 1 ON &•SE, A 1 � �FPIf 4A wrRW.nar1 y 1 t r m GAS (��; , w . I W,w /r ens I. Pr MW. � Nllifl. tAANiI (R Ise AWWI two r . r wr ,o AAw-H NTa, sa..w. NMS IPRI tI. 1/' Mrto,f I. Q b I 1 yam•- I TnmKUT i r . r . w• Mc MRun41 NIF 1. air a+14-nw am //�•'�� " til, __ - r 11 .�..,a. "5• ' i 11 r 1 i 1 3 EerElRtr•1 1 RKL .. �I R.F ( 0 _• f _•. la, 4 ;+ .",I R - 1 _ , I tip.'. ti.._../r - ,K,Ao Domes, opg4, w o r Waco GwR EXISTING POURED E.O __ i •P wa A CONCRETE I CONCRETE MOCA 1 ',.. E DF I c.nA CASE C fPLAN) CASE D LANI L�� 'EOUP46. fI M 1 EX MIACG aT tXaI1Rw CONCRETE LTR f ----- -- -- _... i t T' SIDALE 3 h / SrJN.E 3/1a.1' ; ' REGARD) i 1 "LIMPS R 1n•y.�,r l Yw, Tow " a,,pNIR A�,� -__ _. __ _._ _. GAIHT-M III IPAIFLAIA7E : {,. "} G -y/4' ,IMR GRi• e' nt ;. wWwr �aW tManamiil A Y, i•aw'wau ', W 1 FIUME G AND Md1alAAtE ' NMCI,ORS {'� f s R ..� .. ': . , ,. :_ pa ra p - AI R,WF GORIw Ai rNOii PLUS OR OF TAP-OMP "A _.._ •: ', \O ° , , ..: . .. s u1s b'a° 9) WAII MUtltiTiNG (D.M-1 sHxE s a T Rasa+ 9) 291 ON SECTK)NS 5 t 5BUILD- WALE 5/8.Y I- rI. MEN r T 1; SGY£ 3/9><i' aIMr4 R6tK) R6..N �- =v,. -,,r OF"ODSTNG a NEW I' QP WIDE . VARIES . 1/8' E-D.. EDGE DWANCE `fi _ _ THICK ALUM __-„- WOOD EXISTINGISTUCCO/ PT.. WOOD • NEW I' M . VARIES , I/8' TUBE QR 1' a PLATE SPACER :F � I (SEE SCHEDULE ON �:- SHEETS 6 A. 9} M T • "-` NOTE EGR Cat NATiOPR L'IF SECTBNIS: t--(D-C7 I-_- _. F (PLAN) . SC•N.E 3/1M1' + PT WOOD PLATETSPAM - BEMND TRAIRT i TOP 6N BOTTOM Y CAN BE n 1�. cpxcRETE A• NNu N WAY TO COMBINED IN ANY WAY TO SUIT ANY£ E (PL!N) 0 ff--+, i INSTALLATION. a1 r SHEETS 9 4WIOUGN 9}) - I IRACR C.M- IN SCALE 3/1a-I' 1@ i 6 . C- oat 00s,"NG PauREO._;,; �. ..:.Tit ►; - ED '•.!� FLORIDA BUILDING CODE High Velocity r Aa,' ,M,, M, _ -- C17NDRE7E ,7R` W+W Woors ,9oTM H r Hu carts Zone (9a RMIpAL 1 1 2` WR TN 1A[C, R FT,I3/ M. CONCRETE BI.OGN - ' NaNIL WATLR- VIVO NOCHI 10 "MA4a REOWMED, 14M.'s ~. No 44167 Pa0t0 tR1g9..G. FP. 2D GAGE GALVANIZED STEEL STDWI PANEL DROP }( SfCiION _ MY X-X *: * C{— m/Ya/MD - SCALE 3t"-I' a: s TFo�=✓ w I� �YOFNc. L PROXCTiON PRODUCTS, U.C. ,ATE DETAIL, FOR aPA EC RS REQUIRED AT TOP OR _' 9os'•. y�y, 37 ,,ET A F AiOt ,.- AL, ,H TMA ,Liao e•IORe, N srw . "'A I", FAK (uaMe9- , 20-176 , I•,,, SS/ ,%N AL • .."'..,MIN : a9R �1N-A M.: aAM .n-IaXM r,.. R.4... .. 9RAMG MN, A/90M, , RRA-TF 11w.� A AUnipw. ad 7 +M aMRt 5 is A A 1. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 2047S. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, f 6 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. MATERIAL CHARACTEMSTICS 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 1 of 18, of Product W. ' Evaluation Document (P.E.D.), drawing No. 20-175. O 10 Z Ili M_ a 7. LIMITATIONS AND CONUMQNS OF USE. 1c N C 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated vA -moo on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 n NR as prepared by Tilteco, Inc. and signed and sealed by Walter A. THIN, Jr., P.E. 3 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONE as E as defined on section 1620.2 of the Florida Building Cade, fs CJ 7.3. Product shall only be installed into poured concrete, concrete block, and o 3 �' d wood frame structures. - Product Evaluation Report prepared by Walter A. 7111t, Jr., P.E, (Florida License No. 44167}, President of Tiltecc, Inc. (Florida CA-0006719). :5-,S_- .i -a_ ILL on "•' {�OOg§s, Dn TILTH.,0 ADMON RECORDS 1 P, E. REPORT N GL.GbAL PAON P A GALVANIZED STEEL STORM PANEL 1 DRWGR 20-1751 REPORT a 26-0727.�4,�Fo...ORtTl-,-` 1/4. 2/4. 3/4. 4/4. 5/5, 7/5. iW/10, 2W/10, 3W/10. 4W/10, 8/5 5W/10, 6w/11 61 7W/11 Y VAXANCHORS': FOR CONCRETE SEE SCHEDULE ON SHEETS B A 9-.- - _. -_ r MAX -_I• Met ,,,,-.' __.-__.- MR WOOD SEE SECTIONS ON SHEETS 10 it 11 .. -."-IT MN, 0 O I I O b + ---_ __ - 1-.- _-.Y_--.T�t _ .._'- i_.Y _ r-.T-__--.---'---- - T_-f-_ _ _... . i l I i 4 3®+� ,® l 1 i 1 1 I k i I { I o l i i I i t f f I( I f I 4 l I; j I l i I I i i t 11 ° l i1. I I EiN r -I I r_T [ i.-. T 1 1- `'T I -- 1J'_4 j , I ) i 1 i I 1 , I t � I -t_ . f 1 ;... ! i I .11 i I I""'i 'BOLTED PANELS W t 4a-2O.1` 1 •� I IUN.LED PAREIS I I / / § I 5.5. M.S. BOLT W/ 7jW . 3/32' ;1 1 ,(SEE SECTWtNS AS I I i , ? I i WNNGIN1115 a EA wERuw 3. i) 1 i I I 1 1 1 ' (SEE SECTIONS AS APPLKAESLE) I _ [ II 1 k 1 I i 1. F I I I I �_. i _� -_.f' ED I ! i 1 I I I 1 � I }i I I FI i I j I I I I i (! I E I { I I + I i D.At..®.�, - I - `_ r- I , i_._I__!_-,_--; 4' - - L.--, • T 1 { i ( +)-@- ./ @. VDT - -3, --� 1/l, 2/4, 3/4, 4/d, 5/5, 7/S, --3. „ IN 1wJ10, 2w110, 3W/10, 4W/10, 6/5 5W/10, 6W/11 A 7W/11 `- _ __-... ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 A 9 __.. .. _ _.... FOR WOOD SSECTORS ON SHEETS 10 A 11 EE ' REDULAR.STORM PANELS Ci) dE &E,LEVATION N.T.S. 267' I/4- Mon. GAP (MetOABLAP _+Wet VALLEY) /4• V N M MAX. GAP A:.,.•..1✓ y FLORIDA BUILDING COD[ (High Velocity NurriGone Zone) 15 - fl z EN F v... NO 44167 `�'0° "` 20 GAGE GALVANIZED STEEL STORM PANEL �iD e,. * SECTIOE M A -A; * : ,T ,_ a'0°I �� N.T.S. 'it .o': ATE .•4A, t 1 L t E C O I N c. GLOBAL PROTECTION DUCTS, U.C. °NnIMM _ s�', .'. aR(�`:' FL _ a (964}I6N-M7 20-176 49 NE' 1Np •. fir slew. R RNX1E (M43Mg5, rrM .v, hNN 441 MIDAVE WA74R A TRW N11 IS aM tr-I4A 11 9IFt7 3 W }I SIN TALLADON INTO EXISTING POURED DETALS FOR REGULAR PANELSPE CONCRETE OR CONCRETE BLOCK Ifr (1111A STRUCTURES ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 --__PQUILEO CONCRLLO IYt CONCRETE BLOCK _ WRED OA CONCRETE &DpM __ .,R4TIM" OR CONCRETE 9LOCK Mo. .. ...__.. FT)R 6W' SEE SECTIONS ON S1tEET 12 .... 3" NRc REQUIRED _ SwM ANMMS - s13Eau oN (S/ELT 9EQUFMH _ ANCIGRS NCR '.(� REOURaD WPEJtf vNLLYJ 1' W. (eWW OIOiAP -1 _ GOAL. AIG1W5 .Tr 4f q Ia1NE a1e12 ..(9fE MO � C 9) � SOMM611Et ON 51951 9) 9) SOfEDutE ON SHEET 9 ' - B,y, g/M ' -.. -_ 1 _ ... N N ` -TE I .- i j . p . i _ - , 1 1 I 1 i - 1 I 1 1' R SOS Eb If 1 P I E D. •� i 1 ,..e' i 1 E D t r i. -_ OF Y' _ MAX Fs �( ,.1`. ea p I ;.1 s : i . * a ' •.__� NY1 a Dell, I F-r L7IMAON I a WwWDVH . . I- 1 1N�>DNp i WAe j t r 9eX I ,*'NO, 11 Is it, I 1 r 1.IA -. I I 1 : ^. F 1 d •., , 1 3 (I/4'I-2mI' ' '' �! 6 15S 91AT6 N/ - ,'^ PF 7.jSIg80.TB 31 FIdH iaL l aai i I,/A1-2dt 1A1 i$W/ , h aY +W� I GIt a fl�I i ._-i C -- G,. I1/4'I-Y9sI• 7j x i3S WLt9 W/.., ylL P 4t'O I ~NURSE EKH iie ii n .. _ 507E 1 1 M - i I i 1 NWR IOVIRUP I 1 1 :. ' s L.--. _. _._._-_. -._.__ L_. ____.. _. _. I_. .-..- . _�_ ''' _. M 1 1 I_ I r I I �e'•avxG_I i I I I I �9 I - _ pa / 7`-GU�1wI ; r w+A %- *. OF -L- SOZ OF ' I _ A a, 1A sm we 3` Awl. - 1 SOX -3' NO.. DGY,„f - 0 - MO LBW I' MNn, 76 _T• 11A% N - `"' - MAX [` ' " "' OF 'L' 1' In. 3 'AVC --. _..... . ANC7tl]R6: Fat CONCRETE SEE SCNEi14LE ON SNEER 9 - E. 7/e'1A3/3r LY6WY ELT:* - I ' ' E�. a /h '-..Y' Ep ', FOR WOOD SEE SECTIONS WR SHEET 12 1 mo e n .. 11 -I _... .. _. _ P-E s 1 I 1--E' _ R SGLLE J/32'=t 1/4• MAX. OAP :_�!��,/r T ,• , 11 , ._11/4. W.. T .5fl0''. -1 ,. iEf4"I-20K3/4•S,S. BOLT ,;. , 7/8'N3/32' WIND NUT , I r -..- 1 2,67 ,tl...� (" O'ERAP., WROLf'WAL,fj --.--.:.-- ._ _-.-,__ _.__ _.--_._y x O L2 Ift` D.C. CONCRETE ANCRIM __. ___ _ ___. _ - ._ _ _..00rKAE,E ANCHORS SIACOERFD */ STO (SE SCHEDULE ON '. (SEE 4)FDUIF ON (SEE SHE AAILEON 5SH 1 IIICOIRL ON !/+' mmX ('D_ V' SHEET 91 SHEET 9) - e on SECTION X•-A fIvn.l CONPIER Ole REwXREO °HACK TING an . " -� RECKAFIED DIRECT ANIQ 06 MOUNTING RMDMWEb SCALE 3/72':1' WALE 3/e-1- SCALE 3/e.1• Y.,cALE I S�' 7 f.*0- �}GENS -A' 9 FLORIDA BUILDING CODE Ni h Yet Nu come Zone E.D. - EDGE DISTANCE (SEE SCHEDULE ON NG1E FOR CSF�-MP4MT1.^"u. �t-'T1= TOP A BOTTOM MOUNTINGS CAN Of No,44167 'fY *: * S TE O tl} ' s'n09. 20 GALVANIZED STEEL. STORM PANEL �rIr /r L PROTECTION PRODUCTS, LLC. •.P. GROW, W. n�am- SHEET 9) COMBINED IN ANY WAY TO SLAT ANY 1NSTAU.ATION. ��; . II L E C O ENC-4afG SRN. SI MNE1 + OWL FL 33314 0.;., ,!r R��t'. S1Yy 6yy,N,N TAln A•Y sal. lIr •. NI, 1N, V1L4r OGIIOpA R AI• PAO,t tN4)M-PINS FAIL (W)ON-4M w.. d4N n,-x• h , aaW M-W 20-176 IMIAw a HA IN /WVRAAIa/9AR IIII A • 11 IT-Ia n4.Re! R�LL41._ 4a, , pRs19 W 26 -0—► 0 N L � —Cu N U -0 0 Q CL 0 L_ 0 0 -4—U) I� ^^'' W CU 0 ('D � — � C = 2 C a) M 0 0 ;.pie LL_ ,,-- 0 M > M Cn N I` _0 CU CLM0 -0 .C= C/) dX Q .W a = m = a2 c s= e cc L_ as 0 ;. Z PF� W J _6^0 [^W V ♦ ) ICU L CL 0- U 0 0- v / CIO LLI Q Z Z Q J d SHEET NO. SH 1.0, 11 L 1--__ - L Mm AND." somm E 94 --'--•, RED Chm um \\\ i 1 1 IMaH. \tr I i =. i r 1 r - I MDY ON vtm 6 A •) WALL AND FLOOR MOUNTING INSTALLATION FOR,E TME _ SPUT PANELS 4•a M1. -7 A P•F •EE R �,. ca.u2eTE MINORS a!E w4oac oN•____ -.- X w RJ/rtimi i rmn .1 OUT -. _. _ _. 1 1 ` rc.,ntiRx rls, rM•x ra a �' _ ,,, '' Si -larormN) I ' 11 P r All Af ( L• .. a. , "Sul" WA15 _(2) s/,rP 1AP0all a. _ Ate.' E�-D. - , X rtl FOR ow _ f 1141 • 1 \ TOILE: / i s 1' SCALE 4+ 1 1 1 1 DETAIL..I \ t 1 r Es sSL.R • r aC ! mm SAMIW'+R Rm"' dA1O1I ME AV.RI ' wJ IJw/" M, M.L -TER M!. 4gDan 1 T ,r.+D`-r - ism. -A, 40AII SCALE StLTe8.2 (AA EG.oRro.q MULLION SCHEDULE afr RA71 ROx nWm9a AATF+F aI6,M 4• a, A a + . FAR. MULLION - AN (FL) - REOUOED Mtn. TURE MULLION ^ 4 4'-6' Y s 5- • T/0' > 4-6- To !'-r r. 4'. Ile 2'. 5', I/8`. t 4'. 1`4• � LW�ATO +SS.o pg�iD�I .SE�pDS32q.0N p5,keµfyPRf35lNE MTEIG " PANLL f-7To 310(MM PANELs LFN61#H °Rk"'E° SECTION N 1 SCALE 3/5-I' NOTE: MUUON CAN ALSO BE WSTAUED W/O STORM PANELS ON TOP OP @ONION SO 1MAT n S LDCRFD AT TOP OR BOTTOM OF OIN OR4. (ONE PANG. OPCNBC w/ TUBC SOP W BOTTOM) j• a l 1 I I! :. J Beene, 42 .T4+•. • 4g Aa4wNE a RFa0Y ^]~ RTwr 1 n.nwIP-r Y.. ,Rep FT I 4w ,a•I,I�. Yp xM6pwWW. 4,gp4. f_,F- pry1..1 f ,a,lax a I }A . • ED 4 _ _'• 2. :: L_ ,NeuDN SON, • tra Nuu]N SPLIT STORY PANEL ELFYATION SECTION. Y-Y Utz SCALE i/4`�,' p MP�IaW�aJ SCNi 1,J8'.1^ INjSTALLAIiON DETAILS FOR REGULAR PANELS(I r INTO EXISTING WOOD STRUCTURES t1T-.TEA• D,�� N.,UNN NBW - - - UW r ac • m, tl1w A4.OR•rAC RYT- 4L6N 1 _ w ai1116 Y.YO NAe06 _ % - 1 •A,tlPw AWH6WwN ... _ ' I.n w mA R r Rc .I TN+ uc mRw • r ac ,NW.Ata rwltnnnl A 4 lR. r k , ,r Ur AaW WADI. ,.rr+d- 11 _wH>6 n ,/2" IS a" IA. ,tPM•L fADPa W/ y r ii-s rw2To wAPMI�pRg• »' Pa IdMHR�irw�1T �,�I,•ra. 4 • M ,R oa i M �4wAe• �4x H � �,°XA.�`IOINR°M,TI, 1 �1� -� � I � m sum" >4 4,AA4 I B. aN RWAr O.MS R•C�@7 w �•H°wR I i �IOaI/MRw. -11W P i � MA.' � WALL i # INSTA<! kTR)N - ALTERNATIVE OEM r,�A•9T�.yya• M `i ITT r ;� w'w + SCALE 1/4-- i• i1�> Ps rx NFm' 1 -_•�_ _-... _ ,. FIN.- MOtOHe 1 w 8CNF6 • R• u• INST I E ATWN - L ATM 1 W::.��:��1� YwR�OAe P".Rr A nD rw N was - M LHH3 t FLOOR YWHfTHIG WALL !FLOOR MOW ITING WALL MOUNEING INSTILIATH3N - ALTERIU7IYE 4W INSTALLATIONS - ALTERNAT111E SW TOP 15 UNITED TO +56.5-67.0 MAX. SCALE: 1/4' - (SECTOR AT 1' 1NST TION - ALTERNAT1VE 2w AS-D. DESIGN PRESSURE RATING) SCALE: Ile . 1' SCALE: 1/4'- 1• M 4N r OwIR '• j i p IT••I .Tl4Fm __ ___ Try Y1¢ Om�R •.• w .m�RAIDeW OW1 FLOWAA/y EM mom ,LATE»LNNFNFAff/, INS ALLA T fL(f1.hy6 4Aw '0'�•��'P �' 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS TO AND PANEL'S LENGTH UP TO 8'-8'- 'I31GENS ''% UP 455.5, -72.0 p.s.t• yt • FLORIDA BUILDING CODE k(h V414DOH Y HUYHGano Zona 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAt. `• ND,. 4167 T z. "tlSD TUETz, •c 2D GAGE OALYANN2ED STEEL STtITM PANEL MAIM; p, TE (rccRABBATE7tDF sECTrDN§: ST EDF > GLOBAL PROTECTION PRODUCTS, LLC. �+' Q iBi Ge HNC aoG xa7 W. s, sm TOP & BOTTOM MOUNTINGS CAN BE "'� �,r'• f(. RI01'' iT �� IRE.TCEnAIo • alAr owE. a. 333r. 20-t.76 COMBINED IN ANY WAY TO SUIT ANY F G TT W w. fT. 51A wRwN wmla n .a..s we (wIE®-7s.s, FAA: paFNes-em yLS •• • "Its A,•.. aB »,-IOU Ar :. 1NN m-TOM ORATING N. .N,I Sfp AL Nam--- INSTALLATION. fFlNII Na ' SUL/SYiN41ME/OAII RALIER A i1N1F :i.. P.E FIP 8man IO Ora WTIMEIE AWCKiR3 OONOETE AIKT,ORS NOR CMOETE NACH0115: ffi SCHEDULE ON SHEET 1., (S¢ 6T ALE M (SEEscwmwTOR FOOD SOW: SEE E6L'i'CN 9N aEtT ,b SHEET i1../j 1. 1Wf15 i POURED CONCRETE -i ,- $A 2/4 20. a/a CEr y4 1. 2 A iW/15 2 3' - _MID,-- POURED sO1ruETE 1EARAREO 1 � 1 1 I 1' ti11TAT I LINT I�JT raEL M FDA nsl; I I I I To O 01 i STUD i#12 1/2. OF, , 1 4'ht' MADAME, _ 1/4•h {' ORISON ` i { j �ppt.If i fAn _a I W/ 6/Y Mn (CASE (EET 111.r e O 1x 1 ,c. .. _. 4j i ro (U• 12 112' aG. 5-.. �tGT t -'t _ I 'Lae xiTAL4 ,/,+ .,• I E) # 2J14) • LtMA1ROk . % r-�y { dt I j ( j Al FINm D PAWLS) I DE�Ja.1 IrT4 f T,y, 1 , I i I '. EOND P°11WDOR .cRLquamm COKE7E J s /4. 2/4. ZVA 3/4 OR 4/4 1 k 2 'IW/15 1, x' A 1W/15 I AITOWATTE LOCATION .. ,� 1 .j ON LIFE SAFETY PANEL L.. ' j 9t AREA W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE IBILLOW) • : I C•M. _... _.-_. I.6 REG" PANELS w/ OR _ ...- SAFELY PANEL -� ' W/O REGULAR TRACKS (SEE NOTE I _•.,:. ,. BELOW) • LAST PANEL. {i] TO SE INSTALLED AS (SEESC DULKANC�ON ST1GR11 (ffi SC,EGAE M � • � / : FWp�� qMF gAB taT SAFELY PAWL OPENING S1MLL BE 'ARLAiTENI KE ONTE1 14)} POtARtD tSOAT[rE-�"/ 0W CpFgRIM) TOOFME iYSTYS R4LEAIDW aMR. RODUMkD CMfAt7E 4rONEMR�S )((/ TO K OR REMOVED FROM jMW SnkCnft a11EG1AE ON- '` t56 •----E D ,ELEVATION WALL MOUNTIRG INSTALLATIOIN WALL ANQ LURCH NOttNT►NO INSTALLATION SCALE 3/32`.1- _ - SECTION 1! SCALE; 3/8' - I' - SECTION 2 SCALE: 3/r - i 1/. MR, ow 00- 7 1 r R L, GAP bwm ON 18i ' TTL.4iO8N P&:(F-',.;L"TifPH.,-ir�Tu r4n0N T. LIFE SAFETY STOW PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR UST PANEL) 07- -- , AS AN INTERIOR PANEL(PANEL LOCATION IN BEINVEEN END PAN.B UT .. PANTIE. (y, LIIFE SAFETY PANELS WY ORR MAY NOT BE INSTALLED ADJACENT TO RECUR PANELS SIM A1ON I) (W/ OR W/O REGULAR TRACXIL), 2. LRE SAFELY $TOT PANEL CONSISTS OF OAJ9` GALVANIZED STEEL STORM PANEL AS S �eES`�°"� PER COIAPONENT %MW 2 OF DRAM M. SCALE 3/32--1• THr9 PANEL IU,Lg1'S ITSELF TO OE REMOVED OR WALLED FROM THE AISIDE OF STRUCTURE, 3. L;FE SAFETY P RES)LlMES 70P ;RACK TO BE C019'ONENT (D & BOTTOM TRACK TO , tN/1NTN7f(PNNy CtWAPONE� AS PEW SILENT 2 OF 1TTL4 DRAWING. ,d"�,t{R• C... -•EN�i COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED rOLLiA LNG SECTIONS 1 A 2 ON TINS SHEET, AS WELL AS DEMA S 1 t 2 ON SKEET 14. 4_ W^ LENGTH FOR COMPONENT ® 6 151. FLORIDA BUILDING CODE h VelocityHis cam Zone m.- ANCNOR SPACING FOR COMPONENT emcmORACAE AT aDT'OM IS ONEN ON 3 11< •. * = "m TAMM AD. 20 GAGE GALVANIZED STEEL ST01.E PANEL ORNrp RN e*• SCHEDULES g 2. SHEET 14. _ * :• ' 12". ._`^ COMPONENT, WY BE PERMANENT OR REMOVABLE. ATE = a''GLOBAL PROTECTION PRODUCTS. I.I.C./aa„E •, r S SEE DINARS FOR iNSTALIATRRN INTO WOOD FRAME 81AL11TNG6 OR SNIETT 15. a 9 �R1A*, _-._...__�, TIC. Q • . amo 6W. 61 iNiWEt1 6 - SEE SHEET 4 FOR DETAIL APPLICABLE 10 THE NECESSITY' FOR THE INSTALLATION OF Oh'j ! eawAx7 DAIS. R Stlla yAJ HAL ' 1.N T,-.R 2LP. ,••.r 44Awn n 9TN w1orE: (6a.)M-7S4s. FATE (E'AM�-R7a2 20-176 z SPACERS AT TRACKS INSTALLED ADA CENT AND BEYOND TO STUCCO/WOOD RANDS.. MMWMA '""`• fNwi G' 000a7» DaR 0,-aY, Mn.. wr w OUR.. Err aTR•NEB w. PE >nfAt(SgMiSpE/GiE wkRA A lEin >A4T , P.0 ,T-W - aWEI tJ OF a MAI(i111M A.S.D. DESIGN PRESSURE RATING (p.B,f) AND CORRESPONDI IMMIldyM EAMELtiLFllM "LL* SCHEDULE -1. n T'1 -e;b Ras . - - A . AA1MI,j .►Q (SFF(S 'i'6� I CONDITION t A!a � am .S5A. -72_O -rr OR LIM 2 "w L•6OLRD I TNBW a A 7 .55s -72A r7 G TO r-r N.A.7 3/4' tASOUFD 1 T161U S A 7 .610. -72.0 (.a`-r TO IV-2• Mm. 2 1J2• • AT DCRNP3 ►��f a #"A. -48.0 12'-�' M LESS 3 ,/r • �N41NF, R, 6. 9 a '0 - EOLIO W/ 1/a.-2a,t' ES US r WOW W WMAI A MODEM OF PAWL (HAM ONLY FOR PAIELS(i )t BR WISTAUATOa AS PER SECTO S 1 YHRU 7. ON SHEETS 4 ! 51 MARAW ASA. DESIGN PR61N+E 'Irm iP.1) .iV..JM 0.0" S BINDING FOR ED, . 3 112' •• APP UG,AIE in SECttOm 9 & AM, E04•p111TON OF THEM I i MAHAAM PAW LENGTH v (N.) i PA M CI TM -NIP CALk-M F1RE31lOE FDINE a PNNAMATE RUB m CO coo To C W 00.0" t Sul.10 =.I';R aCONnCIff m COKIEIE' TO n SLOOK M rA16RCIE D r N/A N/A N/A a' M/A •- FSJA 8' NfA , (TOP) t a' s• N/A N/A 6' r 6• a' d 6' 1 (wOTCM) 8' NJA N/A WA r N/A 6• N/A r N/A 2 (TOP) I r N/A N/A N/A 6' O/A 5- NJA r NJA 2 (wOTO,VO ,55.5, -71.0 r WA N/A 4/4 a' N/A E- NIA r NIA 3 W . (TOP) I 7'-5` OR LESS M Lf54 3, 5• N/A N/A a' Ir r r a' r 3 (BOiigq)~ !' N/A N/A N/A r N/A 6 NJA a' N/A 7 mp) 11 r S' N/A NJA e' a' r •' 6" 6' 4 h 1 (BOTTOM) j N/A NIA 12 1J7' 8 1/a` 17 7J2' a 1/4' a Ile 8 1/4- 8 1/.• 8 1/.. S (TOP/BONpAJ sC "m 10 A I I FCR ACNORS TPE A SPAGm FOR NSaUAN INS wm WOOD new SWING. MIN" AND" SFACR4S Am MIR•aM CM OSWM 401 010070 ON INS SCIMa FOR ED. LESS TIAN R6CATS0 04 SC CkU RMICE ANIAOR SPACING P MIATPL104 SPACING SNOAN ON SGNEDAS W THE FDMIMVIG FACIVAS FOR TINS QIER 04 TO K POWN4 REDUCED SPACING MIARWO USING FACTOR S4MU MIA AE LASS 74W MNKM SPAam NGGTER FOR EACH AWAKIN WAS AT AIONORE LEGEND. AIIOIgI T1wE I/4' MeaR i/4'1 . a1-MF I/4. _ 1/4. Yf4 WORM . f/4 FWD-AA7 N4h ANCHOR SPADIl6 PL) 1 3 3 3 2 t/2 1 -mmm aAN4 11 VAJ 1 ] 3 3 1 Y T/2 RAw GA. N RNMi 0.l s 3 e_TJ2 5 ,/2 3 IY7 Am" n sBEE BIE010S WA6161 jr _T 1/4. 