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HomeMy WebLinkAbout6640 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUIP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW -EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL - VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOLLEGEND: �A = STAIR CALL OUT HEIGHT OF STEP DOWN SHEET NUMBER 1 INT ELEV NUMBER C = FOOTING CALL OUT - SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 ELEV NUMBER A9 ARROW SHOWS = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR 1 DIRECTION OF CUT SCHEDULE ELEVATION MARKER Al SECTION NUMBER 1< ELEV NUMBER SHEET NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 EI EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.I. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LENNARom LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL FA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL PA1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS CV 0 cV c1� JUN 2 7 2073 i Virtual Review Assist, Inc. Plans Review completed and approved 'cIr compliance with the 2020 FBC 7th Edition �y Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL 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 THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. A. r , ^v1 W W L0 N W L o 0 U v v� M M - (n U m M A� L r W MINEp Z) 0 L� 8 Ud� 20 o Q <- Z tno` U w �V W L 70 o E a m ° \ �r W IU ow LU �UJ Q �- ui WOE X x< z� U0 0 Q U LL)L0~ z2 0o0ZLLLLQ aa O _j (D� LLCLO W0zYZzp U) 0 Z QOLLJ LUZ 2-F 2Y�QQOQ OQ o oQQ� W I O O Z N OF_ (/J D ti F_ M (p Q � M Lo �U)�ti F-�C1.M Z U LU Z LV O J O A IT It o N ' N LO Z O U) w > 0 O r O C O o r 0 O M .- O r N N c> r N N O M [ ' M N O M N O I I 000- ♦^ ZZ Q Z v, O Z W +� 4 w v 000 (.)0(/) F- O =)zj oF-C Q 0 Z acres = W=a F-F_o �+ z�U) . W O <F-Z) NU Q gIXO W LL Z az �z o�J O� co z CS W,ql- > CD LAST PLOT -DATE May 8, 2023 Z O J COVF_R SHEET Q z z w J O N O N O I U f_ 60 a= L ELEV A S3 S3 30'-0" A 4'-0" 2'-4" 5'-4" 4'-4" T-9" 3'-10" 2'-5" 4'-0" 15 f a D 3 6 a 0 6 D o 0F U � B 2 M i ii i B I D S3 1 I D - I I II I I I II O I - I II D( I ii I W D— i I > II Q z I I > 01 � o - ' I II I gNoo I ' Q 14 I �0 co z C.J. I - -N -------------�---- Oz- r - ----- - W - -- - - I-- �- - -------- o U-- -7 F� J-- 0-1 r- - ' J n = I o I II NU I U)11 =- e I I z l 1 L) W 04 11 Ir—D I w I TL----------- — D— o I I I - ------ ;-1 I 13 D I I ii ii I I II II 11 11 I 11 a 10 I I d- cV � ( II II o Q-14 I I1I1 ----- ---- -- - -�II -_ �2'j ---r --- 3/8" 1s-----i C.J. 2'-6"---6'r7 -r--31/4" -7-'- 3-3 --------8'-51 /8" LAV LAV ELEC. ELEC CONDUIT - CONDUIT - p LO I---- 1 13 - C I �,_05I o 111 I I I I D I Ali I -----� 4 I I Q - o I I-----JL------� F--F---------------------��', 6 I - v I 14 I 9'-2" I _ 1C 1 I _ _ r --REF.--- - ----------1-------- .J �----, I I I Q— II o I ii I ii 11 I r------------------ �r----�i A I 20'-6" S3 Li i l 1 TUB I1 T-7" 1 ii ili IW/C o I I 14'-10" 11 LAV I I i .I II D I ll I D_ C.J.-------- --- ------ ---- ----------- -- - q Iih C 11 Z-)w 14 (I 01, 10 II I K Ili S3 I 0 [3 ii I I CI - II I o 11 4'-81/2" 1 S3 L1 WASHER III ELEV 0 13 7 I (-) 0 -4 m D III 1 1 2 L~i I ID B II 1 1 oo 0 1 -0 3'-5" v L I- - C.J. 3" — — — — — — — I D- I I i- fV A 1'-8" 3'-0" 1'-4" bo LEV 12> LO 4'-8" 6'-0"0'-3 B I B 0 I ID U� v 14 tz6 _ I I 13D DD B 3 1 iv C A C 113 d N d D 2'-0" 6'-8" 2'-0" 1'-8" 16'-0" 1'-8" 10'-8" _ 19'-4" FOUNDATION PLAN (ELEV B 1 /4" = 1'-0" m O v 00 0 M 0 v 0 v 0 ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) PI 19mF O 0 Tn co FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2 DP X 9 1/2 WIDE RECESS 1 1/2" DP X 8" WIDE RECESS 3� 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 8 42" x 42" A/C CONCRETE PAD C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. C MONO FTG 16" x 16" DP (2) #5s CONT. JUN 2 7 2023 yo Virtual Reviet tedtand approplans Review compMr compliance with the 2020kahr FBC3 1 yy Debra N s O co LO CD 00 e 00 Q z �., 0 W 0 z Q to N LJO W �■ .0 o U ch � U. N chi t (n 06 U -a- M c: U8 .F. o 0 saw o O Q U Q eei O � .Ln V w QN 7W L co E 000 V CL a W W (3W �W LLJCn W 0� I-Q _j ofQ~z� xO�_QOQMQEV02�0 Q (� H <ax_jzx�Oz�00�Q� °W°LyO-ZoWoo�mZ� 0 Z d W W Q a~wO�IYQ-�ZIZ 00Q J ILL 00Q o O oQ<cr Q LL I- u. if O O Z W OF_ w O �M O 0- J Lo U) ILL ti f- cM Z C) W W J O O I I I I O 0 CD 0 N 0 M M_ 0 N 0 N M N0 O O a- N CDi I N O I i I ' O 0 N O O O O O LOW > N M 4 6 ' 0 �^ zZ v, Q z O? W cz 000 }+ 0 v UC)Fn O =)zj o�Lj Z aWa O = W=W m~ ZOM ■ ■(.c) W <�Z) Q 0z0f>_ N WLL z Z Z a �z �� OCU p W z Al z W WNq- O 0 LAST PLOT DATE . . May 8, 2023 Z 0 MONOLITHIC FOUNDATION PLAN B 6 6'4" 3-1 2' SH 25 HD AT 6'-8" EGRESS 5068 SGD H.B. \ 00 U - 2868 � J \ j \ N OWNER'S SUITE \ co 15'-8" X 11'-11" \ 0 8'-0" CLG ti \ L� bo 12'-7 5/8" 6'-3" T-9 1/2" 6-0 5/8" GREAT ROOM 14'-4" X 12'-6" \ VAULTED 2868 2.5/12 VAULT. _ _ _ � N 2868 CLG M O. BATH (5) SH 8'-0 CLG - W.I.0 TP N 8'-0" CLG N M cn 36" x 60" TB «s SHOWER PAN DRAIN 6° M DINING Co (0 �' v SHW HD M CO 10'-0" X 12'-6" &VALVE T_ Q VAULTED _ 0 L ao N _ — --- NC R&S <o N LL M O I T;=I 00 CO 7'-3 1/2" 4'-2 5/8" N �CPT. I v q TILE H I00 00 co N BEDROOM #3 KITCHEN z I N 11'-1" X 10'-1" 12'-6" X 13'-6" J I v _ 8'-0" CLG VAULTED i• C N L- p I zt N'CO Z r' WO 0 co N - O I W co ti Q �w 2.5/12 a U ti � N`°w VAULT. ---- F- W§ CLG Y co 65<0 0 W 2'-31/2" "' 11'-61/8" _ DW - ----- _ - = --2668 4'-6" L 2'-0 , iv 4'-5 1 /4" 7'-11 1/2" 00 3'-9 3/8" '-3 1 /2" 2668 _ 10'-3 1 /8" oo U) r LO Z-) 8'-0" CLG M T Q Of It o W CV N N BEDROOM #2 5 SH 9'-10" X 11'-1" 8'-0" CLG H co TB TP N - BATH #2 u- o 2'-9 1/2"' 3'-2 3/4" 8'L-0" CLG � "v00 im 9 06 o i° 00 i c= 2.5/12 %WMWMWMWMWMWMWWNM%WMWM r VAULT. p co INSULATED CLG o WALL - Q / 20 MI00 N AHU PLATFORM M RATED DOOR W/ r- LAUNDY WEATHER 22-1/2" x 54" PROTECTIVE FOYER 8'-0" CLG STRIP -� ATTIC ACCESS BOLLARD 2 � � 4'-4 X 12 -8 96, fro K S3 B VAULTED �' SHELVES IN = r� LAUNDRY AT 60" A.F.F. N Co DRYER CDD VENT W o I `3-1/2" BOXSEN 1'-0' 3'_8 4" PADDED TWO CAR" FRAME WALL CLGRAGE SH 1/2 33 °0 - HD AT6'-8" � ________ -------------I LINE OF GARAGE IN 2'-0" 4'-0" OPEN POSITION w in 4'-8" 6-011 I PORCH I I 8'-0" CLG I I 16070 H.B. o N 2'-0" 6'-8" 2'-0" 11'-8" 16'-0" 1'-8" 10'-8" L 19'-4" 30'-0" FLOOR PLAN (ELEV B 1 /4" = 1'-011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO 13 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ FT 1928 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) juN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and app ved for compliance hV DebraAnne leKlahr PX2300 Edition ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 M CD �c co LO LO `� t IiV ✓ , ° LO 00 LO w 0 z Q U1 Q) LO moo, V/ L U �M� v N�co N V -0-0- 2 m .O t '00 � O pa:8 o Q �V) t U a° V w Q C", _ N o E_ CL W LLIZ LJJ �W fn W0� F-Q X X~zX <0�< '00_ � Cri Q �0 M CJ acne '0 0O Z OZ0200-Mj0z (n W n. Lu W W (n x Z a~<0 U5Zwz UJOC) :'= J LL Ow �F-F �Yz¢Q OX 0 D 0Q M Q LLa 0 �QLL. !1 0 Z N OW F- > (/) O M � O 0- J U') 2U)LL_ti M 00 Q U Q Z F- W W J0 i I I i I I I I i I O 0 N 0 N 0 N 0 N N \O a \ o � N N O I i � N O i z O N W o 0 0 0 o I Ui I co O- �/1 zZ vJ Qz W O ♦--+ W z z O -i--+ O U W 0 Lo � F- p p z j gWo � Za�< Q O = W=Q � m~o T—i z O M ■ W <~� C.0 Q zX0 N v LL gZLL z az cn Z �� pU _o W Z z z W O "t Na O LAST PLOT DATE z 0 J FLOOR PLAN B 0 N Ln 0 F_ 10 30'-0" 6'-11 " 6-0" 0 C' U U E 7 L0 0 CJ3 I 5 I I CJ5 A7G I 8'-0" CEILING /A6 I j A5 I I I L--------- ------ ----A4---------- -----7 ---- - - ---- ------ ----- - --- - II 1 I II II I II II I II II I I II II II II / C i 1 8'-0" CEILING I I I II L1 II Q II I II - I L- - - II Ij ----------JL-------------��-------==7 I I I II II II _-- 1 , 1 N I I 1 11 I II II 11 I l I 2.12 VAULTED CLG. i -----J I ¢ i I I I 8'-0" CEILING I�--------------- ----------------- II 2.5/12 VAULTED CLG. II a I I I / I/L II II -- ------------------T-- -------� ---T ---- I II II II II II II Ff 8'-"iCEILING I I II II II I II II II II II II II II II II L------I�______ �---------- ----JL-----"I L-------------------------, I F-- -� I A/C: CHASE i A/C 1 1 � I � I II Q / 7 7 2.5/12 CLG. I 1 I li Ii A1B 11;7 J 8'-0" C I NG 11 A8 I II II II Ij A9 II 11 --- ----J A10 8'-0" CEILING A11 rb CJ3 - S�, CJ5A CJ5 Gil U E 5 LU CJ3A CJ3 EJ7 y✓� U ��� LO ' C1 oil U U 4'-8" 6-0" 19'-4" ROOF FRAMING PLAN (ELEV B. 1 /411 = 1 '-011 0 0 0 0 0 0 ti REFER TO ENG. PACK FOR CONNECTION TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS, ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES SUN 2 7 r Virtual Review Assist, Inc. Flans Review completed and approved f:1r compliance with the 2020 FBC 7th Edition 'Iy 0ehra Anne Klahr PX2300 SHINGLE ROOF 512 / � 12 HEEL= 4-1/16" 2� 01 PLUMB 2X4 CUT 12" LABELED END MARK TYPICAL 5' SETBACK CORNER -SET Total Truss Quantity = 79 LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 V-0 5/16"--r� I, 2'-0" 1, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING ATTENTION' DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 60' Span Spreader Bar \ 60 degrees Y orleas I 1 /2 I 2/3 to 112 Ta line span approx. Ta line i span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F'DC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARR SHOWN ON ENGINEERING_ WALL KEY ►•iiiiii' �I�ij��I�1 LOAD DESCRIPTION INIT. DATE R/01 Created from BID B312288A AS 8/6l2015 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9118/15 RB01 Add Vaulted ceiling in Great rm, AS Dinino rm Kitchen Fo er & Entry 12129/2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/23/2019 RD01 LCA JTH 1/4/21 CARPENTER CONTRACTORS ®FI AMERICA - 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE+ (800) 959-8606 FAXI (863) 294-2488 BUILDER : LENNAR HOMES PROJECT :'TOUCHSTONE MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450B ALT DESC: OTC LOT : BLOCK: DESIGNER PAGE HALE DATE 08 06 2015 LAN# SCALE N3215941R 1 4 11=1' F, cM N 0 w N 00 in r� ^. o 00 Ln _= Z w n O w Ix Z Q t�Io` N LO N E `moo D W L m / } N co M 0\ �rn Oo u 0 V W a� 0 E " o� �W I.- W J W `2 Uj , O IY:� ly-0W Q Q 0 J�O�IYu)LL0020 JO j CY ¢ z� L Q z 0 H¢ Q ~ 1— O Z Ow�WOZOwO�Coz Il. fA W W rn a' Q .J LL QQQpw¢oZWZO���pa. OW �F F �Yp¢¢ Q Ocl�LL Q o Z) <0Y 0< I— Li O Z CV OW f- > W 0 Q O (0 �M � � J U_ U) ti M 00 ZV< Wz W JC:) co I I I I I I O N N N N o N 0 N CM 0 N r 0 N M N (3) o O N o ' t N o I I ' z O N w 0 0 0 o I o N M 4 L6 I I coLO Z~ V♦^ J Qz O zw +� O W U 000 UUU) Lo -0 o or Z aMa IX < 0 m~o r� �0� WIZ) • C ( p ZWO N z U LL gZLL • Z az � pU _0 m z Z z w W 04 O N O LAST PLOT DATE • . May 8, 2023 z O J ROOF FRAMING PLANS B -- �rvw ROOF PLAN (ELEV B 1 /411 = 1'-011 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN 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 VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT " SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT JUN 2 7 2023 Virtual Review Assist. Inc' Plans Review completed and approved with the 2020 "c 7th Edition for compliance 5y Debra Anne hlahr PX2300 M N 0 N ip LO o 0 LO ' a z w z a V) N Lr) -0 W L 'L o U C) M = 4i N M 2 I� v I CO U Q + a W E U O � O S L•� 0E8 o Q U Q _ • (n LU `r W L coo E� WF oLLj ui w0� r<z< Ix _j 0' � z�0- ¢0¢¢(� LLL)11 Q U 0,cr Z) ZLL2z2u 0HQQ - O OU)� LDZ0x00mZZ LU _jd0ZU-¢0Ow�a OOy0ZzO0 U (/i Z QW%YQQ Q¢ILL Oa OQ LL O ZW U) 5 O M M Q � tf �u)�ti F— IZ co Z V z W Wo J 0 J d- 0 000 0 c- N Cl) N O 0) C) C) e- N N O I � �_ N O � Z O N'^ Lr) `1 , W o 0 N 0 ri 0 d' 0 Lci 1 i 1 1 qq �^ Z~ vJ aZ III C)Z 000 0 U U U (n ^ i1 O W O> OF-0 Z airy Q C) = w=a F-~o rl Zo= aF-0 C� O za�0 N z U LL gZLL � z TZ �� OU 0 z a z w LU o N O 0 LAST PLOT DATE Z0 J ROOF PLAN B ELEV AT 8'- T.O.M. ELEV AT 0'- 1ST FLOOR SHINGLE Rt ELEV AT 8'-0" T.O.M. 5/8" STUCC, OVER CMU ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 8'-0" _ T.O.M. FRONT ELEVATION B 1 /4„ = 1'-0" REAR ELEVATION B 1 /4" = 1 '-011 SHINGLE ROOF 1 1/4" THK x 6" STUCCO BAND 5/8" STUCCO OVER CMU 15/8" STUCCO OVER CMU 00 2'-0" C° ELEV AT 0'4' -; 1ST FLOOR FF - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV AT 84" _ T.O.M. ao zo RIGHT ELEVATION B 1 /4" = 1 1 -011 5/8" STUCCO OVER CMU ELEV AT U-0" 1 ST FLOOR FF LEFT ELEVATION B 1 /4" = 1'-0" ti I 7 I A5 I I I I I I I i I I I I 511 NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL � OVERHANG DETAIL FINISH LEVATION SHEATHING FACTURED TRUSS RIP EDGE INUM WRAP INUM SOFFIT ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 d = - -;I M U COLUMN DETAIL FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO 2023 Virtual Review Assist, In�l Plans Review completed and app for compliance with the 2020 Far yt 10 ,ic�ry�IRi 5/8" STUCCO FINISH --- 2 �[ VARIES CV CV ASSUMED GRADE 9 ELEVATION DETAIL /d = 1 n 1 1/4" THICK M 00 Ln LO 00 LO Q r ; 0 w 0 z Q n,./ I W LOW N C L = -0 0 0 Q CO V ti N t� U O co") �.� L M �O �8 0 U_Q o Q i U Q) U w Q 0 TWA !L� 00 Uj W C� W ow C6 WOE F ~ �qQ�'z� Q z XD-JWO��WLi0OO�JO Q U � aox zX0 0❑ cyw�92z0x00Mzz T- W 0 Z IL U)W W �Q QFwpW�FzLUWO❑�Opa. j OX ❑ D ❑Qz<Q ,_a 0 �aW O ZW o� U :D ti �I--CMO00 Q w CO � �U)�ti < W < Lq z oo Z U Z W W O J O I. E I Q N N N N O N O N C') O N — N CO N 0)O O � N O I I N O I Z s NOf ,^ `l , w � o O N O tM o st' O Sri LO �^ ZZ Q z V, O4-1 w ZW ♦j M O WWoo U UVF O z)zj goo -� Q O Z afra � = W=a m~w (� rl tr z0 o= C� W O <F-=) zfroo N z U gZLL LL • az m QF2 p0 oll J z z z z W w J O N O LAST PLOT DATE • z O May 8, 2023 EXTERIOR ELEVATIONS B I I I I I III 1 11 11 1 1 11111 1 1 A/C DICONNECT WP GFI G, I I PORCH ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & 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 CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets 1 pP #12 copper to 20 amp ckts 00 AMP 200 #10-2 copper to WH 10- #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS JUN Z 7 Zt�''J Virtual Review Assist, Inc. Plans Review completed and appro en for compliance with the 2020 FBC 7th Ed' by Debra Anne Mahr PX230P, ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH--,— SWITCH- 0° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING I SMOKE DETECTOR LOCATION: WALL o Z S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E)= 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTURED WIRE OUTLET b- SWITCH AT 36" Cl) 3 WAY SWITCH AT 36" 4, WAY SWITCH AT 36" —O PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE -{f}- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE {�} WALL MNT FIXTURE NOTE: TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL - CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos COMBINATION DETECTOR 0S SMOKE DETECTOR cU-18� UNDER CABINET 18" cS-18a SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 5724:R 24" VANITY LIGHTING 5;;F 36 ;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER GM CHIMES (DELETE W/ INTERCOM) MASTER STATION Iffig-0 ELEC PANEL El VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT GE SECURITY PAD 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. to N �O — > 0 E o _� >r c 'o ch v m CO co N W } M (D E L t W Z) O 2 0 OAS a Q (_5 0 �V V woc) a � W L 0 �� V, W ILL!LLIz W cw vi w0Uj � �Q Lu X x �z= U� Q Q U xf)- J�O���LLL) j d 0 Z x li 0 Z M 2 0 ttoomgz LL H¢ Q 0 0 o(0X9 cnwawc)LuLLJ �o:¢0�.j U d U) Z _jOa>zYOZZLL0LUZLU < LLJ � � Y � D_ L) ILL ¢ oQ o 0 o¢QX LL i O O Z CV O� D ti 0 � M O Q M [8) U) �- 11 cz 00 Z Z W W O J O I I I I I I O N o N 0 N 0 N N N O O a- N O ' i i N O ' ! 