11L. SIB• LING SRAAS BIA HALO W/ LAN-2ow SS M.S. • a t/4. OC. FOR . PAWL LOOT s UP TD r-06 AND 6 1/4' O.0 /TA L440'S LW 10 r-8- 1Fw. aR a,.-40 ►NIDSIAIE FD1AtE O OR PXMUE PUPS w ' 1 i. 1 i 1 T Int 2 2 O. C NTi /1' T14lF/iDEA PE INTN m HEADER FOR Loofff" UP ALL E'-r r». vvii g i I r td i I I 1 1 1 i I i I r f ! w smwaa FOR S E TO GIBS. ) I I I ED, I I I to; 1/.• LIT.. 5/9, Low ems &A"ING M/ 1/4.-2Ea2' AS vS. • s 1/4. 0c FOR PEEL LOONS UP TO 5'-0• AMID a fO/RaMN..C1B r ria MAIL aEG,a,FO I I VDn 0 NNEUNKIT FDANS D OR PA aLMANE PLUS • 12 1J2' Or C' WIP 1 1/2' Mn. THRIAPED PO&TWOW AT A D1H OF EMHa M WOOD PLATE FDA ALL L447H8 UP Me -er W. SCALE 3/MT` mom, ! 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-a' 2, FOR NEW WOOD FRAME CONSTRUCTION: WOW MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUN1. NOIf. FOIE CfRdRINJ1lt10N � cPT'TIlN1- TOP & BOTTOM MOUNTINGS CAN BE COMBINED, IN ANY WAY TO SUIT ANY INSTALLATION STUDS 6 V43ZY OVERLAP TQ42(12 bfOtd PMSL INSTALLATIONDETAILS FOR REGULAR PANELS+-D & INTO EXISTING WOOD STRUCTURES IT Sece - m bes.w �ir lia. i `rl t� ,KaIIAEA t - mw_ m T 1 ALTERNATIV€ 2w SCAE 3 1' SCALE JJMI' SEE R kv. s M kDON e 1 FOR WA LASS iIM - 1 TO TNAEi - I • 17 Ij2' PC. j EOM. E0 ED! rW I �, I � FQ� _ EG "(- 1 R L•T.� WOOD ,I wa NUIw � PO.0 I 4 ALTERNATIVE 3W ALTERNATIVE 4W 2 .. "1 (y,! 0 ,Ia.vM Or PLAa SCALE 3/8.1- SCALE 3/8.1• . RC9Uelio )1 m Uml ►kr IAIHlTAA I AIPA61 HONE 51RL11TL7ETRACn NOT 540M FUR CLARITY I� �y �ii�BiiliiBi�BEIMBiiB1E/lilrliBBUiliawiBBlBlw 3i OF, DIRECT MOUNT ANCHM ANCHOR SPACING SPACING 6 i: WA SE&LUION C&PUCABLEaSCHEQULL 1) MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDEG MMIMUMANCHOR SEMING SAI I CHEQUIPEN L 1 1 $ OOCATIOH i F TEARATE AT $ l UNIT PANEL lJ _» a VIM OVERLAP 0 HOLD PANEL "a. NR. (CASEI} �... _ _ - jj - 3' I", (CASE R): .- j -• 0 ) 1 I 1 Irk. I i t i I i 1 !!T V SEE sm ANTERIOR PANEL ETN PANEL 3--' � � IM L 1`. " ANCHOR Me.. AND" SPACING SPACING 1'-3' Nin DETAIL 2 FLOOR MOUKTING INSTALLATION (APFUGARSF TO ;iCIIEDULE 2)2) SCALE: 31tr . 1- MAXIMUM PANEL LIEROTH 7`0 SCH OULE ,tAPP1ITYALr � Tt2 l5 T k 2s11no= FOR LRs_ SAFETY =BIN RuaL SYSTEM OLL:M iJ1_ wamu I ASA acm Plus^ M .AfOD"mm UPWN OF TY-ORW WB-N PNIBIMTE. rDWE 0 PM1.NaE hAg WoucA A To A, C swran FI or TWM MAXIMUM R LLNm 1 TO TO C011aAflE WtDCIt TO WMCN76' CONCRETE RE1E &OCR � CT! RlE BLOCK 10 CMCRLTE ROOM m CdJW[E tAvlagEtE BLOCK r NIA : N/A N/A 8' N/A r WA B' r k/A 1 s 2 (TOP) 55.6. -724 - 9- 7- 9- 9- 9' 9` 9' 9' 9' 9" I (BOTTOM) 5'-0' OR LESS r N/A N/A NIA 8' N/A 6' N/A Ti N/A 1 e 2 (TOP) -55.0 -72.0 9' S' 9^ g' 9" 7 112• 9' 9" 9' 8' 1 (BOTTOM) S' C' TO 7'-I% +55A -72.8 8• NfA N/A N/A 6` N/A 6' 'VA 6• NJA 1 & 2 (TOP) 7'-8' TO r-8- (607T10 NASA PRMUK (SILO • SN M !W tM IN AEG[) uK 1 ( e r Om "mNP or•Ck4 P MXZ TOWrONUM PANEL LENGTH i- (iL) T - -IV RUB4 .t' TO MN�ATIO s49,2 -61.5 J' J' 4 1/2' 4 1/2- 2 (SOTTOM) 7'-e OR LESS +52.8 -56.0 J` 3' 4' e 2 (WHOM) 77 CR Lm +55.0 -77-0 2 1/2- 2 1/2' 4- 3 1/2' 2 (BOTTOM) 7'-S- OR LESS .554 -72.0 2 1/2' 2 1/2• N/A NfA 2 (BOTTOM) T-6' TO 6'-0' +55.p -T2.O NIA N/A J' 3' 2 (BOTTOM) 9'-6- TO ir - t3`:' 1,�GENLtE No. 44167 r4T•AAA Ma O4E•N Mw. PATn USw,N PIwTE+NAE R41As 'L- OL) HHPONAI EOMRgw Amm 1..13 ha 6fiTWW) w •Am mNmOl, . U. -no r-r 2 ur LR•OLTI SUE 9117 16 FOR MACHINES TIRE A SPADMG FOR 6/3T41LAT1DIS INTO WOOD I AIS RUNG. IAPAMIM ANCHOR WNCOM Am VPMW CODE DISTRICT ALE N'#M'ATED ON TARS SOCIMI E.. F7AR ED. LIM TRW 00CATED M SONCDA.E REDUCE ANCION WOOS BY UTAT-Ills 9.0NO SWAN M SO4 ME 6Y DE FDULRING FACTORS, FOR INS OAERADOM TO BE POSSMLE RFAUM SPACING OBTAINED US"FACMR 96U NOT BE LE$ IHAM YPANAA SPkW4 •NrATED FOR EACH ANCHOR TYPE AT /NbtlAS MIND.. UOOII T7E _. I/4. _ 1/4. ___._.. 1/4. - 1J4. 1/4. TAILaHI @ DO-60 ramuP11 t 0 PAID WX-•N MN mom BWDI40 o,1 3 3 3 3 2 1/1 •p A•,41IQ Qy 1 5 1 3 3 TAR. 00 3 - 3 3 In 3 In MIN. L6 Wi maim RICNT ,• +Coo tAo .`..--- NAUD ONLY FOR 018(AL(AT10MS AS PER SECTORS 1 TNRU TO. ON SHEETS 4. 5 A 6) WwNARI MAXIMUM 0000 SPAOMO AMED, - 3 1 - - /g ASO. DES" WON Cf TAP -CRP CAUL- LRODUAATE IE1R41E 10 ➢AfHMAIM PLUS SOLID SET APPUCASUE To ! & A4NNN N/ PAWL PRESSURE * TO OOWRER. TO TO C00"M BLOCK TO CONCRETE # t0 { OO CRCTE KOOKBLOCK TD CDA'dE1E TO CONCRETE ID COHCIETE iI CONCRETE &.00R TO CONICAM TO CONCRETE SLOpC TO co"D It TO OMCRETE atom ANY CoweNtA m or TEN, wirn,1' (R.) 6' N/A N/A N/A 1' N/A b' N/A 6' N/A N/A N/A T (TOP) 6" 4` N/A N/A 6' 8' 6' ! 6` 8' 8` N/A R/A 1 (Wmw) 6- N/A N/A N/A 6' N/A 6- N/A it I N/A N/A N/A 2 (TOP) 6' N/A N/A 6' 6' N/A N/A 5- 5- i NIA i NIA 5' 5' N/A N/A N/A N/A N/A N/A 2 (BOTTOM) 2 (BOTTOM) 55.oil5, -72.0 6- N/A N/A N/A. 8- N/A 6' N/A ff' N/A N/A I N/A 3 & 4 (TOP) >7'-5' TO W-8- LESS 6•. 4. N/A N/A b' 8' 6' 6' 8' b' N/A N/A 3 (NOTION):. a- N/A N/A N/A fi N/A 6' N/A 6' I N/A N/A N/A 7 (TOP) b' 4' NJA N/A 6- a' b' 6` 8' 6' N/A N/A 4 4 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4 12 1/2' 6 1/4' 6 1/4' 6 1/4- 6 1/4' 1 6 1/4- M/A N/A 5 (TOP/BOTTOM) 50.0. -63.1 N/A N/A 12 1/2- 6 1/4- 12 -/27T 6 1/4- 6 1/4- 6 1/4• B 1/4" 1 6 1/4' N/A N/A 6 (TOP/a0TTOW) V_r TO 55.0. -72.0 N/A ) NIA 6 1/4- ) N/A 6 1/4' N/A 6 1/4' 1 1/4' 6 1/v E 6 1/4- NIA NIA a (TOP/BOTTOM) '-W TO 11'-2' N/A N/A NIA I N/A N/A N/A N/A N/A 6 i/4` 6 t/4" 6 1/4•. 6 1/4- S. 9, TO (TOP) 4J$ -4&0 6' 4' NfA N/A N/A NIA MIA MIA B` 6' 6 1/4^ 8 1/4' 8 (BOTTOM) OR LESS b• 4' N/A N/A N/A N/A N/A N/A 6' B' 6 1/4- j 6 1/4- 9 (BOTTOM) 12'-4. OR LESS N/A N/A N/A N/A N/A _NJA - N/A NIA 6 1/4- 6 1/4' 6 1/4' 6 1/4" 10 (BOTTOM) SEE 9 EE(f 10. 11 AMC 12 NO AKHONS TYPE A WAJNO MR INSTALLATIONS IWO WOOD PWAE BIA OR10. MINRRM 5 ANCHOR 949E Am MOM14 SINCE OWAFRi ARE WINDOW OW INS SCWDULIL FOR CO LESS TAR ftDACTEO 09 STIED,RE TEOCR.'E ANCHOR SWING BY LUI.IftYAG SPACING SN(N N M SCHEDULE BY TIE tOU90010 FACTORS, FOR TIG ONDAT4M TO BE POSSIBLE, REDUCED SMC•IG OBTAINED USING •ACOVA 'MAIMS!. NOT K LESS INA, WORM SPACING PAIKAIE) FTXP EACH ANCHOR TYPE AT ANCHMS LEGEND: ARM=IYO! 1J4. tA'OM 9' 1/4. TAP-eOP T/4'• TIP._ PAIOk1Y�E Y/4._ DAtX-IN -1/4-i 4DW-=T On No" Wpm GO 3 1 ] 1 3 1 3 2 ,/1 1 - ..ptelfty0 C•R•M. On)Dn) T 1 3 i 2 31/2 Ra AHAd iu..Ar W.s (N,) i 1 2 ,/a 3 TJ2 s ,Jz ADI(BL ►A 4K OWNED IF A,0 T 0 It - _._._._J LAD xA A. 'R �'" � �CENLt�; *; No. 4167 7x.T3tw. ,As. 20 GAGE GALVANIZED STEEL STORM PANEL I MINIM 0: `A PROTECTION PRODUCTS, LLC. I� Air : C ti .-. 4a00 6w. 51 SHEET owE. rl 3"" now, (e54NaW-761A LAM: C.).. .- . .... .rr. .� a1r „M VWN+MI M n A,w m w._ TTOR -.H, 20-1T4 MAIRYO Ir. it INSTALLATION DETAILS FOR REGULAR PANELS A dA INTO EXISTING 1 MQD STRUCTURES - TE ih10 PA1a3,AN RUMS a r J / - ihs R / O . ANF3.MRT{ PSIS / hi , O 1E. S PANELW PLUS � b V 4' 1 8 / f / T OID RENk'N AirOR 4 twIMER P(aETRATON Casn ED tEl £xISTNO WOOD HEADER ROOD F¢�p ER THREADED GO HEM" TO Ex131N4 W1T00 HELNEN I EMST E'7a5Tm WOOD kk _ REOUNIFO li d: I TJWs.rvsE• r 'I. T �,,,`�' MR • I e 1' I . T �- . /ra3r3z' gw,Att • I W1s M X • TRITE s1I s 7 " cWR. srw . .'qj1 TYDW sDO • WOW WOOD KINDER 1 1 2 1:. DS. WOOD HEADER �E 1 4 IJ4' 0a 2 6 ,N• OL HEMMING" • RECUWD LRn LI 3 �---^--1 1 tF:L MR T E M 'NOR 14LYAEMi1M FOR 1kYPAft T10N ie NA%. t0 OUT& id am ! - Alm. PANEL LEASTH -- MINX PART tET4CTIT Mon PANEL ITT; III T/4•w-m- $sNOTE 1) . (SEE S ,/..-1mn• ss. (S€E NOTE i) i ,J.'P-mA,• S.}. _-._.. (SEE NOTE T M3, wJ 7/rP . • " !. Ns NJ 7/BY :. 1 4.. rs w/ 7JR•P I__• sFJFl11' WETRM_�� , ___ _.. 4 i WBIIX .I� _�_ ._.. _.r I ! OVERT bA76�AP ,`-- � 1 I 50% _. • nut n,5r4A 1. ....i 6RC F0. .i •I : EO �, ' • 12. Ill- cc Q ..-. ! I. Alf • 8 ,/r oa : ( ,,.ti le Te/A` aC. 1 -. L I 1.. ,� ' i r .-. ' '._• LAft SCENT'S (� -- OTI'4ZAEA10WED1 1/2. REOU WD00 PLATE ,' 14-10 1TA4HElM1A1E PLUS 2'.4- WOOD RATE 2.4' YR)90 REOLA_PUTF _PENETRATION AT RED .. _ i E T/4'7f0' REr1lJA1E0 •I ! �tRT REWRIm M10wgOTn OF PU1E 7ipTEA0E0 PENIETRAtlbF/ 6 1/s. ' LAIDW61H a PLATE - ,}tT1' -ox, s.ACY)FJR.'O I .:} 1�. ,... AT MICOMYTH T IPENOFET PLATE N DIRECT IMP ALJ AN DIRECT MOUNT jkd"G INSTALLATION DIRECT MALE sANTE SOALE 3/8-1' SCALE 3/8-1' MQIiS: 1. INSTALLATIONS FOR ALTERNATIVES 8W, SIN& IOW ONLY VAUD FOR �, FP/p l T 01 T • BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 p.s.L AND ,11 A•i PANES LENGTH UP TO 12'-4- ,p L FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN P Ei-ENS'• �-[ $. PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL,. =$1�.. F •••' s FLORIDA BUILDING CODE JHIqh VsloDR 6 . F 67 c2D3e a11xo: u.c NDTF FOE tb2Efl NAnd+ Dr sECTIDNs: s` 41 * � 20 GAGE GALVANIZED STEEL STORM PANEL TOP & BOTTOM MOUNTINGS CMI 4# S COMBINED IN ANY WAY r0 sOrT ANY : g, S .__ ��` PROTECTION PRODUCTS. U INSTALLATON DETAILS VA. UG spKes • a- D.C. W/ FOR QPT1014"# I EQR INTO EXISTING WOOD LIFE SAFETY STORM PANEL STRUCTURES SYSTEM 41• 1 T NM. TNOW PEMElR41iM roWGoO'?icTSMG .WAGER i- ,I i I IN { __, ...._. t. EOM _ .. ourQo E I ' - Wppp � woo TEAaT - REDO REOI4nE0 .7-w3/32' � B ALTERNATIVE 1 ALTERNATIVE 2 (TN1s) (SEE• �-ra swi2 1 c.G � ` SUE SCHEDULE I am HM 14 r1-L I `f WAIIATION I 10 I EO F ED i I f EOi Tj I I:I $ ' WOW PuVE IEDUAEO RE�aEEG� ' aiT.A. ALTERNATIVE 3 ALTERNATIVE 4 r[ LNEC TI4'• ,JAI 3EPEWi 0 r MC. W/ T 1/2• Mn. 91MbDim PBMMTR47101E OR /4110.4w Lam mum NOUN: W/ ,f4.-2Ar SS MS W r 0L. OR ALTERNATIVE WIIQNS A ANCHOR LOCATION ,/4.r20 PAMIUAt rahla C OR ANAMU Ir P" • r MI: W.. T T/2' MUM. >uYL 3/r - F. ".Wmw VDOMIM ,D ROOD PLATE NOT 9N01ER ,1GENE "Of SNOWY FOR CASTT WALL MOUNTING INSTA LAT10N � p m" ALTE mst. v LYE 1 W ' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - * : m mwO a EaA 6 e 20 GAGE GALVANIZED STEEL Si�RM PANEL a 1..-S7AllAT� w ONLY 1 ow iTXI 8 LIP T5 WORN AS:tl. a9G1'1 LOA05 6P i0 V 0S -SS S. -72.0 � No PANEL's LEMVTN 1P TO B'-r. ST OF yskA S Q . l A., 9 '•. F! R14 s PIN �N at/fIH•m GLOBAL PROTECTION PRODUCTS. List. 2. FOR NCW WOOD fIMME COI4STRIICTIOHL m O WINNERS iD a SOUTE.WN PINE W. 2, wJ 4PEGrC DE14ENf1 am OR EANIAL- ;. e OTCt�••...... 4h TF•,5+ (,. �-�j► A ,xi AL ! "-1 I! i j IMt. G{,E NOD Sw. S, Sam M, - AIAANN 101, t nr NAw W a R,WI4, RRI 6 n iw I !>M »I-T„• H. 4n-NTT PH01G iR3!)fM•'iii6� r.Kt t93.)•eR•d2RT - 9L4G/SIwRATUW'.JOAtE MA , I98R �20-176..NPP s<PE S Cn W 112 _� +--a CL CIO p OL - U CD W CV W LU = Q Z Z Q J a SHEET NO. SH 1. 1 �� M •,. JI Wm i .. T wH L ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A 20) __ Y MILK. -P74A/t7. %A/1a 3a/17. 40/17. 51/ta 3' MAX: t NNN. &AW/4. 7AwJ1Y IIIIAW/0 bw/ta 74w/19 a ma/W .'� v aR7. D.N.o.14}- �..-- a o 0 o I o o a Oj�ca 'I !JR SVN'Na OJN PHEi. '. Na,TApA.VOW "N" . A MAIL _ 1 .•A.gy Si. WS PANEL LE4tH .17h� f�., Y WIRE All IMMwR AT N ..� ! (SEE 9DFEDueE) , avd*AP r, 6• FINAL 110ITRI coom5 3yn. u/n, sy-D iA - <wc kR Ar RUT a Rae Iva 7. W57, sl,a 3" MAX, '.i kIN, MW/1;L ;I9 A 6AW/20 qb'/t0. 1eW/I4 a OW/20 1• MIN., .._...,ANCHORS (SEE SECTIONS ON SHEETS 17, 16, 12 & 20) OPTION #2 FOR LIFE SAFETY STORM PANELCt ELEYABON SCALE 3/16--1- ,!•• W. 4K TOP (y /RAW t 1 ! tfE kLm 11 UK Of L7� SECTIN A -A SCALE 3116".1• MAXIMUM AS.D. Mcx, PANEL LENGTH MJNWUM SEPARATION DESIGN PRESSURE L (ALL) TO GLASS RATING (p.s.f.) (SEE SECTIO NS)+55.0, EIN110LIE1 -72,0 D'-9" 2 3/4• INSTALLATION .DETAILS FOR OPTION J2 FOR FE_SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES ! t +Y TAPCON a 6• Q.C. - ' _ t a'A T y I // / A aDN e r aC. i /a•P FAPCaH 6 6I D.C. TMCON O 4. O.C. THREADED - , R I G _. Wj/�,-,_/z* ww. I/MIEA{kn E`. . J- -- - -W/, 1/a` kw.. KNEADED ;. 1 `. J _._. w/, ,/x• AWN THREADED '� 11fHA AT wm - i) PENtTRAOOM AT tYOOO I PUETRAILM AT wow PEAIETRAT,aN A wDoo . H4'ADER j f HEADER HEADER N4a10ER rl t } t i Y 1 2 2" .l2. / / t a- 1 4' a• a• , t / / l I 1 T _ , __ £i W. �3 { r� L�nrrr. +, CDNr 'Ht. LRiI SPPAMRDI, i % WM STPNNIPM EAhT1N6 A Ta ULAN i FIfETiNO , W RLASt INES CLAW -' 7' MIN, C r ' kln. (S&E SNPEIY LE {TEE 4Ca41Ai I AyAFs. 11'HGTN CH fiwF1 IL 1• Mh. � PANEL LENGM RA 91QT li) . i (SET." COTE , LEL.CII) PANEL NENGOi (SEE Wit i 6EL(KY) I EL K- MA.. uPaslNarl Ran, taPAM10w PANEL LENS:iH K rL E'MStINO , t 1ss 3¢ noTT , rn _� to DUBS ! (' , y._- ' ( =% -s 10 taA4S n... (ALE NOTE / iILOW) LASS ).. WMWA 0�119 R?1N i 1/.'s-.29+i• ; �T( GNSS F---(a�V L : ZOOS.-20.,`-_ (.. _may _ •:� MS.Wf 1j6'1 x 3/3Yj 1 I TOMS• 3j32 1 YAItG NU1 WNNO NUt 117 • ,_ E i k 1 i EW MDMOKH OF PLATE:, ` o - i� CPO. 1/4•hNe3l459. U.S 1/<Y-aaMw33/4'S.S k3. W/ CLBR. ED. EGO, -::7 _ N •. 18,04/R` O NG• HUT '�.7,16•. A U - wNNG MLIr 7YTI"M . 3/3a' ++HID t - WASHER O 12 1 O.0 1 '7/6•wa/32' RRVS rRR rNASEA B 12 1/2' a.c. NUT YMSH€R (BEroko) /x MASHER isLYOMO) _ t 4v TAPCON a 6" O. . c , 1,G4'. TAPCON Q 6' is (BTAOOEKFD W/ STUD) _. t�4 w% STUD) 0 • • .. .� M 1 , TR> A7 41 DiH tI 1 w , i 2' MNM. THREADED w//, T/2` MAN. 7FIBAOEO :. I i : OF PLATE - -- - PENETRATION AT YKRRpfH - PbE11R1171OI1 A7 WOM"N OF PLATE OF PLATE ... , '' RAZE +. 'K,.x4•w000 PLATE _ ED" Null WOW PLATE_.. i..R4•_ WmOD PLATE-- '"- -' R[ �� L�� WALE 3/a'.I" as%% L SCALE 3/8-.1- SCALE 3/!•-1' SCALE 3/r.1, 11M. qy BEN �9 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O. DESIGN LOADS r FLORIDA BUILDING CODE (Nigh Yeloc Hurrioan UP TO -55.5. -n.6 PSF AM AMIWS LENGTH UP 10 W-a•. ND. 4 A701a nom Wt t �E 20 GAGE GAIYAMiZED STEEL STORM PINE( 2. FOR N EO0O w W/ FRAME CfDC NM Ok: ADaO rAIUALML 7D K SGRNGN (W PINE w, x, wj SPECIiC aM6RnaF Qas aq EaLML =*�i $? (-_-__�'•�,N,T�"c"� ��'� �O& PROTECTION PRODUCTS, LLC. o', GOMPQNENTS EQN SERIES 2000 A I QOO E-Z HANG NORM EANELS .....__.._.._ _. _ _._ . IS-t44• (LOYAL WOTN)__. _ _ _._ _ _.... a.- - 2R5W I _-6 Ile --- .2.S0' (EFFECTIVE WIDTH) - - ! I A 2.d51' O.W4' AIM. TF4CtiNEyyED G&VAN2ED SEC, • _ EDGE 3.9W ° 2241' 8 2.OD0' 'HEMMED TYP. A- 4 A9 ' F IR• i 1 GRACE 3O MINIMUM v DETAKJL L---.- - -- A _ -..--.--- - ae.e R. �23 y q2 Q STORY PANEL PMIELS OO UP- w1 H MMED CODE, _-`D350• HEMMED ISOMETRIC L A ROUNDED CORNER O ENDS Of PANEL'S END UP Wj HEMMED EDGE- (N.T.S) 3j{ -I r•- E 25 S I N 3" O 3'x3W(Mak.) ALUM, ANGLE �t L � i --- ,7W -.... STOP BAR II' LONG W63-TS Mum. ALLOY t�D3I5' t GF coda' i 12S` .7.' A 1 wJ...,.J,OQl6g 4_1 2s0`I . L:J REnRSSED *h" TRACK rya- - - 6tYl �_ I� ii J (TYro ) 1 T 4 W61-15 Mum. ALLOY Q REYElM aU' TRACK 125' { 2.NXOD' i I 2"x5W(MaY ) ALUM, ANGLE BUILDING INSTALLATION DETAILS FOR OPTION #2 EQ8 LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED ,CONCRETE QR CONCRETE BLOCK STRUCTURES ill' TAPCDN ANCHORS O f4' TAPCON ANCHORS _ . VIA TAPCON ANOHNRIS _ ,."a` 7APCDN :ANCHORS O 9' O.O. 4 B' 0.F i ;TAPCON - O 0. 0C.. POURED WWRETE, POURED CONCRETEURED . POcoHCRETE.OR CONCRETE OR MAC"- OR CONCRETE POURED ODNCREIE BLOCK REQUIRED �3 D" agwRo ' - 4� 1 - �..{ 1 WOM R€OURM �{d _tS r sa�LL w I I,MEA1a GLASS , ; I t I t " 4 i i 1/4 1/4 E.O. F Aba. E0, ! ANR 1 N • �2. t EO• yy� ,h TA Ire, vHwaaR A �21 _ w. aPwwtu m !� _ � 4U GLA rx3nq� j 'tea € r aLAss i GLASSit p, As H , N i aMY r D 5i iAs I , 1 t 8' I a ED 0 r. i E.Os n Ea. >• __ { - '•' �--. _.. '-- 1A ` 1/4s-20,3(r1_i k.s. w/ .IrY ,/t'r2d.3f+^SS W.S. wj --" /4•..3/32 WIND Mo WASHEA -Y _ /6vN"1/3x' 1wNG NUT wASSMIER h-YMY -y7fbv . 3/32" WING OR "-"l"9' �..7/C• . 3J32• wYVO ":: ! 12 ,j2• n.c. (8E1W10) .rent �r1 R-iri i ;,. WASHER • 12 1/2- D.C. WASJEl1 (BEYEKAD) ! ' _ Ii4' TAP00N A+cHDRs : 1/4' TAPL:ON AmaroRs - , < TAPCON ANCHORS , s' 7APCON - 4 1/2' O.C. -. __s /J2' n.Q 0 _.._._.� (STAGCfRFD W/ STIm) (STAGGERED W/ STUD) L 4 Ilr O,C PPJM CONCRETE PPURW CONCRETE ORR L' EW &ddK .,.Of CARER BLOCK ___-. R BLOCK - _- OR BLOCK WALL MWIN INSTALLATION j_ MOUPW ALLATION ' e REGU►�R L B I� f�$AP€TY PANEL. 4 REGULAR PANEL & LIFE -1212 PANEL SCALE 3/8".1' SCALE 5/8'-}` SCALE 3/8'.r' SCALE a. IW t DO MR AMMO IYIK A SPA MDNM _ INC I SPACING FOR IaTALLNiLId NIQ waDo O EomomsxeK6 py ► BUM,OFWG. MOMS KM(MAUM MACE VAC" 85 AND IWW1A1 FDK CS' AK LESS THA ON OPr•M ON3 ILMOI 3 SI EN E RDA ED. LESS THAN .LTA7C0 ON MR rA 4-b.Nwl Q�.A,r brt 4U J SCJWDIAE 14E111ACC +NATOI 9PACIAi 6Y WATIPLYNO 11046tAC SHOWN ON SREOARE IDR/L fJA K memoRIOWIt IN THE FOLLO*04 rACi0A6. FOR THAL WOKLOH TO K CDf PORN LL Bom _..._ -. __ _ _ 3PACM Down IwNG FACTOR SHALL NOT 2 A r K LESS 1t" Mo"m Ep"C" NOICATEG FOR FAGN ANCHOR TYPE ON TJK #.NEON£ _ -.. _3' 3 1!r• JNSTALLA1I0 DETAILS FOR OPTi.QIL#"2 FQR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WQ,OD STRUCTURES I , t -_`'e TAPCON O 6O.C.<'•, 1/4 CO/TA YJjy TWRDD WJI 1/2" WNA. THREADEDCATHW TION T WOWAE � 1 1 N i A 1 z' 1/4 x" RE Q I «IE/10RR E{ ,R,r , WOOD HEADER r�- REWOW REQUIRED LJ , m -- PANEL LENGTH w NOTE i owTp (SEE TEtaW) CLASS ♦� i i Sri EO f � 1 2"44' WOOD Fl{i7E',7/6'. F 3/32' HANG NU, REOLWWD 'MASHER W 8 A/4. O.C. di4-,0 PANELMATE PLtty ,3I �1 W 6 1/4' O.C, w t rj• .Y_.-_- ,.- .:.. __.. MN. 7HRDILDED 1KKN 79j AT 4111DWJ6TH O PLATE �IN�� uMUMM&I �� El 4 SCALE 3/a'•,"5;� ,. INSTALLATIONS ARE ONLY YARD FOR BUILDINGS WITH AID. DES" LOADS UP TO <SSSF .S. -7ZO PAND PANEL'S LENGTH UP TO 6'-B•. " 4 2- FOR NEW *ODD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOURIERN = 'p PINE N0. 2, W/ SPECIFIC DFYASDY O 0.55 OR EDLML h 3'/24 (SEE NUAT 2 IWUYI .¢ 1•/2410 14'/240, T W/ OR W/O (SEE Am x 6UG1O I ?� I I ' 1 N J i N Ji { II L t �.1� r`�I i1� try 1 A C tNli"OK FALD (NT.RR PION twRLI'm AMft) T ro x t ! EAL I. WE won a . s¢wr 1 t I N I i i SEE NCTE OTE 2 2 r.. KL.Ow ' I 4 LIM AN PANELS r s i N 1 I { 1 i I A I i i i is I i a I T • r I s I I i 1 aT I i'( i i i f l If I • I A a NH- J4 M.S. A/ i. ff EE j N IANONUIS i1 1 �_i L i l_ I_! 1 i I i { I."LA"� FT 40 2 •L• I1 I'''ii 11 ki Tj,r1`jl l NI :II tl ;t I : '.SEE NOTE 4 00014 SEE Igtl 3 b ,A, raft CONCRETE ANOom SEE I• Ma se, MULE IN BMEET 23y ROIL 1.000 aDuw: 1. WAA NDii 3 TIE 3ECWOKS GN U1s* n (D-00" CIA W/Q,Q • (AST PANEL To BE R+srxLED As EACH OnENRNC SMALL wwr5 Pff PROYIOED w// #M ANAIDE to FACIUTATE WS4UA11% F NTfN= TO BE NSIAUFD FROM 7CkE 3/h" . %NELTW INSLE OF STRULTtlWE. ,. 1,-f/4• MALL ErP --11Ils' asi aw 'er DW®w/ GW W @.0 9GLE Sf32' . 1' (t). DFfIXT1ON OF SFRKE! OmO, E - 2 HARD STORM PANEL SYSTEM CONSISTING OF PANEL -a Gen'. TRACKS 70P h BOTTOM. (2) ,E,jNO PANELS SHELL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR t6j SHALL K PROMIDEO AT TOP OF SUCH+ PANELS. (3)- IF DID PANELS ARE WNNECTED TO 201T04 14. CBNNECT70N SHALL CONSIST OF /+^M2aIA3/C M.S. w/ 7/8 tk3/32 WING NUP OR 1/4'Ir' Min TH AMKCdtiw IRO TAPPED BOTTOM TRACK. WCATI6N OF FASTENERS MAY 814 AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4� IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACk (1... A STOP BAR IS ONLY USED AT 1.P Al LEAST lIVO PAN" SMALL K CONNECTEB TO BOTTOM TRACK USING SPECS INDCAT OM hCRE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5) SEE SECTION 1% 3' h 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. ......,-. MA., SFP12{AOH TOan @UQ4 EXISTING GLASS 411E •C Mne. PANEL LENGTH I/4.-2A1• ' (SEE NOTE , BELOW) SS M.S. W/ 7je • A wl+c NUT In j r 9 r -- �I ED. 6' I E'_ ,O % -. k 2•F4' WOOD PLATE 7/6111 IA 3132' WAG WLAY REOUI ED - MASHER a (BEYWW) 114-10 PANELLATE PLUS f 6 1/4• D.C. W f 7%6 _ WN. THREADED TON AT MAOWIDTH CF PLATE J A- �LTT1 r ON 0 Ll SUMP rs SCALE 3/6•,r-I" FLORIDA BUILDING 3• MCI. 2'/24 V/24 ► 4 - i(IEE Mart 4 411:14Ary i' 14n. GDNCMETE AKNM 37 MID (AFL S0110012 On AO[Y ID) I 1 WOn 11IA1` SY$ j tom.^ EFL 6F I si I `� s !j ►1 i i' i 1 (,I 60 It Y' ,. END NtEROR . f+._A PANE7 IIFERHOR PIVEL ;-• { ( HavctJ 7 (PRE7gdt PANEL) l (EERY NOTE Eia d j 4 . ( L SEE NOTE 3. BELaR TALE Harz :. erLDr 7 lqT� i ( !! jj � ( 'I I I { 1 1 � I. F , C I I i f I I I N i 1 I i i• � i <"•- a M.S. As, ••3 T,MIGAUIS _i_1 I �_T._1� a rf fi i� j I kAr K LDCkfTO' '�Ir�' (AL,EANAtE THWN AT pL t �St Ij2' 1 I/2' � AT GG PA1E151� MNIEPfOR 15' • LAST PANEL ({� TO BE MISTALEED AT EACH OPEH4NG StNAIT ALWAYS WE PRONLED W// TYPICAL ELEVATION EMLMRIES 1000 REAR HANDLE TO FA U11i N57ALUTON F NIENERD TO BE INSTALLED FROM INSIDE OF STRUCTURAL WKKE VW . 1 SECTION ECTIO 0 :Y MUERIMOE LDGARDN At UO PANns7 E�Tf3 ' SOWS D)/SW . 1• (1). DEFINITION OF SERIES 1000; E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL « � TRACKS AT TOP A PANELNG MATE PLUS OR 15' LO MfJ^' BOTTOM W/ PANELWTES, (2). END PANELS SHALL ALWAYS K TOOIIE+.7E0 70 EDB;jIMO LLL WALL 81 NEARS OF PANELWTES OR. F USEDNTLY W/ 75' IONIC `C•2f)I 7RACIE AT 807TEKN, EFA PANELS SHAL K CONNECTED 10,P) Wj I/4v-20M3/4 s. WJ 7] ' 3/32• WING NlIT OR 1/4'•-20KWn. tIMBA.,CRliW NATO F 1( EPt AS DESCRIBED ON MOTE (3) W). [�j (3)_ FOR CASES WHEN ENO PANELS ARE USE JOINTLY W/ 10 LCRNC x At BUT END PANELS ARE NOT COBNECTED TO lTTM/ T,M1CN2 , A STOP OAR SFfAt1 BE PROVIDED AT TOP OF SUCH PANELS. (4). FOR INSTALATO!'S AMEN END PANELS AND SOME INTERIDR PANELS ARE DIRECTLY LWXISI 40UNTElt //Y BE USED JOINTLY W/L TRACN SFIOwH ON ELEYATON AND 01,UAAT/WACKT0ALL NOT LOGE AFL CIAK, IitEROR PAIEi USED Y WJ HAVE NOT NEED TO JA CONANELS TO (,2F]E BY ANY MEANS- (DECO SHALL. INSTALLED SUCH THAT ADJACENT PANELS LEFT N ROW SIDE OF THEIR OVERLAPS MTAIkEQ 8V �2 . INTO EXISTING POURED C NCREIE QR MOM BLOCK STRUCTURES W4` TAPCAN ANCHORS 114• T/PL'ON 440ORS I' D.G. I. Q.C. POURED COAKMrE POURED CONCOR cocom RETE ; REOL4IED SDK i RED UEOCDR€,£ 6LOCK , ,\ Akb!-._ E0• a ED• d //,i-10•e PAVEIWATE PLUS W/ _. 7/B•0 a 3/32• WIND NUT WASHER O,C t REWIRED BLOCK REWIRED MAU ORN oLAM O REB t,MR FAN SCALE ve-l• SE SAW 1W a w 6DA AMCHOWS TAPE A ��'"E Ile. - �;;m,; _. 1/a•. _radwk 9HYNG FOR NSTKtAT10WK NO6 WOOD mi. mom R4e.I ik•O 7 3 i1MAIE RWDNO LWIAW MACHIN SFYtING1 AND MNOW £DOE OWNIM ARE MLKA:iEG ON D% AINAM MM 3 s 1/2 SCAIMAX FOR ED. Li56 THAN ANWATE0 ON 90MU RfLUCE AAMNOR SPAJWO BY MIATISWNO SPACIAG SHOMI ON SCA*MIU A..-4 Amer •,s PN ANIM. EL4 I =MCC Awm BY THE FOLLOWING FAVORS. FOR IMS 01SIMI0M TO K MSOUL RMAOID .� AJr - ...... ,rb WSN;eL orwo UIMA; rAQ'(OR SHwL NDI K n1A LOOS THAN rRN SPACING CUTE➢ FOR EACH ANrMM TYPE W TAMS SCe6DNE _2 1/Y Y , W - 'AD .. rl I , IMe. NOFAAWtP, A ' 4 . I- +a a fQi 1M cLA �.i I I "_T M�A� • i F , 1 , 1 a•,4-Io•. RANEtkA7E PLUS w/ -.--Z(KYgND) a 3/3Y *04 Wit WASHR OR TE COWW OUO BLOW WALL MOUNTING INSTALLATION SECTION SIR B, Lift 3AM PANEL WNW. SCALE 3/B'.," No.44167 (OF MUL MOM VALID E-Z NAND STORM PANEL SEA ,. €-Z WING STORM PANNM SHOWN ON THIS PRODUCT EVALLLITON DOCUMENT (P-EA,) HAS BEEN VERIFIED FOR COMPLAAAK.E IN ACCORDANCE WITH THE 2020 (701 EDITION) OF THE FLOP" BUIUWX CODE. DESIGN WI RMENTIONED tit PEED SFMEL BE D BY THEO A5 PE SN WHE 162Q OF THE TERS EIN CODE. FOR A DWINDIRE SPEED AS FACTOR 0. THE USING ASIDE ON WHERE THESE NOT EXCEED WILE EM INSTALLED AN FOR A OI$.CfldNAURY FACTOR KA.0.85, RISING ASIDE 7-,8 MO SI#4ll NOT IXCEED THE MAXIMUM (AS.D) DES44 PRESSURE RATINGS INDICATED ON SHEETS 26 A 26, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-A$ 90JA BE FIRST REDUCED TO ASD. DESIGN W11O LOADS BY MULTIPLYING THEM BY 0.6 N ORDER TO TO COMPARE W/MAX.47. (A5.0) DESIGN PRES54RE RATINGS INDICATED, ON SHEETS 25 h 26 IN ORDER TO VERIFY TWIT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STWESSED. A 33X INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS AN A SPACING T HAS L USED tNtERt wLLYSIOi FASTENERS S NC 4 WtmO BEEN OETERWMED N ACCORDANCE WITH M-D-S. 201 � STORM PANEL'S f-UEOUACY FOR IMPACT AND FATtGUE RESISTANCE TEAS BEEN VERFED N ACCORDANCE WITH SECTION 1626 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UABQRATORY. INC, RPM / 2032, AS PROTOCOLS. TA$-201, TAS-202 AND TAS-203, 2- THIS SYSTEM HAS KEN D€S*NED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING 11E OPENING FROM THE INSIDE W/O A T t T THE USE OF LADDER 0R LIFT THIS APPLICATION fs wM.IO WHEN INSTALLATION S INTENDED 0 K PERFORMED FROM THE INSIDE OF STRUCTURE- 3. SERIES IWO INSTALLATION S WPIJCABLE TO SINGLE AND DOUBLE HUNG ST"!tE WINOM AMEN INSTALLATION IS RECUMILD TO BE PERFORMED FROM rK 111411 OF STRUCTURE. 4. SEINES 2DDO INSTALLATION S APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIYONTAI. .SULAM STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 5- ALL ALUMINUM WRUS06 TO BE 6063-16 ALLOY AND TEMPER.. (UNLESS OTHERWISE NOTED) C ALL ALUMINUM SEED METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY. 7. AL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 50 Min„ GALVANIZED STEEL DESIGNATION W/FY. WS 41 (AFTER ROLLED). e ALL SCREWS TO BE STAINLESS STEEL 304 OR .116 ATSI SERIES OR CORROSION RESISTANT COA7E0 CARBON STEED. AS PER DIN 50018 WJ 50 IPA YIELD STRENGTH AND 90 M4t TENSILE STRENGTH k SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241,.3.3.4 9. WITS TO BE ASTM A-307 GALVANIZED STEEL. OR MIS, 304 SERIES STAINLESS STEEL. WITH 36 Ns, MINIMUM YIELD STRENGTH. 10. ANCHORS TO WALL SHALL K AS FOLLOWS: (A) m� t�.TM G442 111VO TAPCON ANCHORS AS MANUFACTURED BY ATM, BUILEEOC INC, (WIN. rt.311112 Psi.) 1/4' I X 7/6' CALK -IN ANCHORS, AS MANUFACTLIRED BY DEWALT INC- (MIN. rt.3= - /I4-la PANELAUATE FEMALE O A PANUMATE PLUS ANCHORS. AS IAJNUFACR)MO BY ELCQ CONSTRUCTION PRODUCTS. rt. -J ( 3SEQ P ) AT) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHA" BE 1 3/4• AND 2* FOR PANELMATE FEMALE O k PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/6' CALK-04 ANCHORS SHALL BE IS 7/8• INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL. SMALL K PERMITTED_ 1/4- 111-20 SS SIDEWALK. BOLTS USED SMALL BE LONG ENOUGN(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/<` INTO ANCNDRS. A3) N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON 714E EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTINED IN A,1) AND N A.2). (B) TjO T!NtL GONGHE?E wO',_ft - 1/4- P TAKON AACHOR5 AS MANUFACTURED BY ITW. 81111 INC. 1/4' Is X 7/6" CARE-N ANCHORS, AS MANUFACTURED BY OEWALT INC. (F..1500 p.4 J) f 14-10 PANELMAIE FEMALE O AND PMELMATE PLUa ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (I'm-2071 p.s.,.) PA. AEALIsatAn<E/4ATc FLORIDA BUIIDN6G CODE (High Vaioc( NMrri"ma Zane I'mTAmrD, «I. 20 CAGE (IALVAMM STEEL STORM PANEL �rA, n, 01�/r4E0 �!r GLOBAL PROTECTION PRODUCTS, LLC L G 'Am SW. 41 510111111 ° 20-1 %8 Ara°eM Pesre 4.M•Wr. r NrN PAN "'_m1 rA-RDD►t,R ,+KAKI: {934wt►•7eH6, FARE:' gR4ajr4M-4?al MINIMAL Nx 1" A TAUT " At iDat;. NLe.. 4 a4.14T ,P•w _ _ _ _ SAW It was EL I) NMIMMUH MAKOMENT OF TAPCON ANCHORS AND PANELMATE FINAS 0 A PAta)MTE PLUS INTO CONCRETE BLOCK SHAH. BE 1 tj4` B-2) MINIMUM EMBEDMENT OF 1/4•0 X 7/6' CALK -IN ANCHORS SHALL K S 7/8• INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4' 0-20 SS SIDEWALK BIDETS USED SHALL BE LONG ENOUON(SHOULD ANY FINISH MATERIAL EMT) TO ENGAGE 3/4' INTO ANCHORS. B.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG 04OUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANFIS. M'CtOWGE SHALL K AS MENTONED AN 91 AND iN 0,2). (Cl ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECORMIENOATIONS A40 SPECOFK,ATOONS OF THE ANCHOR'S MANUFACILRREA. It IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF INC STRUCTURE WHERE SHUTTER S TO K ATTACHED TO INSURE PROPER ANCHORAGE THIS SHAJrTR SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUIDINCS. 12. THE NSTA,tATION CONTRACTOR IS TO SEAL/GAIA..K ALL SHUTTER WMPOtHFNt EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BULDINO TO PREVENT WINO/RAN INTRUSION CAULK AND SEA. SHUfiER TRACKS ALL AROUND FULL LENGTH, 13. STORM PANEL INSTALLATION SHALL. COMPLY WITH SPECS INDICATED IN tHS DRAWING PLUS ANY BUILDING AND LaNNC REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. Is ATRIUM WINDOWS AND ODOM. INC. E - Z HANG STORM PANEL SrSrLV- IS PAWff PROW, 15 (a) THIS PRODUCT EVALAAMN OWuMENT (P.E.D,) PREPARED BY THIS ENGINEER AS GENETIC AND DOES NOT PpAmOE rNFORMAION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEiMTE FROM THE P_E_.O. I CONTRACTOR F (} CO ER TO K IRESPoNSBLE OR THE SELECTION PURCHASE AND INSTALLATION INCLUDING OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RESPONSIBILITY. (t) THIS PRODUCT EVALUATION DOCUMENT WILL K C'ONSOERED INVAUD AF MODITED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGNSTERED ENGINEER OR ARCHITECT WHICH ROLL BECOME THE ENONEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER USE Or THE P.E D. ENGINEER OF RfCOIO, ACTING AS A DELEGATED ENC)NEER TO THE P-E.D. ENGINEER, SITYL SUBMIT TD THIS LATTER THE SIT. SPECIFIC DRAERNGS FOR REVIEW. (a) RECORD PE T1IA LLEPKAR THE DATE AND ORJGINA. SEAL AND SIGNATURE Of THE PROFESSIONAL ENGINEER OF IT 14 STORM PANEL MANUFACTURER'S LABEL SHAi TE LCCATEO ON A READILY VISIBLE LOCATION AT STORM PANEL AN ACCORDANCE WATH SECTION 1709_9.3 OF FLORIDA WILDR40 CODE ONE LAKE SHALL K PLACED FOR EVERY OPENING. IAOLUNG TO COMPLY WITH SECTION 1709.9.2 OF TIE FLORIDA BUILDING CODE, RM PANEL(I) INTO POURED CONCRETE OR CONCRETE BLOCK eRRawR AN ppF�M0a1e'a4'l�[m -'--Z, ... NyxoWW [.A (6M NFA7W MIptN�6--^•� +L ta,L ---k-O OEi. SG@IAN i� AM PIn1 rr) 1 N4 4.•,'. br �X_16 mw rA PWK@+w'wctE�-s',i"-•---ca--. ,�' PwPBR�� A�4MED :; s 4 IA1' tN.B BUILDING CODE I 1 / - OY &fit 5 NtQ tASKT O4PI + 1 ,A 1 i I 1 FIDAt H 1 °Oiiaef r 1 I " ( r l # 1 pYP1 ;1 1 5 I i 1 1 1 I D 1 1 stHEpuLI 9 1 i I oN SAREI z3 j a RA d R Ii sEE uMEaA.E SETNN110N 1 !•`P-aG.r r �'- HM %M i i jay-2m01IJ/4• M SpWOMr 1 k bcfw* W/ sEPArLMaN AIN I I ? ••A-roa!•• FM wv 9vArTNr I TO RASA. ( 7{M,p,1 ,i?i• i 1p DUNS, N 7 AA3 yp, � T,gyz" i M OORW MEAN OYERAAD IAEAAP I ,o AX - , L, Mn . a I cola 0~ , }wE'r,r+"N j }R•' Epp 4 I 3 I�,Ie It � I Nkm I r fi twA 1 T b Ij } 1 Aakwm �---_E� WOKS I -'j 3 W,1L rRW4, aaul,m ! LRAMFRt[ AAIDHIDR�I,wn,,,R>, ),r.!/vAM--•- :Fr' 91:.A- �I ;, . r - - em..u*M�Ea3t -a•-,.•y; --E4-•• a M1 /an ai nAD'" nJI m Ou.W r s ,p•6 J rR As A,- +t. TMER* AH^:t. ' 4YL ONeCMAU IdGUNWIG INST. WALL MOUNTING IN31, D" SECTION 1 0 A FLOOR TO CEILING MOMIJU6 INST. MILD -OUT RNTING INST, WAS 3/8.,• g -•-� SECTION 3 Sf,CTIDN 4' IEO� p3/ Amm c- IMF SCALE 3/a.t- SEAS 1i1® FH SPVJNKFICS K&ARRI+R�6 FOR 4 e a AAm . C are t R aMl�a w" Ian o`a`a�a A� TL/y tWWtMiIONi TYPE d S,6T ?3 3M • •• F/ �� NO.44167 O W As M WOLWTDM CIN K FLORIDA BUILDING CODE 16 CDWBM III Any WAY it SLIT AW, WORAUA OL s � STATE OF •2oza A dX. 4c 20 .ACE GALVAMM STEE7 DETAIL4 TOLL tw 95T .�,44,��. �N /(p �► ry OU ROTE•/�FF�AN ■ sell• 1/2•. 1. YAW X SEr tJ9 Af E1Jdlr l I46w4i 1W -0, 16G \ w.Vani PM1V FCYRNIS Pf ac- s wow ®Os9 5 1 �4's-mul4• $ AsswNIAo 4nt ewR,' omMAP 1 it le MOT Ct} LI^LY1• ^W W to N U 0 N Q- 0 O L= CIO-0 N V ^^`` O C)CD Q' ?� cV C) t. _IO / C .� � O O �^E'' > W M � O W (L o _ /� U � NV O. - Mo c� -O m c L,L. ARIA o -a N w 0 N C3 c C3 . 3 3 o aAcj .et =© AC .� An O.'a c E _A o O. 44 L � -*--J �J v J CCS > O CL CL U c 0 ■ c% / cu UJ Q Z Z Q J d SHEET NO. IS 1.2 -__ _- It TL" _-1 _ It 11 I,,"- -- j- - I I. , . I I' - - ,BMm(Igl (+PI=e tt T ,< IT I . I .. I. ! r Ir„ ,� I . 1 .1 ...I, *il I. • .. r A' a 0 u,w TI d f► 7l11 h #a 0 w'um AS.O. M6r tA11E — 601WiUTy TON P1Vffi ARP+ IO 19. . wa.I_ (SEE 0 GONIXmm SECiiDkS +e9.0. -7"T9' OR LESS 2 eTIES' �iED • ' iIN 2% 3'. ' 2'W a•3'W 466.0 -75.1 70• DR 1ETs x 7ro' 90LTED • a' At 41r 991TID r/ 1 4-e-2th3 a- S.S. Y.S. a WINDAT AT OVERLAP a ADS Of PANEL LENGTH 4[ASURFD Of PANEL +,%.I ti «. «' � I « ')1: ,Alf 4 A•;; ., I- 2 , Asa m M ::p L.;;1 MOT E.StMGtN PRESSURE RATING .ed, MAXIMUM ANCHORS SAWN: FOR E- D. - 3 I/2• ^ APPLICABLE TO ANY CaIt141i» !1r THEN we"PAML LENGTH -C s ( ) TAPNN6 CNK-P/ pAm1Mt[ rEMA.E q FA ELMINE PLUS m LDAIORETE m WNCROE To 1m1OlEtE' m CalrtltEie To coARMI'm I 17, N/A 12- N/A. 1 12- N/A 12' N/A 1 & -2' (TOP) i1" rN. IS, r I 5' 4• 5• 4• 1' (BOTTOMN)4 12' 3• 12" S. E' 6• 8' 6" SERIES ( (mom 1000 fi+ 66.0, -75.3 N/A N/A ( N/A N/A N/A N/A 12 1/2^ it" I 2• (9CiTTOM) 70ON LESS r N/A 6 1/2' N/A 4 1/2' N/A I 4 1/2- N/A 3' (TOP) I2' N/A I 12- N/A 9 1/2` N/A 9 1/2' 1 N/A 3' (BGITOM) 72' N/A 12' N/A 12" N/A I 1r N/A. 4' (TOP) I 12- 6' 12' 9 1/2^ 1 12' it' 12• 1 It- 1 4• (BDiT(mO *LIMITED TO N&O P.s.f, ASD. DEIGN PRESSURE PATRIC. A SEE SHEET 2e FOR ANCHORS TPE & SPAONG FOR INSTALLATIONS INTO WOW FRAME BEADING. NOWIIt1M ANCHOR ~AM AND McMA, EDGE CHEDME ARE CE INCH ON AWES ON scnEDNLE Rt9uDE AAN2iD1 SPAc41c SCHEDULE, MR EO. MESS TNAM ON SCHEDULE: 11"I' MA IDMITI 6 SPACWO &,WTI 8Y ON SCSEDaE 11& FOLLDNTRIG FACT(RS. FLIT na E LEE T m eE PoeBIAc SMcwG oBrAwED Mse+O FA CTOR AICPR NORM LESS THAN T 4ANaAUM SPACING INDICATED TOR EACH AMDNOrt TYPE Ai ANCORS tE0E1ND ANON" WIFE _ ij44 TAICON 1/41, PM6YMIE I/A•e 1/4.4 I. WX-M _ Tar. A/RDIQW !•TEND a) 3 ] ] 1 In ae u►T !_: O,a _.; 3 In •.-,r. AUK Ell IAUM ____1 1/2'is - - - J2 , - - - >W . r ,Wv.N 1 I" INN I + REQUIRES INNDISTANCE . DISTABETWEEN BOTTOM OF PAIL i } ] - ' 2 AVNDm BE: i Y ,/ / Mm r ++ Rwum No.. owANBO Q BETWEEN fmY OF PALL "a Q TO BE' 3/19' E/76- 1IApI.. CODE QQ�PON NTS�OR REGULAR LIFE SAFETY & E—Z HANG STORM PANEL SYSTEMS (SCALE 1/2-I•) _- __...._ _ .__.._._-- ....- . - 15.125•(TOTAL 'fARH)... _. _____ ______ _ -___---_..._._-- - .Ter- -, 2 -.._-.._ _ ..--_.. _- ....-12.504" (EFFECTNE WlD7)1) . 