1 � Z 0 N W o > e- N (M to i ' 00 0 zZ () ¢z w O W ZW 000 'a--0 O U L)0� O �zj OLD Z atra �- O = W=Q T� z O TZ W co ¢F-� C� < O WW N z U : x gzUL 34 Z az LD ?� OU a _0 W Z z z z w O Lilqt N 0 0 LAST PLOT DATE O • . May 8, 2023 -4-+ � J ELECTRICAL PLAN A & B I I I li I 111 11 I e� ICI � � i i I I III I I I 1 11 11 111 1 10, 1 _ I I ___ I - 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 A F DE EMBER 1 T 2 HR A ED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL S O C 3 S 003, C OM T CO S ( ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOIIS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE 1 HE 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 GF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS. HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 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. 1 ST 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 FBC 7TH EDITION (2020), 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 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 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 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: tW4§i1 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 STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. I 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. S 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) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 ELEMENTS ARE IN PLACE. 4.8. SOIL: 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 FBC 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's systems including all risers and spray heads shall not be installed within V-0' of the building side wall. 4. FBC-R R318.7- Toprovide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less '.han 518" 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 overpogr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including 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 box9s, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE_ IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, 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 DESIGN STYLES ARCHITECTURE, 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%8" 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. JUN 2 7 2023 V A Virtual Review Assist. inc. rove plans Review completed and app for compliance with the 2020 FBC 7th Editit'r by Debra Anne Klahr PX2300 M N N g. m u7 00 4 A yl f S'5 r !` x Q LU CI LU Z LO N L0 � W L •O o u MN cc C cy) di N D M - -0M A� t M 0 LL- S X Q .Ns w�^ N#t ■ QN V CD E0 0. a V, w w L W J w O 0�Z Q Q V J�O�XU)LLV01_j0 Q 0 ZLELLO_ZmuOH¢Q Orn�w�OZOU �ZlWX<0Z JZnwanwww oOpugW<<LZWo¢ ¢ ¢ LL O ll 0 0 Z N OW 5 � 0 M Q LO G Z�CL20 Lq F- W 0- Z U LU LU w0 J 0 J I I � I I I I I I O04 0 0 0 o N O � ems- N M •-- N 0 O C:) a- N C)I I N C) I Z O NOfo ' n LU 0 N 0 M 0 0 Ln co ZZ ucr ¢Z W C)Z +� 0 W 000 Z Z)Zj 0W-0 Q C)=Of d - a LU T- H TII Z 0 a W �� <IN �o (V v W L1 Z Z a-Z �Z U < 00� m Z SNO Z Z J LLI o N � O C LAST PLOT DATE 04 O . . Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIANION"D40ESH EXPANDED METAL LATH A77ACHMENT. METAL LATH - 1��ALL SHIEATHIFIG 16GAx.1-1 .2" LONG 13;4"-1" CROWN) STAPLES awu 6" O.C. VERT BETWEEN 16GAxi-1"2'LOh"IG t34'-1, STUDS +(NOTED THUS:— OF -SET - CIRC".°"1t1: STAPLES LES 6'" STAPLES BETWEEN STUDS AS SHOWN I I � I O.'C. "ERT INTO STUDS (NOTED THUS--) METAL LATH ATTACHMENT DETAIL REV. 09,24.21 SCALE 14" = 1'-0" `DETAIL EXCEEDS THE REQUIREMENTS FOP.. FRCP 703 7.1 LATH- ` -ONLY APPLIES TO LENNAR TPA',J ** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2 LONG (3/4"-1 CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO 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. 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" a - STUB -OUT FORLO O a GAS METER _ 0 0 0 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. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON H-i S20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING rI ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + b + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 4'-0" + + + + + 4' 0" + + + Ll + + + + + + + + �1�. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" 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 FILL CELL STD. 90' HOOK BOND BEAM .... . ............................... w ¢ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR ...00C . ... #5 CONT. ...� FROM CFOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" max. � 4 max. Clinch nails _T when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor col imn -1 InAr'C N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below. consideration. Check local building code for appropriate 1116 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° + 1/8" gap + Boise Joist Blocking Use 3" N Od1 nails at 6" o.c. higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists _1122714 meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Q4,` Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 7K Ile W ❑ ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN HE 1Yz" TWEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 E 1 12 13 �10 Rectangular Hale Side (in) 2 3 5 6 18 9 Any 16" joist Span tft) 8 I'-0., V-1" 1 -2" 1'-2" V-3" V-3" ,-7 V-11" 2:4„ i 2' 9" 3._2„ 3,_7" 12 V-0+'` 1'-1 1'-2" 1' yr, V-3- 1,_9rr 2,4„ 2. ,1„ 3, 1, 4.-2" 4'-9., 5'-4 " 16 1'4' I'-1 1 2" 1 2" 1 7 ` 2 5 3'-2 3'-10 4 -9 -7 6'-4" 7'-2" C 1'-1 1 2 1 err h 0.' 3 4'_D .ir_,U 11 -'1' 7'-11" 8, i 2-4 I `-o', 1� 1 . 1 � r 1 ai r 12-5" V-7 4f-V" 15' 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 ATABLE 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. 1Yz" 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 Bearin Location Series De th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BC16000se BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11 " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMEEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 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 PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a 4 .. ° I I° d =1 1-1 11-1 1=1 1-11 d I I a.' ° I I I —I I1=1 I -1 00''I ;III I•—I�ITII _III— —III_ 11=1 I I —I 11=J 11=1 I I I I 1=Ill _ FINI GRADE =1 I I=III—I 11=iT=1 I f 111-11 I 111=1 11=1 I =1 11 I 1=1' I I=1 I=1 I I=111=1 I P 11=1 11= III —I I I —III III —III—I I I SLEEVE THRU STEMS ° °. SEE PLAN FOt2 °• a . • . a *4' FOUNDATION INFO d STEM FOUNDATION GRADE REINF. SEE PLAN d iEd —� A/L. L riAJt 4" t1vu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. LSEE FND. PLN. SIZE & REINF. 12" BELOW GRADE e. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° d 4 ° d ------------- •-as----a ----------------------- z io � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ,Q —T, III —I ° a d 1=jTE i- ' 1=1''- III 11 SEE FND. PLN. SIZE & REINF. JUN 2 7 2 Virtual Review Assist, Inc. Mans Review completed and approv fnr compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M N O N 00 - 4.# iJ ,, a LO LO T9 r z LLJ i Yf O .•= w 0 z ^0 N L N E 0 o 0 cy) 10 V) V Q 0 co 2 M t Oo B o } Tti1 �� p ti o 0 Q V_Is U6° W L 00 E � a w -LU w w20 f- X Z �z o LLJO Q Q (� Q�XJc4o1:01_w 0 ZLLLL-Z� J F-¢¢ � H H 0U)� 0z,oE200m0z vrLuEL>Zwwwvr�of< u) 0 z ¢~,¢(DCLO���Zgwoulv0¢ LL 00Of O 5 E5Qz�¢ LL ¢ O ¢ LL H sll O O z LU 01-- U) J ti M O Q U) M LL_ � lq M a�<00 z z� W UJ I I I l I I I I I I I C)O C:)e- cN M o N Q Q O M - N M N C) C)— O N C)I I N C)i I i I z 0 NOf '-) > o 0 N 0 M 0 o to I i I 1 00 0, >- zZ U) Q Z W C)Z 65 zz 000 0) 4-1W 0 V O V rn LO 0 :Dzj o�< z a�a< 0 = =Q WLn CO V 1-- z O M UJ Q I=- Q 0 ZWLL >_ N U gz z poa- m z SN1 Q z W W o N 0 0 LAST PLOT DATE .. z 0 STRUCTURAL -J DETAILS I I I I 1 '111 1 111 1 1 1 1 11 I I I I' 1! 1 1 pill N'1 11 111 I 1 1 1 _ (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 811x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR � -- 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD u- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. M 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR oil AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE v °° � 6 MIL VAPOR III D —III z BARRIER I' 11 III ( III= COMP. SOIL, I I) (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HCOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS—[�RECESS =T z II ^M SEE A/S3 0R J/S6--`-Illi l L--i r. 1-1 , PUP,5111 T FOR REINF. INFO. L 3" MIN. CLEARANCE 11'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T, PLATE 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.) WWF OR FIBERMESH `'' � p ° ° 1> I —III —III —I I o IIIII111 HIM 111 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" IL z 11d 4' A.F.F. d e . C.7 ELEV. -0'-31/2" H OIL d. d e, ..'Q d O 4 A.F.F. O 2x4 CANT. LL p a o e GARAGE DEPTH VARIES d GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 21 S.P.F (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" 11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR P x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH 3 1/2" MIN.Jill 00 1 —I —III—III 3 1 /2"(��n)-I- -III—I it (2)#ScoNT. — -II ;,1111�11111�11111 III ICI-1 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP i SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 1 nn N�( 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -0-11 NAILED W/ 8d COMMON NAILS @ 4" O/C P°s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. 1 D D °z I /2"(min.)- 4„ 00 31/2"(min.)-4"-I�I—I�I =III I�I ��I� =1 I l l I ITI-1 11=_1 I I-1 I I 1 I I-1T_I (2) #5 CONT. I l — 14,;1 I ,IIII ��II41 IIIII II I I8 �- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE: 3) S3 SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2" x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \\�/ 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD mmmmillillililimil (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING *SIMPSON SP1 10d NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� w/ (10) N 2x P.T. PLATE TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ' GRADE �„ ' z #3 & #4 LAP SPLICE GRADE 40 MIN. 74kSiijo FINISH GRADE °D 60 MIN. MONO OR STEMWALL — — — u 25"MIN. LAP [30" MIN. LAP][GRADE ° FOOTING MONO SHOWN ' o D °O FOR CLARITY o o_ _ 6 MIL VAPOR BARRIER i I I I III d ° I=1 I I I=I I=III=I I —_ III —I 11=1 I I=III— R 1 7/8" I—III—III=III=III—III I i N z 45 REINFORCING BAR ° D ° _ III—III=1 I I_I 11=1 I I —III- Z I I I I I I _ I I I I I I I I I I I I I I III —I I I- — 1 I-1 i 1=1 T� #5 LAP SPLICE NOTE: ° o° ° 0 1=III—III=J 1=I I —I 11=11 III I-�-1 1= g 11=I I —I I —I I=1 I=I I� `� COMP. SOIL. (COMPACTED TO *FOR BEARING WALL 1=III=III=III=III=1 I II 95% MODIFIED PROCTOR ASTM 1 �I I 1(=I I=I W/ UPLIFT ONLY — _ _ — — — — —__ III=I I I=1 I I I I=I 11=I I I=I I I=I I I=i I I=I 11=1 I I=I I I=I 11=ll=I I I-1 I I D 1557) 11 11111 l I_, , I 111, I I, 11 I I, , I 1 —I I I, I III I1II=III=III=III=1I1=1II=I I 1—I I I=111=1 LI=1I=1 11-11 4" V-4" III-1 Ell IL 111 , I I I-1 11-I 11= FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION, 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE ° 00 — • -I i I -I l 1 )#5 REBAR w/ OPT. ' 1=1 11=1 I I III 1= 11= I I III 1= 1 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' Cl) T —ITI -1 I � I I� III,=1 •. ..' ,. d 1I 1=� I � I-- .. 50 I—III=11 1=411 I. SEE A/S3 OR J/S6-1 l i I I ICI i I I I 1. FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB OILn,_O„ J CONT. BEAD SEALANT INTERIOR 2x STUDS @ 24" O.C. U.N.O. df 4 GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN AIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.444 WWF OR FIBERMESH M 6 MIL VAPORTM_ IIIBARRIERI-I1T I 1- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE w p U III— 5 I� �=III— I I I , III �I I I I I III I I —I D•° 10' #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF'�� SCALE: N.T.S. �3 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 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING zz ATTACHED PER NAILING w SCHEDULE o: > w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. M SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL "'• °. O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS r�> FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-6 COMMUNITY SPECS ------ ---- 1 • • , • • . , 00 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 _ WWF OR FIBERMESH �, E —III—I I I —I I I r- (2) #5 CONT.—_=I I ICI I II -I I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH M � E xr rvoolilau — 1 4" l V:4" l 8„ FOR REINF. INFO. ! 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D. M SCALE:3/4"=V-0" S3 CL MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _-E CONT. FOOTING STEEL MAT REINFORCING. Q ' C'M 00 - GRADE — a ° d C7 J ;III —I p • ° —I Z ==1 —III= T�= w 0 o N=14 n llll • • °• . I I I —III —III z LL — °Cn . -III I t I —I I I—ITI=ITI=1 I I I 1=1 11=1�— L) BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 JUN 2 7 2023 �. VRA c" ;Tans Review completed and approved r compliance with the 2020 FBC 7th Edition ay Dehra Anne Klahr PX2300 eInez, M N N 00 LF J Dt-,:, u, r, a N.Z '° a L0 s Ar 15 01 5 w w 0 z Q �IN1 N L0 z _W L 0 o u )co 4— } M a N V Q�� w M O S W 0 E� .62 }L V a a N 'LLII �uj LLJuS w0� - < � < Z of Q2 < F- U I— ? 5 X Q Z X LL 0 � O LL C7wwwo t2g5mz� Q Q v O Z cn a cnww Z X<0 Q~wpm~oz W6M EL LL oQ 0 0 0QZq�a ILLa O Z 04 O11 > (n O z LO J ILL W Z U W W J 0 I I I i I I I I I O o 0 0 0 N N N N M N C) O O .-- N O � N'' O I t z O N6 W o 0 0 0 I { Ll , Lo � � N M 4� i cr Z~ v / Qz w O Wm }0 0 U 0 O 0"F, 0 orQ Z alo�a O = w=w m�Lu H r-I z O = %- QT� C0 0 zoo N Q v gZx ILL • az m OU 0 m IX Z z z LLJ J o N > 0 LAST PLOT DATE ■ ■ Z41 0 STRUCTURAL DETAILS - MONO 1 1 1 1 I 11 1 1 11 1 Q' 1 1 9 1 I' I' 1 11 r!1 I I I I I I 1 I I_I III I I 111 11 gill 0 11 I 1111 IF _ I 1 I RI v, I I I W li 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION ,__ PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID �T_I�POINT EVERY OTHER ,•'� STUD W/ (3) 10d NAIL 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = __ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE '�: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. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" 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 DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT- NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT - AA I rl STD. 9eHOOK_/8"_11?n OPENINGS GREATER.. PLAN) FILLED ' �� ■■ill MEN �lill 1111�' ■■ill lid■■ �II11OPENING 111111M ■■I11 INN �II11 I!!I� ■■lil Ili■■ �1111 II III NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL LU 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR j TRAVEL DIRECTION OF .. :::.... GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a • SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" EI] V SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C ZTYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER, 1/8" THICK OVER WATER RESISTIVE BARRIER INTERIOR ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d WALL ❑ ❑ NAILS AT EACH STUD �Y Ct DOOR OPENING DOOR OPENING DOOR OPENING --ft 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED — COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL . ❑ ❑ O/C FIELD ❑ ❑ 2X4 PT STUDS @ 16" O.C. FET(2) 2X4 PT STUDS UNDER HIP 1 ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD _ _ L_ MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. — - - (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL__A_ W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° a d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° DOOR STOP PSPN516Z w/ (12) 16d NAILS a ° MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 d ` • SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. GARAGE ' 48, SPLICE STAGGERED _rz/ I DOOR J-BOLT TRACK �M/N� • BRACKET O' n�^ 10d @ 8" 0/C DOOR TRACK-----' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BECKrK"�'� 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 STUDS 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 SFFO� N�' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE WI (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. DO SIMPSON HTT4 TYP. Op OR FN�NO, U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. ,9 1' — V 10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �4 F= 2240 LBS P.T. ATE SIMPSON I—C—) JIMI'JVIV 011`14 SP2 onvil 10c ST J- M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 ° d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W U 2x TOP PLATE/T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" EO.C.. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. A PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 ;P4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" :IOXIED A.T.R. l&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE /— 2X BLOCKING O (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 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. --PLYV1/DOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM ° ° ° 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 rR SCALE: N.T.S. S4 JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and appr ed for compliance with the 2020 FBC 7th Editic;l by Debra Anne Klahr PX2300 co tR ` 0 00 ll � j.` A,- 'JI 5 0 S � tJ� ¢ z w W 0 z W L '� �D N U M 0C. d Ln V Q 70 f M = r o moo 20 �•� O tLo o Q Q _ U p •N U W Q N TW L E00 n a LU W (7 W 0 LLI Uj W 0 H~ ¢ � _ W¢�z� 000U z 0 Q Q U Q0� J¢0¢�¢iC�i co oCE °o�z — omf oWfO Q ¢iWWW gz Id2W5- Q0 -_l50vmw2LL Dp 0 Ix zQ¢LL ¢ ¢ O LL O O Z W O I. S2 Z ti p F- � o Q W M UI C/) ti z I— 0� a. M 00 < Z U Wz� W O O I I I I I O 0 N 0 N 0 0 CIOQ NO> C)� C) N C)I ' N o I i ' z O N w 0 0 0 0 0 1 1 t o > � N M mot' Ln ' � ��1 � zZ VJ Qz C)w 0) ♦--� 0 W v 0 O O_ C-)0rn '� Oa Z)z5; LU or Z aka Q C:) = W=¢ co LLI O l 1� z0= LLI ¢I=.� (.0p z(r0 CV Q v gZLL W RR Z a �z p0� O m z z z z W WC) C14 O LAST PLOT DATE a ■ ■ z1-0 0 STRUCTURAL DETAILS SIMPSON HGAM10KTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w! UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL--7 (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM ' SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. ., LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING ENDzNz ATTACHED W/ 10d GYPSUM WALL BOARD TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST '7GABLE 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6' O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12"FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 �- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0", INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C n n n n n 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION rT� O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" TITEN ON OUTSIDE SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 00 co x Ix INFORMATION CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES rn 1/ (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 x EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (2) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST48"04) ROWS OF /C FOR THE (2) 16d NAILS 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA, END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) i6d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. CJ'CJ MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR CONNECTION TITEN TO CMU 2x4 "T" ON TOP OF PANEL : BLOCKING, FASTEN WITH 2x4 BLOCKING W/ ..: EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 7. 6) REFER TO NDS 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 g SEE TYP. WALL SECTION FOR SCALE: 3/4 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL � (2) 16d NA (2) 16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 VVIYI Ui�/"ll \IIYIA GABLE END BRACING DETAIL 12" RSH SCHEDULE ;ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" !NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (010 SCALE: N.T.S. 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 MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W1 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS-- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C1 w w 0 o - 0 z o m o ;t o 0 Q o b b �v IT Q o � ----0 1111111 6 w t; 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. �--� a REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. SrJ SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGH? 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 JUN 21 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edidov by Debra Anne Klahr PX2300 I LO 00 LO LU o w x 0 z a 0 � W LO N E '00 W L o C) c) !-N6 �� N� co (N 0 m 2 a Z) 0_ u O 0 8 am Q .Ns wa^ V E 7( s` o � 0 ° -0 /W W V Lu OLd vi wpF— �Q xa�zx X02�aO¢Q<WUe 0 Q Q U F 20O :< °z2°o�) 0z-� 0U)Xw0uo200MA 0ZW Wz:wwN— ow�o<¢pQa Q ZZ 9Q O aLL OW z Y O aa�O >l! O Z CV Ow iCD cn�0 Q LO Lij Lo of a- M n- 2 o ZU~ Z� W Lij _j O O I I I I I I I I I CDC) O CDN O N N N N N c2 M_ N M o O N o ' t N o I I Z O NU) W o O tD O O I LO > N M sl' t6 I 00 Cr Z Z \,/ , Q Z W O Z -�-� 0 W v 000 LU 00 00 �■ C� Z gird =T_ =Q CC) w O F- ZO < CO 2 0 zoo CV `t v azu_ 32 Z ZQ - z LL U _j O O CL m z z z Uj J O N 0 LAST PLOT DATE CN O .. Z 0 STRUCTURAL -- DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ( TO UCT 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 _ 3-1/4" LONG X 3/16"0 LONG 1x4 P.T. FURRING „ — 3/16 0 X 3 LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL x4 P.T. & 1x8 P.T.MASONRYTHRO 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 OR CONN. " DRYWALL DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN• 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH ox4kl 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK -- 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. SCRIBE (NOTCH) - - FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE BRACETAPCON 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN-"NAILS VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 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 4' MAX. RAD. PROPER INSTALLATION MAX' $ FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90, HOOK (1 Iry IVEI/al/I 0/ ��L +5^ NOTCH WEB AT FIRST 2 COURSI UPLIFT 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i 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 ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 000, 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 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" MI. N 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 MAST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-4' F.F. n X , p p p pp ° _ llf i_lli, III-T —I I FE1 I f—T p I I I-1 11-111I_ IIIIEll IIIII111— p I-T . I GRADE p. D p IIIi i i� Cl) p . z_ \ ° ° p (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN YP.) THE :S I IAIAt-%nCDTADI C IAIQTAI I TIf1A1 FILLED CELL INSTALLATION rH SCALE: N.T.S. N, i H1 r . . i C — ALUN - D::: P EDGE b -r, ht=1PI i 1 ?, "' T 0V E'AINTE=; r �I —T - .w Lw; 5;1E": LAC' ,(D: N _)_: E BE �:'e'W I :a_��rar "ti:CtJTCCo C F, :_OLIE• r;:^_i( -IT 71_ �x t ��.I:1rd�_, rd.4l�tL i T =iP CKIN,: ,e j N,1I! t E JIL F; TO 114TCRIAL :,PAN CAPACITIES &A`=E D ON _ L>Eti0+=N � FtE4 _ ktti tic _ !DIED F(_";R c- �%IP0NENT� AND CLADDING LISTED ;TED !N THE uE� a v CR TERI.+ ON SHEET SN ii► s A: I l Fk i'l ` H'1 A, 1 %1 IN;: Fi 3 I�-"4 PF,1 D J•_,TAF,,:Ri_ Ai) F w:I,ANNCL 7A 7-4_D C1U x : T NAIL T1 7 ErIpA 24" CfAE-E[ P ICNT _TAti __c .tls 2-V I,1AX C­_- _- IN _ IAMCfl- ••-T F,r, ,,-4 ` 1 STRUCTURAL -y�SOF FIT ;Tc 11TH :_;�Qr�c 1h i-I,. bI 1 {IN[ PER i HF __. k H'._ rA N 1 1l I_f, >r. �a�l 1 ERIA REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 1 Od NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + CF + + �GTy PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 SEE SHEET D2 AND 1/2" NAILS TO STUDS & (1) - FLOOR PLAN FOR 5/8" DIA, ALL THREAD ROD MORE INFO EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN, EDGE DISTANCE _ RETROFIT FOR MIS MSTAM STRAP RrAI F• 1/4 z O W O W U_ U) 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ A 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST WI 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 SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° °••' OVERRAN, y RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. V-0" 5'-0" INISH FLOQR > p C ° ° p #5 BAR ° pD p 10 ° p CENTERED W/ g p° °p 9 K p IN TOP o _ p KNOCKOUT/ N —� _ =I ° CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN I — •p p ° AND SECTION DETAILS — CLEAN FILL DIRT Z STANDARD o 9(Y HOOK CN #5 BAR IN FILLED CELL Sk - - a• v O v- a. V 0 e- �• i V e- ,.• v 0 e- n.• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJE( )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 (2) #5x6' IN CONC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY n A711r—� EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. JUN 4 '"'A y Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the LU20 FBC 7th Edition by Debra Anne Klahr PX2300 ! l f ra �g N 00 00 yo LO ah, 1 00 LO LU ° .�` _ O e e... 0 w W 0 z Q C W L ,0 U cM `00 ai �0 N "i 2 v) V -0 D_� w M M 2 0 O VJ � � N Q s .N LU N C W L Ez m 70 C) a W 0 p L Vj W 0 D- �� x _j xa~zx of Q Q U (— <ox- WLL°z2°OO jQ 0OX0�0z0E00mzz 0 O Z fnWdW(nW W W(n�R'QD - _j a.0Uj zaF0ZWZOLUOpa LL OW UHF_ �Wp Q OQ o oQz 0 LL �QLL i O z CN LU 0� CMO O Q C/) Co � U) I tL Lq M Z U Z W w0 J O i I i O 0 0 0 N 0 N N N N0-58 N I N I ' z O NOf W 0 0 0 0 0 LO L �i M v L6 t COT � z �- QLU C)zw ♦�-+ 0 W U 000 UVU) L 0 0L> z d_iYa O 2Lr) Cr = Q LU 0 ~~O H z O = W <I-� C.0 Q 0 zoo CV v D-ZE z �z U O z z z W(N O LAST PLOT DATE o ■ ■ z 0 STRUCTURAL -- DETAILS - RETRO FIT IL ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD, 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4AST-4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12.0B 8F16-0B 8F20-OB 8F24.OB 8F28-OB 8F32-OB SF8.18 8F12-1B 8F16-113 8F20.1B 8F24.1B 8F28-1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1338 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N. R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 1 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N. R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N. R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N. R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR N R129 NR 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CI►sT-CR�T� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10.08 8RF14.OB BRF18.OB 8RF22-OB 8RF26-OB 8RF30.OB 8RF6.1B 8RF10.1B 8RF14-1B 8RF18-IB 8RF22.IB 8RF26.1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 1 9479 10893 32 7'-6" (90") PRECAST 669 755 1 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1 1568 2253 3129 4150 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ''''�■� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU` 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 " SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CA=.CR. N � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 EINF' 4'-4" (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CArr-CReM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE TH LENG 8F8.1T 8F12-1T 8F16.1T 8F20.1T 8F24-IT 8F28-IT BF32-IT 8F8-2T 8F12-2T BF16-2T 8F20-2T 8F24.2T 8F28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 76361 1569 1 2524 3547 1 4569 5591 1 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 1 3607 4265 4924 1016 1 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 1 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 20D7 15 530 686 1183 1526 1865 2204 2544 11' 4" (136") PRECAST 474 485 79815 103415 127215 151015 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13' 4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 R3 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34111 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 1 316 450 600 7 12 756 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4CAMP-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF10.1T 8RF14.1T 8RF18-1T 8RF22.1T 8RF26-1T 8RF30-IT 8RF6.2T 8RF10-2T 8RF14.2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30.2T 4'-4' (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 1 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR ' SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE ' SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS n 4 e 4 y > 4 > 4 O °0 °'0 °°- DD c c c c c c c 8F16-1 B/OT 8F16-1 B/1T 8RF14n-1 B/0T 8F8-1 B F (D �1 ,S� > D � e ° � 4 > D � e 8" PRECAST LINTEL W/ (1� #5 HOR CONT p BAR & 2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM F=�01 NATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �Q C.M.U. o D a #5 REBAR AT a BOTTOM MIN. (1) REQ'D J 16GAUGE U ° POWERS STEEL 0 r Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. Q 00 Z6 Ln Z = 9 z = io C O #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) _� � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 0 m W J W / F 10'-8" ELEV B LINTEL PLAN PER ELEVATION B 1 /411 = 1 1-0 1 1 LWJ i� :FD JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editid - . . -.. - --'-- nvnnnn rs M CN �` 0\0 LO 0-1 LO 000 LO As5 ; z WW i0❑ W tY z Q /N N LO - ` W L 10 ? U �Cnc d Ln N M � O a7 � m A�' j 0 2 o °erg 90Q s U6 • ^N` W ':4: U L-I cO E L 2 -9) a L W(D LIjz�-¢¢¢ LLI OLU0 F-Q Y J x¢~z� 0f X0rfwU0U0 Q Q F- Op-W=Oz20OF¢z 0cn�=O-ZOft00mzz w ww-� ¢Q U W Z LI 1--w QLL �wOgF¢- 2UO 0 EL ¢ 5 E� �-¢w O Z N OW M O Q M L0 2w W aLq _M O Q Q Z U �- Z W WO O ; ; Q N N N N o N 0 N 0 N 0 N N a)O o M � N o ; M N o; E ' O N�W0000L6 > In 0/ z QZ O ?LU O W U zWOO_ U 0 (/) O 0 0 Z aci�a w=Q T'I �00 W <H❑ . Q OZ N :SLI0 Z Z az �z � O UO Z z w W-j O N O O LAST PLOT DATE May 8, 2023 Z■ STRUCTURAL DETAIL ELEV. B II 1 1 1 1 1 I 11 1 1 II 11 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" Y-6' PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 614" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 N D. 4 639 1167 1167 1152 1152 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 814" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 74' 8'-01, PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'4" 1 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-81, PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 (2) 7/16 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 N.R. 522 522 360 499 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 277 277 202 281 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 256 256 188 262 2 No. S N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/26Nta + 219 219 165 229 Sd R N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 64 124 79 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" - L" ; � J DETAIL "C" DETAIL I'D" TYPE DESIGNATION 41N LLINE­­ Q ANT: OF #5 BAR AT [8x16-P-1 L/1 