93 T/a 7C jj ( i740 758` -. ,,-+S. STvO 11* J74f- - �~ » at a it t b ,/d' t3 '-_ -_ _._ - _ 8 1/a (TYP-) -.._ - . _. .. -.. SOG - ,__ 6O- - -. I.mo--,- --1 3tw - f , 1,250 100 fae' 1 4AY N 1,1[ usEO) t^L, p. , I i I .' -- i-...R Tt.SW I I -Yt h r aae - L{!� 69e . I' ct P,OxS NAT. 16 ).i h ;9 3.375' I.67i' ♦._. 1.5PQ'_ fEHEMMED nMWAIM S M R!," D84'SFFEDGE 2 �j,,.fl15' M11IRDt ASM ANS tYP. I ..._OeAOE 60 MaAMM 'I. 2.1x5•M!"I" - ,E.._- OB*•�•-+U 125' I _- - DETAIL A 4a J l 375 ) 1 STORY ;!. .. 1 _._ --N � �p�p�►1� 1.350' f�513f� --LSSD• - MAL A 2.DD0'--- SUSHALL BE INSIA&O W/ 1 j2 XAY z387• _ � FROM LEO •• "H" HEADER (�) "F" TRACK (.) ANC MYIIkI At ECM AT LEFT SIDE OF PANEL _sm d tTP . UP EDGE 0. 4' (Mi.,) _ ,: � a PANFd Dr ( ) ,:.. i .,,, PNW15 END, L!P•� DALYANlZED ST[B. 335` a.270'- wf E NEED EDGE - aMr. I% _, to.05' t M.ep.t i ,. PANEL. j '- �. WT •r /� t ,3a•i e.27P' 3 -' _ , k i _E"M _ _•20O 11 / �':.,'\>.-4--�L�,1•-' e 'e:625 0.3'IS" "l ITV P.25P'i / ,. •'D:25a-s' 1 4G7` A.625° , I'-- r6z -- 2.54E - _... /r • __ _ // t�_.PATE (TD OR>- 2.xso ._2_ °' fS(%Y£TRtC VIEW DETAIL A f3j'I %. .A.i �'ezm - - ^••i,1 `✓ I _, .' ,_R ROUNOED CORNER O ENDS OF PANEL'S 1 . �711m' -:.- {j'f ,� - - END UP W/ HEMMED EDGE R _;. S-�P-62S' .,25' i----2370' -_ (N.T.S) 375' -.W.v.�.�. :YP, dGTTtllf , I. 213W I... .091• oe7•-Lt��Rry.. l T KEY HOLE WASHER I HOLE - EDGE -_EDGE of PANEL ACMAU 3.750• 072, - (TYP.) LI N T' 3105-N164 ALUM ALLOY @ IDY,y-.3371 L AT P� - -- -_ _.__ n L. 1 1 RIME SMECT 6 FOR ADDRICIPA 1 2.1I -- ,750' - LRGATOO F SLaW 60147E 14 1 1•. 0t3•- 1 % 091' , 1,. _ - its' DAY YAm FOR *WALLATKRS INTO $ SLEEVE 2 1iB" }.� (tYP) A. eM,-,: WF3PP 91RVCTU S 1.29D' II 375• MAy LENGTH . -3 1mOOs..ii6lleiiA. _ I' , - ---1. .. __ - ..--' 2.W0- -_-- 2.fl 25D . •-;193 1750• 2.OW' W. esar, '.- x.ON---- �...- f..118' / '.P30'6 L )� 1.750' .25P 07 REV, "H" HEADER @) "U" HEADER %Jp I ! t (T'rP ) _ v ._ - --- I' YN. TD 5' Moz. _ 2.Poo'. _. '' i =,ESE ]" MAX, MMa1NEKNfyfA 1 ! ' 1@4 PANEL HANGER 374^ _ .-._ 3.aao 38417'ZIDE. , llv?, A i►CLat. 11/1-i�4� WIDE) ._..% -. + I- 5O' )-- L r02 - •• (USE ONLY FOR E-Z HANG STORM PANEL - .]t," 6' --' +%'' .47P' ..---.175' m -,,., ,,,1 yt *• OCEA!j • -•' S y SYSTEM) 6063^TES ATM. ALLOY k#N1.671' a No. 44167 i y FLORIDA BUILDING CODE Non High VelocityHurr)avne ZOO*) ! T.'.. 4 p o 1.126' 8ADI' 2,slo. :' 107W ,' 123' '�+' '+§. •-MAN Q� MIN, NI T z : l{ omw % m. ore 24 GAGE GALVANIZED STEEL STORM PANEL 1.0. 1 -i 2a,' STATE flF twR. N: tr"rp°1 P ate' .21-� 2w, _ x.iXXs - _) __ --- WE SECTORS __ _ _ MN y O . L. '��'--�';,TL 6 C O1lc. PROTECTION PRODUCTS. LLC. „�,3P4'_N.nf al%�) IN46R0 S.W. et SLEETY t� tM•NN MASwAN, vrwW ,_; amr PIONS. (V6.)4 75M I'm ttRoeAso•l 20-175 1@3 BUILD -ma RF" 1�4 BUILD-OUI ' F* TRACK 1@5' At l 5� WASNERED WINONUT r --•" WM-"-A- ,� R dw. w a-IKXMrr4 AU2{ r (ZAAMG 3 ALL"P,E SFAL/9OMOAE/rMTE ,MLTOR A Nf PC 4W • W eITRET ter to TRACK-_ ANGU DETAILS FOR , Ems, GULAR PANEL C? .INTO POURED CONCRETL�R CONCRETE BLOCK STRUCTURES CONCRETEALTERMAITE AACHORS LOCATION CONCRETE ANCHORS_ (SEE SLMEDULE ON : -6;EE EIOSONG POURED CONCRETE SCHEDULE ON TAM 9 NBOUcH 10) EXISTING RFTE BL CONCRETE CRWCRE'(i BLACK TWEETS 9 TIRDKAH 10 ) OR CONCRETE BLOCK RO REOURED. >�,CA� tDDSnNG POURED REWIRED. LD ` kUN LEG LOGL714N LOCATION CONCRETE ANCHORS r • �1, _ CONCRETE REWIED ' _ (SEE 9CMEDCA-E ON r ^. r SHEETS a i}NROIIGH t ' rrr f I � �p} Hi,' MD WLtiaA NEAP -_- t « y .... ,'.f--� ,1/4, _- , fyi - ,-..P..-- ..-. - -/1N *ULM 10f 9CRMW 7/4't V. 4S M on I 1/2• 1/4• 1 r j tAn ,_.,.. ,.-... ..,T.-e MAX. ,._.... CCCRE�E AAICH4DR5 _ T__.-.:. _ I i,;• ,/ f q , Dom... I> MAX .F._._ ... i I{/�E\}-_ SCHEDULEO SWEETS ! t� .- - * a THR041CSEE M 10) I AV- ,) ; 1 EO 1 I r L R :.,;R E 0 may' y n nT� - . a 1/4' ac i✓lam • ' I "4 Mox. '. % i PANEL LENGTH (SAE SDHEDutE Q 1 s E.D.EO} I I r� .,.. ,r;r,. ' OR SHEET I K i Inv- 9, i -�1 J u4 - 1 SEPANTION 1} Its so" 1 IL A ,e90S M ,`'/% i 70 GLASS. I �"' At4 SWEETS (SEE SCHEDULE ,14E-mk' IT .. i C wR n. TtOW 10 GtAS5 C Nj.'r-0.!' -� (SEE 9CHmULE AN I 51 a3 N _ I 9 a 10 r ON BINDER 3) 1 k �eaTe N SPAC E l - ! 4 MESA. PANEL LENGTH f (SEE SCHEDULE I __SLEET 54 j :. M nWFl 1 _A4 ,^, ' IDIOM all r-In •C' MCaN. I T%` "y.< R 9ar Iw RRA PANEL LENGTH t I p tDIRAI o,M Y-e'y fLa.. 'T ON SLEET 3) i%Y'n I �E9,jtP[ I -.._... (SEE SCHEDULE a��-,{ 1. .I, .___._ '. 1 SEPARATION 1 -'p M GLASS. 1 EEL--- 1. ( �j F�F'' " �'--_,. DW SHEET 3) i �QQQ H _ i ::P I(SEE SCHEDULE ON SLEET 3) ( .. ._ y,:_ - �� WMAOY ; y'2- _ i 1} (( , 1 U I fE N _. �. EO 1 5PK IV Q A i O 12 1/C OG - . d -- -__f ED j; LENGTH I OF I MAX X i 1. t ! ..,I -- tI .._ I- MAD e9lta (.- ' [. _____ 1 _ CONCRETE ANCHORS jr EXISTING POURER ^n ,',:... .. (SEE SCHEDULE ON �, J r, r^�, :. {1 a; �5' CONCRETE �MC40M , 1 (SEE SCHEDULE ON ,K .�.� _ _ _ A _ I CONCRETE •"x REQUIRED : ; €06E OF WALL OR SUB SHEETS 9 THROUGH '" > (JILT. CONDITION) IOY ! SWEETS 9 THROUC4t ,o) U : ; q) z ,/a' LOW MAX. ALUMINUM `✓ SRACFA'S O 6 1Ja D.G. FOR •AND 3/4 .�: �, ',.,,,,�. _RfLSDtM: PEtUREO COAECRERE OR CONGRE7E BOOK u7>r PANEL µL DESIGN LAGS FMNEL EXISTING POURED CONCRETE,.. LEW - PFR Sf1ffT 3. OR COt/CRF1T BOCK L'OfCRETE ANCHORS (SEE SCHEDULE ON 1\ ,` REQuorm REQUIRED .. 1. UNVATil SPACERS O SHEETS 9 THROUGH fa) - ED - - 12 I'I/r• GCH (µSEE TAKE 1 ON sHEETS 9 a 10,) CEILING A MOUNTING 3/a"I` BUILD-OtI SCALE 3ro-1/5-1' WALL MOUNTING IRECT YOU ( ACERS ORSCALE SCALE 3/8-t' nnWNx T!�lir"�y, �A. ''ytCENSF'' �p�% FLORIDA BUILDING LADE Nan High Velocity HurrfDone Zone s r o. 44167 ? nEm.pc 24 GAGE GALVANIZED STEEL STORY PANEL fi4TT Egg L�MBNfIlm (�L Sf D _EDGE OISTAFX E SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE - S di I - _ sr iE 0 'a 's....•.f(ORIDP'.;r. y'NI'No" PA'WI :E I I L E c o r11c. GLOBAL PROTECTION PRODUCTS, LLC.Oa(SEE 119MeaSHEETS h- �Tt* 120-:1�75 9 & T D) COMBINED IN ANY WAY TO SUIT AM" INSTALLATION. 4 40' f yJ/'4YA �y �� Et1(yA / ww a. r NLM anrM area. n aTI Mw : OFy Mr -UN: LMp m-,wr�t311{-7641, rAK: (LYreR•i7rT'N MNni1ROE :/$TOWEL/1AEfiATE��wLirR71PE Re ,f-w' 5 PERT a OF 1e INSTA LOON DETAILS FOR SERIES 2000 & 1000 E Z HANG STORM PANEL O) INTO EXISTING WOOD STRUCTURE, -. + E . �.-' ` :. _ :./4Y LAG SIRENS N 6` D.C. N! :-TO ,/2-is.G NOW , pass OO •.. - (3 , 2'.e NPDO d. _ I REoum 1/ P UO STAMENS f 6. OO. W/ ' 1 I: 112' M. 1TREAafO PCRRKATNpH FIAT OR ON EDGE , Tn, Wn. ,r9v= PF.NFtPATRXN I tU * w. EYIrIOU WOO HE -AM D Ex61'N1a YNOGA NCR, TO 1av,' CPrr. S.Y.S. 4 t •U DNDW 4 CUA. (14ai• S_MS Il - i 1/1'A-14A3 A' Y.S H 8 C«N W 1 , 3/3Y NNC f 1m,r a' ^t2' // ei ,I _ S NUR itz oc ItILL QQ OAEK r,I 1 GAS Ia 4 it + LK, f 5' O.C. NIII 1 S Ji i n D - TNXLADCP EIA XX4 I EA 0 I F ..' t" ;; l -I_.. _ HEAa p.s. W'/. ]/tl w,3/]7' "" lD Ef.16S/a1G Nppp HFIaFR. C) {SCE DETAA I/24 * 1 { NaTE a I NRid D ry - Sao!!) , 0 O,P.) 1�15 I 4 Cm4 'a, ! I ,�_ _ 3/Ia' A(wn. PDP RNEi Ta.t' S.N.S 1-I _,HBf , TA fIR401Y, .. : { f vmngn,; fliNY ® d •.Iil O f/L _. END D" e I 1'`i 0^.-. e7At�_) i1 r up WTXIC�R 7 � ., I �SR r I 1 4 t (SET OETAA r, W , -� - 1 i_ ,•-} NOOi WAVER AEavMOU •-.- - 7 9/16• INr,. • ,/.y-2o,3/4• 5 T 9/'W' INN, 1/4'4.2AJ .' u 10 CLAW [ YS TRJ B M�f65DRE1/Aj I 0dAKAVAb9M 1 MS W/)j9/+a3/S9' I YANG py130` ,N•.+ N4rt ! r - 72" DC 9' ! I.. b1EteN1AP EITI OVERLAP ",^ 2 ,/a' MAP b I I 2 SEPMMFKw ( ... ). ` ti 4*AA_2NOa3W/4- - TO CUTS ! I/4'4-7fie3%.• gSCREIfP wl L° I `. N u 2 e]LTMATONIl / W ' -9G"rR3fT•'a ' r TWNOrAA3W 8 TO fi..AeF. EMERY ,,,,,P ' r EVET7't OVERI..P I ' - ] Z --k- - _�_ - { t - J n f `` I I iu 9 P 4 M� I E } I i s v_2a,3 A us. / /7 Ti I'p w T# _ w�rs run ; 8 oS. A I if o- I 2.. r 4 'i 1. I I '. , .-�: no. _. , i '. l _ *A _... _ ,Y , - .. To-. 4 - PNNLiMdrz Neal A 8 �. / A 4' M E s w I P T/ AN T us 2 ' 2 sr»AG NLIr E7.W PL w! 5 ^' (�' .. CPI. 8 i . - .-.... __._ . _... !7 i A- 4 }. 7(D Mn TSItP&APfli _. T av-xM3Jd Y,s. i zjd• NOTE ,A 9ELONY) - •71�}fd• PIRYEFRFTID+M ,J I/2` O.0 - i yP, [ , -,- M,n .` N�j�}R L51 S�j4jR r/4^1 TAG SCRIMS f 6' O.f., W' _S9^. (2jr xat' , (4's-- 3/4' M$. pyWr, $ • 3'.vti TN,YNBit:TQW i3EE ' AGn. ifRRE.A6ED ,KNEIRAT(ON Is WOOD PURE REDULASD r ,AN"� ,r1 NME IA //yg AT 8EL DW ,WD'IWO'TH W P1AR - 9£W43 7000 4R FJ,T ON 4 1- 4' UR FLOE • (2; ILA-14 pANA1MATF PLUS N 1 HDTF ,4 �ftV) 6 1//d4.26x]/d•YS N! 7fa°t+]/37' 1 7 0''DO „E:'A.RATOM +'10 17 f a E4A. tDNC NUT 0 DC L/E" STA L IO4V tj4'A TAG SCREIhi a 0' O.0 rf t/4'A LAGf E' PC. W! / ' 1/2' ML. N>ENETamtON '��{�`•p6E�'E` &i 12• Mn TWRTAOEL PEN ,Jw - "() :.LAP. ('Ary 7'r4' WWI* R'A"BE51 , L�7_: OF "Im I�Li�RNaIiYE NPUO PUK4tiEVLAPED f MiiplNOtH D PURE FLAT OR ON ED4E Vlr 7',4' *DOG AT OR DH ED" 5"(AI. 1f4',. ,' PLATE ACQUIRE& TEAT "W A�R�LITIVE i ILt1-O IOMim SCALE NIL. FfEsalt TQ C£tLEta- YOkt,_NT - ALTERNATIVE 4 W T NSTALLAPOWS ARE ONLY YAM FDA BUILDINGS WITH ASD. DESIGN LOADS .,* �rW SCALE tJ411' V- 10 +06.0, -75.1 W A" PANEL'S LENGTH UP m V-10• o(} LM.N,MMIM�H`y,ANWil2 2 No* HEW WOOD FRAME CORSTRNCIIEN WOOD MEMem TO HE SOUTr,EiN O'1 .tN!rF.. 11Z, y, -E t/�':!' A "ENS', PATE NP 2. W/ SPECIFIC DENSITY or 0-56 OR €DAL " .. 4' .•' ✓ Icl -• FLORIDA BUILDING CODE NI h VoiocN Hurrican. Zan* Ala s N0. 4 ^, cao2o T Ivm. 4c. 20 GAGE GAk.VANIZED STEEL STORM PANEL " SEE SPECNFIO4 NA RE4tpEAl0T,5 FUR eAR �$'t AT 1IW M� .. * ; : * = fA « 6r. *TAU A6 PANEt CDNtfC1%kR Ya YWJ!GKS.I GP AT 6pTT4M. DLSEO DN eTNNN ,iEMdR 'r, : S'TA flF f '-' HR/b/ra2P Dm n as o 6tA AT R TYPE DaY 2 ' �y - > �t G1 OBAI PROTECTION PR{iOUCTSr tLG. ONE: Fi 01 O�' L smLaftsmoosim or u7'�YLi T13p CAf1C0 TA(�p F�. fl • NC T MKIC G+nE R s2sLT?:OET A,P.yfLNriN,A.��y��NNr,�}y/,AI 0 ,� f TOP A POTTOM YDu"T'sm uti 6t towak. v V / AOAO4P•"•^ lImINA114A-YYpAfL••m Nk ,'i'/(j��. IRE, 4 I *e.>4�t�Ar.F Y�NIM AvftM4 a IN• r:o[.: E9sN)66X-asa, F. {Aa.mm,Is s• 20-176 "N w -1M+ WAY @ SL•II. NPR fl6TAL,AIIDR. 0GF1E; 1/4' > 1' NIiNHN LAM"• G4•WOFI,9 .P. r *,." a*Iom IN NOTE SHU"ER FUCA$ NOT SHOWN rap CLAPT PE mA..,sro+n,AF 't WAdlln A TWf N PE — Ni 7 14E[i M or Ta eNY� P�NF, S� ir{�TvaLMen ATT O OR P BD1T 011 WITR TBA(m-_!2R_(i21 t MAXIMUM PANEL LENGTH "L+I. (f1.) 0 MAXIMUM ASA. PRESSURE DESIGNROMINSTALLATIONS e.t. 4 ar - (P ) ( ) CONCRETE a *DIM t L+ H 2A6 - I? 12--a- r no nr-D• i1'-d` 3aD r T'--0- 70•-D` 3" 10-,o' Wo'-0• 40.0 10 1- D 4• 46.0 _ 4 6' 6 D- ao -_ 9O0 11 9LSDCN G__ d r 3 ._ d d-0 71-8' - d -o ._ __7: ___r - 7 i r-©- 73.E 7'-a- 6-,0' _.i0.--.. F-D 7•�..._ eB.O T-O- 1-1. ROO 9 -9' 6 -2- PXO IF-r- a D• HOD__ 9 :! _ 3 ,7' 11a0 - _ 3•-7' -..-7LAO - 3•-9• 199.0 5'-3- 11: MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM ASA' IGN PRESSESLI' RATING J: + R- ( ) CONCRETE 3 WOOD NSMLLATNINNS t L+ Lr 20.0 14'-e' 73-01 2Sa t2•-To' NL'-a' .Tao it 1-8 to'-,. 33.D t0'-10 9=D• 4aa 4'-e D=2' axo #,-I a-7-_ 3Da a-7 e 33:D e ! 7 _ 7 s• _ 400 a-o 01f.0 r'-e 72• R7a0 � I.-S. e-Ir" 1..0 7'-2 61-e daa 1'-0 e��5' ASD 7-d e'-3- $0.0 67-4 6 1- 1E6.o _ g-7 D 0' 1 100.0 6'-3 SST Im__0 6.-3 S._. r 10.9 - a"- . i 73.0 a _- 4-10" r 79.9 4'-e NO M N SEPARATION TO GUTS SCHEDULE MAXIMUM PANEIL IFJNGMtI WOO SPEED 4 170 mP.h NOW SPEED > 170 m,P,h (I4) IINMSIRAINED I RESTRAINED L40MSTRAWMV RFSTRAWm 30 OR LESS I' I I- a' 6 1/4' >35 TO 90 i• I1" 7 1/2` -7 1/2- >40 TO 145 I. I I' I 7 f/2' 7 1/2- N46 RM 1� i' I 1-1 - 7 1/2- YINIYUY PANEL LENGTH (In3 FOR A GIVEN MOUNTING CONDITION TCW 90TTOM DIRECT ) 1. 41MOUNT Nmm�EAAEa U' i 1.5 4' ( HEADER I ARGUE IE TRACK W/$CE 1j ±TTR�pACK� CLOSJaS - , DIRECT MKKAT 41r 1. 37• 36• 56- So, 30• 4 I,S XT.5' STUD ANGLE 35' 32' 32' 32' 42" 3E- 1. E •r TRKK 55, 32' 3 42. 97' 9O' NK I W CL05Lms ANOIE SO' 32` 32' Se' 60' St. 1. 1 SO' 32' 32• 38' 60' •W4' S6' D,M.,Q2 ,(s),, B@.@Or(A 2/4 3. MAID ANCHORS (SEE SCHEDULE ON -. 1• MIN. _.._.. - -- SHEETS 9, TO All) - I - -.--. 0 T __I""I-.I I I--1---1----F_ "i.-"-r-F-7� 11011 /4, 3/4. 4/5, 5/5 & 6/5 W/6, 2101/B. 3W/7 & 4W/7 3' INX ---.____. _ - 1' MN, O 6 _T-'1-'T--I'_T-7---'i-T--{jj -E.._I ,i ' 1' (I 1 i i i i 1 j t11Ii I L11 N�.IJI _I - • -T — -, - - Y .T I i I 1 I rY 1 Ii i ; i, I j }I � I i !�, 1 `� I i`IJI•MDL1E6 PANELS I �: ., ; I I BOLTED PANELS W/ 1 N-2041' 1 (SEE %CT10r15 As I ` .: -' I i. $.S. M.S. 130LT W/ () 0 EA. OVERLAP, IAPPLXAMI) ( 1 1 1 I i(SEE SECTIONS AS APPLICABLE) j j I_I 11 i i I I i J I - i,� 1 I i yjj N' o d I kk I ,{ '. i I { I I I " i f D. 3 .Q, i f- - " _I--- - I -! I i � I - I - I - � .-�O OI 10 O I - O O i D, (& . 3 MAX ' _ _ _T _ 3" MAX MN 2/4 1/4, 3/4, 4/5. S/S & 6/5 I• MIN. tW/G. 2W/6, 3W/7 & 4W/7 :_.... .__ -.._.__--_..ANCHORS (SEE SCHEDLILE ON SHEETS 9. 10 411) - - - REGULAR STORM PANEL I ELEVATION 2.96r N.T.S. !/4' Mo, GAP is (ION. 0040 -1 ,M-IOtE VALET') L /4`�MAX, "" FAP t1 7) CTION A —A N.T.S. Dt1) L4: Atxwm &LOSAB E PANEL LENGTH FOR A GMEN POSITIVE ASA. DmoN LAD. L-: MAIL ALLOWABE PANEL LENGTH FCR A GRAIN MICATNE AS.D. DESCH LOAD (2) PROCEDURE 70 DETERMINE kVNAM PANEL LOG114, OMEN A POSTNE A.S.D. DES" LOW, DETERMINE OVA" PANEL LENGTH •L+• TRW SC7EDULE- GihN A NEGATAE ASD. DESIGN LOAD, WtRPIIE MAXIMUM PAID. LENGTH %-• FROM SCHEDULE. FRAM MAXIMUM ALLOWABLE PANE. LENGTH IS EQUAL TO THE Witill M WM M W PIANO. LENGTH SI T OEN 14' AND %-'. (3) SEE SCHEDULE BELOW FOR MIA. PANEL LENGTH PO N POROSTPI 0440VA110N. 'I WSIA.iAT3NS INTO FOOD ARE DATED TO . 95 P6t MAX ASD- DESIGN PRES6URE RATItm, A_WM AStg.qPWS 9. 10 a I I FOR MAX. ASA. OESION LOWS a AMA+. PANEL LENGTHS FOR * �] . ' 44167 :, s RATE OFe�At__" ' a o2me ATMza. ILO !NG. '- 24 GAGE GALVARED STEEL STORM PANEL I "Dow p. BAL PROTECTION PRODUCTS. LLC alvion MAIL �'��S; •. sy S/ t _ ORiO/` .•• +G' �'f/��y�7+jJ-w NA "F�1 Sul' t+6+)R!-F4,6. VY4.�RX-6T61 a "l' iN M.... ra: woN�RM�"COMPANY N.- PM14�ra .« , 009 P+- °" !-'" 2D-175 INSTALLAI1914 MAILS EQR REGULAR PANEL 1 INTO WOOD STRUCTURES .rI_._ ._ - - .. _...,.._ .. __._T.: .._ 1 SFP�TgN ` t (`3J. t ' I - WOW ANCHORS t TO GLASS. .. 1 `,.1 ., �:TSET SCHEDULE ON {H IN'A-Take i (SEE SCHEDULE Ny-m,1• " SHEET t t) _ : ' - 6s„llol REAP am" i ON SHEET 3) 1 - -� ewR N ea'I. oG. .' .O L_ } __ c___r_ .NA.__. NR PTA s - F M. ),-ye- ; O,rR r-,n -.. __-- -- t . ., I - _.. ,. _ j PATES LENGTH GIxI.A58�i - >20 HOOD ANCHORS ,. 1 1 (SEE SCHEDULE j ik' (SEE SCHEDULE ON -� -,It i a_ — _�, :.,: .T __L.:- ON SNEEi 1 r0R .,... I �' ._ ._ I -...:. ,/* SHEET 11) {}Uri,-.,+�,�11 SPACER T--;. ,+--•. i', SOR i _. 1"'I , ".`> jj SPACER I j - t 'L` ,- ...h/2-: MUf. .,' "•- .. - 1 .. _ L.�,l I _ ' .. tfllkSRH' i , 1 WJR ' ... _.. _. .... 1 '. i _. ,'. .. _. 1 - { WOOD NFULCER - N 1 EO ' t ' 2' T F` " 1 REQUIRED 1 OURf 1 jj I M ED 1 I - i �-' i "-' I � I I i. ; 4 .--t I ` i t 1• MIX -LONG ALuAARuM SPACERS O 12 t/2- f $ �. _0 O.C. (SEE TABLE /1 ON SHEET it-) 1 Mn. I NOTE - FOR SEE BELOW LIMITATIONS FOR i '- t f i I 4 a5 ARATNDN •L• Y" MAX, ! � _ i 1/2' LONG SLEEVES. iM% i N 'ry " }1 (SEE iOLASS0lmiitF ; PANEL LE1vGTN Q 1 PANEL LENGTH .: ON SHEET 3) I (SEE SCHEDULE 1 r 1 (SEE SDNEWEE 3 _PLUS ANTE FEMME m OR MATE ON SHEET 3) 4-.. 1 ... I..... ON SHEET 3) 1 - 1 HEFT - YM.. Ij'v-amt' M _ L .� ) PLUS (SEE SCHEtNAF ON SHEET tT) SL rmn N '.,;'' fi-- T N a� � MID. I , 1 .-. I "(t6C FR PAID. SEPARATION 1 EXISTING 1 ! IBM-On-It-1') L`10511NG,_ry TO CLASS. t 2•N4• WQpp ---. .- GLASS -1 - I - - - - M G ALS5 1.{SEE SCHEDULE . .. r'", RATE REWIRED 1 1 _. 1 ' f ON SHEET 3) r E 1 1 ALTERNATIVE 2WI 1 E I .{- .�1 f'-t' L -("'"" 1 f SCALE 3/8"1' L'-� I I I IQ �_i SEE TABLE /1 ON SHEET 11 FOR MAX, PANEL LENGTHS. Ar I SD6 f I O 12 1/2" O.C. 3 i I OF 'L' rO - .. =rr ; MAX. A .0 DESIGN LOADS FOR THIS INSTALLATION F- MAx - .. I i I 1 t t '-ALL` '`, $ : A 4" . I O 12 I/2. CC .. 1 __._ _ ---------------..------ EOD _ N i 1 . ... r '. YI i I -- ._ WOOD ANCHORS W/ 7}R *NOTE: , t... J STAGGERED w/ SHED Efl _ ._- _- _. --- _ _ _ .j 't I (SEE SCHEDULE ON YKlR aA MAT K t I j2' LONG W, j - ,.-A..�-�.._._.-._. , - I SHEET I1) I (1) OWWJ VON 6 LMO m A ONE =W eWDMiB TRIM 15'-W '' *IB{TE _ -. WAN MIN ROD ENNUI MO 6 A RO1RO110N FROM ANY 2'N4- WOOD _ \.:-/ 1 - PLATE REWi,ED ' WOOD ANCHORS I I OAOINC fO1pM7 RME/ALT elfauttfl 9N fHH3 /1). I ,• n . -. I t' No, SS"wassM TO am moasna , 2-K4' *000 STAGGERED W SPUD DR OHM 3 MMY TIE MO%= m 1/a• AS , - • _: . • _ PLATE REWIRED ! (2) ANO+ORS oUWw T,IA oaso9vn M PAfIEI Art F9WE O 1X+ i / ' (SEE SCHEDULE ON k UM M TRE mLokvm Co mim ARE I - 1...___ . -- . -_ r» I PANG WIDE AN5) ANW eF SPACID' MXrigRt AT a ,j4• aG t 1 SHEET I1) tX1MCWD WON' I I � RiSTACTION nm 12 I/r O'C, 9AYZID mums t M ` (1) MARMUM ASP OMOk PRESSURE I j 1 j w69t4 6 deA -aa Pa.r. (3) tMAL 24 ME FAI G. LOOM 6 LWW TP W N ANY Mr2YA10 - . ,,. _. l2) „LAITY STORM PANG. IEMIR 6 ! I>we p A AFL710o1NR FtOM LARGER RAND. LETIG716 ALLosm ON 1 », i WALL MOUN'{TII�N�jGLL��f{41R�fECCT MOUNT I �cwLL 6sEET tt). I °M WALL MOUNTING IS) sroW11 PAIL. aaTALLAIaN 6 Drat ' A'' •Z"-uA 2W I (4) I` 1/2 T�a4LN N tx i ijx' LORDiW1�lMw R,5' ONLY -, aR0 AN EfRONm eooD vR,ila A,ut € SCALE 3/1)' i' I VAUD FOR BL10 za4Ls ,. 3 AND 3 +E 9EEFJVEa er Am I �� SCALE 3/BN1 • I 0) W/tADAMAN WILD DLT FOR EMI i C MO i,[ 7ato (7e! EaROI/) NTR 'nE F1A100L DXAOM am 2 Bam I._ R 2R 3 POI ARMS i ta9a-Pa.i 1,iR A. Ttj� �_._ __. __ __. ._._____ J a �: " vCENs '., }% s FLORIDA BUILDING CODE Non High VelocityHurricane Zone) ND FOR GOMBIN.AT]OH OF X CTIONc: t INSTALLATION ARE ONLY VALID FOR RWL A,S.O. 3 : NO. 44167 as GJ= W. F?. - - 24 GAGE GALVANIZED STEEL STORM PA N PRESSURE RATING .e_t D PANE GTH -NEL ANEL OESIG E55 RE RA G (p ) AN L LFN S z * . : OMIN ar. i4 * = TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR — COMBINED IN ANT WAY TO SUIT ANY ALTERNATE 2W') ? 9:, STATE 0 ! C o %sec GLOBAL PROTECTION PRODUCTS, LLC, O2 - INSTALLATION. : O -SIRM TRUT r $ •"`... I.. MI, a6DAAL i113 u 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Co-E4P .,P - A. m Nr.. Ar'I"i1e�a •••••••• N,n,. Isn n. +r_,M4 n,_.ss+ P,ONE'. (PA1N6h7s4a FALL (W'RRSG-a,A2 20-175 MEMBERS TO DE SOUTHERN PINE No 2. W/ SPECIFIC rs/ Lr DENSITY' OF 0.55 L- EOUAL. rytNMROt rA-worm w Aa ., 4FPaAa aWwW9 w. MLITR A. IUJI W., Pi. W I ,a 1 .WI am 9 R to GENT BAL NM AAMn eep proles Las ,M9itr da M6Ma (C) TO-S,k1 �Lwf17 GRAVITY. Q_EL.9.S9..mtL r. STORM PAN€L SHOWN bN 1HR5 PRODUCT EVALAMTION DOCUMENT (P E.D.) HAS BEEN VERIFIED FOR CO&WLIANCE K9 ACCORDANCE - 1/4'e TAPCON ANCHORS, AS MANUFACTURED BY ITW. SUILOE.X, INC WIN THE 2020 (7th EDITION) Or THE FLORIDA BUILDING CODE- IHRS STORM pAANEL SMALL NOT RE INSTALLED AT HIGH - f14-1O P*&MATE FEMALE 10 AND PANF.LMtATE PLUS AtYENORS. AS MANUFACTURED BY ELCO CoNSTRUC'rom PRODUCTS, VELOCITY HURRICANE ZONES (MAR -DARE / BROAARD COUNTIES), - 1/4"R LAG SCREWS PER NO.S. DESIGN WIND LOADS SHML 8E DETERMINED AS PER SECTOR 1609 OF THE ABOVE MENTIONED CQK FOR A B451C WIND - 7/16'0 . 5/6° WOOD BUSHING, AS DISTRIBUTED BY µL POINT SCREW. SOLT a ^PECTALTY CO. M P i A F SPEED hW4' REDINEL^ BY tlrE JVRlSIRC7YDN WHERE STIR ANEL GIRL BE INSTALLED, AND OR 0R£CTHONµN7Y ACTOR KO- 7-! AN W X THE UM TIN O 65, USING ASCi 6 D SMALL O EXCEED E MNCIM 5 0 �510PN PRESSURE RATINGS tNC4CAlEO ON SHEETS i Ni t , F C MINIMUM PENETRATION O WOOD OF TA}oCON ANCHORS E 1 r AND 2 4R ELEXI PANELMATE U5 (A ) SHfPi.1, B , PLUS s 1 a I / F . 9 it9A1 r 7 8 PAN E AND ECMALE. HALE @ LMALE FEMALE IN ORDER TO ,'EP7RY TfNF ABOVE CONDITION, ULTIMATE DESIW'! NINE LEADS DETERMINED PER LACE 7_16 SI,NU. fE F6Nv"'T REDUCED to M. tRV THE NO X&O. TRIG By TIPL M IN ORDER TO LIMP THESE W / MAX AS O. C2 MINIMUM T PENETRATION CF LAG SCREW INTO WOOD U BE 1 t -' iNRFADED 0 ATINGN PRESSURE 6 COMPARE E / ( ) 1 THREADEDOTHE FRAME WD SHALL 7. 1 ON SHEETS 9 Ti1ST 1+ a 7 IB PENETRATION RN1D 51UCW SMALL BE CONSIDERED AS PART D' THE REQUIRED THREADED PENETRATION I AT 1 DESIGN PRESSURE RATINGS ET N AWERE S CAEIER t0 HO NOT OWR 57O A 33R INCREASE IN ALL.QY(ABIF tANCNOFYx DN ,NUS PED A5 WIND WOO, STRESS FOR WI,W LOADS WAS fBBj USED IN 17fE1R ANAlYStS. FAS'£NERS SPACING TO WOOD HAS BEEN DETERMINED N C; 3) MINIMUM EDGE DSTANCE Of LAG SCREWS• INTO WOOD SNµL BE AS WDOATED N THIS fRAW7AO YSIS FCCORWICE wITN N.D.S. 2019. N.D. STORM PANEL'S ADEQUACY FOR IMPACT AND 'WIND RESISTANCE HAS BEEN VOWED IN ACCORDANCE WITH SECTION IW91.2 OF CA) MINIMUM PENETRATION OF WODD BUSHING SHNL BE 5/e', I/4- e-20 SCREWS VSm SMALL M I 1j2" LONG MPM/UM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #DBIADI-01 AND 0021902-09, AS SHOULD SWCO EXIST, AND I' MINIMUM FOR WALLS R^.1N NO STUCCO.wsow PER S510 12-49 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT f1123pi-10 AS PER C5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO DR WOOL) BOARDS BE r"D ON THE EldsnNG IAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SEC" !OO4 0, YHE WALL. ANCHORS SHidl SE LONG OM914 TO REACH THE MARL STRUCTURE SERINO SUCH PANELS FLORIDA 13URLOING CODE �,ANCHORAGE SFM.L. BE AS MENRONEO IN C 1), C 2) a CA) 2. ALI ALUMINUM EXTRUSIONS 10 HE 6063-T6 ALLOY AND TEMPER (UNLESS OTNDIPOSE NOTED). SEE SHEET 2 (01 ANCHORS SHAWL BE INSTAL- ED FOLLOWING µL OF THE RECOMMENDATIONS AND SPE-0FK;AF1N5 OF THE ANCHOR'5 MANUFACTURER 3, ALI. ALUMINUM SHEET METAL USED At CLOSURES SHALL. HAVE 3105-HIA ALLOY. 6 PANELS MAY ALSO BE W,A CD HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION t THROUGW 6 (SHEETS 4 4 ALL STEEL SHEET METAL PANELS SWNt HAW STRUCTURAL DUAL" STEEL ASTM A-653 GRADE BO MINIMUM. G-60 GALVANIZED THROUGH 5) EYCEPT THAT HEADERS(1' a(D SMALL NOT BE USED. SIM DESIGNATION W/FY- 92.2 K« (AFTER ROLLED). 9 iT SH4AU BF THE RESPONSISLTY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS 10 BE STAINLESS STEEL 304 OR SIB ASI SERFS OR CORROSION RESISTANT GATED CARBON STEEL AS PER DN ATTACHEDlNOi AN TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCOM BLACK OR WOOD MAW BC%i,D SDDid WI 50 Est YIELD STRENGTH AND 90 bi 1£N.SL.E Si1NLTNGI'H AND 5LtAll COMPLY W/ FLORIDA BULONO 000E SECTION 2• a, 5, 6 AND MUCTINGIVES 7R, 3W 4W ON S11 3.4. 2 3 HO EACH REGULAR STORM PANEL waH LENGTHS OVER 90'. A5 PER SEAMY RESPECTIVELY; SHALL HAW A (EDIBLE AND S OF H VISIBLE MlAKNC INSIRUCTRAfi OWNER OR TENANT TO S E 6 BOLAS TO BE ASTM A-507 GALVANIZED STEEL. OR N9 304 SERIES STAIAESS STEEL VAN 36 N« MINIMUM YIELD STRENGTH. SECURE A, 5, 6 a 7 APPLICABLE SECURE PANDAS 'NTH APPLICABLE RDNFWNCEMENT DURING PERIODS !)F HURRICANE WARNING 7 W ANCHORS 0 ALL SMALL BE AS FOLLOWS 11. THE INSTALLATION CONTRACTOR 6 r0 SEAL/CM" µ1 SNURIER COMPONENT DOGES WHICH REMAIN N CONTINUOUS CONTACT Ntl1N THE BUILDING TO PREVENT wIA/MAIN INTRUSION (A) ALL GISTfNG {, - 1/4`0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUAOEX, NC. (Min. f' <5192 0a.,.) 12 STORED PANEL INSTALL.AITON SMALL COMPLY *TIM SPECS INDICATED IN THIS DRAWING PLUS ANY BUILOWG AND ZONNG REGULATIONS T T. DED r THE SDC ltMi WHERE PERMIT s MPL 0 t 4♦ N 7 -IN 1 t PR(1C4 !f Jl1RI E m B CALK ANCHORS 4S MANUFACTURED 1i'I ()EWK NC / / 1 4 • d i 3 S W SET HGfHW A5 DISTRIBUTED BY N rriDNT Sf1REW 90L A SPECIALTY CO / / Di ANC � DKTRI A C 1 T P. T F 3 4 IRS PRODUCT EVALUATION DOCUMENT E D PREPARED THIS CINDER IS GENERIC AND NO PROWE INFORMATION ( ]ODD s ( DOC ) B+ ENGINEER GEN DL'fS Dvm P ) FQR A SITE SPECIFIC PROJECT. ,.. WHERE THE SITE r1101N5 DEVIATE THE. P.€ D C INTONE a GONG FROM is PAN i p N 1R' 0 E MATE FENAiE m a ANEUMIE PLUS AHCli0R5 AS ,AAIiIF'ACTURETI BY ELCO W 5 C,C71CNt PTZQOUCTS. f L - 1 IN I /4'e ZAMAG NAR Ad/C•fDRS, AS MANUFACTURED BY DEWIER, NC. {b) CONTRACTOR TO 1E RESPONSIBLE FOR THE SELECTION. t•TURLTMW*E AND 015TAt1AftON INCLUDING LIFE SAFETY OF THIS PRODUCT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL RE I 3.j4% 2" FOR ELCO PANELMATE AND BASED ON Tw5 P CO, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE COND11045 (h:TALED ON THIS DOCUMENT. OONSTRLIGTION SAFETr AT SITE IS THE CONTRACTOR'S RESPONSIBILITY I 3/A' FOR ZAMAC NNEN ANCHORS. < THISPRODL EVALUATION DOCUMENT R NV IF N.T LV OOC'UME RE CONSIDERED µID IIODIHED A. 2) CALIF-N a SOl1D-SET ANCHORS SHALL BE EMBEDDED TIES" N10 THE POUNEO CONCRETE tNCM EMI�OMENT INTO () WILL STUCCO SEMI, BE PERMTME t/4` 0-20 SCREWS USED SMALL BE i 1 f2- LONG MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. REC�ISTEREO ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MH/CUM FOR WALLS WITH ND STUCCO, AND AMP•' BE HEADED SCA'W'S OR ALLNREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E. DA) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BIJT WITH WING NUTS PROPER USE OF THE A E0 ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.EO. ENGINEER, SMALL SUBMIT TO 'EMS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, A3) IN CASE THAT PRECASI STORE- PRECAST CONCRETE PANELS: PAYERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG SNOI OH TO REACH THE MAK STRUCTURE BEHIND SUCH PANELS W THIS P.E.O SMALL. BUR IKE ELATE AND ORIONAL SEAL AND SIGINAIURE OF THE PROFESSWtaAt ANCHORAGE SMALL. BE AS MENTAINED IN AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (8) TO.,A'}ftiT_NNG. ,CB I ASTM C- IO: 14. SHUTTER MANUFACTURER'S LABEL 94AU BE LOCATED ON A RTEAWLY VISIBLE LOCATION AT STORM{ 1/4- a TAPCON ANCHORS AS MANUFACTURED BY I. I W BUADEX, NC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL SWBE PLACED FOR EVERY OPENING. LABEUNG TO COMPLY WITH SECTION t7095.3 OF THE 1/4' • A 7/8' CAL(-N ANCHORS, AS MANUFACTURED Br DEWSMALLt, AMC. FLORIDA BUILDING CODE //4"e X 3/4' SOUD-SET ANCHORS, AS D63VBUTED BY ALL POINT SCREEN, BOLT a SPELUI.TY CO /14-10 PAMLMATE FEMALE ID ,AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �Ii1011I - 1/4` a ZAAAC NMN ANCHORS. AS MANUFACTURED BY DEWMT: ANC A T(( '410EN e.*) MINIMUM EMBEDMENT OF TAPCOtN ANCHORS, ELCO PANELMATES AND IAMAC NAYIN ANCHOR. INTO IIIE '1 FLORIDA BUILDING Non VelocityHu BLOCK UNIT SMALL BE t 1/4- ? / CODE Mass Done Zone ` 8.1) CµX-,N a SOLID-SE-1 ANCHORS SHALL BE EMBEDDED 7/0' IHTO TIC CONCRETE BOCK UNIT. NO - p,044 7 T a oTP."0 rlUiso. «P 21 GAGE GALVANIZED STEEL STORM PANEL PROM In., STUCR:C1 SMALL BE PERMITTED- 1/4- 0-20 SCREWS USED SHALL (E 1 1/2` LONG MINIMUM SHOULD �0 EXIST, * {'-t-�-z / Arr AND 1" MW"M FOR WALLS WITH ND STUCCO. £ -a t r N ` 9? mn: I STATE F I I L iE C o .mR: GLOW PROTECTION PROQUCiS, U C. t t, ,P wW A. ], r1,Wn 8.31 IN CASE TNAT PRECAST '.TONE, OR PRECAST CONCRETE PANELS, STU=- OR WOOD BOARDS BE FUUN F,' 40AI "L9"^w-,--AY . a, *., s X,nI �4 A. mM RW1E. rL 3]Ti4 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAR STRUCTURE BERM SUCH P \ F mN n1..AN PK,AT gmmmw-TNe. FAIL lXa -m> 20-175 ass ••• z,- r n1 -,ue _ ANCHORAGE SEAL BE AS MENTIONED IN BA) AND IN O2) 4`y TONAL ,wA to-mMUte -- A7f77tt/1Nfllt M,M PE M AjMpWiME/WIE _.jq w TR"RYA A 1XLrt .A, PE prlrT , B IX INSTALLATION INTO POURED 12ETAILS FQ,R REGULAR PANEL �NQ,�� OR �.QN�R.�.jFL RjaOCK �1 ii STRU�SURES _-(R E�1S dEDB 11C 11 CnNCfIETE CK C�Or10RE DONCRREEIE IAOCURED q' REQUIRED. #I CONCRETE AN04ORS, (SEE SCHEDULE nN.... I SHEETS 9 THROUGH tOR F:, - CONCRETE ANC7tGR5 (SEE SCrEDCA.E ON r SHEETS 9 THROUGH 10} 2 CLOSING POURED CONCRETE OR J I CONCRETE BLOCK I A4-0At' _ -. ,,.. N/2' '1/4- .1 1 1/7- II/4. fEOtAREO .�/ � --.w �,� N+@Wa .I_._ -. - _ __. _t I NAY.. _ _ .. __.._._ ANC CONCRETE ANCHORS : RET ._._.. _..rI ICSEE E ON , } ) ED I SHEETSa1FR000M 10] r;; R��t ✓rF!1 '/rr%'�. 1 : 1 r rr! I I i T-EN�y E"+ ,� /'�� 1 1. 11 I Is _: �.:YA-__. &-, 7 _3IN3, aaTs * II- _ .1 _: __ ,�H,'.-tar• LD ` 1 Q I 1 SEPANAi7DN {- TO GLFMSS. r D+eE 4M r ! tnrXN arm r•m SEPARATION 1 Aa1 raa pe4L LOpR, oAr r-e) { . 1 EXISTAK; (SEE SC,NEDOLE 1 1• Mo. (SEE SCHEDULE A L I - CUSS ON SHEET 3) I i PANEL LENGTH N ON 5}NEE't 3) 1 I I L V DUCE C SEE SCHEDULE d 1 Art. SEPARATION w' MP:. 1 T 11a4. 1 ANC CONCRETE HORS t ON MEET 3 1 S - d I -_ PANEL LENGTH 1 TO GLASS. 'i F SCHEDULE LSE ( SEE 5OFE 1 PANEL LENGTH I SEE ( I (SEE SCHEDUIt ON ( [ SHEETSH f A TNRDUG F M D I ;. v N t a t � 1 DFI 3) ON SHEET 3) t X 3) e i MEET ) ON SHEET .._t_ -.� � T gi{ r soxIY E. w A dd `:. /, , t ": - 111 1 r,. 1{ I'4Y-Mtt- i 50,E 1 Q nus 'I f ED DF 1' I E ..-�1 40 e ,h' aO. '1. ( ., .. 'S MAX, 1 I S i I ED I -I i ,l j .' EO 1 , EA 1 /2' p-�� I `C3' ,' ., 5 -,.-1_11'11,_� ,: 1 T N11• tMX RASHIA WAO -� - i j • 12 1/2- OL EXISTING CONCRETE CDPCRETE BACK ) I �'. , CONCRETE ANCHORS r'" " "' fj, , i . 1; iN1 ecelEl, TEN ,0PIE1r ifA ^-- ,-En-••, E0- t/4•-2a1'St VAL W/ NUT 1 REOIIRED. 1, ....- ---- ,_ L (SEE SCHEDULE ON - -- SWEETS THRDLLGN ;: -.} I µTE1PNATE ' i' NAa, .••. ► ,E 1jr O.e. _ 9 1n) W/�OtLY WlE7N SnW ...AEG LOGTCN .. 4 .. `4D SET a CALK -IN ARE tWSED a W/ inN€N POURED CONCRETE ALTERNATE CONCRETE- ANCHORS n�R CINOAOCRET£�B OCCK REnI UREo CONCRETE ANCHORS STAOMM W/ stub.: � USER OR BLOCK dEOu67m. (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON G SHEETS 4 THROUGH in) p�� I N+�N'��y�IN� BL7[�Y�ZJ-1 SCALE 3/8r1- 1L I /SAy�*y�tM7p� .SECTION ��N1.'n. J,L79i SCALE 3/e-1' yAy� � MOUNTING, {�LIp�Aw� ��ML�L� .liOYiY.9E ivLl_Avv^, SCALE 3/8-1' 1\ CEN .. FLORIDA BUILDING CODE (Non High Vfloct Hu one Zone E D. • ETxA DISTANCE (SEE SCHEDULE ON N911-fDO-0 21ATICMi OF SEC710Nc; TOP & BOTTOM MOUNTINGS CAN BE _ 0. 44167 s '* I * .*1 -Z STATE 0 - y.�. : 9••' " C%. tORLDP amx nRm, a. 24 GAGE GALVANIZED STEEL STORM PANEL a. - i L e PROTEECCTION1 PRODUCTS, LEG, 333 ♦N DRAWN'. . 6'/"1L � SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY / // y79 t4`. • . • I /TY/'Ad -- u. aA. R. r". 4a raw a.FpN n ss+M IN.r - en -roar Nr : INN Fn-RH ftal PAY. FL. . - DMw)w_?uA r;ML (MO.).-6797 20-175 INSTALLATION. '�ayAl ✓IQ •• %1 . MCA- 4Nr 4rArrM N.Rr.r N.. MIMM N.: 7f7N1N 1 nIEi m OLRA AIM W., PG as N4 ft-1" aTRrT r v 10 IN51A6l4AT1S N 12ETAILS FOR REGULAR PANEL INTO WOOD ALTERNATE LED 4"Tee' (A9+1.) fXt51'6i0 -.__ - •....--ri)GATmN BEAM REg1DRED. 5PRUC>'U ADEQUACY OF EXtS101G WOW SEAM TO BE CERTIFED BY '- - REG16TERm ENGINEER DR ARCHITECT PRIOR TO SHUTTER / -0) `L,� INSTALLATION. -LOW ANCHORS µTERNATE WORD AWC4QRS __ (SEE HEDULE ON -. 1- Mn. - : 9'v1• IRX *LyR1, Roo SCHEDULE ON SHEET I1) TS ,9.i: SVEE7 ) w ), ,_ _, "fO-r-EA-. .VC-2a1X,D,.4. 01 NUT rat' n. .; i/2• /2' 1 - MAX FlOEm HEADER -�._..., J 1 -- L- - _._ _. _ -'r Cam,, EXN5itNG-1 i 26 p- I REQUIRED - T_. I 1n•A_2a,r _ MAD 94n 'i lJ GLASS 1 1 : *000 ANCHORS 1 Y e ! 1/P OG 1 I (SEE SCHEDULE ON : --, 2. III' �' 1 y I fi i a {SEPARARION TO ) , 5HEF1 „) _ 4 i II ._. -.4 GLAS&(SFE I 1�, I SCHEDULE e- IJ I jjj' I "-,-;70.1• WI SHEET S) u T! TR 4 I I t u YA:. i i,'STi SCHEDULE ON SHEET 1 N I/dv-Tat• q• )LAIC.. ei r PANEL LENGTH 1 r I 1D45N O.ON T•f1 •E• MAX 4 -.-_._ - " N, r i -_.- AT DerMI'M (SEE SCHEDULE PANEL LENGTH -..... .. T (SEE SCHEDULE EXIST I umm 00111.0 DR SHEET 3) -, " -.. s_ DN SHEET ]) GLASS - - 1 I 1� r J 1 i i 1 t1 � OF 1- I 'ti:) . I OF 0'� I .. _ ;X RI MAX r--.. �� MAR. 1 �,_f 1 I f 0 t2 1/2. O.C. L _.,. _ -_-._ NO FINISHI I I ALLOWED I- ' I ' I I "- EG - T ' NrAD ears W fel4 ac ___ _ - Ill"* WOOD � - - - DECK REOURED T'vs' WOOD PLATE- .y : _ - R EWIRELI � WO00 ANCHORS __-_ WOOD ANCHORS -tSEE SCHEDULE IX4 (SEE ON -_ 3/4 _- _- __ SHEET N) SHEEP VSCHEDULE ,.__ _ _I - --- 2' MID.- - .1 _ -.. - C�GLAOG NAME AW SCALE 3/9+1' i��N AL NMM1INA,SCALE 3/8-1- 'r-, RA ...rLCSF'. him Tyj.TF,�ga CONfA((►971ON_(y� Ct10Nf; a•4,.. 671. C No. 441 `2 FLORIDA BUILDING CODE Non High Vela HID cans, Zone) 1, INSTALLATION ARE ONLY VALID FOR MAX. A-S.O ' * 9 S Rmae"Lunk - TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS iN ANY AT TO 5 (T ANY COMBINED U tL SG4TE 9'• 24 GAGE GALVANIZED STEEL STORY PAffEL AMA, R, W R H DULES ON SHEET INSTALLATION. 2, OR NEW WOOD FRAME CONSTRUCTION: WOOD y .'O; 'I-0W ,,. Ito •. _}�.::"--. e14,ry _ C GLOBAL IL PROTECTION PRODUCTS. LLC. � MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC y/••••• - -- EC O INC. acre m DENSITY OF 0.55 OR EQUAL, E 4N NAL +..,� a ANr ,eOD S.N. III RIEE'T OMC R. in'. 7NNnH1...ML , / N atW *. r a NIMU rANa1M n mr - POR �-,NM_ OIR Fh-,W ft-24 (eM1NM-n A FAT DMM)NR_4 T 20-175 P.E S2AAI Gk,nm/wf MUEA A r" 0. P6 f .eplN.. w M ,. L- pReleNP N.: am ) as to to a) CD C_ Cn —Cu O U L_ a) Q C O O C �- Cu r0 Q- .a U - Cn � C N -0 U O '^^ V/ O O L_ .� L O N Cu O O = u_ y— O _ Cu •- An w II. -CD (U O L w do O m CC, V 04 0 ai Qa . ea o a_ fA 'O " t 0 d d 9 Y r N O_.0 O W C as E s c O W ++ 4 fY 3 ; m • F US CD W _� N C O 5. =.2 ?. " , .g 4 = E O d V w VAA w J ^W` W _— m O La Q U 0 O 0- V / CIO SHEET N0. SH 1.3 T I L n r' r 1� r Tlt1i� Q N� CLOSURER INSTALLATION IN POURED CONCRETE. f ONCRETE BLO K OR WOOD $TRUCTURES: VALID FOR REQULAR, LiFE SAFETY & E—Z HANG STORM PAL � SYSTEMS - -it i 1 ;. VASES 1 1 r0' WOW FmIE 2" . r a .car 3705 H-ta OR ,,S IRX..2 ® 1� `M1IXA,IfA AO"_T5 N-LOr cwNi A,11M, , AMAX WITH ,/4•# . 1 3/4 _ N T 1/2"I TAFOON a IS-1,POURYD T) -Aum It I ''_ 1 O x i 1 #` TMCOtIMLOCx OR 2A4t� PRATE � • ,E' b:f a 1/a' ;., 1 `,_ i A£pJWEp CTatC,'rtiE 4S':,. ; v L. : .- W,.•- a' # w9oo A MAE I, OR� v1 r�£ouwEa Hrr wv.E3 1 1 #-11 s GAP r J u T AWSOR -4PECA, LEAF A E L£p ACA TO ♦ A• 3 OC ri' . 1 2', 2".-M VASES } >] 1 �^' ' s S' + ,dam". r Mat BJ< L <13S, AW. AICLX OR t ' 1 _N154 SN .OW 3 46 FET 1 PpUREb CTT .r s r I CONCRETE, �r aL0t3, M x WtX,O TiAVAE Y X 4'x.1 � 1� ,NR:+' ,@TK VIAL 6IXT PUTT t 'I a 1 ! RE"M D At 31 -X}4 DR ItOW-m uaOY ?'"'I 21/T' ..