U] NOMINA WIDT:^J La Af 45 BAR INCMINA• HEIGHT U. °E, _[ AV'IT' REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'Y DETAIL'H'&'Y DETAILX 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6' 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 EI 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 814" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (21 No. 4 2153 2153 1881 2139 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4' 10'-01, PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-C" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 1314" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 (21 No. 5 1149 1149 760 1149 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 347 2 No. (2) 7/16 strand + 15'4" 14'-0" PRESTRESSED (2) No. 3 1291 1291 775 1270 2 No.4 (2) 7116 strand + 17'-4" 16-0" PRESTRESSED (2) No. 3 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-81, PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 (2) 7116 strand + 2V-4" 20'-0" PRESTRESSED (2) No. 3 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 720 720 366 716 2 No.S and + (2) 7/16 strand F270-T22'4' PRESTRESSED (2) No. 3 (2) 5 642 642 306 599 1 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION 5 PLAIN IN:EL/ QL ANTFYOF#59A.R A' SOLIC IN. EL I r.OWPRLIITELCA.,7" [8xl6-P-1 L/1 U] NOMINALWIC-HJ LQu.. PY O°#j BAR NOMI.NA_'+EIGL+ 'JP ER LINTE. CAN Pr GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID (11 UIO) L #5# 1 U 1 L SOLID #5(2)UI1)L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF DETAIL'DG' 3-8" 2'-4" 2-0 PRECAST (2) D4.5 WIRE (2) No, 3 3764 6455 5637 5637 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 2970 1 4965 4401 4401 4'-27' 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4'' 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 34- 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 1 2085 2085 6-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 T-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE 12) No.4 1409 1409 1188 1267 9'-8" 8'4' 8'-01, PRECAST (2) D4.5 WIRE (2) No.4 IOC) 1000 686 903 TYPE DESIGNATION - °LAIN LNTE'-/ OUA Ni7Y OF #j BARA- S-SOLIC LINTEL r LOWER LINTE'_ CAVITY [8x16-P-1 L/l U] NOMINAL WIDTHJ L Q-ANI-Y OF #5 BAR AT NOMINAL NEIGH' J UPPER LINTE'. CAV ITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#51J (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 214" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 6 4" 4'-0" PRECAST 12) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6$44 PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'4" 8'-D" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST 12) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'4" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 095 1095 551 887 2 No.4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + 836 836 426 763 2 No. 19'-4" 18'-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No. (2) 7116 strand + 20'-0" 16-8" PRESTRESSED (2) No. 3 607 607 317 601 2 No. 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 2 No. (2) 7/16strand + 22'-0" 2D'-8" PRESTRESSED 12) No.3 488 488 260 493 2 No. (2) 711 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 ((2)2) No. 5 399 399 217 412 i•4•': •• �• • •:'4 DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION °-PLAIN FN QLA. =#53AR AT [8x16-P-1 L/1 U] DT�J L C nIIN ' 01 ­EFJNTEL CA',F1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#SL(1)#5U (1)#5L(2)#5U DETAIL L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 " 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 " 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 " P 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 " 3'-4' PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 " 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 " 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 6 4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1l'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-81, PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1l'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 134" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 774 1774 996 494 No. 1 T-4" 16'-0" PRESTRESSED 2 (1 No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No. 4 9'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1084 1084 615 095 2 No. 20'-0" 8'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1008 1008 573 1048 No. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED 2 O No. 3 12) 7116 strand +2 850 850 471 923 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 qm-, PY A DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATIIc, L I �Ir.IEL Nlr. _F. C[8xl 6-P-1 L/1 U] NOMI JA I,. HJ L. ANTINC1 W-,EIG-� _. GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 3000 PSI GROUT (PLACED IN FIELD) 2 M � M � M -f� M 1Pill " 7 5/8" TOP LEG BARS: (SEE SCHEDULE) 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: NOTES: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 1. MINIMUM COVERAGE OF STEEL- 1.5" 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2. MIN. BEARING REQUIRED AT EA. END - 4" 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" 3. STANDARD FOR REINF. STEEL - ASTM A615 AGGREGATE,"T011"SLUMP 2.2 REINFORCINGINGBARS: TYPICAL RECESS LINTEL SECTION BA 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF - FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. -co PER STRUCTURAL PLAN °� 7/32" STIRRUPS AT 4'-0" cc 50 � (TIED OR WELDED) Ln u') n 'n BOTTOM BARS N SEE SCHEDULE Otte 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2' PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 100D0 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 :8'-0'* T-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-01, PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 1l'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No. (2) 7116 strand + 15-4" 14'-0" PRESTRESSED 12) No. 3 2199 2199 1219 1846 2 No. 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1254 1254 702 1271 2 No. 2Y-4` 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand +2 1023 023 576 1121 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5sp 898 898 481 947 �•••f i y�i � lilyi ;,r;., �.;•.. ;. •u TYPE DESIGNATION :•�t ;: +•givl �•!(q'� -°B>R P -LAIN LINTEL; GUANTIT`'C IT A SOLIC Jti.c. r.-Jv„Ea LINTc_..4�1'• •.�.[8x16-P-1L/IU] {. �. LQ'„AN 1JOIIIIALAIDJ r #5 BAR AT ICMJIA. EIGHT ..°°ER DETAIL 0" DETAIL "P" DETAIL I Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x] 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1' L SOLID #5 12) U (1) L DETAIL'DH' DETAIL'DJ DETAIL DH' &'DJ' DETAIL'DK' 3'-8' 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 1D000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3-0' 2-8' PRECAST (2) D4.5 WIRE (2) No, 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE 12) No.3 2990 7025 6382 6382 5-8" 4-4" 4-0- PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8'' 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6-4' 6-0" PRECAST (2) D4.5 W:RE (2) No.4 2292 2292 1918 2121 9'-5" 8'-4" 8-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION PAR N•TE., 3L:AN'I�' -53ARA- s-SOLID.I'TEL r.OWER JN[ CA✓ITY [8xl 6-P-1 L/l U] NOMINAL1174 LCANC c a5 31R AT NOMINAL HEIGH' J,R LINT;. CAV7Y GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(I)UIC) L SOLID #5(1)U(1)L SOLID # 11)U(0)LL SOLID #5(2)U(1)L DETAIL'DL DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-81, 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 a-0" 2'-8' 2'-4 PRECAST 12) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4-4" 3'-0 2'-8" PRECAST '2 D4. WIRE I I 5 2 N O 0 3 4 89 1 0000 6836 1 0000 4'-8'' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8' 4'-4 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-4' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" b'-4 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9$' 8'-4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 1 2158 936 2036 TYPE DESIGNATION [8x16-P-IL/IU] = J� L D DH UNIT '1450' - 1ST FLOOR PLAN ELEV B 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (11 U III L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL 'DD- 3-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3' -0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 34" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-81, 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 Aj DETAIL'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L # 1 L SOLID #5 (2) U (1) L DETAIL DO' DETAIL DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2-8" 2'-4 PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 210" 7-6' PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4" 3'-0 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 4'-4' 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 6-4 1 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 8'-4' 8'-0" PRECAST (2) D4.5 WIRE (2) 1o.4 1552 2996 83 2844 TYPE DESIGNATION [8x16-P-IL/lU ] - TYPE DESIGNATION P -,LAINLINTEL' QUANTITY OF#5 BAR A- S - SOLID JN7-L r-CWER LINTEL: AV7Y [8xl6-P-1 L/1 U] NOMINAL WIDTHJ L QUANT7Y Or #5 BAR AT NCMINAL HEIGHT UPPER LINTEL CAVITY JUN 2 7 2023 Virtual Review Assist In C. Plans Review completed and approved "ar compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8'' LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1 1100 8'-9' 1 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N 000 LO 6 � k•3 :,7 1 o 4°• l° T< p�� LO LO V W J, "y 0 W Z Q V) N LO E 0 i 0 W L o M `V 6 N M -6 m U co 0, � A r, C L �N C 2 Op •. 0 M: 8 ON Q •N tUa-T� W Q.� W V 1♦ E ch •9) I� O n m ,W^ LLj r/j W 0 F- W of < z � z 0JXx 0UaCY�0Z2 Z) 0<ZW LL-J0HaO 0cnxx0zox00mzz LL QQ U fn W IL W 0 W W W 0 x Q�x <, zz0�oa wQ�w J °X aZ8 �U' LL o oX o oQ z �¢ LLQ O �QLL ■ 0 Z04 W O vJ J Q U) M L0 CIO I-- fNN- 5� M_ ZV00 � z W W� J 0 i ' I I I I i ON Cl) o N 0 N N 0 Q N e\- 0 M O N ' M N 1 Z o .- o ! o 0 Nw U') > o 0 09 o I I � / co z� QZ W O Z A-a-zz }0 O W U 0Lij00 () V S2 ) Z a��a L/1 Q W rn V m�W � T� 0 z0= Q F D C� O Zwo >- CV U Lu �Zu- • • z az F 0 U� _p W z z z J WNI,- 0 O LAST PLOT DATE z . . 4-a 0 - STRUCTURAL DETAILS ELEV. B 1 L I I I I I I I I II I 1 Ill It III'll1p1 " 11 1!'1119 1 1 ! 1 " IMF r I ai111Mill F1 x9awnwff Movruinc) i3ratlt+:i'is ➢ , r„�I,Irlr= $-T': x4-1 1'n: 1: 13i:it3 `� long P2:y tsdck Cross Support _\ \ Hlghtliidtketi tit:1L.q..r T '✓� { " L) _it to IrV. Left Bracket i I(a Gauge r+'1=#�rll-[:';INirlySr.att 3ttiaB k t's Ems, kC'rr+i', L:IJ:)i,,rI II,tI r1'C LIni Eftlom lr iTypi A. 3 c.tek, 6_1L foul hi tic-fl sl °p to wrcrtoiR�:t<,( Sul ihRwin& at Ail4Wt upoe rtyrprt , lJ fee r,d apply 1 ='I AIA YttalW Madill Afiar,hn _Y,?6 5, 00 V m Wad,Re. Inc ealtpory: %rsaoraal CWngetrnts .l[Eca .Wry: Fn:01"I a MrYTer„d as a R4 Wtt or Ne. Teanolapy C-w!W a Ilwhod Evaa,ancr. Perrb, ir Flcrkla Rsy¢erco.VwM1ect or ] LI•:mla] FiwiW r 1.06 1. tRyd,['ta P"J,t oral Enly,etr Sao a PtOCun raW 116rfee t Jnaa!b LkAdel r"t,0151^ _. SmadVent AAx'fel e1540,511 9nlanYtnt MFa7rl r154P520 { srrraaveer}Lk,r}Bl a,:r145�: sm,la•;erll lb-J.sl ,r 1 W, 5�4 'Rnanv4,nt ill 11152& 51 11 r 5lrninvsnl r+,'ryyiml 0154CI574 FLX79MM IonaynvOn Y4nu,enulw R.x'vlxiv+ :vF (.bard NII IV, C. Q.V Rt atn.a sIoC,A,00ry: %was Roorn6 canna alc4 W.1h"d. EuaLl at4',a' Recae Dino, a c'lari keg aereaar nee4;l rr'a-_._�sei Lkulrta F,aais a 'c-;Diem r''..117cla.ne ProckKts $t9.B Rpol.Nt arias. P1Wrib4'r Y Ralf iwnrs MMa1 9oumg s-'V ms Florida DepattmW. of Business 6 Protess=onal Regulation Building Codes and Standards Product Approval Application Detail Payetal VaCY W AI 461 c*e #JJs!__% Dt/t S+91taSLl �ZtrE:W_- .s Y.*tOw".ft Yjacirw O.',dalllmo fAS.C! L'arT. &0211e4 11l MYcnaN i:lsheM N aF t4ersru PE Lane 15:0a I i;ll k7l2d 2'I&IT"I1 1 ^A17111<+, rR'7' 4418761 RE 73778 13�,4131XM 163.1 Inn;@srvedver4 c�vu Proarct pascrrRnn Clue Funcf,m F:e.rJ :ra dt � .rr .. ra Func6m Ft i and hn§. _--, tent v,+ ioa Fl.lod vM, to l; Garage Oaa Fbat ,arnr. Mode Neu in Meted Food vim 14 tlll Gauge Oct'.I `10: d?'w,r Q ullCv Aw ,my-_ Cuban F-w-bm Dais Ayor," lfW Use Am9yoll for Use Ill celijoi A -vKz iLr 1LrJL li.swera YIIIS4C1 ti 'rrs ri+A 11. 1_312L._ "ins Yas, NIA . .4. .^. 1r9N.' 'r'es . .'A rUA , Florida Driparttnont of Sastriess & Professional Raguiadon Building Cedes and Slandaids Product Approval Application Detail y nisi = a. L,C_"yer ..:1 6, J_ 9nusneU _'-d art R 1- ". arY LAY::pr 1 F 5J3 333 1511 F€ T8 n_'. i--1, ]CK, 15VI, ,an iaeeprJre,nrer ixvn - -earlyI 1' I .n? r lei!» Fitt Dolt pqft_*�_ Dr,1 VY'ettlC SavN-11.1 FHC AleI Abu-,d St.— '1jiillky AutTlit !< Atr:'r0ved L[wyl!cs. Auir3Y*-AAO_l III l_a' Pi'',dF.SI'rt Desaanaorl i':VtaI:A11S1[LS31iutL.D3Ea tr etf S?LI:;Ekrx'F.fl0.t3 Itladlard `,I-d 0611:, 101., 0111305E 1tJ t ,t LW. 20:% S _r_: ins "o M;a 7r l �1J Florida Departrnerit of 6usms5 S P-ofe5stonal Regilafian y Blutcinp Codes and Standards ==' Product Approval Application Detail FLR2l1{Ba-A! 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Mernw W try Florida DepartircI of F%nart s S Pioftr;sional Regulation tiulldtra Codes brie Star,(Nnn_% _-- Product Approval Application Detail fixiiCy_7_r oat 'Pike PIAS PtrLLn11 )Re Laegapl er.afr� A �-11 VIldaled 14, Y.6:t:lMaffi sSb.I lac rI A- slALS a.s Rr�s^.'r'ssa t�a3 t-Pa d: B-:'.': ,_Eft MYarrvP'Sx ^c_: :1 .1,, c.1, I'tG✓32n ,,.S J:'�,'. 1 .e___=. ,y 3.g-. 74 r; 4E'i GipO 45' 1.°:"lain ee,e•a+el4tseglmn,l RMIa c am d­d!sa VI A......: f, Jst In.<x± R ner.cl 'Jrv4lWl.a1 fv,trac F,.aaf la. D.4o k: NVN7 On tee eVNl Rep V:ri Prrss,�a March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required b Florida Stlatute 553,842 and Florida Adml'nistrati°ve Code 9B-72. ease roIll P e information and approval numbers onthe buildin c m ren listed q y p p pp o po is steel below if they l4l be Litliized or tt e corstrIlct on project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. S1,,%,`1NGING ? erma'I Fiber -Classic ano Smooth -Star (NON -IMPACT' 1 FL20461,1 +67.0/-67,0 psf p 1 1" 1f12 2 3 026 ThermaTru Fiber -Classic arc Sig-looth-Star (IMPACT) FL20468 +67.0,'-67.0 psf 12/31/2026 Therm aTru Fiber -Classic aria Smooth -Star (IMPACT) FL20470 +80.0p,°-80.0 psf 12/31/2026 B. SLIDING f11 �,Vinoows and Doors Series 420 FL15332.1 - FL15332.5 +40.0l,-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205. 03 +38. 7//-38, " psf 4 / 14/2026 Peiia Corporation FL2646 C SECTIONAL S�1ayn -Dalton Series 8G00�4F:� , 8L00 �1105 i8X7,� FL8248.3 +31,O�30.0 psf 1243112023 Wayne -Dalton Series 8000i8100r8200 #1123 (16X7) FL8248.1 +30,0:-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810&8200 #112'4 (16X7) FL8248.11 +34.4,/-38,3 psf 12/3112023 D. METAL LOUVERED DRS Curries Dkilision ofAADG. Inc 607,707,727,747.anci 847 Single & Pairs of Doors FL11537,11 N A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8?2023 PGT Series 5500 FL239,2 NIA 7130,12025 Pella Corporation Series 10/20 FL11206 +35,0/r-35,0 psf IS/ 17/2027 Pella Corporation Pella 10 Series FL16603 +60,0/-60,0 psf 6/221'2023 B. HORIZONTAL SLIDER fv11 Windows and Doors Series 188 FL153511,1 +55,01'-55.0 psf 211612024 Pella Corporation Series 10.120 FL11161 +30.0/-30,0 psf 3127/2023 Pella Corporation Series 10 Slid`rg ll.'iJindow FL12811 N/A 512512031 C. FIXED Mi Windows and Doors Series 185 FL15349.1 +60.0 -60.) psf 413/2023 PGT Series 5520 FL243.5 N,A 4i3012025 Pella Corporation Series 10,`20 FL6694 +50, 0/-50.0 psf 71 ll 5/2024 Pella Corporation. Y 10 Series Fiar e Fixed FL16280 N,A 5/2512031 D. MULLION It/1i Windows arc Doors Series 5764 FL15353 2 NiI . 