� �>s�.. �.. ..w oss ( i—' �� f CO/lf. AtIN. ARdt Sr' IADA• 1/4~ w -I MO.. GAP IJ4' { c bl , . • OR 0 OR W6]-Td ALLm r tY SST -C-t `A. wJAMxNur CR.I AM+. ANGLC P N) SE _PLR) CAS D (PLAN) CASE A (PLAN) CASE B f LA C i N fig_._. _� { SCALE 1J4•-1' SW.F 7J4'-A' SCALE 1/4"-1' STALE tj/`-T` T OR CALK04 __11 -. ECOp�TPANE4WTE _ - I-•. t - 2 ~ '' (� CikKiKtE N _. r�0 TRM AT-FEMA.E O AND 4) a M IV. BOTION OR AMaA%TE tU£ fSf1' 1 1.SX POM COtiCRE3E, i 1 ''••J ' oR 2%' WOOD 3mFS Or OP'FAW+D 4CHIMUE ON Att7E 9. ._ - (MN. PANEL CONCREIC W.00N atF .. YARIE5 r1Z JIMME RwUMED AS MPIICME to ! 11) OVERLAP BEYOND 2•.4' .000 PNAMIL Y tAy l�"►f OPMW MOTH) I' .POLO OWiCWETE. raMORETE RciumO '� 1 "� y &DON DR 2.44 rrooD r MME I { �) 2 . '7 I -' VARIES rI j+ •(:1t (1 J � EIEK< w! AMpKgFb FRONT ��11 RLA TENSES ro s No, D PAWL 1 w1 INrvm CUF ENPAMFa) (w x - 0.0 DISTANCE -., 1--1R+t�t (TYPE) -..,--.wi '/��. , ..fi ____ _ W".0144„'I"A CASE G (FLAN) ' /'� :,_.7a. r , as , .`:m �t�ay'.,* "i/T tie SCALE t/#`.i" //// ' *- •••••••••••, VALID FOR 04RECT MOUNT INSTAWitON ONLY t A ��_> 'An r •' aG '•\•1GENs'E• •'1. yT'A`�, ! CEl1TiF7EO PANEL INSTALLATION AT WALLS w/ , SURFACE LEVEL VARIATIONS WDON 3/4- ' No, 4416T -I W * . * if FLORIDA BUILDING CODE Non High Velocity Hu T1eAne Zan s CASE E LAN) ASS SE F (E N_'! 'cr am ttn;A INC. 24 GAGE GALVANIZED STEEL STORM PANEL rl' p F h : t#44, Dauw N: SCALE 1/4--1- SCALE 1/4•-I' S.1`r„ 4Og10 ,. - ^----t AT 1 1iL E G O GLOBAL PROTECTION PRODUCTS. I.I.C. p1 aat : r6tc. le"no -j _ 11taR . t Mw 1% a, wpm Whit, R. 3371# t'Ld'TG> n1. K. m l,M w,iF. 4NM0if. A a}XR. i f' A'Mr . use w-,,--,-.AR m-+tH PwwL CW)60-na NW t6d.Xm -M 20-175 a-0006759 .r.. uw wr.« tWP u6R.9TD N. P.E SE 1j9PVi+uY,dDME - o4cuW A TALI h- ..IL W4 •+' wWT d W m (VAUD ONLY FOR PANEL 1ej•INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. ALSO. DESIGN vRAIINGE (P.w.f,) MAXIMUM ANCHORS SPACING FOR E,&. - AS SHOWN ON SHEETS 6 t 7 - APPUGBLE IO TOtWA ,x, TH€M U" (R•) TAPCON LAr SCREW PANELMATE FEMALE 0 PANELANE PWS MOOD BUS 13` 13' 13, Tr t3' w (RIP) i' 3 t ' 3 13 S r ,W BOTrov ( ) a t 2' B I z _ 1 6 2 6 i y n e 1 4• (1DP} 6 1 # ! T t 2 2 ! ' 6 1 4' / __ NOIRE• ( ) 5'-&, OR a_ °• a - e - 8 - — .30 (BOTTOM) ___ - _._ 40 aP +45 -45 OR lffi - 1]-� 1r -- I 3 T3 13` 4W (BOIfttM) 1r t S i3' 1 J a 1 " f T W (TOP ) _ taT...-_ - 13` 1r 13 r nF (WTMV) 61 2' t B 1 . ! 3 _ 6 1 2" �- J 1 - B 2 /_ 6 t 2' / tY oP ) .-,� _ _ B If4' 12 t/T' 8. -1/-4' (BOR •) >5'-D` TO 4 7/2; _ 4' - ,/2' B In' - �- (TOP) t4'-4` _ t le __.6 3w TtOM nT2• —__ 9 , n —_ t ` 2 t Y 4- W (RIP ) --- ly' 73` IS" _- ,3' 9 1/T�.. (80470Y) • SEE TABLE 11 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER N ISI USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. RSA. DESIGN PRESSURE RATING (P.s.t.) MAXIMUM ANCHORS SPACING FOR ED. -. AS SHOWN ON SHEETS 6 & 7 APPLICABLE ALTEIQTIOE5 &t= of THEM INX•ALN PANEL LE11CTIt le 03 TAPCON LAG SCREW PANELAMTE FEMALE 0 PANELMATE . __ WOOD BUSHING tr Ir 13' Ir 13• Its (TVA 13` 7 3 , 3 13' E BDTRW v ( ) _ I 6, l2 - T 6 t /2 8 k /2 6 f " /T 6 1 2E / flop) 51Go Lt:� - 8# 1 1 6 1 4 - TY 7 1 ' T ! a M _ f7�} -7 1.._._. 2 3 - -- e' -'- a - r - 3 .__-.... 3 3W (WrTar) 3 3 (HOP) >+45 -45 ro 475. -75 _ 1 1 __— tr _ __ / r - _ t 1 - 13'� 4W BOTTOM (BOTTOM) r u to Ir tD ,w ) .�- Tr 8 2 — lr - tr Ir _ 6 t 4` / to (WTTW) 1 2' � 6 2 / 1 '-- 6 2 T-- B 2 ! �, 8 2 / (TOP) - -� _t 61/4' 12 1/2- 61/4' 2R (BOLT.') ), - _�-72' 3• 712E ! 7 t2' / - tNOP) TO 7'_5• 1 . _-_ __. ��-_ � 1 3 1 2 i 3 5_Z / (TBP) t3�..- IS` IL 13 _13. r t0' 4W (BOTTOM) • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS & MAX PAPA. LENGTHS COSIES SPACER ig IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET S IM di A A.SA). OESIGN LOAD PANELMANAM LEt 40 PSF OR LESS W-B- > 40 PSF TO 50 PSF W-2" > 50 PSF TO 60 PSF W-to" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffAALE ID OR PANEL MATE PLUS ANCHORS & W/ Su{((t)68+Y$y. 1/2A O.C. FOR REGULAR STORM PANEL. I INSTAL L ATiONS INIQ QQNCRETE Ac CONCRETE B=K; MUMURES (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX. AS D. DESIGNP PRESSURE • NAXMIY ANCHORS SPACING FOR MN E.D. PER 9EL014' SCHEDULE APPLICABLE � SECTIONS ! I= ANOMUY LENDiM f .) LM%, A.5,4. PEE (P• BEIAFII MA7wLaf ANCHORS SPACING FOR MN E.D. PER SCHEDULE AWUCARR,E TO SECTIONS 0 7 IMX11A1RA PANEL (n) TAPCON SOLID -SET P1.iR5T 71V6LC-NAWJN FJa14-M TAPCON SOLD -ail P TAMPC-taUlN/ CAt/t W to 1 To tO TD m aim m m W m m -OR #a LEJS 13' 13' t1' 13` t3' Ir Ir ,]• Tr ,r tr 6,-a. oR �S +4a, -45 -0 1 r ,' 3 7' 3 r3' i' ] t' J Fr T3" 1' 3 TS' a 1- 1 1 1 2 i (TOP) B,�,- 9N iXS4 I, 13' t]• Ir _13' _ it 13, 13• t3- ,r Ir Ir I it I (BOTTOM) 13• 13' tr 13, 1r 13- ,r I7• tr Ir Ir 11 in i (BOTTOM) lr -_�. iS' Ir 13" 1 3 1] t 3 T • } t • 3 Is, 1 '-1---9-" ] i J .� 2(TOP) 13, 13' Ir 13, it Ir T3' tr 1r iJ' - 1 J" f , n 2 (TOP) _ 13 tr I J' 13' 1r 13' J �` 3 , 3 t ' 1 1 •- 3 = 1 teotto4 2 ) 3 ] -13' f1• 1s 3 s r ,r tr 1r �]• n (BO*IOM] - tY sj' - !r 1rtr Ir"- 11' ,3" tr J.� (T�) , 3 13" r 3 t' 3 , 3 T^ 3 1r 7 r 13' 1+ . TII n Jtr(TOP) i 1 2 n 1 t 2 J2 61#`614'' t JT - °i t 4' fl14`3 J BDtTOM ( ) - - t t •, 2 JT 2 13 ! 61#•a/4' ! J xt2 l 21 ! a - - 8- t.4. / 6I4-S / (NOTION) _a• • 6•'6'r"-r _ E' r a" a,' 1/2" #(TOP) a' 5 1/2' e" a` 6• 6 1f2" a- 1 t/2• a' B' e' v 4 (FOP) e_ a 13' t r_ r3' TS' & tJ' ll [[ it 1 • 3 a' t3" 73' 13` 13' r11712 8 - 8 _ i (BOTTOM) t3 i t3t}'u' M a' e 6 tl - 1J' - ! ,r tl t/T / 2 _..�. i ti n 4B (6ottOM) (TOP}t' .-_.__- d• _P_) _♦49. f3 t' 3 ?J' T3' ,J` 5 (TOP) ,J' t3 ,3 t3" 1 3 6 1/4' - 13 13 a i/,F i80 ) 6 imM. 8 `� GDP) _ 6 (aOTi.") t' S ,i S t' 3 3 '' 13' 13- S 1' J U' ,' J 1 ]" 13' 1 r 1 r I r , J 1 _3 f 3 —__ 1" 3 t ` 3 -_. _.._ 1• 3 --'- ,r _..3; t3_ _ 13' -_._^- 13t1' _• - /3`-- 3 _,3' _ t_ 3 ,IJ" __13' 6 1/4' a 1t4• 6If4' 61Ji• -_._ _-- _. _ 11/4' 6 I/#-. 6...1�4" 6_I/4' - -__ - 6 1/4, a ,/4` a (BOTT.•+ 9r S• ,3" f0 In ,r 7- IS- ; T 7 1/2 15 1/2 Ir 4 to k "a,)a63. S -4' i0 t#-4 tS' e` 13• 1r tJ' 8 1/2' 73' B IJ2' 9 t/2' 6 in IY $ t/T' t } 35'-6't ro- 9^ae T3' 7" i3'-.. ii` 1r B 1/2 ,S" l 9 1tT t(f 1J2 7i/i iY 6' 1 (BOTTOM) it T 1/2' IJ' 1J' e3' 10` it To II Be- is' ° i/2' t (MOTION) 13' iO ,n t3' Y _ il' 7° T 1/2 5 1JT ,r I4 1/2. 2 (1t" ,r 6• 13• Ir l3` 6 t1Y 1}• 8 IJ2' 9 t/2- d 1/2' 13' S Ijs' 2 (LOP) Ir Ir tr 9. 1/2 13` 44 1/2 10 1/2 7 1/2 T+r �b 1/2" 2 (BOTTOM) or 7 I/Y tr 13, tr 10• tr_ 10, it' °'_ 13' d 1/2' 2 (B01TOM) di -tJ' z _ 13' 1 2 2 / 1/T' _ t 1 fl 1 / A' _.._... 7' 6• - 9 1 - n 6 , 4' ! 3 1/2' __ i " 3 1 t 2 n a' e• 9 t n a s) ! #' _ le 1 2' -1 4 in" s 1!2' 7 t 2 / 1 - 3- ,y` 6 1 t 4' 6 L_ 2 1/Y 9 1 n 6, 4' J ___ 1' _• 3 ) (T 3 BbT1fNA ( (TOP) 4 (DOTiYai) it 7 1 2' / t3' � 13' 13, to' �tY 10' 11' _ _ a" _ _ 13` B I/Y 3 ) ERNE�• --_ i 1 2 n 4 2 / a 4• 1 / 8 1 #' ! 11 i 1 1 2 2 t 6 T ! a t 4' / 3 BOTTOM- ( )t 7 1/2` r e' 6' T �•a'a`4 1/2' 3 IJ2• 2 6 f/2` __B"9 3• 4 (EQP) a• - 8•.� e,--6'- fT - 7 !Y -� (MDFiw) ,r 13^ ,r 9 1/2' tJ' 0 1/2• O 1/2 7 Ilr i3` ,3' a Ilr Ir 13` IS` tr t0-11`a`'/2` 5 (LOP)t3i3' ,3` 4 1/2' ,S• .9 IJ2' t0 tjY T 1/Y t3' 6-M)11' 8 i/2' Ir 13' it _IV' 10" tr IO` tt' a' 13' 6 1/T• 5 (007TeY) ,}'-1O ,/2 13' k T t3'. 7` 7 IJ2a-n il' # off/2 fr a` 13" 13' ,]' B ,/2" 73' a IJ2' 9 I/2' ° I/2' 13' 6 ,/2' 0 (7j� IJ4' 6 Ile 6 ITC 6 i/#' - - - -� 6 i/#, a ») - - e tji' e i #' a tJ#" 6 t 4" 8 I .'! 6 1/#' 6 (a6n.") SEX law It 1M ANCHM TYRE t SPACM FOR SMA41AM16 INTO WOW MINE NAB" S w MINIMUM ANONIOR SMAKS AW fMPMFM EDGE U614W ARE NWCAM ON THIS SC.9DMX. MR ED. LESS LIMN WWAIM ON SCHMU REDUCE ANCHOR SAWNG B! MVL1wLY•O SAACPR7 SHOW ON SONDME B THE YOUOWwO FACTORS. FON INS ORICIMMON 70 IN MSSMLL REDO= SPMNa Oeup" t=4 FACTOR you Mix K Im THAN A•N11RAI SPACR O ROK•ATED FOR FAG' ANCHOR rft ON no SCH OLIL le i 11 1 4' t 4•. 14'. ANCHN UK iNMGai ...._surer -FrI1TiM4E P11h1Y1t[ PUS DAXC-48" CAI[-•1 1MMO,t ANCHOR VACI G (N.) S 3 3 3 11/1• 3 ,/2 MNOAMIM ttomm � 3 3 f/Y x 3 �Ilr 3 I w"M OLD,)t4DO, 3.,v 31/r 3,.Jr 3,/2 3 Vr ACI W WK OI6MU I'Aam t/r O36 _ -_. _ _ _ _ .. - 2 r�• _.. Sao _. -- am -- x• o#R am ao - - ass - 3 'Ir - ,Ap , sa - ,AD 140 "" SPAGNNGS ONLY VALID WNEN SPACER IS 1.15ED. SEE T�rB6K &1 FDR MAX. A.S.D. DESIGN IAAM IY VAX. PANEL. WHDN SPACQ4 IS USED. I Ell A AS.D. OESMN LOADMAXIMUM PANEL LENGTH 40 PSF OR LESS 6,-6- > 40 PSF TO 50 PSF W-2' s 50 PSF TO 60 PSF V-10' A MAX. PANEL LENGTHS ARE OINA.Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- D.C. -_ __ __ _ _.. __-_ _ ,..-. ANCHORS (SEE SECTIONS Is ALTERNATIVES ON SHEETS 13. 14, 13 &IS)-.- -- - - -- -- , 3• vM, R-tA/13. R-2A/13, R-3A/14. R-10//3. R-29/13. R-311/14, J MAx -t" .. R-1Aw/i5. R-2AW/15, R-31LW/16. R-19W/15. R-20W/15, R-38W/16. t'r�_. (DIM",Q, Iii O o 0 o O o 6 r_ ____•—_ ____ --- --- _ _ --- - ---- T I i I'' � i i+ i 1 i11 f 9 i l I P i L!2 - - ! I/4°e-20xt' S.S. BOLTS W I : 1' /•� (USE FOR PANEL LENGTH p^., ! M" ! (1 I OVER 7'-6.) 1 7 i ( PAM! LENGTH "STORIA� I -': REGULAR PAJ•1£l - I REGUTAR STOW PANEL ` i 9•-a' O .40.0. -40.0 PwX - : W / MELAP LID PANEL LENGTH BU t ! T) -- j '� - - - -- - DTI-; - - - - I LIFE SAFETY STORM PANEL ' 0. P _ � I ! p _ 0VEI0AP NO PAFAJ, LENGTH Wt. (W/0 7) _ - ._ A ' A :. - USE 2'-9' Mai. PANEL LENGTH ' , ,:. - - I I _.�' .,T 1 , 1 /4'w-Toil ` r ..I- _ - _ e � _ _ .. •.. . _ _ _ _ ., _ _ . _. AT ALL WOUNNI e5 S.S. BOLTS W . iJ__._ AT EA. 6vER4AP __ -__ ____ _- _ 6. I _.-- _ ___ _ F._ , -. _ . _ _.- 1 , . 1 Ii j - 1 - I - --- - - ((2) ION 0 s E AFEISTUD 1 11 - LIMEL B O LIMEArt NNERS . PMEL BOTTOM. CARTERS E Q OT(�) WINO NO AT I EVTER198 WIND NUT AT - }' wNTt LEFT PANEL JtCJ.ALL{EY1x RIGHT PANEL 3''NOi: t INSTALLATIONS ONLY VALID FOR WIND I' MN. R-to/13, R-2A/13, R-SA/14. R-10/13. R-21/13. R-39/14, 1' MN.I SPEED UP TO 170 m.p.h. R-LAW/15, R-TAW/15, R-3AW/16. R-19W/15. R-201110/15, R-3BW/16. ___._. -_ _. _ -- ANCHORS (SEE SECTIONS t ALTERNATIVES ON SHEETS 13, 14, 15 till). _. .1 __ -. 1/4' MAX, CAP x, LIFE SAFETY STORM PANEL J) ELEVATION (t) iREGULAR 4WN. 2.58 SCALE J '.1 REGULAR- STORM PANEL ( r STORM PANELm^ r N1u -. �._._ t -- r _` YAX GAP /' \ 1}G, v;�'t,, r, . ;_ � il_xtr 7-\ t r-- p_s ' _-_ _----..., -' --- --:_ -'^! - -- ---. , ___-- __:•._ _. _ - f$7 m-_=-°-__ - i m TL•: E ... LIFE SAFEI7 PANEL i * - : IF 3 FLORIDA BUILDING CODE Hon High Velocity IN% lcone Zone) �� y .�•. O Q' a Swam m'14ca, 1Nc, rr. :yF� /OR10 ' tiw,f 24 GAGE GALVANIZED STEEL STORM PAWL ONM. e1 SJ N "'iN�`�� GLOBAL PROTECTION PRODUCTS. LLC. 07727/amt = IL E C O tNo. DPI£ SECTION A -A ter, i6O S.w. 69 sLR@T SCALE 1/4'-1' / ! ". 't I o XPw 4 it 3M NXR► wom, a a s O.W. M U31A PN-.010 1-1xMaw 42411 -,aa, NIW,e (W)"OE 7a4A f_ twa)Wn_Mr 20-175 P E i TUXE/OATE CbOOawRl4 WX• XXN.Y. RMt ateac b 4pLip1 A ly0 M.• PIE IN uN S HST 12 of is MAXIMUM A.S.D. DEStGtj PRE53URE UJINQ (R,R,f,) AND QQRRESPONQING MAXIMUM ANCHOR SMING SCHEDULE FOR REGULAR STORM PANEL INSTALLAPQRS INTO CONCRETE it CONME lj,CK STRUCTURES (VAUD ONLY FOR PANEL (Z)INSTALLATWNS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) wx A.SA, DESIGN� PRESSURE (PIN} MAX" ANCHORS SPACING FiM Mal E0, PER SCHEDULE Sam IV APPLICABLE ANY MAXIMUM LENGTH .r MAx AS.D. PRESSURE RATING (P-n.f.) 2MXIMUY ANCHOR$ SPACNG FUR Ilaf EA. PER SCHEOW BELOW I ALE ♦ tMXgity PANEL LE'N6tt1 Ill.) TAPCON - SOLD -SET PANFLALI FLU" D I FILMS As 2AJMC-%MUCH CALK-L. 1N TAPCON SOU& -SEE PANELMOE PLUS 7NMG-NANA1 CAIX__NiRATING 70 m 70 m m m(f4) TO m l0 m m To or THEM >+65, -65 m +76. -7S #r tt' 13' 11' t3' Ir tr 12- 13• t0_13 m-a OR LEss +7T -75 41"L-flies t3' 10 i/2 tr a in` IJ` 8 1/2' 7 In' 5 ,IY t3' ♦ IJ2` ,tr NOR ES LESS n' t3• U' it it Ir Ir Tr Ir t3' to• -t oN) 13• 6 tn' ,3• Ir- 13• Ir t3' 9' r0' 7 i/Y t3' r i (BORON_ 1 tr , J , 3 ,3 13• , r , 3 , a ,3' v ,rr13 tQ1 n 13 fl n ,a 8t2'71.'3 / n n f 3 t rr (*3 2(1 } x 1' 15' 1J' 13• 9]' 43• it 1• 3 t` 2 13" t0 2 BOftOM ( ) 13' T 13' i3" 1r • B n Tr 9 t /Y 0 t n i f n �' f1 ° 4 n 2 (eoTloM } 1 1 li• r• 3 i'• 3 v 3 i r i } t' S 73' 12' 1` 3 1 •• 0 (TOP7 13' .-i' t' 3 t•,• 1 1 t-2 9 n i '� 3 9 i -101 / a a !! t 7 a - ta• 6� 3 (TOP} - - , 1 /2` 2 tx t / T 6 4 / 8 4 / t , 2 /a• 12 t / 2 � 6 1 a' / 6 ! S (BOTTOM) rz i 2 / 2 n 6 / 6 T / 12 n 6 1 _.0 / - I - e A / fl t ! 3 (BOTTOM} 9' a' ] !3: 13- 1]` .. __.-.T.. S' - t , rI" �_" 1 ' 1 .. a' __ a 13' IS• _'-_.+ _13` 6 1/4' a' �- iJ' 13- ._-_.---_. 1 ' 3 a 1/4' - a' �- d a' _- 9' ..� e '6 7J2' ___. n' t • 3 t 1: -` 7" I. ,3• tJ' S' 1 ' T ,Y R' _.-.. a ♦ If2. �_ - _OM 4 (mF) 4 ( 917T1GL1 ) T `__ m ' ' r r 11. 3 ...�. „_ 6 9 ! 2 T 6" .__-_. 6 , fY t3` Ir D tn" IEEE -.. tr td• T .___ a' it {S" _ 3 I/2' .-.... - 9' 9 tJa` a' a` __._1-..' f3' t3/Y f3z I {' -"_ 4 t/2 _`__ s , n f0' 10 1n'7 ____ ..1 I' n 3 -__ 7 t n I/2' 3 n ° 1/2' _. _.� r ,J' ,3'6'S _._._.__ t, 2 1/2" _...._ t 6' __ n 4 (tLW) --..�_ 4 Bt7T10M t ) 6 (T'>ai (BDTiOM_ ___ (TOP} 1J' iJ" ,1` a 1/{• 43' 13• t ` 3 13' 3' 3 t;' 1' o IO' S iO7P). i:--- (M&TTOIA). _-.,._ i]' B 1j4' ....,..I _J -- 1S' - -__,..-.___..�-. 1 3 - 12• - S- 6 ile _. To. 0 8 I/i• .-v _ (LOP) a t601'T!•} ,�` -_._ . 5' _ 13 _ ....___ /2 ._.. .. 1S' .-...pi n! 6 1/4' B 1/4' 6 ,/4' 6 }/4• :9 IJ4' e 1 a' - ' - a i/4' 6 Ij4' ! (6DTT.••) 13' 17 ln' 1r t3- 13' 10• fr 10' TI• r tr d 1,2 T {!OP TO 70 6'-O' 1_` 3' ,3' t0 t 2' J tr 6 T /f` 11• B IJ2' 7 S 1 it I 41 2. 1 OP (TOP) M,�- TO 7•-5• iJ- 7 In• Irk' tt33'_ 13• 10 t/2• Ir 10 to 11 1/Y 8'� _ Ir j 7' t (10T10.0 A it 16 il3r IS- ,r 1r 9• tr 4' 10• W ) 1jY. 13' 8' 1 (at&Tp/j 13' Y 1/2 13' 1 13` 13• f0• �13• I 10' it" a' tr '° Ill' 2 (TOP) Ir S` Ir 10 I/2 13- 6 1/2' 13- ° Ilr T 1/2' a t/2' _ IY 4 1/2' 2 (TOP) ' 1' 7 2 1' 3 1r 13 10 t a • 1 10 r 17 2` 8' T3` T 2 (BOTTOM) ) 3 ," 1 t - 7 - 1 _ tr 2 1/Y 1 3 I' 1 t2 If2 13'' 1 r 6 1/#' 9 n i • 6 2 / 6. t/#` f r 1' 3 T F/Y 9 2 / 9 I " n B t/4/#' tl Y / 10 I T" ! - /2 7 1 i2' - ^r_ Ir 1' 3 a if4' n 1 fl t/4' BDTiOM ( ) J i (TOP) 3 ta07TOM) 1J' 7 ,3• 7r _ 0 13 ' to 1 n t1 ! - ' 0 /2 it I- n. 6• — _ ir_ T 3 (SOY - _ 7 1/2, - - 3 1/2' 2 i/2'I1T a• - t/2 8 _ 6 1/a' 7�1/2' B 7J4` 4' x 1JT' a' - 6 fj4' 4 ,/2- -w - 5"; - 3 t/2 6 t!4° Y_.. - 6 if4' _ 3' 3 (BOTTOM) s (TOP) _ m7"�-f--r g' 5 5/2' -- r 3 1/2• o' 4' 4 1/2- 6 IJY 2 iJY A crop) IV 13" _ 13- - 7 v/2' V I/2• 7,/2' B" 13' __. t3- ,3• 13 ____ ,3` 6• 13' Ix' - to t/2 t0 1/T a• i3" ,J` t0 70 i r t3' ��T 13° Ir - '7` 7- 4 (BOTTOM) a (TOP) 5 (BOTTOM) o (TOP} 9` iJ' i - ,6 If2' 6 1 J2' 13' 13' 6' 11' - 9' Ir ,r -T S' 5 tn' t0' - 7 tj2" r U• - 6" 4 (a710M) (LOP) ,3' r Ir 13' 1]• B t/Y 1r .9 IJY t0 1/2" 7 1J1' 1Y 6" 5 (BOTTOM) , ) S' Ir k3' t $" 6 / Ir a i • n 1 t /2 e l 2' ! t3' ♦ i Y,3' / (ILP) 6t/-.I,/. o 1/4' 6 1/ia 1/4 6 if4' 6 (80R") 6 i/4" b IJ4' 6 i/# a t%4' _ 6 t/1' 6 t/4' 6 (fO}T'•} SEE StrST 11 FM NKt101K MR t 50A 0` FOR Y61NL-TIONS MD 0000 MINE 1kMUMM • M~JM ANCAW SsAOMOS AM MINNOW WOE INSTANCE ARE POrAM ON THIS SCHEDULE. YOR ED. Ins TWO ROCAIM ON 5C oMLU REDLM AMW,M SAACND In MULTMIWID 104404 SHSMN ON SCHUNA1 of THE FOLtOMM FACTORS: FOR ORB OPERATION TO °E Passaic REDUCED $1CC0 Who" LOW'ATOR SHML NO, BC LESS THAN .MORN SIMCNG 11erAw FOR LAC. ANCHOR ,APE ON INS SCIIWUE A14(BIUR TYPE t/4i 10004 i/r. ENO-IM, 1/4'■ I/C 1J4'A TNMa^°Aim 1 f4"I Cox-w WIwAAf ANCHOR BRACING *) 3 ] 3 3 3 'Ir s 1/2 NwfpAtsNl losE Oa) 3 3 try• r s 3 t/2' 3__ DISTANCE",)NL l J 1/E' 3 t/2' 3 t/2 31/r __ . ACRa6 OK FACTOR „fr 03D _ __ _ _ - _ - __._ e, OJT s** oso - __ am - _.. -_- ,AO i.OR •" SPACINGS OKAY YAL0 WHEN SPASZRR IS USED. SEE RATER 11 FOR MAIL ASM DESK,Y4 LARDS & AIA)L PANEL WNEN SPACER " IS USED. 1/4D TAPCON--- --(jlSix/G vOWIED ANCHOR O 9. O.C. CONCRETE NU Yj> CONCRETEKOCX 0ED"L ED r .44167 It : * STATE NNF, ORtT� A _76NLJI AS.D. D£SNFN LOAD _ MA)NMB1 PANEL LENGTH 40 PSF OR LESS 6'-a• > 40 PSF TO 5G PSF W-2' > 50 PSF TO 60 PSF W-lar A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS III W/ Qq SPACER AT 12 1/2. O.C. "M nTIM AIc 24 GAPE GALVANIZED STEEL STORM PANEL Dyy,yIn. BAL PROTECTION PRODUCTS. U.C. 1101 m/WL L E C O 11flc. .NW 6w. a s"M to-V L M14 (WAR-P,w T'NP (A400-Inl ti ,: atr APwM a,1BOR a w p 20-t 75 4PRIM s- r -... r� - Oft-4 ,4t. INSTALLATION DETAILS INTO POURED CQNCRETE 1/4-0 1APCLW_ EXISTING POURED FOR LIFE SAFETY OR CONCRETE BLOCK_ 1/4-0 TAPCON PANEL I i l STRUCTURES EX1511NG POVWEO 1/4'0 TAPCON �X151NR) PptRRED ANCHOR O 9' OC CONCRETE OR ANCHOR O 9' 0.0 - CONCRETE OR ANCHOR O 9 OC • :.....-ClJNCPf1E OR CONCRETE BLOCK REQUIRED-11 %f�it CONCRETE BLOCK REWIRED. Jr CONCRETE BLACK REOUwEo.,t�� ( 1 ED4' �; I E. 10 / 1 } 1 I Cl) a t t 1 Mn. a i 9 I t/s'.-xA,• EXISTI� IAS�.._ 1 1JRwm.