121,31/2024 PGT Series 5500 FL2611 N,`A 5126/2026 E. OTHE R 3. PANEL WALL A. SIDING James Hardie Buiid ng Prod. Cemplank Lap Sicirg and HaMiePlank Lap Siding FL 13192,1 - FL13192,2 NIA 12,E(3112023 B. SOFFITS Alside Solid and Vertec \Iinyl Soffit FL15272.1 - FL15272.2 +75.0/-75,0 psf 12131/2023 Alpha Aluminum, irc. Solid and Vented Alumlirum Sofa FL16544 R5 +54.2,/'-54.2 psf 7/30/2023 C, OTHE R 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab. Dimerso^a FL10124.1 NIA 12116/2025 B. UNDERLAYMENTS Tamko (for Shirgie Roofi 151b Felt Urde a meat FL12328 N,/A 6/29/2023 Plyglass USA, Iryc. ,;for Tile Roof) POLYSTICK T U %1AX FL5259 N./'A 12/23/2023 C, ROOFING FASTENERS NOT USED D, ROOF VENTILATORS Thompson Arch Metal Coup, Off Ridge tlrerts FL16918,1 - FL16918.4 N./`A 91912026 Florida Metal Products, lrc Vent RV10 � FL21580,3 NIA 12/31/2024 Lomanco, Ir:c DA-4 Exahust anent FL17202.1 +97.5 -97.5 psf 121/10/2025 E. ROOFING TILES Boral Mile Willa 900 FL7849.27 - FL7849,28 N;A 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N.`A 12113112025 F. METAL ROOF Drexel Metals. lnc, DMC 100NS. DIvIC 150SS, DMC 175S. DI'119C 200S. DMC 5\1' FL17679,1 +0/-180 12!1/2025 54 SHUTTERS A. STORM PANELS Global Protection Products Gahtanized Steels Stoma Panels FL15076.1 - FL15076.2 NIA 12'3112023 All American Shutters & Grass Galvanized Steel Storm Panels FL17869,1 N)A 12131/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Corer, see chart ANCHORS Simda�,"��/son Strong -Tie 9 g see chart B. TRUSS PLATES ITW Building Components Alpine Tall Pates FL1999,1 - FL1999.4 N,'A 121/3112024 MiTek Industries. Inc, Truss Plates FL2197,1 - FL2197,5 N/`A 12'31/'2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. L'.'L. PSL, LSL FL6527A - FL6527.5 NII 10/13112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lirtels NOA 20-0630.15 N"A 9/11/2023 Commercial Concrete Products. inc. High Strength Concrete Lirtels FL1774 NIA 5/25/2024 The products listed belO''N did not cierr onstrate product appro,,ral at plan renew, I �.incerstand that at the time of inspection of these products, the following information must be a,vrailabie to the inspector or the ;obsite; 1 ) copy of the product approval, 2) APPi_ CANT SIGNATURE DATE W Flntida Departmei-It of Business S Professional Regulallon ,-a.JI , :� U`) Burloing Codes and Standards roz_ -0 > J Product Approval Application Detail QD 0 F d f70: a) n a ^C� Fn1)ty or I&e Dale Date Penn, no LIM 'Veron yreSCino rnet¢ ."IIy'Adaled ©yJ1,01W Sjornrcted FW Approval Approved stm ne.aE'n ?rM fi rToprAton n 1 ;U r rlJr. r E Re 1 K 7 ion 1- 01 <' J2020 9 r; <<hp1NJ Acp,­ �j 1 J•/ category Ph-. 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RW:.a s.•,+, vL:, L : Inarosa. .,< rl'p+r+•:N:,, An N,nA4t[U:>A , 1;.! .hr,+tang^ ,::J^a 9ryA ;.y.1 ':a. •<^4 �Fl:,w, PE a on *'„?•,;:,,;,:! _' .01r;1 Lu 7'r?),,t 1`„a r. i.A:D +Yardr P.a,1 Re"9wan 20 at" FIMda MOW F,adlae In, L:Ian,IfY,fs Jarneel &1tW/ PE_d `J'«rtnM unU PE 0W«'/.r.1:0 ASr2S'aV 2rr 14RAr27.1 9:Itri :'(I i'r Aky� 3re#3g.'l1S'r.dd+tua /tnsrdn+alC;rusrring. f_)XIL0 ctog+aY: Rc'4i ttlr ta.t-tie49 t:i'vr1.1 J^d"'%,.'::::'. meta•. f.-nar, : TAlli I ii I ,),' IN 34'}ti !'rf ::lilll. r f'1 jrr 114" Cregary: Rooting (`'aKhh1&1-84n_0 Cl?l Ealarraemg illrl ],'+"81s4 wnfigurvill aunceogn,Y sa.r)=rr�ras _mnumrp �rA:, rcn. Cr<p,My gc[i^.:g 1ux'.4N PIrt:nr,larr:ra':+a ear':, HooenO Are,.kntivd lht+anr an or-. elvrr cam a£-3f?42 :r:3 u, Thermr.Tru F,ber-CVasaie and Srrwoth Star N.;,ri 8&N3g'.0 &quotNon '--"r:aat&quo.. Galt2i':1Y'_`0.:2 No Yes 11. 1Su1YCal.gory: CeaFpllial YKh[ t tt461 P' pet' Q >?: - Eia:CglfgCly: RC.]Q 9 A Y^..Jr i mu? o1,a 5n Intl Pad of 1 Rer:.dng 9yv" Comce(af Edge Frbergi-ri Strg:e f;X a .vih :+&N340 r'ICn fa R<g serer YTar1 n a -an mt is-> i 'll.i 1'a 1 , M. A dal c : v r: can't-ar Wthw. Evroaal a Fill iron e Srdeltars) pinSuaMyClrQSwrv} X:., GX a Ci'il.. Prd sr,Pr el Er.ginacY .q'y Ix M4h_,d' ^'.•udn i:•'; G,vn]a Rag!rtsrgnil Rr.l a a �rLxnstd Gredde .�,0 :Sl. Tllr!frna-Try F,bPt�-iaSslC and $mMf)r-CTd+ dWf ufae0ns 19 ) i`jC Tna QRN�.�&gU0!riOMl'npylagyfrf. '.,Id1 S! 12l•<.'l3-'2: rN YCS fiC' 'i'A rw or G..,ayJ3 .#:sue -.r H C ?i,rffi,,rM Gy1 of Prcr:aN.l EngnAn C._lrnpos" Edge Frbergrase Doula* Door "Yrh r ` and Furvesadt2 Vradua 3US90 Siaautes Gn9wrtf}i`4u161vrng; 7XkJ A 2'xnra Aft ,nr�lur u1 A tx.Y ":111v. !r'ra .'. Cln €.�ig Fa wdn.tla w,hgurarion) s �-"� Product Kn+W. Flaanbnrrrtaita arnrial, Dirwaii Owe c"';'Alm Ds rye- Ccdrltlr'y" ..yi._ ,tad P ra Quarter Assurance Aaarnined for Use Al Lived rat ME '1 't peYs� 31 tie TNerrw.7ru Filter-GasAetana SmGptn Staa tJarn nal7&r>;tg,0 &qurst,Nan-IarlpacLiq,xH, ShGrxw 1=J3n ,r___ Ph Yes No NrA TAMhp Rcit 'Jade. rayr'rtents Pn::a ii: 4Lr,: ry , -..,", -Ir-� r<. rt -•- .�--- rc;n rF..- giilal'.!y Asy;=,xa r�F y� &Moved Use j Lit )ram) - lra nr rgme Fs,a 8quc+:R'J M P.:yrjP ,,3ere+ YaU, ds in NVni cy ULdL-Nyy3 li AMi }cr Satass ComposrM Edge �GLixod P,or rgia'=s SXngia 1)rlpf'AArirWwihout l&AC`°.9.2 $I'"lateia) nrndLl:.l .., an,,remer,.<,� e s .. ,'Yndrrr + Ste NN Vruq�vi Yam. rr�: ^tr o Ranaf I .-0N1,Li3 ST"S JA 1dgyC 4eru x'dr tla7o'ti<14C ,r aduc.=. [7esvafwn [craracr E;maefilir care eL,a aAALC nisi'+C14a1C 'n•I'Ur i]amG ','J ,} '", 9� a n Lu l,C Cf'� w Hnt2 YC gta�q� NA Vn=x�n CfJA, ,. sad,' leutn�itlgf'JeMn t.h�ro_Ms t raftd 1�_!'lt..o"a No Y.. No frvm. e A^!- AQgnk,l� , NIA Firs n^� u X.(}X. XG or'i3XDC:'dl urahpnSl Y^�16yrlflg ha %: TAll P.ate.r lJndA: rApmdN,t'S :PiOtu.ua;ar.': .ace '{}�I'1lI _ .,r.,... .._ POJ„ i.a:r'n'er.Qs ,.,..; lr- `c. ' rr„ n:A R'rr+ r/1rM1:":v l+W9enC{N, -Viet yH;4 a:r: NO FIG 'f::9 dlbA prcl•;+h:',A` 1:1:1''.L C,. Ril ,+vq: LP^' •r'h it37" °r YH. s1a7.,,-c0 .aural l,,lo ,r'1111 rlryrd f7 tom--'''� A-J=�"S -. 'piA r fArytr:-� S..n.. TJt� `iir R'.i�e \'C:1 Mitt Fla mead ills: ,.a rd fl'.:I+A " hIl'lalar Yi1rr hr,1Re ..s '��'+ c, r: ,... - NbA Ficrida Department of Bus n•:ss & Pr,hl ench'Regulatfan Flonca Department of Business & Professional Regulation rage 1 nra Florida Department of Btishess & Professional Regulation o> 4 d 1 Florida Department of Business and Professional Regulation Building co es and suirri Hu L,r'ig C sins and scan tr ,*d/ Building Codes arc Standards Building Codes and Standards 31512022 I Product Approval Application Detail Product Approval Application Detail Product Approval Application Detain Product Approval Application Detail 1 r:N1i2ayb Qjlall 4ss Yv,4an R..._�a., ,'n1 K. •••••°__..•_•'- -" ^--� ,.., 1. rJ1,a _. cEaiFJ'.1:N[ Emayr' 'rMdatn E e:1 & I cta9t d h 4� a ka[n rid . lk,. .a.,,e, : pr. a..._, F L .,,'t r." "� ,,:^ IC k v %A! iY,A. .r,a.,....+ S,xtn,, ra '1 .per:+-.Y -,1 1" ,, .,a'. .�.... J_- 71.119-'li FaC A rota' ,.. '..-^:1 ... _.. .D:d,I.Y i5grdf9stal Sray:t. ". L.;,: ,::. .., - i, Fil7s4S-R,2 r,, gY ' J.ygt v.<s n, Manardr,+:r.r r '?4hr.4ral T? 6'nr:z'N,nfmq EtYbCRC r ,a Y t Ca't, anion va A.dtO - r r.-.. ,- ,r.fe .:n'�Farm Af.k] -:�e aPuaL�'. 1 ali 262 v ,� da 3aiad �3�d ':ll+^I:ZJ t .•�':1 pan iLindinn - F rural Mb£ffi# ?1Ai5Rg0aJ �1581a, !bF4aari _ R aWSK'n :ti 2+J QdiLe!FkdC•:aM MrAIC[S, LL[,. fA Y9t Pat! QN1 Data lia,dr� !� Ygl.li!r Yllltiln �INBs4 raF.egd,.9Y1t _ iLr, RG+tnean JJarerA TYn Jr FE John let ifn�lvlyd'r. PE ,rl�?g.l .'S�•)&.':1 Xr I::1nrtvRe 1L,1 %'DLr�P1�H. FLg6 3 ��'� t Code toIt aOalS[ = Date vista lLL1aY 21M status lCiifi Cahill n e g 15')")t}? .fJ :1 .M1Z d C'angory R- -any "Ail11 ! 1A5:_L: ,, J4 LAI , GYapay $r uhen riiir fi i;SiS Pill &5t1172-6i4 rya Revision yetalon Manufacturer Contact 202L7 USA Maury,Alpaft, -K ELginegir validated By License i ohrr VU ValWilM Submitted Peni r ' 1,J0&9023/02212020 FBC 9RDroved Apric,lad ' � -ate 12115la 02" S,a^a[ary+ry R Y-.F .e-lxs.mev +n f've a-r trt .>7ra t axn`'y s<,er- ato arras �y>.dr., hmol.a,,. gelltY�,.arel:z-.x r S.bCal gory R •t I r c:,t-r.:. u.eh� �r r,c:vn •.or•• a r.,.4, d Art nrW'Y rsa7, �,inrr9r "; a-calagory• Slum ry ,els Caro IlsxeYtenod Enlaef+v, R.Pwt*om e Vre =UtrFrsln m I�OLYGLASS Category: RoS954233133Mri lpeirt�pDlyglass com Robert Nlenlinen Knezev.Ch PE ApALOYal Flw z r } e rdw nrnt<r a L.:n'tecrr_ as pteh sasrnel EnOneer ut�a Regale edMU/M n a LLentM ru p Subcategory: Undedayment., Pong E-59166 (gf,4;1 772.6224 111017i02U `n YdY']'a ngn .r r 6t3.Z'ZG2Af Prarkwt F,wa49 Rip P Lip-c �vp/ Arad ter Liss A,ygrovid lx use Im2w pat» lei F 16076R Prowl Compliance Method: a '�:YdtrYA.9elaC1N-, Ate, it „ ,r iYs A�rRub@�1 :aa:l. �5::1-, le" car. " N _ I rI" +,dL1W rl '!r :,0 -nvusf 1>r3.___arl•:4, - carA+atl €»n.a an oars I'll Ir� LeM�o*:rr' H n�VM[ rip . , Hv+y [,„5�_, rep Rin"a" NIA .LrCI Iln tl,aerl, Asturarlc. lv like Aoafoll to Up mad FoMplLnn Report from 5ts4t Rodxf YorfaL Nar!tsa dr t9rha R',aAaci Ya-.ermkian c.or it act iRtCela,t'ate - _11Z ,� t wi Mti_ Yt+T� F k., sl3na �?ieY u`',n Rti,zde .o,rn ..iMurue i 1Y DIM' 4 C � C a HvhZ ••�t�' - ""''b,.r"'lfil.�d llt� Q{fiii� IS�fitLL p a FloridaXta Regrs:erec Laerh4 DIL txTFI-€L,,d V. t.I, rid: -4 Lr,',:"LY:Nde L:,{yr�^ynn 1-:a•_.,•; :r:c/'::..:' •r: Yi:., rr;. r}-. nx:� A:J-`�.Na y'1oe Yl err:p '.yyYR :Trea"t ., 111r'�z-zgrEktrt• (:A •'a t.,;� N, r.+ NIA. NiA � ZL,Goga Cifl"arnrad Swetl Sip-Nritdsh44:'w �CrWrrYrlW6.1-,"d`7:eM tiPivna Pbneii5 r4tainftl i`u91G013 Yes 'rti Ym WA Arc 1rtEC Ord L Ceased hssv,e! s1Y'®!"A:heq to Gry^. no^J^'+ r .]•,.. d' r t 1 $ . Lr C S'1 k A - , N - N:n Ill 24 L•a; navanacd 31rd Storm Pondlflj4VH; araU M(nslra to P'as"6e rwmant P'deli.r: Crandge[M 13a1ran2fd 3IO Szrxm PArl relaned Yr, Yrs IVA atitt-I +_ -Horida PrafP_L,.o 81 ,.P- .r _ .. c n F a t N - :Y,A y nrl ti bald" 10 FL#6-R31 Frlglneer Products Qi Asauraltre Aanrowd for Uns J{pglrovedrar Use IM09 2a3® i r s•9K Phodract 1/lodet Nlrnber or Na r Product Olinjurilill �y)nbact El'>,iradon Dads Q k�,k MVH2 $fir i>aax, PfagWe I Palyglass Roof Undedaynents Rooting urderlsymerYs No Yes-----�- /"�•� - P09yglass Roof Undellaynni Hvil P*Dlazs ro'sf dra enaymertz fa uu'In FBC 12f23"1_1723 Yes No rut4 Nrf• V FiVFi2 kanrxikY rai9 Poryyass R:]o• Unaariaynerts �q3r 1-iii iZi Potfghlr%:aY undenaym ents. act use n I i2i2C_3 No FBC nariJHil iurladwtlons Yes N:A ."Ll iii ^lords (Z O F!o' da �epd frier 1 Df t?u' NP s 3 P1ru(es=:opal 7r. Ilal n U. - �4gGar.-lent al Business 3 Profess:cnal Re lat:on �' Pap., .w+ FloridaDepartment of Business & Professa l R pa 2gUlalgn F-:x,cr, I PoJyglass Roo'+UndetaymMts ,HWHZI PorygAss ray ur'oerlayments tot use r, FBC 12i2YY:23 Yes HUHI''rurl9drlLcr6 NC VA NIA. Jilc:un.4trod .1 C. !anc#.�ro:a -:" r-. BuildingCodesa^dS:anda''ds `n'+'c%1 Building Codes aMStitndords rro:+ 2 Polypass Raft Ur-dedaynerts;non-Hill Patyglass root ur,4enaym ents,+lof lase in 1J21-21C23 No FaC ncn4H l jurlsdkctl'uns 'Yes `WA aNIIA, 622 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ! Pulyrjass R-IJriue6ayrnents lHVH2r PolYtila9s ro',]f andeftlaymeris Su urn ir, 11"SC'1212312023 Ye. No: NUA Nth _ Hil prisdicticrr: Fla017864F18 aLNr'Tr{-itt 2 Polygla.sRo'Unde4ayrpe:lcs,,ran-H1irl Pdyglass-oaf undertaym ents, for:l.a N 12P3=23 No Yes Il +N, k%il_ Coda at:- l<'idp8 '�a"a Pa-Wrna � �I C�4 Ftg� rLM6 �-, 4.+42P_!C±!!ag �t � +Y_� Al 2" oar P-RCI g R119 FBC onrW VHZ uriLdotims 1 T Verson Man uaartu,e• r.-Iraot Fill nii & License vatcared n1' Ve:rdst4A Mw rated FAC AlLpill A; a'e,ved S•:1,," r ve a Mar-weerv:w i� t. & Leal Ynatl.r.d 0, y+w4rw: FFF^, MororY bg/�g �IY2 T � r-rrfacturr Ember a Idr.d 9r rec A®rvvM f�a@ 1'rarx Yy Yyi�d end $Ii3A P I sRoe. Ur._e1a sirs FNF1Z 1 as 1 Y'.t ;r+t v • P ass.a]/urdM eKs tlx u� F&a >l23/2Cw3--jr, dYg- aY iA _ _ - All�,,.,=,,. xis .,•acc I n: r.:& r+......_„ -rat.: ..r .. :ar _--._ : r..,., n:i...4 L-- 8 -.'_;...., . ..:,.,.-. , 1 11'C .,e,.:„ ... :,: ..r. - u�_ .. ._. a, • •'re,n rat :. ,e•i a - .._.. -.r ,aI<�,t, t, n5rsq,'-n Aaamrd - Reason 2r)?(I c]nattrfu4l :O,"Yttl r'rNuaalfi�. A Rcou'ra,lls SarMcl _Grethicrg JHin HP) t�,a20�0 '2:, s.:'1,':, -�2rJ_n} rang F2. h1�w: 2 PolYdass Roof Vnde°Wynents !non-Hll - ,&dQ�lOR9 Will Fix' Polyglazs roof underlaymerts, for use n I2•'2312023 No Yes '!A •1!A!-l',22 5 CrdepoN 3T T«r5 SubCatsgory t .'.=a. a^, ::. / �. - .: its;' a!; ,.-.::...i-.5r..:. KatwFa+.a .. v., sr.. a credit = �:1- r-c : -.a saxa.fga-y ^'. I.1 s 1 :. .-- M e3 d „• f. eatogory: 9erf:'taal ro,sr�ne-vs 8l6eatgory: Fir"'l lrread„fd are R- A of c811airY,3707 PC3414, :'152r 5YA-531 t nrtaerrydL,,@yer m axrr FBC raga-HUH7.lurislleuam. Fl,,r]e Rey,s�elren Arcilar l o a , u,;r l<'1 Flrx a cryr4a .Yet «E E411urwr R<u Pr t.--.n F r r F _a..•s -r�rre Ntv Tech'wogy c.rrpli iMethod. EYrua'urn RePy+T frar, a pf afmdaonal En 411»c . r F-Lf'J9P2 �IvA FIg4E° ,a+eNeYOAiSiM.r grre9.iryn.aed rlP:Hdf -R3 Proouuls AW,,.d1-Ups A aid1. Srr� PrW up1 Mgdel NJ41fip a Nara ClaalrtY ASS4'a00@ Alaard vm+%ref lfse Ape rpkHa]tar u,__ �f .a Product✓s ,Phan C.1til 1 FIP_fat." paw In t'VHZ carter h v4z f t 1 J RabLil ,t R r ,.'e d.,Ct Madh. aUlTlDfrvHfm4 �•:r, r rA ,_ l ivr,l 4 .a _, - P!_$ dC. :e9ergppll u."Y •Mao Hp,aa4 IL S. EIllff�t N/A t NJA f4Nittd•R4 PfddllCt'd�a clua!A• lk,- Amnian d la use imbia VdiiQi 24,a-Y•2nia]1.1 nil - ,. brrZe^_�.YJ 'C" .`_-_.� :�6. ',:`a^�•, - .; ni re'� tits Yam' .' '.t. Ate .-r ]. f•il. !Fc :., i --r r_a ... - ICA ""A r�' 9 Predict YodrL FkdnbMd K/rria Product owriodon CMRAN EId11H11dk Die RI HVH2 oumde Hvl MflcaM Ph�ni V ',',} R AL rr v... - - -, lL R_C A* .d-c 1r •. 1 " -- Asa "` r/rA N P r ';A FY , Jo lty Frill IrCCnr!11nr].1 c an;,<It F,*,"1Y F+ andWHhr96eA stride Lnlel, UlIz5i r NJv Vas N/A .. _ -. .. r NA - --� co : Florida Department of Business & Professional Regulation Bill IdingCedas and Standards Fat 2 a ] a m1 0rlCa 00011tn1ert Of IlUSrril & Prn1va3t)or a' Regc,ELanon B.Illding Codes and Standards F orida Depatnwrt; of Business 5 Professional Regulation Building Codes a:'lo Standards pi 1 or, q m.n,, JUN 2 7 2023 �-- Product Approval Application Deta€f TL44427-a11 Product Approval Application Detail �__-- I Rs Product Approval Application Detail F " Ivrrtlarata l� S4� V'frfran Wnifa[tu'. Cral w Conrail finainaarlD:ew. VAOM"84 ➢es vvk tad PIAs Cal Aend w gat: a1M,Mt d 99CAWIDi MoVovW l slut V-,,n r laturta a.Irt1Lit Corset EawY+tea au laseytllldrd lit :N" pgt Yfa-d4eU a"pyp„iifted WI pin -Alm FBG An ,.I Aenr -12 rs AA Fixlbsea cco" V-) s._tllix Eyull- &luau!yei•W., 3 pray Out B .•eadn;r t j Date Pondfeo FBC APwoval pill n w RnA_ 2420 Mier rat: Cal sbadaal C Ks a'ge+Y �!f e r EY1''Araklsf !C it 1. aim ilainaL. l LC I_C Ez-9ur!cn 5er.•v:a (9l499-SOM L l2r0/Mp: O1,D3/27?7 :PrrP•ad 4�'.=am '11711 Na,ernaa Caregory: rut �'---�rarlDPr'r.n,,, N. fSi0 __ F=a'tacr Y_K< t _ r. 531 y 9 9 r-v r r- ` ' •.V ••.. �+-'- .. :ZI ,'. !f'•-;i'S 1 sl :� r= ^l C: p:r-r: I ::4rrralJ" :I]r.!1PGi0:d u , Cal: ao9 F a,' !e t . c },. 1 r a C moo` "YapY Pf. .` 7 1 � t:s AO. o1UYd rr..rt 6,:bCategary. Truss Fhiee evadderronn oam i1 EI f•,ya' W. Slaiir-,hr +y E^7 1 :error; Lund r COmotanrro Yelhad: E+ar! AQ m RtPrd rater., , EO t P:L J+ r „weruto tsar r. a. 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H7Z, H1fj 1,116S, 2 1 Hur-icane, T�l 16 LILIS stillies hangers Face-wount hangers available 0 wdlilts tariging frorn 11-wle to 4- 2 SD91 12, SXM, 2. 301 C2. 12 '_;1ronq-DfreSrj Cionnector Sw�few 8 AP�,4 API_6 '-PV'4 KPVTf� . APTA AP71�_API,'�4, AC11.1Lj5 0,nj�w A, �,,�errt jr,j 7 - I - [ � T;c, IR ZT � H�,T 'il ACT A HC - -iri ro�tjt� Heav e (' W W" andheights; ranging from S' to SD9112SS Sil %Wong Dir,.ria.SLI �cvnel SS Screw AFFLH 24, APLH24R APLH2EL AoLH2#., P, A, LIH ZIG APLI-121OR r-IliLl.l�,Jr FiocerK­ Light Han��erz li::�_14 Hut carill 17 MISU3.6i MGU5.2f,-$0$. NGLF5.60-SCS� Ml'-�LfTli 5U5 Face-nnount hargei 4 5DCF224,`r4 SIDCF-2-2512 SI)CF22ill SCCF22700 SXF22858. SOCIF221014 Strong-D(ftria SDGP Tiriber-Cw; 5irrew a F1.1j z ln,:L, Vponr�,r Lri��rinr l-'cinpi-nor Heavy ��Ihoe, 18 111 series rangers Face-anowit hang", avatable in vidithis ranging front to Z� SDCF221134, S0CF221 3a4 SOCIF271956, SCCF`M-_,58 CHT2Z Boom Tri -,,I IlIS-2 H-5-F1 fiS-t HST5 Sai Sitars ItS' and heights ranging from 6-15116' to 1P-V,­ I 5 D,�P22 5DGP22434, SWlol SMP22(314. SDGP2270(i S - 858 -P-2291 2, Sviorg-Duve SDCP TmI:,4Lr-CP �nveiw 10, C_; ---TdZ --fli C�JtW _7327. I 1.�or,,eilexI joiiiir I Ihs 1 �' IFTS16. KI SN� H T S24. HF, 1,�28 H F� - X, HT��T%� Heavy Twist Strap 19 fri Mk III Fatce-mourit hangers. SDCP221 100, SDCP221,34, SD-IP2114LIO 11 GjTI4 UtL k - Cot I IC 13 kl`�F.Q'Gki HIS020KI-Z I Irl Tosl SLap 20 SUR, SUL SURC, SULC series hangers 6 SDHR27400 SDHR27614 SUDHR31400_�VFIR31614 Striong-Dritle, SCIFIR combo -Hi Screw 1. 2 us Urt, Nlali 'SI.or 14 LF - p, Lqlhir Floor lie !�nchor gifl to 3-9/1 6'andl heights ran� Ing from S 1 JII 6' to I 1_3W 7 SDE25112 SIOS25134, SOS�62W, SI SGS25300� SDS25312, SOS2541 2 Strong-Diuve SDJS Heavy -Duty Conneclor Sciew 13 RA P�_G f"Tarritro CI ps 15 LS IF 1,9 LS7AI 2 LST A 1'�, L S I'Al 8, L �i � A--,, I L S I AI24, 1, 6 L S t k36 Stil Straps Cintireallild flange version iSURC, FlJLG) avialattle fair all douthe SDS25500 SIDS25800, S0925MO 14 FWAW Fra,-idatrorl 'Nall'Ariqles T 6 I.S714II3, 1-,';l 173 Siraiii ZX and 4X modeI art ly acate flarge is concealed 8 SOS25112S.-, Sol;25200m, so-"- ,I 2SS, SCIS1253-IOSS. SOS253129S Storna-Drive Sli Heavy -Duty Cormector SS Scirew 15 CAI C-ilo` Cus_�-_r Avj4-n 1), LTIT20 L 7 TUICI 6ndgin'l 2�1 U seres hari Face�mount hairiq�rs rivailable in virdths ranging Tram 1-9,11 li to 9 SDVJF271 4 SDWF2720, S0WF27224 SID'AIF272165, SMAVIF2730 Strong-Drue �5UWYIF Flocir-to-Ficlor Screw 16 K2A, 1­112 ET rF8 F-I'll HI '11' S H14 I-iCA1 Hunrcalte, e- 1 b LTSI 2 IS I If L r S IS, I I S21C) 6'and heights hingIng from 2.51a" W I I -1l,`4` 1 i HC_Yrz f fisa,�Y (-*,r"*A*j io%t I Fit 19 1111 lu m G a cLef 1 ard ant, I, 16 HH4 iFFi6 HpAoe- Har,qi:1S Xi M S7 �' 7 tASTS7 TVIST48 MS760 MIS-,,2 Ft,#10 _07-R@ 1_4 KIF�Stl Kne-Uta, Sranflvpi 21 K TAS tjgl hP AA5�jiiii` M.--,TA16 III `AE A!"11 VIETA24.&IIII -f Ai 1.1 S I k4 9 Stlovt Stral's FL# -RO ZQ LV _50,L_701 L90 A goe s Z2 MST r� 2 W5 G40, IlC�-C!�Z %T6TC_it�-; t�i)atgt,t strap� §ggj Product Model, Number or Narito Pmdui Description 21 LICE4 P D-,-, " a F, 2% MSTC�481:_11, i,,TSTC,6663 Pre-Nn� Sts�ps Aga Product Model, Numberor Name Prol Description I ATR316 ATRI1Z ATR5/8 ATR314 Threaded Rods 22 LSX -, 5 0 L S 7 0, L _ct9C, -S kLe vi b le, A I I y e s 24 M�, 1216, MSTIM, MST148, Y_�T*J� 'i, 172 S3 atc, � t Strap b I 5A. series hangers Top flartge hargers, avallBble In vAdths ranging ftorn 1 4,1161c 7 2 ATUD5 A%D&I ATUDO. ATUD9-2. ATI-109-1, ATUDI 4, ATUDT14�2 Ai,.irrinnum. Take UP Device 21, [_<�C7 2' rv7S 11 ,dC Ivi V S122 ` �'j KITS1,1 liM�20 1�nrS' SIC, JA ac vi� &r�,I� N`l`n(JiLI,,iT,, st 118'' and heights ranging from 7-118" to 30". 3 EPZV6-2, 5P 112, BP112-3 DPV-14-2, 5PU8-3, E)Nlirl Elloi/4-3, BPRTUL)3-4 beloong plarl 24 RZ L-3!3j21QLZ L��SJ2'10F�Z F*O Aldj�jstal)le 'lack Hargw IIACAL2, , 0 14 flCA2l, 1.' 12 1C, NCA200 16. 14TA2,12 1", blidgir, 4' V-16F series hang" Top f4,rige hangers available in wdIfis ranging ?Tom to T 4 CIrAYM V�Al CNW!56, CtM34, CWili'l ff2, CNWV4,W coupl6er Nuts 25 3' ILSSR 2 1 � L SSP 117 LS S R 56 SSR,21 a 27 4 1 C Fill-ki A rjoA,nk 27 RC`NS�4 00341 N Twin U 118'' and heights ranging from 9-114" to ZV CTUDsI5, '�TUIDK,. CTUDI r-TLWJ75, CTj[)76, CTUD77, CTUDI CTUDI-is CTLILV7 �;oupkng TaKe Up Devicie 215 LTP4. _TP-. Tie Flil 21, RP-�15, RPS22 RP,,2U Repair i�iale ��trap 3 l series hangers Top t1anile hilinglifs, available ln, wrefths ranging from I-VZ'to,A� r _171-098, CTUD99 27 N11 =7, Irrili Ill 257, ?JIL�67 A �, -� ilil, I _�k RSP4 Fftd ic 'late C_nrtcc�., 5/6'' and heights ranging 'i 7-114'tc 24" 6 1,13. Ki N5. W Heavy I -I Nj%, 2,o Mill Poof Tip Dc'm- 30 ilol 1,511-1 SP4 �5PA_ r�Fll Sd�d rhi Ile 4 UGHl� serl hangers Top flange hangers available in -moths ranging from 1-314"to 3- 7 11 RTUD:�B. RTUUA RTLjUj4B RTUL)t R TUD11 RTU'D7, RTUDVI Hatcheting Take -Up Ge,ce 119 rom HC Hill Rrl�t corirect::, 5-1- .1 �,WH6 SIP"d i Irlo", ? 1,11 plillilr T I,. 5%f6` andhoights Fail �ii 9-1,'4" to 24' d Tli TUD1C ake-LI P De% ti i4t,11.11I firillill %IMMU210 lAl`JLLlJlI F ace-tilloitht HAr gets '_,tu d sit ) e 5 111 JjC,�7, Set*$ hangers Top lhari hangers available aawidths; ranging frorr 5-114"' to 8- 9 TUW38 Take ltrWal 31 Rec, Fi W;of ozi! D1, r Y : Ar,7, 33 SIT 9 1 ;1 'S, 1, 16 31 T S i;"I 2 11 t 'S, r 2 1 'S T 1,; 15 1 i� "F, 1 if, Z" e �,nr;il;lr� �Arars 7!8'' and heigints raing � Ing hom 11 'to 32 1�2' 10 U RS1_ 3j8" Uplift, Rod Run Tiedi Sirtfillem S 2 PST Pnof lni­L��­T 34 1-1123 IRI ri�31(: 1638, TrA,12 TH419 lf,�,4, 111��C 'Fr6L, 6 EGC� %arms hangent, Top filings hangers avadi in wdths ranging fil 3-5j8" to 7- It URSA 1,12"Upift-Rod Run Tiedown S tstern RTC= RTCA,�. RTC,27 RT� 44 RiI V, TWR1 0 Tilili ),tat Bfarii% 114 and ,)eights ranging from I I -1t4` to 32" 1 12 U R SIS ��og" Uplift Rod Run Tedi Systitm $1 r_ S�t 7:11r, ::�Tr ­11 c1d T,11" 7!T, _Vlo V37 U(Mll V.�*lallilplrltcrl �Irdw I wt,wr 7 Gi-Sserrill hAnUers Saddie hang @Is al blet In mrithis. rarlqin,�fforn 13 111 R$(i 'V4' U Ditf: Rod Run Tietriowin avyitern i6 TA32l7 Ill 'ni �A­ 3 � VVIF 10 a V;F 1 11 0C , Y%G I IV?, 12 0 C INS 117 C. �,Vlii NwAr' g and 1)"hts ranging frovi & 112' to 28'' 36 2,21, Z4 Z44 Pwrt� Giiii, 8 CLIV 5erm hangers I op flange hangers available tawchri ranging ficim �3-114" to 7- 1 r8" and heights targing *tonni I I " to 32" F1#10441-5§ FL91i 9 Ho serens hangers Top flange hangers availl irl langing front 1 9116 to 7- FL#10442-115i IQ` and heights ranging from 8" to 30" §W Product Model, Number or Name Pricil Description �W Frodkilct Miodel. Number or Nartif, Fic2ducipmr1own 10 11 series hangers Saddle hangers avariable in inidths. ianging from 5- IW' to 5-7 16' f OTT2 Hotri-doitin Sag # Product Model, Number or Name Product Description i CPH2 '7,5 A, :�SIH2 17,7 Pj,'tl, CB� 12 ?,7,(g 75 C,,nr,erAl hanine, and heights rangling from 10-1l`21' to 28" 2 HIDC10,14, HDC10122 Huld4z:nvo I AHEP "­_ ElJ ;Qnrtel�toi c1j DHLI CH LITio seftl hii,igiiii I rv��nt �DUI, -Hl,),�nd top flange iDHII, FFI hangi 11 1-t-GILT series hangers 7Qp flange hangers available in wdths ranging front 3-114�10 S. A HDCA� HH0,011t HHIDG14 Hokf�<Iowr 2 FS,­7,R� �r)31 0!;r_2i_ SDLS�1 17,,Sn�,R l`)i.-,7 SL%jt RqtAiIjt-* in f,�m 3-C,18" ond heights Irt`8" and heights ranging from 7-11 to 37' 4 IHDU2. HDU4 HDU5 Hil HQU11 HDU14 Ga, -e Eii - C­r nft-tz�� 12 H?--,LTV selies hangers T op flange hangers available in wdths ranging froir '1 7 5 HPA28, HPA35 rurlin anchor 4 Fill i�t H.CJ12 HIGP4 Hip HCU", K�jj�, 2�­$DS HGLI-5 �C,J 00i HG(__,1 21- Faco-ni nar.�O.s 1 r8' and heights ranging from 14" to 31' L, LSTHII _STHD8RJ 3-trap style hold,dovr ti HHR-,2 2 F*JRC4:? HHRC,44 l, ilitf_f, 2r,:i K­i'_ 11 Tle:,Vy � �Ip 'LFC ', D �`, 9 11 13 HIT sill Mongers 5a Topfiange, hangers available In YAdths ranging firom 2, 16 to 3- 7 MASA VASAP Foun dail anchor strap 4 Iti IS �,p ;r- harigi evintrisra-gigthorn 0,16 andheightsrargirliftom 18"to 26' ,?l MPA112, MPAI44 Soap-st�ite purir arcri 6 1-IRCI P! HRG,22 [lip 4,1g& and heights raroi-� liro,'� to 14 HulolF seriestrangers Top f1angL jc,st hangersavalliable In wdthm ranging from 3-1,l 9 PA18 Pili PA28� DA��Fi PA51 PAf).R ourlin anchor 7 Llri LJol j2L,� ._R�j210 Lrtu'12 Rater HirqFr i: HH'11 I!, PHICiLot 51C'I�S[�Fl 11-0,5:1 I'� 62.-DS HHC'I l" GD-S[�s 2ltS0,i Facr��nrount ianlit-tt 5-SM65" and heights vi4rigirg f,tom 5-V8` to 10 FAIti PAI23 PA128 PA135 blap-shre, purfir arCha; a LSJ25 t �i4�U28 LSSL1210 LK.,,t 14,�rti is HUT F I 4UC,T F serites haingers Tup flange hangers xiaiabJe triwidthis ranging ftorn 1 -911 V'ta 5- 11 STI-1010 S-THD10RJ Slap-Alt?le hold-dawin 9 THF4 TREt 7 ril's 6,nar I1.1 �Frirlarcer FFHIIS�10­1 ­HFfl��,Ib HHOS&II HH[it-Ail) HFII�Si�,(1110 Fare-ni har,:?n,; lr�' and heights ranging from 3.7118' lic 15" concealed harge 12 STH014 STII-101li Strap -style hold-tt-AFir, 10 TC� version HUCTIF) available for all models having �Aridth equal !oer 11 - A'� 13, 1 H ri f# 1 H A 2-9, 1 F UH421"i AJ],,tInn-F, -Lm�-Fa,�,er IFS�l HSiA HS11HIC; HSI ILC snnov, ritaugers, -ap gl g Sgmondirarerrtourl -Al-3l avnianii 11 1 In trol greater 11hian 2 9l 6" THA-I TIIA42C THIII fiont 43j4"rolf. N.4', is I i',&,P "'Fies na roge's I op tiarl hangers available In wdths. ranging horn 1 -911- 1 -1 rHA � Ill Q2l 1 IFAI21 NP22 TRACP I12�, I'H, 222 Thi l H,3�, 1: HA1422 P -, ,,arob ri � arige, Z�-:red tnj 1 - flap. ge P,,,, (� iStj RC � I a watta a ie fin ; oll 1 ra" And I his ran g Ing from 5..N5* to 21l" 1 � THA, 422, Tli S*izn,,rlld -, r, -�ar�eT doui�llri '�X and 4X r',ocels oiN acute, Tiltlnige,r rovefi 17 HlAll series hangers Top fbitigid hangers at,avlrable ritmriths rai foorn 1 7- 14 T HJ4��F`X L I H JA25, _1 411 IrAt tit."e III lj�l�lji 6 111 Hl 02tl HTIJF�140 t I I J_X� H I iiJFll_i 2, H IV210.2 1`3c-e-mounit hari 1Y7' afidlitleights rargill-I from 6.3,18" IQ 12" 15 7HJl,.A2-4-S0S?! 7HJNV-5_130�6 17-1-1112t; -HJ1J24�',l NI, luo c, Ti rl-� iga­ IH I J HI-Ir' hangers rac�, rro�nt izinoo,s In wdVis rang ig from 1,911 6'"to 7- 18 rG spries hani Top flange hangars za,mbtr mwdths tainglog front 1.91161c 1- I G, TSI 24 _ftl-�5 �.etnatit 1�' �1' and heignt_� I from 2-",`,3" to 19-1,14" Concealed earge SM'aflneights ranging ftolm 9.11 to IC" 17 VrA-') VIDA2i VPA! VPA!tS VPII V-i, jbt:� P avaiiatic, a;l mndo�t width equal to or 9 JR smat% harl 7op flarl hangers ava,liable inAirdth of 1 gilI& and heights Itt VTr" �01 We I Wi� r­ geati -9;'F ing fror ulng . n 5-3fel" to 7-14" 27)", it�11002'021crl,'F HUIC,�)2111,*M,53 rai,,-m,nt hanq,,s 20 JRA spirrilln; hangers 7op flangelhargets ava�llabie ;nirtidth of l.fV16' an� heights, SDFI, I 11;C0410 SCS, AL),l SFT�F I US�`�S 25itl HJC�,l ra,girg from S-10 W1 to 11S-1)8" Simpson Strong -Tie 2020 FBC Approved Products Lj odat e r 1 1) Simpson Strong -Tie 2020 FBC Approved Products E:= Simpson Strong -Tie 2020 FBC Approved Products Updated I Zt3&21YZ0 KETMEM-1 Simpson Stronli 2020 FBC Approved Products updarted l25W2A).0 For diffetilinlis boive, lot lofii,Lt For additions! inrforrrol�on ullgarirw Fhaida's Statilmde Product Ap;ri Sysirni and Mamit Q.�e Coe,ty l a.ri-epotuili, �Ili ;F gr add k onal:�-for-niol leg Ordinir Florida', C,A,,,wtde Poduc[ A For -farj,,jn rN Fa addittonahnforri logilrding Flail State*li isr ollii Approval Soterti iii itliam-Uddit Coi Nance a fteptance (140AI 21 LB ser let ha ngls�s Top flil harigii availlarl in,,vidN ol 1 V16' and liteghts FLM 1468-M aLl t6 51 51LO12 GE SIFLY2 *LSY'.: '6, ��A.LOI %ii A 12, Trjp F arige I SLT XP A0tresill Anull for conefete tang,rg Irani 1� 308" to 115-li8` St (1 53 1".- K, E" , T?V4 CF. S'� LY4 2, --tBV4 2F, S", Y/� zt, SiILE1%I'5 ��j 6 Slini 2 (S"IO2 'ST52-4SS, S782­45SS�i Strong-Sch 2 Wedge Arichorfoir concrete a,,adahle in 22 LbAZ series hange Fop flange hartgrals avallai in oleirl of 1-9116' Jill hetglht� 5W PrOducl lift9i Hunlrar v d1jn2 lorpotill Dinoripi 1,4 1 ��'L I '_':c 5,1L1 1 72-1 Sfr J-1 4,, 4 r, IFT', swel and Types Y04 aniJ 3'. 5 stainless steel lan�io� it,cil W-ail cv, to 11 1)8" i K l 11 S�21 (1 13 T I i-I U R71 0 4 2,) C,?,1S7j1 tl, n,*,'N`S-17: ,:�ilap, � I I a mil Ir I ri tjo,, 7 Titen 1-10 ,THC P 1140 HMG, THDH�S THE; -HI TH0 CSr THD-C,%ESSi Tken HD Heavy Duty, Screw Anchor fat conciroteand masi ra LL(33 LIII FEG; senes, hangets Topflangle hatrigers slailade inwoklus, itarlgii)g Irohn 3 1,14" to 3- ; FRSE III Slip S`4 SPO stu rj Pill to T es, availlsibievAh Itex head;ncarbor, iseel and Tlipes 304 arto 315 7�8" 4nd heights irti from P" bu 33-1 tT' 3 P 2 SnG, HUOQ210 3 SDI HU(7r-_11,i 7,,= 'Sturil Pill Two S1181010i Steel. OF with countersunk head in aarbon, 5*01 and 24 NIF05, 15i sernes hav�;Tert, Fop flange hangerb ovailaI in votiths, rangil from �, 1 �14" to 6 4 TH--3e". THl 11 FFIQLIH,� Tl­!�;LHA _�c, 21 3 SI G El I C Truss _'� lip Type 316 stainess steel T,3` and he,gints irangiiig 11119" 7 F 110.,74,7�2 75HTFC,`T-1�CT5,4 S, T H,, iL� ­4� -'�FIIISI 7HP :A I i'll- ��rj i4 F, T� JG QH4 �,F) S41 'I I'l 4rjl Tnno; ­,ol-, Mla�pilrii 8 1 ten HO li ��cupler TtF D17634RC, Ti­1n,5CW4RC) Them iqri nirearded Rod C-nuplar fooncincri 25 11. seentits hangers Top flainge, hargert, availlamir in vedlihs iianytil 4rorn 1 tr�l lif-to t-5- -Hl`_Ilrf3 I -,I hiani F,_, , 7,C 67 Truss,wk "iq,ectoj 9 Titen H�I Threaded Roo Flariger (THUB416aRH, THUB31158RK THL)3?212RH Treln HC� Threaded Rod Hanger too concnatis 2 1IN' and heights rmitgnig from S_ i "4r, tQ 24" THW234RH, THEI 0212PH) 26 PF, PFE. PFIDa, PFL55 sonars, hariptlirs T�p flarigur harnglefs availadle in vil at 1411� anQ hel U Wedgil (WA) vVedge-All AnGho, fur trialsonty rangirl f, am 1ra,3'to 7 1,ti` FL#j 14n!K Fl.#j3W4-Fl$ 27 RR Ridoe aafter conr-,Ctcr 28 VP series harger'. Vop ft@nge hangers avzilai in mdth% rarl, from I -WIT'trn 1W ftoglwd 029IL116111921 2, Win- Prioduqt Cles,-,ripi ��W Fri Mi NumkgL2;t.Nrn Frodua Detsimpluon FL*16230-RO 11� and netifits ranging 9 114' to '�Z' I rET-AL2D Gcuble F­zji Ifis Anc,ct I cic.111411 GCQNi`4 (32_S%SH1.Pi c.�CQOA5 �O-Si I 62-SD�X,' ItAlioirty Per (,3rn, FGTR FGTRH'- K"litill-fir? if-;�def Ft"'c'mAlyno, =:,M4 512 S,'-r3G CGTr,4M5 550 SCZIC, 01,14 62.Sr)SG Sen # Prod uSj Mot". Num beE oI Name PMgUSj 20guilgion V416 HiLkS f�'"5-2 -IC 2S I in. � c," , , c C'- I SC 1 AT-XP AT_XP High -Strength Acrylic Adhesive for corcirele or masicnry FL#1 W60-11915 4 IFETAJ-2, HETA16 HFTA"r.) F-F]".24 H-T-,4C [�­hrdoo,- A,rnr - K;�_,L��JI,1362G*T Pl,�(-LrINIA 62�--Kt F­'X,I ullAb 5id'-KI, i-C�,`TLQML:362CI�Kf It&'l pli FT -HP ET -HP Epoxy AdhPislivo for masonry hFTA,1 2 HIFT At 1�- HFTAL,-C E'tt- F.- _,o Arco, Firl 4 62�� KT ECC YP_�, I F',T L,1-1CLRQNU 3,ti K 1, RQN1 D4 02Q' GET�Xp SET-)(P Hgh-Strength Epoxy Adhesive flat masonry 6 HGAM10, Kf SOL; KIF 4 2 S7 EI�T 84cong-Heft 2 Wedge A itchorfor intlasorry Al ABA."R,ABA48,ABA46R ABA66 ABA66R Adjuistabit, Post Ba�e 7 HHFTA16 HHEM20 1-HIETA241 HAII F-AuVo 25 %45 ��O, AGIL"A", CIO , Gtj W, �lS I <q M9 I li Mjis�nrl 5 Titi 2 1 i ill 2 Scriewlinchor tar Ck)ncrete AI AIRU44R. ASU46 ABU46R, ABL)5F5 ABU5-6 ii ABUM Agi ABU186, Adpostable Post Base, �t L, 12 1r; T 3. SET S2 5 L I T 4 C; rder 4 L;`. - ltr'213� 2 IGUY _0 i. I IA 26-4 J G j J %021� - 2, L0 Li WIM L G U TO, t�- 4, 1 Ll N121 10. 