• a I_. I 1 - -SS Yt0.11 W GLASS 1- 'f j "--YS, MAm w ORiwM A fA O� t r I 3 � . a.. �' �. _ ,.. -y UNIM, LENS -:; N 1 q u®N wwX r a d_. N11 'r r 1 N I }+ 1• Lpx. 1' MAX. N 1 i }} 9 t I P P try It 1 ANSI LENGTH NFl LEND R" 7 6 4 9 4 - _�..:.,-.. SEE ELEVATION N SEE ELEVATION M I' Min. I I i ON SHEET 12) 60 i _ ,.. _. I (ON SHEET 12) SEPARATXXV- ITT . 0 1 E TO OIASS, b B 1 ! N I 1 11 a 1 �" I I �2 ! i --j I ED• ' 1 1 L LOP I {�t"'.�S} i s 1 _ _� l d Is .:.� :. fir 1 \I� i; ' 1 ,. O ,? : y f e .1 OC.. aO I L R I 1.- � L =-.114'0 TAPCONi I/4'0 TAPCDM - ANCHOR O 9. O.C. ANCHOR O a' QC. . EXISTING POURED CONCRETE OR - 4 9 CONCRETE 00 -CONCRETE BLOCK REOURED. Q�IM LAR PAN LS WALL MOUNTINGS SCALE &-1- SEE SHEENS 15 At I6 TOR ANCHORS RTo= TMIC - IJ4 • TYPE A SPACING FOR N6TALLATIONS INTO ,M'bW+ I61+AWN.. mown eFrG11O ill) 3 WOW F'RIM 6 AILOWI S. wWIWW ANCHOR SPACINGS AND MINIMUM `AeArW — Osr4w ORl /�� + O.M. � a Mal pSNMa ARE RD,G„ED off TInS SCNE. n., ED. LE6S LIMN aAMArL'D ON SGEDULE REDUCE ANCHOR SPACING 3 IN MULnRYNG SPACED WXAWI 04 SCKDUU BY THE FOLLOWING FACTORS AMA Imp 6aoM OW F1, I Y'. - 3 IJ2. .. - .. _ Gad _Ol1 - _ _ FOR INS OPEUTIN To IN POSSIBLE. UC REDED SPACING OBTAINED US80 FACER SMALL NOT at LESS THAN IMMLM SPACMO INDICATED to EACH ANCHOR rYPt ON TINS SCHWULE. r ___ __ am _-_. 1 Ilr , VAX... _ _... �! _. 1 i N t> ! 6 1' Mn i n 1 N 11 T exlsn / ,• F3l �t . .55E 60LT5 GUILSS a"-9EPARA3,OFR 7 0 ,22ASK. 1 i - R sa.,• S W -A 1fa1s -N ( G 1A56 a_- ' i B A fA ltN� Noft a % r. I 1 A u TaTt� 11 *) p 1 1 tl N I1 1 g 1 1` IAA%. 9 R 1 I 1• MAX• N v 1 I PaNEE LENGTH fl R R _ 8 PANEL ANEL I _:_.. r/:. .. ,. 3 .. (SEE TS.E 0 I (SEE ELEVATION t Mtn T III)nom ON SHEET ,2) R i_ _ HET 12) _-. I ON SHEET 72) nr"SEPAAIISN u TO i D G a I N 1 1 1 ( i 9 L _____ _ - _------ D _ _.. _ - _- - __ r . 1 1 f' IT / L/2 1 I F +3) ' 1 °' E.D. s I t F E.G r 1 Y f; 1 1 EOI ,.;_. I_ _ 1 EOI f .L _ T Eqf #'� LEI -kv salTs . 15, 0.O 11 f,�, Sala w 012 ejt at. }.. /I d; .._. !/4'1 TAPCON -ANCHOR ,f_i/4"s TAPCON M 9. O.C. ANCHOR O p• cc. EWSi1W HG PRED CONCRETE OR EXISTING POURED CONCRETE OR ..-CONCRETE BLOCK REOUNW R-7AACTION y LIFE ...CONCRETE BLOCK REOURIED. R-28 SAFETY PANEL WALL MOI INGS nlHttMNV SCALE 3/6-1- -6-0 (2) Q) i U) L_ (U (D U N L_ IZ C O '0 O C .im CIO U -0 � 0- CO C C CD_O -90-0-0 a)O�S� _O U— O CIO r / �_ W N= O Q) �P CIO O L EI��.� 1 Cu iri . � V / 0- iiI = =M C'V y a"t_Q_L'OeYO3 tw ,>E= C - 6Q10 cc tli= Go dp iz QC�ca= = A C INSTALLATION QUAILS FOR LIFE SAFETY pNEL (1) INSTALLATION DETAILS FOR LIFE A�FETY_PANEL C1) INTO WOQD STRUCTURES INTO POURED QONCREIE QR CONCRETE BLACK STRUCTU ES !L' Y�QOD SiR GTU USES 1/0 TAPCONIt _ POURED 1/4•R TAPcON .___ M - s,;. ._ xEAiER .,.._ Ni',l._ - , _ _I 1 ... _ -.. _.. 0TING POURED _ 3{�'� I'll - . ANC10R O A D C - C014CREIE GR ANCHOR O B 0 C Yt00D -. _+A'.COO HF.AStER _ - WOOL+ HEADER ! - I _ ... . FRODO HEADER ryl,3r BLOCK RE Ri 'I TIE _ . F'T BLOCK 9lwED - WHGD )FEDUSWf"D BtINED L; NFADER _ (DOD HEAR i:i %F'e ' 11 I I',) . - iEGtARE4 1! iOWAR@ i1 cn ... T. / /r"B tAPCCN ... fa. TAPCON 1/4 • TWCOA:C tt/#^w /I1 . -.'L� I y 1 iNGiWR O a' G.0 1 1 AiKYKKt O 9' O,L. I -ANCHOR O ¢` O.0 IANCHOxT m 9' O.G. / 4'a TMCpN 1 _i^6 TAPCAH " �/ r; 1'/2* 2• 1/4` HL ] ' L 4 -+ r v .I , -. Z ) fl• _.. j )t fl,t __( �: ,.. , 1 ,,,.:. O 8- AC. .' , t O 6. O.C. iW AiW. - s -MAX _ _.I 11 1 t a 1 Z h 02 I 'n r - , 1 i/2" il's 1/2• 1/4' 1 IJ2• 1/4' In' i 4- I , a) = EA EO TJ,n I 'fft I MAN. - -- luA+. Ii Fu I, t/2• 'IJ4• r iJY 1 J _- ---'--- __-I ___.. .,n.. , - 1 _- �';'� ;' (RAIN I �,,, I ' I i ,{ ' I _...__ I a' _- _-_ -. 1 l I Ran, i M 1 1 AINt d 1 ''' MIS, E''I 2" z• 1 N ., / ,zv.. 111 I _ 1 I _ X ' I Y #—SEPARATKN" I ' F--T + I i 1 • i , - -4 t I _ , { N Min Min. d ,/ew•saFl• ¢ TG CtA1s. )___ rhvaw,' 1 a. ,. 1 q) k._.t . �. I - LJ�A , T c'y i.fPZ I (j I 1 !�i I=3 CIO EG'dtt -,S • r -- -ia BOta W. N : '_l it ¢OUTS N$y : x I Z.!1" • I % 1 .�./ u I `"-'' . -_ I i_._I—(._.I t 'l > __ AG a r'r AT G a15gA�A' N i 1. `! Sw M . a I a 1 I/4' S. n 1 ( w 1 I lJ 4tAr m1 NRft 1 , #Y-761,• r_• +: I.. N t ..,_ 1 t/4Y-2A1• a ,. 1 IiVm¢.mfgl'� ° N , 4'R< a N L ) % '.A' AEA .i: R �'-.. Ara p 1 6 1 ! 2a,' 1 - 1 torm OWN 1.4T [Ttt5N7(1GZ..I 1 IXiSTiNy-N 3A wa3a w I E> .,y -- fi ' �.1. S•¢ ¢OUTS W E%411 N .i N 1: ,p I _ ,.T j N m w O B i O % •- 1 GLASS I A NA £XtSTNG o I ,;341s5 F AEA PX; N t E%ISTIy¢-!1 1 t/a•R"m"" T ,.. I 4 1 ) •L• )LAX. n ,:-. -- "I I off m AN& fYALSS.� k i . - .A .. " Do m AWL �5"",M t CLASS a I I 6ASG.RaTs v it 1 L C 1 1' Max 0 ' I N mAn, OW%T.WT 4 N I ie171N O,eX r•a7 x t 1 n. ,_ ExLSi F 1 PANT LEtOTH a I II .._ :1 LENRH a4 7-ry 11 ? r__ r^ r. 6' PANEL LENGI[n 1 ¢ , °L' MAX tl I If / 1 l.. MAX�I •/ tut FQ,we GLASS I (% t x_._--I---. .= (SEE FIEVA7ON ¢ .` f (SEE ELEVATION N sHEET 12) 7 T-. _.. 1 .L. Wx nr:. ..11 __A .�-_-A d• aAA1Ei LENGTH U -__ I --- 1- Ya,. Xm ,--- -" ,_�_Y. . s- P L MAX _ _.. ArB7. LENGTH II r T , " N N I p 1" MAT TiEPJ�T71M I ON 'S+kE'N t2) I - i - - ) lr ._._ L..__ iWWEI LEtNGTlt a .'._. _-1 CN SHEET U _ �._..._� _. { PANEL tJD4LTH B -. LN S,SE7A 771 N _t. .. B : _ 1.._.-d PAHQ IEMGin I 0 N I SEE ELEVATION - -- (SEE BLk AA10N t y t LENGTH A j 6 (SEE EIEVATON 6 10 LxAss. ' 6' __ ...t_ 6... -- _. _. _. __-,-_- '( tl 7 ! q" -�%j _ T __ ON SLEET 12) N ....- -1 N C, I ( ELEVATITION 9 I ; ON SLEET 12) N 1 it- -_.;r' 9 f ON SHEET ,2) R t p 1 i N • = DH SHEET t2 -- - 1 N 1 r / 1 • t Mn. - : F 1 --- -, - -=f i' ) 6 r- ; I U) 1' Mn. i R.- T--' .� v_- SEPARATION_ 1 .- - ,oh--. -. --.T N I 11 N I I '/ 'z� 1 M 9 ,' Mn. 1 a m GLASS S I " 1' S&+, i u i. 4 (D _-: f ✓ I -Cl) I � 'a'.��' N ..__SEPARa _ TO GLASS. I ..,'�:! Lj2 IN {.J R {.. -s _(7) -- : _.:_ _ _ P .1"" 4/2 i °--SEPAMIMN---. T30 1 /' Mn. L:. __ I /,' 1 , _ TO MASS, 1 N i 9---SEPAW4+TOH - I GLASS t 1} U _t' t6n I} r.. ! I 6` N �-T • 6' B To GLASS- 6' N SEP fF--SEPARATION . - 1.I . - t I ( i-..I 1 I � s �5' : _- .. 1 Lf2 6 1 t_ p 1 N G GtA55- i EXISTING POURED EUr I- i t 0F15101C TA3LiWF t _ I i_� t .__� i�f _ `"' i ' j 1 �-t0 i Uf2 9` } H R ll CONCRETE OR" " 1 _ _._ CONCRETE GR .; __. _ I :. I I'll E0. , . saC1x "'Ir EG. d _ �.. - __ 1 I��'� 1 _ - i✓_J 1 t i (y ,(... CONCRETE 6LOCit .'fi Y'.P CONt'REIE SLOGS •. 'L,a , '---� ( _.. REOAOED. • 11 11e'f 1saw" RW WSW. ;,", 1 0XV610l � '� 1 - I ) - -'�� - t I I ( l• I W u L/t at , 7 W Is I/r ac 6- I --. E. , 4 I O , i IED :4 , -_ _! - 1 EO '!7� 6wMPY1 ED11, 11 - ( __.-. a -. _._) EL i 1 _ EO t i I t _-t. i y�tw ! 1 '11 r ' mouseI _J. 1_� -1 $ SS:1J ) I EO- ,_ ! EO , T I i , w[7S AMN ' • 2',4' WOOD 1 :r.. ..Do WooO /a'r PAPIEL,IAATL a17/5 _. 1/4"w aANELMATE _-. .-. t .. __ 2`X4` YNOQO PULE PURE �. I r4.6 TAPC0.N i.'4"w TAPt3ai REW°tEO i 4Y TAPCON • I7 , aA _ ANCHOR O 12 tn� O.C. LM PANELS AAClgfi (BEYOwO)MIMANCHOR O a' O-C. ANCHOR O r fl C. AYGHoo O 9' O.C- PLATE +. ,: _ _!,; 4'• tAaOLW REQUIRED - REQUIRED . CL I STAGGERED WJ STUD I I STAGGERED w/ STUD REQUIRED ANCHOR O a' O.C. _i/4•# PMMMAlt PLUS ,,J4'4 PMLE.IMATE )SUS WALLR�-cMOUNT1NEa'S I - ` 715E WOOD ( PuisE WOOD 1 e Ta / G.c. - • iz n o.O A ` I. 11��J WE /S As to FON ANCHORS TYPE t SRA,wul FOR - SECURED " . ' . REWIRED t.. _ ANCHOR T -x-. .-ANCHOR 1 V i WSMUATKNS INTO WOOD IN" to oo=L I,. MXNwA A100R1 SPAM" AND MNMW EDGE WrNOM ._ , , Aft RAMWED ON THIS SC,DIXAE. fOR Ea. t£SS TNMN ' _I I ' ROWAIED ON SCHEOUX KOU" AWN R SPACING MY _ _ • — MUUWLYNIC SPACING TOWN ON SCHWAL 8f 11L pMM CIO FTXLG FACTORS FM INS OPERATION TO IN POSSIOUL -•ATIVESAFETY PANEL 0 REGULAR 0 LIFE MELU �JSEPY M RW10E0 SPACNO OaTAMED LS•4. FACTOR SIULL NOT wHim HowO LI AN L { ■ ■ LLESS ESS NW TH M8 INKIM SWAS scNI1AE. NGCATE° MR EACH ANCHOR p1HNNPnNNN44AA FNEL 1 FAR ILUN,...FAKF IJ4 « 1/rPAR. Ag�� A, rlj!Z4�1 WALL MOUNTINGS WALL MOUNTINGS WWALL MOUNTINGS 1ER A il(j/ � a ANEA1oM WFx ,wcv+--o-koctA1'Ft 4:•,•• ✓$ SCALE 3/e-t' p, T SCALE 3Po-t' SCAR 3/8-,' 4�' EN ✓ LlJ :. yCEN'•., tiR at. LOG aE tw,WRL Awo" Onll'Ww0 w 3 R $ ? FLORIDA BURRING CODE Non Nth Velocl HurMcOtta Zonr EN • � '' FLORIDABUILDING CODE Non High Velocity HurrlcoTIe Zone 3 _ t .,�yYt�._ : NO 441Si CODE (Non fi Velocity Flurrleona Zone)2 - = PaoAR TxiW0. Pt fJ- _ Rm7G iswctL INC. Y.F_ LwY4Yi. = *:• •* .'mm t¢1WO, W. r✓. r4NW�¢D�j 'M7_ 4,I (k) 1 s In * ; •* * E 24 GAGE GALVANIZED STEEL STORM PANEL OMIn. �, E t . 441 B% i 24 "GE GALVANIZED STEEL s PANEL i I e.,: GALVMR2ED STEEL STORM PANEL Q 7. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN £ {^^^' M.RaL m Own (EB,T FFCFttt : 'At STATEV11 •;___�� r-'u a'+J77f263¢ PRESSURE RATINGS (p.s.r) AND PANEL LENGTHS AS 'A' : * / WF/atmm I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S,D. •4•, STATE OF j�EY 24 GALE Z `�••. - - r_� �w ___...-_„_....._._.__..,�: ESI N PRESSURE liAliNG5 (p 6.T AND PANEL �''YYO (OR--='!'" +Ja` a'° p ^ FLORI©IL EGO .... PROTECTION PRODUCTS, 1LC. ¢PIE PER ELEWATON DN SHEET t2 $RATE `. IL E G O tt9c. GLOBAL PROTECTION PRODUCTS, LLD. WOE D G }. _._ - : LENGTHS AS PER eLEYAtXtN ON SHEET t2 �. L E (CHIT GLOBAL PROTECTION PRODUCTS LLC. _.7.?1?' GB, . -.... _. J d r .q F( a ¢tY �+ 46G0 s_W. s s,f,er .800 ar at stlml 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y'•. 4ew sW. 6, s,%m I Y O P ¢Lte ONAi"" A'x R °` >a rP ° "'w ^ A• M ° n X. 20-1 TS MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC ' GRID L® i41 P• aN as Yr Ar Yrrr 4Mtoa a Mlw COME, rL 33314 2. FOR NEVNEW WOOD FRAME CONSTRUCTION- WOOD S/GNAT E to R Ro c6wAR Z _. ,.m 49r. A A ✓ tt wa r. 761E ArW aww•. a Al. Wax. R. 17314 3• am IEEE : [NN a,-wR M twO w,.w, N.DYE (¢S44)o w ft .. FAX: ( )so-67.7 / .• •' lr-.: I.N o,-la, w , TMO 4H-1_ NONE, t•sUM6-7saa CIA: w4mewaTsT 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFIC Ito ,64L.+' i apNs°I"w1-,6w . r.: aMt sw_Im: vrp f¢6#>m•-7sw, AAu (os.Now-vir; 20-175 •••••• Orr4NA7 wP __ _____r____ .. _...__ _ -. ,_-__ NNt(MtLNN .-..a ia,r4Nn.,a M,.N 4uMr A+, w..w ia.w,w. AFP "•• DENSITY OF 0.55 DR EQUAL.j .-me n..wr.w Ti.•mD6.71s a-000671w ,rr aw 4M.r.a DRI•NN "°: DEISM OF 0.55 OR EDUAL. a '-'•+I,.w....- a 3 , _ _ ►E sr." WNnnwilurr wAl17A A ISLET N.i Pi W 'M wlWf M ip 16 RSNNF /GAL IWITER A T1WT X., ri m p-w PE %ALJWGHxT,AOEJGAx WK7GCA-OO�aBl67,lr., PEE MA ,1-, I- NISI w or 1¢ J a¢n Ns or ,s r M SHEET NO. SH 1A EZt/18, EZ i W/18 ANCHORS -_ SECTION EII a ALTERP14ThYE E2911 ON SHEET 16 -r3" `)(SEE NOTE 2) ?'�.4 •. 1,(S E 23 i Elio ^"'A'"• 3ft6`4 ALUMINUM �`✓ - 3'�.. - -.. POP F4VE4 ;AST PANEL TO LRE INSTALLED AF EACH OPENING S+°ALL A! WAYS BF 4Oi_-. _. _...i// TION IF INIMNOLO rPROV0 OF STRUCiUR{ NIA I I I TO BE ENSTltiLEFROM HANDLE • " •y ° I : , I f * 1 I ! a 2 PFR 1 I t S.LI I J' !j 50N Y•._T_.7 _...T I *__.,- _.z._r. _T.r i ... _.,__ r ....,._ _ .,. _T. r. r r..l_ ,_!4.. (_ L _I _ .,.. _E, � •� : (1). �illrNN OF Sa$IE$ 2Of30: E-2 HANG 5TOt2M PANEL C_'YSi£M f I (CND PANEL) i VIEF ,GR PANE!-) i {.l4TERICR PANEL) !, (IH4E' R PANEL) I iENI PANEL) a j CONSESTiNG OF PANEL 4 Cant TRACKS TOP 8 BOTTOM 'SEf NOTES 2, 3, d ! ' I ! f I I I 1 ! J ' ! 1 , i j SEE NOTES 2, 3, 4 (;7). END PANELS SHALL AEWA,`(5 BE CONNECTED TO BOTTORt 7RACtt 5 -0 OTHCRWISE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH ($J PANE1WL`cLLNGTH PANELS.. - l f I _ ... i * I _. I i* t.i) ARI j j I �f l* j o. /- 46 0 s P...1 - IkY''I� ' I I I iF-.( `Y j 7 (S). F E4D PANELS ARE CONNECTED TO BOTTOM 'RACK, CONNECTION I I ' SHALL. CONSIST C4 1/4'9-20x3/4' M.S. -rJ$Y+.}!3?` W'NG - J _F WJ RArr;L5 w/ T/u-4p.r" ' NUT OR t/4"#a3/4" Wn THUMBSCREW INTO TAPPED BOTTOM I T I ffl.LTED _ 1 ( 5-S LKSLTS WJ� a EA fi+.ERLAP TRACK, UGCATI)N OF FASTENERS MAY BE AT EITHER OF TWO ( I I f l I 1 I i Na 1 1 PANEL. I I 1 SEE 5E4TPn _ AS :PPL1GiB1E EXT ROR riAT E'LMiG OF END i .. I F:. i- t_ 1. .._ 1 i ei i.. I. 1_I L_,._�.� 1..1_.�� . I._ I I... _. -- -1 _(_-1 _1 _i OF (4) IN CASE THAT END PAI+IELS ARE NOT CONNECTED TO BOTTOM . , . r. )...I -i I_ .,.. r -....T ..) .i - t r i . L t T . _ j i-.,.. - UAL, TRACK (i e. A STOP BAR IS ONLY USED A' TOP) AT LEAS". TWO I i t i +{� I j I j I• PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS I I .�- LI..�p-(.-_.) INDICATED ON NOTE (3) ABOVE, IN SUCH CASE, CONNECTION OF JJ_L(LJJ_LLJJ1iLJJ__L�1.-.JJ..iLLJ,1.:.. L.L1J3L1J1tJ-LL Jf Ji1�' FF3:.iJJ_L.L J,J 1. .. t. _._ ) PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION -_. 3' AAA. SEE NOTE 4 = .•- 3' Ma.. ,.. I' A6n SEE �'•� iw/t n1 BEE I' UA 't' VNSTALN714N5 ONLY VALID FOR WINO NOTE } J HOTS 3 SPEEQ UP i0 170 m.P.h. -(^SEE SECTION cam- 1 A,ALTERWIVE WIN DN 5HES ta)... _ .. EZ1/18, EZFW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 SYSTEM SCALF, 2.1fa7'(MNN. cm:rtJV' I (4' MAN. (LAY i MAR. GAP j` _ SECTION A -A `,,,I,Hllii Mrgwy SCALE 3/32"-1" Y .•``...... Fttlj s �P� • N •4k% FLORIDA BUILDING CODE Non High Velocity Hurricane Zone - z Txrtra 24 GAGE GALVAHrM STEEL STORM PANEL I' .44167 t * *GLOBAL PROTECTION PRODUCTS. LLC. ml4vm14 SLATE o°- Ti:E:c�5, �.n ..pp Yelq s.w. sl ss,ar fJRkDr,., APY. A. xw_ xe a M wales n AN)re+M AW4. iL 133+. 20-175 1i4 oil. , r1W awl 1�reY7 n,_Im, wYM[: (10-MU-7TAX: le3r)6pw-trR7 w VB i()'i . U-6G+D63P6 fin': • wyyY,n, >HYi sw. wt KnT[A A, TL6 r i, , C NtIfS/Hf11i1 �84�n A4f6] Mft21 iP Of r4 MMED ENGINEERING ENIGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15, 2020 Application Number 17089.1 - R2 EX Project Number 20.31543 Product Manufacturer AD Amencan Shubert and Glass Manufacturer Address 1 S40 Donna Road West Point Beech. FL 334" Product Name 6 Description, 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluaton Report is being issued in accordance with the requirement, of the Florida Deportment of Business and Proteasicrum Regulation (Florida But" Commisston) Rule Chapter 61G2D.3.005, F.A,C., for statewide acceptance per Method 1(d) The product noted above has been tested and/or evaluated as surlmrnzed herein to show compliance with the Florida Budding Code Seventh Edition (2020) and is, for the purpose Intended, at bast equivalent to that required by the Code Reevaluation of this product shad be required following perhnent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing #20.31643 tilted "24ga Galvanized Steel Storm Panels (HVHZ IL Non-MM2)", sheets 1-5. prepared by EngiroW g Express, signed 8 sealed by Frank Bennardo, P,E. is an Integral put of this Evaluation Report- . Lii REPORTS Uniform state structural performance has been tested in accordance with TAB 202 test standards pet test reports) O'BT-ASG-17-M by Blackweter Testing, Inc. Large nMsslb impact resistance and cyclic ba3ng performance has been tasted in aeeoMance with TAS 201 and TAB 203 test standards per test report(s) OBT-ASG-17-001 by SlackYretar Testing, Inc. w 3�ucTURALENcALcu�n� Stfuctural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design ci tefts: 1. Maximum Allowable Spann 2 Minimum Allowable Spans 3 Minimum Guess Separation 4. Anahof Spacing 160 SLY 121- AVENUE SUITE 106, DEERFIEL.D BEACH, FLORIO* 33442 (9 54 ) 354-0660 1(866) 396-9999 TERN @ENGINEERING EXPRESS.COM E%GINEERINGEXP11ESS.COM MdMV ENGINEERING Page 2 or 2 All .American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in ailaYable stress has been used in the design of this product - Separation from glazing Is not required for F istallatiwn outside of wind zone 4 and essential facilities. impact Resistance: 1 has been demonstrated as evidenced In previously fated teat repents). and is La ct Resistance a Large EPP W H accounted for in the engine" design of this product. Wind toad Resistance This product has been designed to resist Wind Mods as indicated in the span schadule(s) on the respective Product Evaluation Docurnerd tie, engines" drawing). installation This product shad be instated in strict Compliance with its respective Product Evaluation Document (Ice engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation D2cunem (i.e. engineering drariMng). Limitations & Conditions of Use. Use of this product shad be in strict accordance With the respective Product Evaluation Document (i.e engineering drawing) as noted herein All supporting host structures shad be designed to resist all superimposed toads add shun be of a material dated in this product's respective anchor schoduse. Host structure Conditions which ate not sacaunted for In INS product's respective anchor Schedule shall be designed for on a side -specific basis by a registered professional engineer. At components which are pemuanenty metalled shall be protected against corrosion, contamination. and other such damage at ad times., This product has been designed For use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, Frank Bennardo. PE ENGINEERING ExPRESSN 4PE0046549 I Cen Auth, 9535 160 SW 12" AVENUE SUITE 106, DEER"ELO BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM �.ENG 4NEEA LNG EX PRE56. CON ENGINE[ AIHGEXPRESS,CON rw±N� � rINaE ?I,rPA-:/d ,"125L J±. :„ b. VJJ'• .4 Dui .Y 4.'