2 lvlif-cr�ry Serni Hangem 6 7 h9h H0 (1 H()�F16SS. T]FDF(_-S6SS) I Fill HID Hesvy�Dl Screw Anchor hor cancrehe available in 3C4 ABLI88R, ABU10iC, ASU1010N ASU1212, ABU1212R 9 LFA2 D,n_- .1,nni-i � I.GUM210 4, L1­,LjM4C, GUN10, ' GLIM410 or?16 saniess sLi hex head. and steetwiri 3 ABW44Z A13W441i AEMMI ABYYI ABW66Z. A8VAll ABVii-T Acf�ustall Posir Base 10 NIET Al2, ll 64 ME7FAII3. NI MF- I ,,_14 ML�F A4U En%ciric*� s An clirr 5 tir]6;HA:,' IM� 2'_�. M6HA3 120 11 25. Mi �a3P 2-1 MB�-A3 %1#12j, l,,1bHAi!,6;T I �n,, Nilailaorst, I or 1- lian or, PeAm H ar;ons countersunk head 4 Ai AC41R� A.CF4, ACC ACOR, ACE6 Pcw Cap 11 NS"Ahi tol$Tsiil�fl NIS7�1,,;140, MST,71l 7[r,�', W-Lioi y N6HA3',3�i'll 88 K181,A3 56i'4 1,1��HA3 5Grti P,113,03tiS,16 M611-I 4�t�� 7 Titen Tunho (TNT) Titen Turbo Scirerri Anicol for i-A-larrete of masonry I , 8--4, EC46. Bil 505 12C6R B�C8 ElC52-24, SCS2-M Post Cap 12 NT5M16, fllil-51IJ20, H raflf� 6 --rLT _cNI12� - Stoi �n,, Mat -on!" WGII _,M 25. -V3HA,5 50!11 25, NU-�i;5 15il 1 W r%IBH 4550� 14. '1 5-1,15 6 CA344, ClS46'('BQL CBI C088 Eirseddilid Colunin Bass NblIA5.11i - I CB5044-SDS-7 CBSQ46-SDi CaS066-SIDS2 CBS`,�80 SOS2, CBSC58 SuS24 Enitaroldrilto Colurnit Base 0 j 'I NUITI-1-R t,51 .2". f015HIJ3 56l'11 25, NIGHLIZ 56l'11,86. ML 1.16114 MUPJ356l, 0, Wsovil Blit;Ithri itariqtu� FLVIM7-R3 ,c� CC. ECC� E:CCU Serres. Doted ­Qiumn cal ovith VVI ranging horn 3.14' to 541,- and flilLtarrm Vi iialis M2HU5 6C,19 25 MHI-�ik_i �Gll I 2.-"r MIE'HL' 6011 35 hiltift J5 W2 Tangling from 3.5?8" lO-_I!2" NSHU13511116 MRHJ55011�� ,&g_f Product Model. Num Der or Narm Proeluot Description 9 CC(,;-SDS2 5, ECOGi-SIDS21 5 Series Screwed vourri caps wrth W1 rarging from 3-If4" to g-1122'ard �jlll Piroduct hiladiall. Number or Narna P(2djr;il Qg%,::hPtion I XAB11016-5K X1Sl0­16.X1F;I01fi XQISI016,XQIS1OI8-4K VV2 rangrill g from 3�W` to 7-1 f2' I L7TIZ UecK 1 Tie Drill Point 10 CPI CPT66Z, ZlM88Z Corrictiali Post Tie Base 2 HII� ViC114 F�o,ol I E1,911275-IRS 2 X[.011.41FT224 XL,1I14S12N-2K #12-24 Strong -Drive XL L.Farge-Head Metal $0-00ing Tapping 11 L-1344A, EPB44 EP1346, EPSIll Ernbeidect Fi Base 3 T103E HID511-3 1 1068 So�r-ld lkill Screws with #5 Drill PNnt and Liall Drarnew Hex Washer Head 12 EPS4z Enthodaillod PC* Base 4 F7T4 orTIFF, i4TT5-1-14 §Sg_# Product Mantel, Nom bor or Name Firl Descriplion 3 XIiii 114SiZ24, XMQI 1481224�21( #12-24 StorighDrive XM Wediurri MetalSelf-Dirilling 13 LZ844 LCW,6 Emblectoeft (Folui Base LTT16, LITT208 LTIMI ',es SD*?`,ii SVIN22331, SDIIML411, S:itrZ24Q1 1,101i SCIM��'JlX S,0',iiK:A38 acd IRLISS-F`L(Sol Tappingt4rewswill E44111lvintarid lAetwirn DiameterHn 14 Li LPCSZ L g ht Po-t Clap S7)412�Nk-�4 4 X0114SI224 XQ11481224-2bK X114SI2,�14,)(0112SI�'�14.X0112BI,'24-,'K #1FL24 Striong-Di K Motal Self-CrilTri Tapping Screws vvili 15 NPI MPl MPW? litloment Post ease I, 1_Ki.1.1C-1S4FN21 8L)"AcissOn Skn�vv L'sill Point 16 Pi PB44R. P846, PSWr P866R Eribeall Post Base FL#1 3628-FO, If SDVVH1_1)3CCDS &.M,4194ii (IVPER-HE<,,.4cretv , XLI.,,161,0116, Xn4L;I0`l #10-16 Striong-Drve XU fllietal Selt-Droling. Tapping Screi with 17 Pi RSSM HI Ernbei Post 83se 4 S1311i -11, e SEVVI P X GG S,-re,v #1 U111 Point is PM PBV10 Roll d Post ease %W fdroduZ n2dal. tililmbi or Narne P112glUln QV51CF11211913 Szorp-Dr,,,ii Vi0MIN,�" , z _Scrorw, 19 P044-16 PCA6-16 RC45-16 PC84-18 Pr-55 16 EPC44-16 EFIG46-18, EPC4i post Cap �II7 kn�hr Bull (51 �DVVS 196 0 0, S Chi,.Sl 9 12, SIDIP,`-V 14 DD MW SZ25-4-X SDIV_-2 2 5' 2 SDI `iS -ime F 4LER S,�revo flinte,nit Cfade) E-P0,84-16, EPC86.16 :.I- L It- SSI S1 6 sS 18�'L, S$'18�14 S51 1= _­E 'AL gt� a lIOLI, fl,,;DV�,Ir2q0l. Sr sr",W�7, S' X r i ic FL#3"20-11R� �n K,4Z PC4R4 F-C-5Z, P013RZ PC8Z, Pfi Elut-_4Z, EPC4RZ, EPI E�N::�3RZ EPi Porsrt Z a p E-PCSRZ S,Ylrli��l_l 1 00(A )p 1221 Product Model, Number or Name Product Description 21 PPB44-47 PPB"ZZ PW Base S.A1JlA_*;A "V.XXt I USSCB43 -5 DSSCRI D&SX-1348 OSHS Bypass Framing Drift Strut Connector 22 RPR7 R etroft P of, r F�ai;a FL#13M-R4 SEIvV 11. 7 SS -ilAIl 'S'Scre",, SU".1"'S , -F 1 2 -4� , l;C:F KF I � 45 i5 F0�47 5 F_MP 5 F F,,4ii Bypass Framing Ccriectior XIS S, 2 220K, 3 FPjASTO?,4,S1(3I8, FPtIS03491015, FDr-IS03481016-5K FPiHSDUSI214, #1C.I.16aind 912-I4SIrcrr;gTjrveFF`I45D Framingto-CIFSSil Product Modill Ntmil Or Name Product atqerlptlon :l �,trol jr�. L `_[';)P,� S-1 Rift" Snfew F-PHS034812114, �PHS0348112114-51K, Drilling, Tapping Screvits, FL#1Q8i CMS71-1 t',IP45714 C.I,151FC15 :7,5,4 CS16 C,�;15 CI;2ni �-Ijl­do�, A�feqt� Hot.H��;in Vw5n" 4 ISFC2 215 It SF(l 23� 25, SFC1 25 SFC,4 25 SFC6 225 Steel Framing C�ororretctor IARSC Ill Hplsl` F AAS ` ii'll F, Ati FIHAIS `I�AT4 FI-A K! 5: ILSSC4 25, LSSI 25 SSC:' a,. SSCA 25 SSI-6 2b RASSC2 2d, M-ESC-A 25 MSFC-6 25 Steel 'Slud Ganinticitnu; JW ftduct ftdi NlimkU_2LUaj prici UjIlEftligin IVS�148 MS 1150, ill 2 Sovil ST27 Srilli 137 &INIST48 NISS04.251ii rvISSCII3 2SKAl I I`JA FSA Fcunl:lL,;tr)n Anchor - H_T1___11l 11157U [41`1124� WS2F. �T­��FFO H i i?,F'C Fm­ e RCKW3, RiCri 5, RCKW7 5. RCKWSS R(KW5 5F� Riii Knels',riall Cf.rtivilli 2 FR=P F6t Roinift goundatto" Pfriler 4 I1X`,AN3 LS7fi-flitS LIL;714q, I. S7173, r0,STAE4 VISTill lAS7A in, `,4,3T;, 19 aro, 4'r ' ii, 7 1$-_ P 43 fi.Sil 5 4('647 5 -lil 5, SCS411 5� NMR45 5 YS(i , r` Bypass Framing Slil Connector '�i GH4U-15 GF46-9, QH4" G441" cHS6-6. QHOE�-6. C31 iU5 Girder I L$7" LVA12 LSIAI� LSTA15, LSTAZi L51/QA, �TZV_' 5r-" -1 S­ I- 5T-1,l §jg_A ProcluQt Mjjal, Num ber or NaM* PE;lou�j Descripittop 6 SCEa2-1-07, 5l 5r97. SC562-briS SCS52-allU Bypass Framing can rei 9, GH6110.6, CH61 0-8 6 ISJPHI�1171 1;1181`112� %i5jf;_�:*r1 F. dTvi:-11 m, 'i,- I A_!IZIi A�161�1, AS11-:0 T,,,­P­ 9 25. SCW1 5 Head -of -Wall 'Flidi Cannectm 4 ('L_%_A, CLB61H, GLI35C GL04;L). G-LB7 A, li GLSTC. OLL17L) n"Itan, S"ling Plate -le z AS gi , -1ii ll�'j ti� 11, 1 . I� ate 10 1SX825 5jC1(j.2�:,M51jl TY15JI-10.25 Steel Joist Clonnei 5 CLDT51 2, 3BILTS12 Q'LPTSIS GrWrelfl, CIRT57, GOLTV-0 t"I'll r�ctn`irl nafB Iq L7S1I -1 � 1�:, 6 t TSI t�, L T53�,il T,,,,� a:., 1�1 A�11- Truss Pli 11 SISM 518 Bypass Framing Slii lip Strut connector 6 WLSA tiG LBB, li-31LEV- Hillalit GIUlanl6e3r`n9 Plate 9 ?�SiA30 �)L`S-li 5T02-it, STNEZ�4 5TT4,:tii 12 n T T, ST 2,1. NIS! C',tio I rt-__ S, �Alj, 11 it C 4 f,:;1,W I Pate 12 XLSH341311 414, )(LSF178S14 14 #14-14 Stregil-Cilve XLSH Shoudeied Sell-Dthrrg, Tapaing 7 WT-�. HGT-3, HGT-4 Hea, y Gird e, ThFdo,,,,n io IttISIC66 ItISlo-7111, Sli S�r I a ry 0 _q c F e � is 8 U17010 8061 Unri, I Plate 1 h(TS I :, V7S 18 NITS18 !AT5r,1fO NITS-10,, of-S24C, Nif"S30C Itill -­­1 13 XCAS1016, X01B10116-4K XDISI'2114 X0101214-3 5< X07881224, X,7j1,6S'I224-3li fil 0 16 11112-14 and *1 ro2-Drrve XMI Sell -Drilling g LRFP Universal Retrofit Foundaton Plate 12 vt I �o&Z o' i�fbi 5L,, �-�je I ej. �Jta_,.x, ,5�W r lailgit, .10-st -lar �e-& rLaj5M-R4 X,4114SI224, X:�1114SI224 XQ112SI224,XQII2BI2'24 X34131016-5l,Cl Tapping Screats 7 1:3 V84 12, �,_&4 ��, 5,11344,7,9, S,156 50 �YEA.2 1208, alBA2.12MG SeA-2 1LA2 ��U,4,4LI8�e '_�VE)AAkkli 1,DP' anJit Jr,,St 1 5,ea N Frieduct 11111I NymW air Narite Product Dewriptipm X181018 X1610lil XIS1214, XIS1214.3 5K lif 20?3 511 1ri &,EA4 1514 FT lip Adl,e�r.p Anuh�-., r�x r-ii-iii 14 &H 1 A, Hut, c o LW, C L 1V -X. I-', Li IN, o 11 L;P$ 1, -_V) i- tAl 7 Oil, I LL� I H t_las-act,alled fattorz- and nsscri-ilcliels e V 14 n L P�c!A 07,PA K P-11PA 'i P-,PA' Pf-,'PAT K Plt,,,%,. DI?4.�JP P171jivIr�-W CD0A,VL povtie- j�tL.t.--d ��,uajed 0"d as%­Mbks 9HDU4, '_��HDL64 S1HUL-11 Holi 3, P-�;VI-1-K. P-i CPA, 7JPA --`TRkA4 Virtual Review Assist, i SuCT, ST-ICT �lmy I �atlq�,lrs t.x �,c-cre!p Plans inc. Review cOMpleted and appro eld IV e "I "OrnPliance with the 2020 FBC 7th i t"'.'Debra Anne Klahr PX2300 Edition March 6, 2023 (3) r- > C) CD 2 0 (33 CZ 0 0 L_ -0 0 = _0 0 LLFF 0 > cn E 0 Ln C- U') 2, IF- C- C/) 7awA SHEF NO. PA 1.3- wm (3) U-) > c- 0 DADE MIAM�w MLAAC-DADE C OU-ITY FGT Industries. Inc. PGTIndustries.Inc. PRODUCT CON'TROL SECTION PGT Indus u ier,. Inc. 0 1190! S W _"05 S 7e*�, Ro ons _, 0 2 0 DEPARTVIENTOF REGULATORYAND ECONOWC RESOURCES (RER'� %Wx� FI-ond-,- _'Z37i-_'44 NOTI( F Of ACC EPTANC L E TED NOTICE OF A(( EPTANCE: EVIDENC1 SUB11ITTE D M 70 BOARDANDC ODE ADNILKISTPL&TIONDnISION Fi-2_1�i_'-V-_­sl�' XOTI( E Of AQ.'E PTAN E: E A'IDI NC F�UB.NffT TED W w-ww mkiamid adq-rov,*c as ow- I EAidence submitted undei previctus NOA D. ASSMAN CIE Cf) NOTWE OF ACC'EPTA_XCE 07 _0A) -M U) I- Nfianu Dade Departniew of Re ilat on and Economic Resources (KER). PGT Industries. Inc. A. DRA'"_V�G-S B� TEST`_,(couriuued� C) -0 -0 111_; Q 0 1070 Technolo&y Drive. I 'Alanufacti-wer die drawinz-z and f Test repor, on D Air hif�ltfaton T t, per FB(-' T.1 AS 1 0 0 North Vertice. FL 342`5 t.�nbndaed ander NOANO. H-0j, 0 -1 6-01) Uiuft-smi Static Aii-Presture Tesi� per FB( TAS 202-94 E� -\LkTERJ-A.L CERTUTCATIONS 0 U_ SCOPE� 2- DriwwgNci '_\ID--;;7().0_ Titled \*wv1'Shduiq Gias,,, Ejooi�NOA LM��­ sheets 1 3) Witer Resistance lest. per FBC, TA'S 202­04 1 . Notice of Acceptance No. 1.5-05281.1 issued to Vision Extmsictn Litlitted for their This NOA is being Lssued under the applicable rules and re i hrou gh 21 o f 2 1 prep, ased V� ntan u f a c nuei di t ed 0' 4) f 15 w it I i e,. is i on A d i I e-d 4) Lar2e.Mtssille Impact Tien,1 jx-r FBC. TAS _20 I -Q4 111LIte Rigid PVC Exterior Exti-tisions for X%`indows and Doors". dated 0& 11, 15. U) 0 _b > gulatioas Fo-,�ftnxqg the - - - = E 0 documentation suboutted has- been re*� iewed and accepted by Nfiami-Dade County RER -Produc t Conuol Section to 04 05 17, signed and sealed 6v A L-.--wi I%Iill� P F 2 1 C vclic Wirid Prez�i�vie A_oxad 111c Per FBC'- TAS 203-04 expiring on 0930,19. U) (1) ed by HX�Lq JULLACtIM (.�.JV- t�e uied ia �,Lami Dade Comr; aW ctherueaswhem allo-w J 6 � Fofced Eir, i-�- Te;t per FBC - TAS 202-04 Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion. Luanted for their 1000 Tan 202 and lighter Shades (Noti-X%-hite) Rigid PVC Exterior Extrusions fot M T'lusNOA shall not be vand after the expiration date statedbelow The Nlianu-Dade C ounry Noduct C ontr%-A Secacv B. TESTS aloug -�N,ith mark-ed-up araw:ngs and insTalivion d maram cif vaiv] slid uig glass door. prepared U) < In %fiami Dade C otuity' and'orthe AHJ (in oreasothes than.Stiaiw Dade Counrv') reserve the rqbt to have tbi,, L Test report on I i Uniform Stahc Aff Pre;iufr pn­F5C, TAS _�),2-04 b,, Fenestfatwu Te-tting Lab. Inc. -Test Rqx)n No fTL 8_540, dated 110645. 51gued and Window-s and Doors". dated 11,0& 16. expiring on 12 `29-,21 prc,ductotmmeiialtesieLi:fixcraahtya%umcepuipLy.es-l*:tbLi.�, productivi tuatet'ialfailstoperformin the accepted I I - � Large Musifie hnpncT Test FBL'. TAS _'01-�;4, se.,ded b,,- I dahi;;,-, OrT ega, P E. jett i-epof' , revise i ou 12 04 1 _5 and 021 11 16 3. '.Notice of Acceptance No. 1."528. 15 issued to Vision Extrusion Ltanted for their truannei.thernarn cturer will mcur the expense of such te sting and the AHJ may initnedi eh-revoke.modify.ot 6) Tesl'repers on . ill" infiftration. Tltit. Per FBC. TA-S 202-94 C oated (Painted or Laminated) White Rigid PA C Exteiior Ein-usions foi- �uspeud the use of such product oi maw-.Wi within their jutisdiction, RER resei-,�es the tight to re-vok-e this alougg with marked -i-p draw at 2 c: anJ tiiiialLa i!on d �.l ir!-ani 0 f sha. m 5, 9L.1 "s door. prepared Uniform Staiv: Air Pres�ure Titst. per FBC. TAS 2102-94 Windows and Door-,*'. dated 0&13.15. expiring on 09-30:19 acceptatic L. if it is deternxned bv Nitanu-Dade Counry Pt oduct Control S-e-c tion that this prodmi or nwevial i's il r, to 11 - . I -NTE by F�nestratlon Test m2 Lab- h,,c.. Ttsi Re-��s N ri. F'TL 8 - 1 - J.Med 12 0 7 i itaned and meet therequirements of the applicable budding code- Water Resistance Test. per FBC, TAS '�02-94, 4, Notice of Acceptance No. 1"71102 issued toET RGI Fenestration Solutions USA, Inc. for their ­T_iLN 3040 and Lighter Shades (Nou-NANte) Rigid PVC Exterior This product iso apprm-ed as described herew and has been designed to c omp4, with the Florida Building Code. 4) Large Nlissile Impact Test per FBC, TAS 20 1-94 inctudina the High Velocir;Hurricam Zotte 2 T1 est report cin 1. t Air hiffirniion Tei,l per FB( . TA'S' `0_"'A4 Cvchc Wind Pressure Ltaiding per FBC, TAS 203-94 Extrusions foi-Windows and Doors'* dated 0915,46. expiring on 02,04i2L 1 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA- DESCRIMON: SeTits -5.570127770- X'inyl Sliding Gla ss Door (Reinforced) w.-'"-o 90" & 1�40corners-L_%11. - i Uniform SrAtl--_ Air Presiure Test. per FBC. TAS 2'02-04 along With marked -up drawings and iiiitallation d iagrarii of %7mvI sliding glass door. prepared 3 by fenestration Testiug Lab. Inc.. Test Repart No- FTL 814142, dated !-2 04 15- signed and APPROV.0 DOCUMM-NT: DrawrinvNo. -MD-5570.0 Rev B. atled -,VtnA Shdmig 31ass Door NOA fI2X11'__ shees Water Resistance Test. per F BC. TA 10 -04 Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PVC- Exterior 1%, Windows and Doors" dated 00 t� 15 16- expiring Extrusions foi 4 Large N lissile linpac t T;ii M FB I. - TA 1-94 1. ealed bv I d alnus 0 rt ega. P - E. (Test report reAwd on 0 2 1 � 2 0 16 on 04:1620. I through 21 of 2 1. prepared by matitifactuver . dam d 10 � 0 5 �, 15 and last mL ised on 0 -1 �'O 12 1 . signed and staked by CvcIrc '�Xmd 11*sqiie Loadingpt-. FB('__TL_-%'S 2 (13-04 7. Test'reportou 1) 13niforni Static Air Pressure, Tesir pet FBC, TAS 202-94 'ERGI Fenestration Solutions USA. A LytiuNfiller, P-E.. bearing- the Mamt-D3de Counry Ptroduct Control Reuion starap with the Notice of 6. Notice of Acceptance No. 1"712.03 issued to EN 61 i Forced Entn� Test, per FBC_ T-AS 202-U4 2) Large I Nfissile Inipac tTe�x M. FB C. TA S 2 0 1 -P4 Inc. for their -"hire Rigid PVC'Exterior Extimsions for"'indows and Doors" dated Acceptance number and expiration date by theINframi-Dade Courtm, flroiltxt Control S-ectior. along with atarked-up draivutp and iasia;Liricin d �agr= of -.*m%-I slidmiz glass door. prepared, 3 1 Cyclic Wind Pres,%we Loadw,.g per FBC. TAS 203-94 09 �'I 0,17. evaing on 0228,18. Nlissnx LAEPA C T KAMG: La ry and Sina UNfis siler Imp a c t Rer.i�sta nt hy� Feriest ration Test me Lab. fiic , Tes,' Report No f TIL 8 5 4 6- d-*-, , ed 7. 106 15- signed and a] ong it� -ith marked -up drawings and ln�tallation diagrain, of *vinyl slid uig glass door. prepared 7 Test reporis No(s). 10-00-1-792(A), 10-W-N-10527. 5357:53-09. per ASTME-84. Li__afiow� I(I I -­ -A to'Vision F_xtrusiou for cellulosic by I dahm 0 ii ega - P E � ,Tesi rep orl re,,-i�ed on 0 ! ;014 16 and 0 _2 11 b-; F�sttm tion Testme Lab. Inc.. Test ReportNo iTL 66-38 6swirples A-1 thru A-' '). dated ASTNID1929 and ASTMD-635. issued by EXON, I , S" table I (sheetD aid table 2 (sheet�) fin-apphcable SGD unit �,tzes_ design pressures- teinforcemerim typei, Test report on I Air Infiltration Test, per FB( - TA� _102-0 ­4 11 19 1%0� Fiejwd and sealed In, Jorge A- Cauw, P E ?.