.iNJ.au "� " ... • ww +o N e < CI'JaYS y< X g L 1:, 1 x44 B r- Ih'V 1 .rl x T , W a^rc�rnr..ILRm ="F fit F,• .w 12 = r> 4 Pa rc - � ILNj - 11ISJw'TAM1'4 BID $i t m W "S I' ^ TI -r' i`4 � Y H U - a - w f r:.la '..v..> rs"2..n_ �'� �la_k �"'� _ �'I �' Yuri -..,rc• ..0 NnI, - w 1 .e3 P 1 s. In nIr is S T r p.; L_i ADI, irr 7 - ,U R _ m uar H P 0 3 w+> dI1 M _MYA._$NLR011 N YA 11 N M . c1 em F E LsrJ•n 4r 71 Pl1aiL': , tin 1 G - FFe :E.Px v.: 1a ooa u%ix ton ��/]� /u'\ G tNeFlt MO CT ei hn N v11Q II gg ' rY Y ?7. " 3aalw, W 3 � � W x ,.: RZ Y1 Ha NF !IrUI w1 4MY L _ `L G 1. m.: ' tit L N I t wP, rAFrr - _t1:TN"c ncH:11 to v _a:Mv-'Iu1 I :K4 riv r Ivrx- _ Zia I`l :Y a+•t. 4'F. -��z I•l WALL MOIINTSSIwN FNIa 1 CA N• .. -1 IR">. ,K r. ...ti': .. I." 'Rut: w• il! i v 7✓ .•••- :..-31Y21: L.0 PRJLI: vfE '. AS WI.. -L_ r7� • WN L�¢(; w , t4i p � eTl ( - Y.' a x 3;' 1 }• xn. ..;u w'r r�rr cnlNrarwxa - Lin- fYHG-iY"]Lit. IYnLMAY VnAY aYD Mxare: sir. rm.:=T t< Iw+Pc•+ 1 :a 5 •rla I .ai u LU AllT1 Lw K N rp 2.':GAIS M iu..iv=' ii ill.,r ra I-w: H Jf 7;LL T in1 3.:w ICF- ,Ra,ftt xlA '.HfA P-.'I.;i'nnxx`-. yk'"i, 1.L'r43w1A1�-L: Fn'f fni.QT?J'+-' �,. 7Ci.rff4V 20-31543 'f ITT "g.ha - a � >>��ee.�ee r�II �{••t�f�A�IxII wVnIFn (°1 OP7K11AL rOM90T7DM CIOSUREnTALL •..N7u I � ` F4=PC• ?9A4Fa'"T"A'•P-' r l I L4e 4 ^ e):. i1 lux ie.0 a rm raz 'tAYKE .d3Y �,f.I I,K:fI rINIRMtNINrY [.rK1N -"•///'''``��/ 5'a FT1AE ('\'1' IBM:XAfIRH:I MtM1Yl MH:I IUN 'l IKALLAMN DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C17 INTO POURED CONCRETE, CO(C,EJE BLOCK ANj, W9_QD STRUCTURES _ E%)SMnC PGtx3i0 _ , p _ CONCRETE OR _I£4"r TAPCON ANCHOR p 12 CC. CONCRETE BLOCKi�04nRLD � IfsY iAFCON i ,r .�' Y �1lwi" ! 7[ 9#AF TEK 9t0RA fEApER • ' - .__�itRl• PE% NFJ'D TEX w it _ _-._ ANCHOR • tY OC r FROM REOtRREO ".."' SCREW O�/4" FROM EDGE Or EOGf aF �3j 4e Woo '��] f ED • n •. ,': : Min. , i• r----I F 1 jY 1 Ylw2ar 8 __ _t ss w.Q 1 .�pL76 gaaLT6. 0 1 1/2° 'N!R W ale.9rI L M 1• 1 i d I R-SEFARATNDA N AN, 1 )/► NO B�-4 t• 1 ( 311 ar ' tSE 4 t0 CtA55. i AluMiNUM POP O1d55'�U TOFAA•''�S. j �UI .wflNUM FCF l RNEI iI - RN41 56 1I0LR p ( LENGTH is114w2WY e ( EN j PANEL GTH � G � Y yB I _ __..__. -t PANEL LENGTH 1. ON 1 IL i• AHN. ) _._I/4'#-20Y2' tl 70 GLASS I -. u - i 7NUMBSCREW 0, -C GLASS 50N N I '/4'r-20.2- Or,EO 2/2 . 1 n a+4" 9 TAPCON ANCHOR ' a 12. O.C. 4 114-0 TAPLON EXISTING POURED 2"' wool ANCHOR O 12 CC % MIUCRETE of -BNEGUNFED CONCRETE BLOCK __ _ REQUIRED. -. WALL 1faWtIG ftAMNTINIG Ij, SECTION E21 ALTERNATIVE U11 SCALE 3/8-1" SCALE 3/13m1- ,�Eg`a 4rt�1r __-A ,'''ytGEN4 � FLORIDA BUILDING CODE (Non NI h Velocity Hurrtcane zone) I EfS: Ik MIN. PANEL LENGTH $ . 44 Ya63o TUay. APc 11- 24 GAGE GALVANIZED STEEL STORY PANEL ORION 9x. SHALL BE 2'-6" i � ,* •; * � -.. 1, INSTALLATION ARE ONLY VAUD FOR MAX, RSA, QEStGN * PRESSURE RATING +/- 40.0 p.s f, AND 8'-0" MAX 4' `_ g � STATE 0 1 04 � GLOBAL PROTECTION PRODUCTS. LLC. PANEL LENGTH.r-'. I L E C V I N e D9rc: 2. FOR NEW WOOD FRAME CONSTRUCTION'. WOOD O,{: , f%rd RkD- COA4'AHY +mG sw 6, 511#lr nrI c ar waA N. RA w9MY IIPI L n vsa C4Y4. PL 13514 MEMBERS TO 0E SOUTHERN MBE No 2. W/ SPECIFIC 'n (i " N P ' L •1% 4 t.\� s w.sa - IYIN 4Ps_.161Y a: (TIRE afi-,93t Rbpd= iw6a)6$9-1NA rA: (A9+)�^6TRr 20-1 %',� DENS" OF 0.55 OR EQUAL. uFNN91>A.. c4-110067+9 r ,.rsrw9r:xr„£DArt YMIr£R w ID1n &.. Pl NKei Ie W F$ 4 7 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PEP,P. TO PANEL SPAN) TOP MOUNT (CONN TYP, TYPE A5 REQ'D) SECTIONS BOLTS WITH W 0 STITCH WIN(5NUrSFA5TENED D OVERLAPS S MIDSPAN (USE. wJ '- APPROPRIATE SPAN TABLE) A, O PLAN VIEW g RE Rn,156" yR�.I � f aL] Tait -W t ( (CONN-: PE '�; REQ'O) R0.393" MAYBE AT T ` -� t a.375" a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 NT S. ELEVATION TOP MOUNT (CONN TYP LMAK (SPAN ABOVE ON) A:� I� REQ'D) �TT�tA ��.TI IX1NT (CORN TT AS REQ'D) -0651RU o X � � 7 CTION ON MAY VARY) BOTTOM MOUNT (CM- UrI x BELOW TYPE AS REQ'D) (SPAN OBSTRUCTION) A5 RE42UIRED, OMONAL IG'•2D 5TTTCH BATS WITH WASHIERED �",LEM,ya,"Cy,�",c PROVIDED THAT CONNECTIDI'$ aND ANCHORS ARE USED WHICH$11 F1 VVING NOT$ FASTENED SPANS ABOWEa BELDVl t164TR11DT10N, OUEI3LAPSQMIDSPAN (USE 4PPRIPPRIATESPANTABLE) VERTICAL (MOUNT ELEVATION 2 NOTCHED PANELS 1 N,T,S. ELEVATION ALLOWABLE PANEL SPAN & LASS G SEPARATION SCHEDULE: o Sc E 4 A 2 G PANELS GAUGE i tr. M PA - ` P TI F MIN MUM 5 7R NFL. SE ARA ON POM O1A55 tHVI V, WIND ZONE 4 $ ESSENTIAL FACR IF E31 taANIMQta - DESIGN t AtiJWAFKt I S A 1 5. N.1 11A1 ON. lFsS / t T REAt R NS ALLA KnSG. E. PRFSSUR T 'SPAN IInH°I THAN 10'ABDYE GRADE IHAN 30'AaOV1 GRADE ' fPAI . 35 ! ]30Oirl 6:061n 16In D L 30Am 6. S76 ut i l -.__ 5 R ! •; 45 190IIm 606m 3761n °!- 130.0 )n i 6,06 m :1611 I •/-55 n t darn j b98 , 2.351n J 60 D3!m ba9m rn t) 65 -253 •I 70 36A n 612.. IX)In , N-7I 27 0 fir - _-- 9131, ' 29B In --�--- 7NAN 54_ NtUULt NU 1 tS: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. S'CHEOULE IS ACCEPTABLE FOR 0% WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS" ARE STUDS USED IN CO WITH ALL N N TP NTR C'k.S IOU TT G EX US25' IONS (^P-TRACK. STUDDED ANG7F, ETC.) USE 6.25' O G. PANEL FASTENER SPACING TABLE VALUES FDA A"- A "-H T ALL H ND'U EAOER9 fINCLUO[NG BUILD OU CCNDFnONS 3 LINEAR,INTERPOLATION U BETWEENLOADSt5 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2, SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 3, FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL F t A M THROUGH T SEPARATION ACiLR E5 M 5T WIND ZONES 1 OUG 7. a1E GLASS SE i{AN SCHEDULE 15 NOT REQUIRED ANO NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 1S R IRED. MAXIMUM ALLOWABLE Fw* Tf41A DESIGN PRESSURES; G AS NOTED IN (DESIGN PDESIGN NOTES, SCHEDU E$ Ff#t ED USE WITH THIS SYSTEDMM S PRESSURES DETERMIN1.ECD IPER SEEP IN ENG INIE9:pRINO NNRAECCODPU ARMMCI: WITH THE DETE IIpN¢GD IN 41CORRDRNRE Y/ITHIASCE AP GiAP�t331 L609 OF THE FU7RI{?A BUILDING CODE SHALL BE LESS THAN POR UAL TD THE P46ETIVE OR NEGATIVE DESIGN URE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHCAYt6. GENERAL NOTES; THIS SPCKIRCATNN HAS BEER DESIGNER AND SHALL BE FABRICATE) IN HAS BEEN USED IN THE PAQIEC3 D$MALL4E011-F HIEH, N7 THIS tlE51GPi WHICH AcraA, sI%Ha lNiMA Y�CO Tn PAN rALCULA'rn)Ns As ON NAXIHUM TESTED SHOWN MAY Be n1T1'AC HANGED AG nfLO S MAY BE MOUNTED VERTICALLY OR I PRACTVCES 010110 THAT .CD 1, FROM ADDrTTONAL GS TOTNI9DDEUHENT CATTOn HA MTNMUM OF (1) LABEL VISIT ECALC.10/31fiA3 $�ITow2gs In {LasBe GA... RIRAWIibPWLnwn.. AYAI)RTY6N19]L11aB T MINIMUM ALLOWABLE SPAN SCHEDULE i�9 il'. EIS RPa�•��fE�f�i(�7FF£i([iE� Ricci iatorct�®oa�mlraml�� i t..0 Ott[itilOmdEF3ia33i7i #��''i ®t�IFF�IIET"iL'S1E.�II�1Li1®1Fn�E��I gr°'Tl7®I)ea27101if11� '�' �!®©�` €T3ltlif5iti� L]NOInYwS ar TOR 0P 6Or10Hry°aMl! LEPNaTr+3 •F55'*•SN�-Lyi,.NsE NPiEC IM i9iE aDUvf aN£ rdJ"" (u:.t No SEa. AeNO J1APAnah eRWt EA.1!* A'SA1la wnifi PANEL iEmy" }: UPEkiFA IMAM I»qt M4'1Mr i4N sxalYl HauNslNc canmNAnExY A9avE- t s:aE QY]3' ES IirRwD PDR All &JIYDWs xKutrPP` tM SA%-E ae(ryE. wM 9rCf t c5UAE3 .11 NPr aFQ GSFD w1t'n i MD.1 fi1G I..iYPS R FD'r4FAMT)n0. PY Lit A353w1 3E PEA 'rA " 4U1iO3? N OMO EW 0M Ox 16 < TADtf aWh E5 ro 1DT �.. f WIT"" Ua nxr"mU STSriN $UL"< 9Ma i PY.Els 4 �rM W f'tt nANFt 9 1 Nit PAST K i S ' a.G EMS k 3 OR A ntA943 MA SPA ,� M: NG AT�+K: ski la r tME OnnDNAI tip tut 64r1M1 ClD;g1RFS Perl N S 0 4 PEMSMCi yPxa OFTM1 .tiSTMi I-A'!•UL`NTIhG ON1DiR •dutrNN IY TI"35E :PAWL L Q-ONAL INTERIOR FASTENING DETAIL N.T.S. unnwr TI A-6 Djc,1E.w ifY"xN a Ye7r' � f. E rs e, •'rnM acuw - SICK Ri lti']I!("ENT gOr 1. -A, -NM rv-+rt A5 CO 1 nit ru poi ik AF RE O 0 iw6,ME AwtircRS n CanYANfRYNLi sa157tn6 c'eMGAEYE aweu a aa,)cl. � +PACIP , 0r ",V! Ind AL.s �.vE1. ni ANcm R ! 20-31_ VAJG34A#atNG IN.LTnG Ta$lEi VP EAF".+• alEL asaA;PNP +0 I£xAE'S WwE, r M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING l y W e = O Ga O. n cn C 40 V C`"9 • 'O LA_ k Vf C LA_ CZ IND C4 131 � W CL C CJ ,+l"• OS C C7 to IS E O d L) rRANK9CNnARDD, f4 r2.25a"' a.a9t" $a:'' 2Z5n" Y'I 24r1uu.N•�4T$e ".. 4.13C" 250°,.b��p3 n In094' SWI,is GA,o9i2t7' TVP,TYP 50 094":O_.D62' 0E'2 .375"J f(1 p62" -*1 D. 125" 2000" '=Eta -1 2.90D Ip 06Z".- 0" -1 2.00ro" (- -.I 2.000. � TYP I'll 'XI - �.124�1.180 v1j °N' MENIEA IDYL- °•I�` FEADPR i999R__Dur V' HEADER 4� � PAN CLOa{IPE `�' I t 3.380 MAX. ,7}." 0.313" 4,SL 1,%0"I--"V.L,SbO" 510 D.376" B D,36S'�yI-.{_� i" 0 451 D 376" 9.179" (-I f j`'655 Q,1 - 42.SOD' PANEL COVERAGE � p�q��-fir, ��tlp�ri'✓E' 0�- 14.a75"PANELLEM 1 r 11 m V �T-j LLc 0.52415D" 0350"DASD" 4 {, $O S �D,D90" Tad n, 9D" 3 A 1 OOQ D WUN Q ads o. 5" o 9; RD I3s . TYP TYP. 0,700' _© Ya.D-d)T Y TRACK �� O:D90" 0,957" -. I }} t I a YIIL Y r9 nF aart /a+1=111r: N G (f1 u4' 11vl T�•°-3.OD0+T 0.12s_ `.•�- ado :7 ANGLE - i M t017EH0E01 I � M In $ OVERLAP woo '.0 4" MAR, n319NLFRCLOSURE DETAIL J.. IS" MAR. 0 3BB'r I..-i L- .ov::,erE `p :2S"MAY, MAX, .L- 'uPx•: A YT BVIIn-IX)T i a'a^r•P JSP N -.V,c ircr � � C 'HMI IWI I n1YlRr llrinll U F DISTANCE :.iY •' ?+'T ^I TiF a` i tl K'* 411 a n. RTrrl 1,0DO' Ery)0E6 3 out tie 9 ' a_. T •m�YJ.; I ✓ ,,,'1e 1 J al,s: I P�RCINf � � � � � � OVERLAP YU II IYKF 3.B20 MAX .� 25„ MAN E Mi I I II II nPnRi r IualRr It rnu .*4JIFt '! Hue Y :• ILT,S. 1,500" T MIN 4" MAX, MIN ND• L;a r� v 1 QQQ -AL :u e. aO�FA BED ,.. 1wrP>..: _." i3aa•Q F.MPf'I j ('\TMPMWMGLO.SURE DETAIL Oi'TL rrs AL pY 2 ANCHOR SPACING SCHEDULE: 24 GAUGE PAWLS, PANE. FASTENERS d L2 S" O:C. 2.3" EDGE DISTANCE =1, p9 YF WYD$®iY 1WLTMA •RleY11Y! T'•R 5P' UP O W-6'. 1NV TO9 SPAN1ATO -9" PANV - -1 To M FAY YT'•! C] CZ q C4 Y ! GON Tw• CI C2 G to N COY lw►E cf C2 C3 U YSC 1774 CHOCD C fwlAl7U1T con 0 RA 9i �+ 1 .5' 2 6 0 4 3 1 9.9 I S L 15 G' 1 0 2 SA" 12 s' 16.0 91 61" 12. ifiP lt8" 90 123 Aso' B2 5." 5 12S ,0" -S" 16 ILA, S 12. ILS' 1 D Sol' 6 1 eD' 9 S.B" .3 izs 2• 1 5 xsn• L el HV G +" 6,4` 12 5 125 l6.0" $ 1 x b" Y &. 1 5 .v 5:4" 2S' 1, ib0 E,O S ,4 2 1 5 1 6.0" 81 5.. a" 1 5' 2 16: b" I. 6 S ' 4' Id^ I IMfll li 3 i Y 3 OLTJ TUl CON N IAA 41 MY� . E. ,..T4 1 1 4B 62 T2 12.5' ]bD 16,C' 15.0" 325 1 .$" 15II L2.D" 125' I J. 13 6 4 O,T" 12.5' I60 15.0•' 12:5 .0' 12 Aix 1Z 96' 12. ' IY.D' 34.9" A ]1 12: I6:0' xi9 4.5' l2. S' 1 9 12,5" Yb O' 13.ff I 24.0" 11.9" 9.3' 12 S' 16.0' 1, D 9.V 125' 36,0 9" .51 AS" 125' tlA 36.0" 11.9' 9.6 2 6:01. O YI X' FAKtII 3 U � 3 AIL INrseouD sH 4a 48 St. 72 1a.3" 16O 16.0' ASCII, 8 12. 3 xA:.9 i3.T 114 12 9 t60 14 a Y1.9' 12.5'180 f6.0"'SS.6 125 e0"12.Y fo.6" till" 1e.0"125. 10.7" 12.5" 12.5' 160' 1S6" 11101' 14.4" 333' 13,3' 125 AIM,- 16.0" ACV, 126 StT' 10ff" 1U.6" 125 12,5' 1fi.0" ]Y-S 18A" 12 3" to a" 10.6" ALL 1601 125" 11.6 12 5 16.0" 1L5' 10.6' ILLS' 2 6,D" 2 • 1 1 56" 10 , I r I A• ,Mail YI 33 IIxYMII AMr NAIP 1 u 'i - �:i M 7C 32 72 12.5 u5' 16 16C]6.0' iB4O id,O'"1d0 13S 12s 16.0 16.0"17.' I$0 r a 1 2 1.4' 3 2 D 12 xL3 1 2,5' l80' 11 ' D 30.1" 1 2 5' 18 D" 5.3 1 " 1 l a" 1R 3 11 2" 12,5' 16,0' 16.0" 13,0' 12.5 16.0" 15.5" 11,Y' 11. 6 • 2 2.51, EDGE DISTANCE O 3 0 j x1 U4'h1'D[P 33 wnxll PM.:eR 41 48 32 71 C25. 6.23" 6.2S' 6.201 01111111 A.1 5 12.3'• .2 ' $ S 6.25" 11113' 13" 1A 63"_ 6. 7 1 6.5° 5 SST" il]" Ib,6' 6.25" 6Z 5' 614 623' 625' 9.1' 1L,7 9.31 D3" 931 b•2S'" sg3 a23° a23" 26' 6,4" 103" 9.4" 9.3" onamm T • ININo 33 i •*! IrtWM 11 IlI4TrlpF! 41 4$Em 52 q 72 25' 12.5' SLS' AND, ND 15.6" 6.0^ SJB" 25' 625` 93' 10.8' 4.T' 4.CF' 6.25" 625" 9 3' 10.7" 41" 1.0" 174'rl-I}4•PMMPN 33 SS. TAPCON 41 49 S1 72 12.3" 13.3" 3-1" 3.0' 62S 10,T" - 41, 425" 107' 41' 4.0'• 6: 5" 323' 4.7" 4.e 625 177" 41' d0 6 25" 1 ,7" 41 0. " 0 D 6.25' 107 ll" L0 425 ]0.7" 4L 4.0" b25" 0,7' 41' 4 " 0 O s IM• r NX' HNHH) 33 A4 POINTS SOLID SET 41 52 72 12, 5' 12.5' fe Cr' 141" 11 5 ib�0"1L7" 91111 12.5" 16 0" 9.T' T9" 12 A" 109- $ r" j 0' 12,5" 12. S., I6,0' 9.9" .2 SeD• 7.7" 62 32.5' 12.5' 26.0 16Y 77" 17' 6.2' ea' 12.5 t2:S' 16.0" 7,7' 36.0" 17" 62' IF,. x/•F x 1 u4' HIKED 3 UPwMI.-M.,r 41 49 SE T2 12.5' "' BA' 11 ' CIS' 11.3• 4 4 • 44 • 623° t0.3" 4 0" 17'1 12, 5" 1A1 5.2" 4,6 6,25 8•]' 36'. 1 525 92" 36" 3:3" s:2S' II T' CA" 4.1 6,25- SIT' 3.5" 19" 625 9.2" 15" 2.,i A3" 625' 1.2T'" 106" 4.1" 3.6 1*1 3.1- :tA. e25' 6,23" N.. 9: 2'" 3.5 3,3" 534" 35' 9,2•' 3.3' 3,3" 3; 4- WGE DISTANCE J ;T MAR D®3e. AYCNOR •Rawat • T' •aF ',pore I P lO '_IN 1 It A X. �f 4 Ilp n Illt LIP CANNIY•[ NTY•E a L2 C3 CA n CZ C3 C4 GONN I"[ C1 C3 C4 " z I HtB� 17 33 IA[, 4E-NFW 41 48 52 T2 125' 60' 160 1..9' 12S 0 1 60 180 7 - 12S 36O Sb 67 i2. A' 30C 1 O e $:6 125' Sit a SII 6-` 1 1 13T IaD"14B a0' IZ.r 5 1 0 ISO 7 12 S F 16 0 147 6.U" 32S I tl 147 60' 6 L2, 5"1 1 2.S• 6 O' ]b 0" 150' ♦7` 1 7 b.9 Si 516 &D S 12 AID" ] 60"1 6 0 4 7 /D" 12.5 1 5 2 SED'1aT 8,0' 6.."14i ED" S O C 8 t "11t1 CMO[0 3 1+2" 3 WOODSCREW 41 46 31 72 4" x -1l4 MNCO L 1 33 tAPC 'tb9b' n DIP y 49 T 52 72 12.5' fi 16 O" 1 Q 30.1 12$ 2 80 111 0" 1 2T .0' 0 62" YB 1 i2.S' 1S6' 14.1' 8,f 32S 160•' 97 S6" 125' 16,0" 97 S6" 11,5' 12. 9' 12,5' Lis!' 2 160 120" It V 11.1" ISO" 9.6" lA 0 15, Q 7.0 32 5 6.9 12.T' 5.6` 12.5 12 16,0" 15.0" ISO' lb 0' 9.6 5.6" 9.8 S1•' 9.6" 5:19" LS,S" 12 5 i2 S' SZS' 1 .5' R 1.S' 16.01 9.6 5,6" 1A.D" T. 3-e" 16.0" &ffi' S,6" 16.0" 10:2' 16.9 9.2" l2. F 150' 13.9" 125" 6A" 12 12.5' 58,1y' St.t" 12.5 Sb.6' 101.11 12 5' 12, 5' 12 W. 15.0" 9.1' 115 D" 9.1" 16.0" Kl" 12.5' 12.5' 16,0" las" 160' D.1" 12,5 12 S' 16.0" 11.0" YG'9 ERBa9 / 33 R I P N 4Ms- UI ItiK /1 WOOD 6USKTMC 48 32 C°"i"'^'• ]2 Lt5" 460' 86' 7:3 12S S5. 12,5' 12.3" 36d T:0" 3.4 SS 1 12.5" 6' 1" 4 4. 6.23 " 12.4' .a" 4.1" 4 12,5' 15 4" ss" 5A 6,25" 1L3" 4,7•' COr $45' 12.3 4.7' 4; " A LT.S' 1 S. ' 1.2 5 4.1 " 62 ' 12 3' ea• A. D` a 26" 4:r 1.25' 123" 4i" 4. D" &2T' 123" 4.i" 4.0" 6.21" ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDE S E9 MA%IMOM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWADLE SPANS AND PRESSURES INDICATED INSF 5 EDULESHALLAPPLY, AN CTI 2 EN7E0. AN(311YI S[D(EIUtE BASED OIV PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, / ANCHDR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUFT R AND SELECT SPAN GREATS HAN ORE AL TO SHUTTER SPANS CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (BEE MOUNTING DETAILS ON SHEET 2FOR IDENTIFICATION OF WNNECittdd TVPEd. 3. "PAWL FASTENERS` ARE STUDS USED IN COWUNCTtON WITH ALL MOUNTING E�i MStW6 RA C 6.. 5" AN F. P G ( `T i IX STUDDED ANGLF PT j USE L OC PANEL ASI'ENER S AQNG TABLE VALUES FOR ALL'W- AND "U°-HEACE INCLUDING B ILDOUT CORD ONS RS ( U TTI ) 4 ANCFgiLS SHAH BE INSTALLED IN AOCDRDAMCE WITH MANUFACTURERS' kECDMMENOAT70Pffi 5, HOLLOW BLOCK HOST STRUCTVRE SHALL CONFORM TO A5TM C90 BLOCK, 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7 MINIMUM EMBEDMENT AND EDGE l7157ANCE EXCLUDES STUC Fm1M AND Fn32 - CO, BRII7S, OY WALL FINISHES WALL MNISHE55He11 BE LIMITED TO I/a"MAX OR SMALL 6EVERIFIED aY OTHERS TO ADEQUATELY TIT ANSFER LOADS TO HOST STRIILTURE- BT CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO VN-CRACKEO CONCRETE ONLY, 9, WHERE EU1511NG STRUCTURE 15 WOOD FRAMING,. EXISTING CONO2TIOW MAY VARY, FIELD VERIFY i FASTENERS ARE INTOAD ATE WOOD FRAMING EMBERS N- PLYWOOD, FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE NOT ASTH'1 10._ WHERE ANCHORS FASTEN TO NARROW FACE OF9TUD FRAKN% FASTENER5HALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MINL) WOOD STUD (f" EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE`SOUTHERN 'PINE" G-D,55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN H61D dL HEX HEAD, i 1. REMOVABLEANCHORS ARE. DEWALr PANELMATE ALLY 5 D-SET a BRASS BUSHING RE EV6 5 S POINTS THR 12, MACHINE ACHLN SCREVwS SHALL HAVE 1 _" M I M ENGAGEMENT F THREADS 7N EBA E E J' IN hL O AEA S INTO THE r= ANCHOR AND MAY HAVE ETTHEF A PAN HEAD TRUSS HEAD CR WAFER HEAD (SIDEWALK WILD 0 PILO- 43, AffiNSMUM BMEOMENT AND EDGE Orr, EXCLUDE15 Sil1CCOOR.(bTHER WALL F7N1SHF5 14. DESIGNATES ANCHOR COW11IO NS WHICH ARE NOT ACCEPTABLE USES. 1S. T DIRECT NOU NrING CONDITIONS- 16. LINEAR INTERPOLATION IS NOr PERMITTED FOR USE WITH THE ANCFIOR SCiECJULE5115'I731'ON THIS SHEET If N L Cn _ CD O _0 Q O 0 C . C Ca U -a �/ CnI"� CU O \ V t/ J O c O O ^^11 W O LL _ E N CS"� L ^Q_ .0 �.j/am'� Cn Z Z W J Cn QD Aid`) YY22 4-0010 U)) IL U `O i UW n� CU LLI c G Z Z Z Q J SHEET NO. S H 1. 5 --i I I, IT