�ubinftred raiderNOANo, H- conWwe material, glass types- -silinser(see table. B-I & B-2-sheem 7-8) and anchat layoutsbeets requiremenv:, in I I tluu 16 1 1 Ricid %%1ite P%'C, Tan tNon-white) Faidd PV- C and Brown coated (iainted at lainum )white Rigid P'%'C to be - Uniform Stat c Aff Pressure Test. pei FBC- TAS 2021-94 010'.04) iSubydned nnderA*0.4Xo. 11-016* 04) 3 1 Water 8 Notice of Acceptance No. 14-0916.11 issued to Kuramy Animica.. Inc. for their la�eled per referencedNNOA sreqiurenwats. Resistance Test. Pei FBC, TAS _'0'-P4 8 Test report on 1) Air Infiltration Test. pet FBC. TAS 202-94 3- Epress operable doors must complywith nun cker width or height per FBC requirement. as applicable. Large Misssille liq)-act Te,-r FB( � TAS -1-0 1-94 U-niftonn Static Air Pressure Test. per FBC. TA'S 101-04 --Seurr%-Glast (Clear and X�Ue) luterlave 070418. F expuw On S If 3-04 9 Notice of Acceptance No-16-1117.01 issued to Kum. my America. Itoc- for their 4. Pocket walls un&n separaveapptoval to be reviewed by Building offficial Cycht: 1� md Pre­&,aire Lo3o ing per FB C. 1A - J- - 3) Water Reustance Test. per FBC. TAS 2102-94 L AREIING! Eachunit shaill bear a pemment label with themain%fhcmfetr'� name or logo. cir.y. state and wries and 6; Forced Entry TeNi- Per FBC� TAS 20-2-9.4 4" -94 I-Itraclear. learatid Color PA-B lnterlayers7. expirisig on 070819, Large Missile Impac i Test per FBC . TAS 20 1 .110ag Will) diwxwe a1trion dLigrwn of shdirig glass door, prepared- `,) C Nchc! Wmd ?ressuie Loadaigpet FBC. TA' , '203-P4 followargstatenient: "Xlfiamr-Dade County Prodwt ContralApprot.-ed".noted herein mark 7s and imi. - by Fenestration Testing Lib. Inc_ Te,�', Report'Nci YTL 854-, dated 1 1,4-A '15 and W RENEWAL of this NOA shall be constdtwed after a rene"-al application ha� been filedand there has beetine 6) Forced Enin, Te sx. per FBC TAS '02-94 F. STATEMENTS chan in the applicable buildLu code tiegau-mly affecting the pefformwxe of thi-, product --ealed by Idainris 01 kega, P E. jesz repor re,, -red rill 02 1 �', 16) 1- Statentent lettef of conformance with IFBC'-,Alh Edition (2014) and FBC -6th Edition along xith =Aed-up drawnigs and installation diazfani of I shd= glass door. prepared '). dated TER-NUNA71ON-of this'NOAwill occur after the expiratim date oi if there Lasbeen a rel.visr-an os change in the 4 Test report on. 1 i Air Infiltrali-on Te," - per FB C � !A � 20 2 - 4 b,,- rene�iration 7, estaig Lab. hic . Test Report No f TL 63 3 - (samples A - 11 thru A (201* , �y issued bv manufacturer. dated 0&- 14 � 17 7 sigmed & sealed by Lymn N-filler. P 1. j Ullif ofm Static Air Pfe-,,�surt Test � Per FBC - TAS _10 -1-04 21 St atemesit letter of no financial interest. dated 04; 18: 17 - issued by In a n signed materials. use. and,'or manufac ture of the product or pt ocess Miswe of thiss'-NOA ai aneadonsement of any pioclact. 1206 10. sigmed wid sealed by Jorge A Ciiiso� P E� �,Subndtled widerA70AN0. 11- forsales, aftertisineoram, oderpurposes shall autoniatic allvteraiimte this'NOA. Failure to coavlYwrthariv Water Re.;,_stance Test. peT FBC� TA� 202-94 010,09) & sealed by Lynn NhUer, RE - sectiou of this NO.� shall t,'e cau-se for mratination and tenioval ofN0A_ 4 Large Nfissile Impact Test per FBC. TA S _10 I -P4 3� Leiter of lab compliance. pan of the abo%re test reports XDXT �: Cyclic Wind Pre�,sme Loading pef FBC TAS 203-04 C CALLC ULATION5 4, REP, Test Proposal No. 17-0387- dated 05;05,17. sagned by Ishaq Chanda- P.E. RXISENEENT: The NOAnumber prece&-dby the wordsMiami-Dade Counry- Flond& and followed bv the expiration dam may be displayed in adv-terti-.ing literature Ifanvpoftionol.-theNOAi��dispIE!-yed. then it shall be 6.ForcedEwr--Te-s;. %:-erFBC TAS -"0-"----)4 aiions and �irucftira I arialvsis, co w th C-2014� done in its entiferv-. along w ith warked-up draw inp and iait a . lia-1 i m. diagram of -vmyl shtima glass door. prepared I Anchorverificatiou calcuL mp ;inq I FB - G. OTHER prepired by PGT_ dated 1_1�09 I 5and last re-vistd an 02 1�;16. simed and sealed by IN'SPEMON: A copyof this entireNOA sballbepro-,idedto the userby-the manufacturer or its diunbutors and by Fenestration Te-iting Lab. In,-,. Test Report NZ& F TL 8548. dated 12.04 15. signed and 1. Notice of Acceptance No. 1-5-1210.01. issued to PGT Industries. for their Series I Anthon-� L. 1%hilet, P E,. tSubinitted ronderNOAN0. 154�10.01). . 0/1 M.I.". p g o 0444 shallbe availablefor inTectionat thejob site at the request of the BuildwRofficial. staled by Idalnus OiTega. P E (Test rej)oil revised on 0 1 04,16 and () 2 11 16) 551, -7770" Vinyl Sliding Glass Door (Reinforced)-L- ex. ff-in a 21, 2. Glazing comphes with 'A' STNIE- 1300-09 Tbis NOA rei-ises&. renein'NOA 020-0429.05 and consi-sts of tini page i and evidence pates E- I - E-2 � E-1 E-4, E-5,1k- E-6 as well as appro-�­al docunwiatmemonedabo%ve- 1--hiq 1. Chaad.,%. P.E. I-haq 1. Chanda. P.E. Ishaq L chanda, P1. The submitted documentationwas revitewed by Ishaq L Chand3. P.E. Pr aduc r ( ontro! Unit �up#rii7or Product (ourt ol Unit -.,uporvi-or Frodtwr C outmi Unit Supervisor NOAN0. :1-0.,0;.03 NOA.No.21�0!05.0 NOA No. 21-0."O-F-03 NO-k No, Expiratioul)ate� Aprill4.10!6 Ezpjritiou Datt: April 14, Expirationl)2te: .4rdl4.220226 ExpiratiouDatitt Aprill.4.20226 Approval Dac*:11.irch :5, 20:1 APPI D3te-, \L41 Ch :0:1 APIA 6%'a I Dato: Nlarch :0' .1 -I+pr*A-2 I Date., Nf3"h 2.9. 20:1 7 Past I E E -3 PGTIndustri".Inc. CGI Windows and Doors. Inc. PGT Industries. Inc. NOTICE OF ACCEPTAN-C E: EVIDEN-CE SUB_'\flTTED NOTICE OF A( C FPT_A�\( F: EA_1DEN('1`s1_B'\I1TT1 D NOTI( E OF AC( EPTA_N( E: EVIDDENCE SUB111TITER 2. E�Idence Submitted under pre'vious submittal E. '_\LkT1RL%.L C ERT111('ATIONS icontinue) 3. Ne%i E% idence Submitted Qkiane.K Part �,�,Upej sgacer -standaid,:omplying Lvith A'�171,1 C 5 I-S, Thic-111111 C,)Y.'d!1.C;1,,.1y A. DK-MTI�GS 0-881 BTU-m, hT.-ft--'F. ASTM F I _'4c; WVTR-P-3��,. D.30S-� Ox,,-zen-Pai�., Ar-,T'-\l E A. D RA WIN G -S L Drawiu.2 No. INID-55'�0.0 Rett- B. titled A.'uavi Shduiz Glais DoorNOA (LIM)". sbeets I 2NIOr I G Durabaht-,--_.N�o Foz-Pass i.Subinn.red nuider pitrvious 15-0-1 1 t:i 1. Drawinz"No _AEI)-55-0�0 Rei- B. titled -Yin, I �-.vhding Gla�4� DovrNOA (L_M)__. sheets I 1 through 22! of 21. "lied by manufacturer. d attd 1. 00 5, 1.5 and Iasi re\-ised on T luou2b-2 I of 2, 1. prepared by ti=ufac tiimr 'd aied 10 0' 1 *� and last re,.-tsed on 02 0 1 .2 1 04 1-2,20, signed and sealed by A - L1.111i Miller. P,E. 6, qume,% Part Dwj wal c i!li AS I t IS Thr:nu�,uil C ot A oc BTI-'-1:1. Cn simed and sealed lul,- A. L�=.Ntiller. P E hr,-ft---F, AST -NI F 124P WVTR-Pas,; D !-;;4 Anooii Pemitawce-Pa-, ASTNI E \ore� T111-s coiisivi replactaient of" ,nne e.usliag installation scte-,I, %�,ltb flat head� B. TESTS 2189 16 Durabi[ity-No Fn-z, AST',1 1-` `,46 Dt-.,,- Putre. -20-T :11 -1-S bs-1 1. Test reports on- 1) Air Infiltration Te-v. per FB( . TAS-1 02 - 94 (.5tibuthied finder N0.4 .%_0)% 15­9-00 B. TE STS (D 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 20-2-94 Vision Extruslom- td, Paf"_ _c711TB_M'_1 -x:th P' 'C'-A_A_\ LA \-obuwar: _"Ne4:if;�-at�on for R�211'd Poh�nn- ('Woride E, tenoy D fC� I -one 3) Water Resistance Test- per FBC� TAS 20;-94 4) L,-qe Nhssde Ingiat.-i Tesi per FBC, TAS 201-04 AA-NLA Fenestralio,,n Exterior Profile C evification Pioigraw (�ubn,wfed NOf. 1 kL C UL A TI ON S 5 Cyclic Wind Pressure Loaduteper FBC'. TAS 203-94 6-J0 05) ISIOns T I None along with marked -tip drawtugs and tastallatice dia-gratn. ofall PGTIndusines-Inc. 8, Vwon Extn j_td PvSc4,_)n4)1*.uio representative uni;5 listed below and tested to qualdv Dowsil 91 and Dowsil 983 �ihcones_ f 5uhne iaed under _\70.4No- .915-040q (�J D Qt-.A-LITY ASSURALN( E prepared bv Fenestration Testing Laboratorv. Inc.. Test Reports No 9 PVC-AAINLk 3103-13. Voluntar: Spec ificancm ;f'-,, Rqld (PV('. F_xtenof YTL-78977 PGT PAX5520 PVC-FLxed %`iniiow (unrt 6 in proposal), dated 09-03,14 Profiles for VIS-acla F:,�misicas Ltd A'ZXA A.-%�,L­k Fene-Itiatiou E_Nuniof Pfofiltt 1, :%fami-Dade Dtpaninent of Rezibion and Econvornic Resource" ?,FIR) FTL-20-2107.1. PGTSGD780A1umu1um Sliding Glas:� Door (unit 7 in proposal) FTL-20- Ceilificai ion Prozr.,m C/) 2101.2). PGTCA740Ahim. OutswingCasement Window (unit S in proposal) FTL-20- 10 -Nolice of Acceptance No 18-121-.14 i,suedi to Eartrgi Fer�estrition_ 1-,olullcm III-- fof E '_\LATERLA1 C ERTIYIC ATIONS il) -20-2107.4. -heir Tau 3040 & ligglit shade mon-white) Whitip Rigid P\-(: Extell-01 Extrusious for I 'Notice ofAcc,-ptance No 19-030-5.0-1 Lsstitj rc, Kw-ai ay Amorica. hoc. fortheu- 210'7 3. PGT PXA'76-'OA Alutitinum. Fixed Window (umt 9 in propos, ) and FTL > PGT PW7620A Alununum Fixed Window (unit 10 in pfopo,!,ali dated 07 13 ) 20. all signed Windowsand Doors". expirme on 0-1,14 21 Ultracleay. ( lem. and ( olor PN-B GLiss Interlayers'-. expiritig on 07 08.24� 0 407 1 lieir and sealed by Idalmis Ortega. P E. I I Notice of Acceptw�ce No 18-0122,02 LY311ed to Energ�, Femtzrfatiou `�>ohitlon_ USA. Inc-lof Notice of Acceptance No. 1--0808.02 issued to Kut it iN- Amei Ica. Inc. for t their w�ries White Rigid PVC Extei ioi Lstrusions foi- Windovi �; aud Dooti­ expuirig on f i( leau and Illicto (;Liss Interla% el S" expunig m 0? 04�23 > C CALCULATIONS 02 2 8, 23 3 Notice of Acceptance No 18-1106.10 isstied to isioti ExtnYtioris Linuted for I U, 'r - - w-, A A oi- Laminated) While Rignd PN'(- Extenior Extrusions for Windows 0 I Awhcir mrification cakulations and sTructural analysis. coniplying with FB( 12 Not' �e -of Accevnai- _e No 20Al2 .03-03 -.stied to Energ: FeEtstrailon Sohilio USA. Inc fo- omed (Painr( I - Edition (2020). dated 04,22120. prepared bv aianufacturer. signed and sealed by their -Bronze & light shade cap coared Wh1u. Rigrid PV( Exteilor Ein-usious for ind D-oors-'. expm-ng on 09 30 24 AnthonyLynn.Nfdler. P-E Window s. an d D m t s", evutz on C14 i 6 2 4 Notice ofAcceptanct'No 18-1106.11 ts�ued to %'-Lslon ExTaLsions'Liaved for their series 2. Glazing complies with ASTM E 1300-04. -09. -12 and -16. ­VE 11000 Tan 202 and figh(er shades (Noa-Whi(e) Rigid Cellular PVC Exterior D. QUALM- ASSMANCE T� STATEMENTS Extrusious foi- Windows and Doot s". expiring on I 212P2 1. 0 Miaint-Dade Department of Regulatory and EconotZlic Resources (RER). L Statement letter Of conforinance to FBC Edition (202ft dated 04,---'2 20. issued by L_ manuf2cturer uaLed and sealed b-,, Anthonv L-mn Miller. P E F. STATE.%IE_NTS_ 0- Edition (2020). dated 0-2..'0121. ited 2. statenk-nt letter ct no financial interei,; and of uidepeudexr- issued by manaacture:r- dated I Statenrut letter of conformance to FBC iss by E. _NLXTERLU CERTUICATIONS < 1. Notice of Acceptance No. 19-030-4.01 issued to Kur;wai . America. Inc. foftheir 04:18 -10. signed nad sealed by Anthoiry P -E tuanufacturef. signed and sealed by Antbow, LmriMillet, P E. -Trosifolt Ultraclear. Clear. and ( olor PVB Glass taterlayers". expiring on 3� Pm -ate Libeling Agreement dociimeni bevxo�n KiT. dated 03 30,15, and staned t�y all 2 Private Labeling Agreemeni dazed 03 08 21 bem-een PGT Industries. Inc and CGI CZ 07 -09-24. involved parae-& Xk'iado,�:t:s and 600n Inc- sigiwd by Deanl\i Ruartz- P-E . VP. Engineering. on behalf of 00 2. '-N'oticeofAccept-.taceNo.1'7-0803.02 issued toKurarayAmerlca. Inc. fortheir b10th c0n]Pallie�, =3 Setim-Glast K lear and White) Glais txpffi wi on 07-04. 23 - G_ OTEEER-, JUN 7 2023 3. Notice of Acceptance No. 19-1106.10 iistied to Vision Extrusions Lunited for their I G. OTHIRS "Brown Coated (Painted or Laminated) NAlike Rigid PVC- Exterior Extimsions expiring 04:21 1 1 This N`0A rei iw.s & renews NOA- 2 0-04!9.04 (.PLA w C GI). expIrIn".9, 04 14'26 for Windows and Doors". expiring on 0( 9: 30,24. 2 RF_R Test proposals 19-1155 daled Ul 2. The cuTrent issoclated PLA CQ'T'I fie =21-026.5.01. expiring 04 14 _`6 CT3 4. Notice ofAcceptance No. 18-11046.11 issited to Vision Extrusions Linuted for their 0414-21, 0 LU series "VE 1000 Tan 202 and ligliter shades (Non -White) Rigid CeDular PVC L. 1, 1 - . 1; 1 - � I, ­ Virtual Rev, . Exterior Ein-usions for Almdows and Doors expiring on 112-0.2 1. i� ", �,� - I , �; "! � � -, Plans Review ew Assist, Inc. 1-,hiq I Ch:wdl. P1, 1-�L-44 1. (Lau&). P1. far.compliance cOMPISted and aPprjoved Ptoduct Control Unit supiini.or Predtict C Outrol Unit %.-up*ri-i-or ��d Lha q I. C handa. PI X0A with the 2020 FRC 7th Edition Product (ourrol Unit Sup*rii-;or N0A No. Y Debra Anne Klahr PX2300 < Elpitalk'a Dait: April NOA No, �,V;. i t A ti o a D i t it - A p 114. .2t).6 _j ExpiratiouDat*: ApriI14,:026 Appi,,,; i I'Da tt: Nfarch 1. .202 Z I n V Approval Nte: \12rch E -6 F -4 SHEET NO. March 6, 2023 t PA 1.4 7 � �_.M (3) U-) > c- 0 DADE MIAM�w MLAAC-DADE C OU-ITY FGT Industries. Inc. PGTIndustries.Inc. PRODUCT CON'TROL SECTION PGT Indus u ier,. Inc. 0 1190! S W _"05 S 7e*�, Ro ons _, 0 2 0 DEPARTVIENTOF REGULATORYAND ECONOWC RESOURCES (RER'� %Wx� FI-ond-,- _'Z37i-_'44 NOTI( F Of ACC EPTANC L E TED NOTICE OF A(( EPTANCE: EVIDENC1 SUB11ITTE D M 70 BOARDANDC ODE ADNILKISTPL&TIONDnISION Fi-2_1�i_'-V-_­sl�' XOTI( E Of AQ.'E PTAN E: E A'IDI NC F�UB.NffT TED W w-ww mkiamid adq-rov,*c as ow- I EAidence submitted undei previctus NOA D. ASSMAN CIE Cf) NOTWE OF ACC'EPTA_XCE 07 _0A) -M U) I- Nfianu Dade Departniew of Re ilat on and Economic Resources (KER). PGT Industries. Inc. A. DRA'"_V�G-S B� TEST`_,(couriuued� C) -0 -0 111_; Q 0 1070 Technolo&y Drive. I 'Alanufacti-wer die drawinz-z and f Test repor, on D Air hif�ltfaton T t, per FB(-' T.1 AS 1 0 0 North Vertice. FL 342`5 t.�nbndaed ander NOANO. H-0j, 0 -1 6-01) Uiuft-smi Static Aii-Presture Tesi� per FB( TAS 202-94 E� -\LkTERJ-A.L CERTUTCATIONS 0 U_ SCOPE� 2- DriwwgNci '_\ID--;;7().0_ Titled \*wv1'Shduiq Gias,,, Ejooi�NOA LM��­ sheets 1 3) Witer Resistance lest. per FBC, TA'S 202­04 1 . Notice of Acceptance No. 1.5-05281.1 issued to Vision Extmsictn Litlitted for their This NOA is being Lssued under the applicable rules and re i hrou gh 21 o f 2 1 prep, ased V� ntan u f a c nuei di t ed 0' 4) f 15 w it I i e,. is i on A d i I e-d 4) Lar2e.Mtssille Impact Tien,1 jx-r FBC. TAS _20 I -Q4 111LIte Rigid PVC Exterior Exti-tisions for X%`indows and Doors". dated 0& 11, 15. U) 0 _b > gulatioas Fo-,�ftnxqg the - - - = E 0 documentation suboutted has- been re*� iewed and accepted by Nfiami-Dade County RER -Produc t Conuol Section to 04 05 17, signed and sealed 6v A L-.--wi I%Iill� P F 2 1 C vclic Wirid Prez�i�vie A_oxad 111c Per FBC'- TAS 203-04 expiring on 0930,19. U) (1) ed by HX�Lq JULLACtIM (.�.JV- t�e uied ia �,Lami Dade Comr; aW ctherueaswhem allo-w J 6 � Fofced Eir, i-�- Te;t per FBC - TAS 202-04 Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion. Luanted for their 1000 Tan 202 and lighter Shades (Noti-X%-hite) Rigid PVC Exterior Extrusions fot M T'lusNOA shall not be vand after the expiration date statedbelow The Nlianu-Dade C ounry Noduct C ontr%-A Secacv B. TESTS aloug -�N,ith mark-ed-up araw:ngs and insTalivion d maram cif vaiv] slid uig glass door. prepared U) < In %fiami Dade C otuity' and'orthe AHJ (in oreasothes than.Stiaiw Dade Counrv') reserve the rqbt to have tbi,, L Test report on I i Uniform Stahc Aff Pre;iufr pn­F5C, TAS _�),2-04 b,, Fenestfatwu Te-tting Lab. Inc. -Test Rqx)n No fTL 8_540, dated 110645. 51gued and Window-s and Doors". dated 11,0& 16. expiring on 12 `29-,21 prc,ductotmmeiialtesieLi:fixcraahtya%umcepuipLy.es-l*:tbLi.�, productivi tuatet'ialfailstoperformin the accepted I I - � Large Musifie hnpncT Test FBL'. TAS _'01-�;4, se.,ded b,,- I dahi;;,-, OrT ega, P E. jett i-epof' , revise i ou 12 04 1 _5 and 021 11 16 3. '.Notice of Acceptance No. 1."528. 15 issued to Vision Extrusion Ltanted for their truannei.thernarn cturer will mcur the expense of such te sting and the AHJ may initnedi eh-revoke.modify.ot 6) Tesl'repers on . ill" infiftration. Tltit. Per FBC. TA-S 202-94 C oated (Painted or Laminated) White Rigid PA C Exteiior Ein-usions foi- �uspeud the use of such product oi maw-.Wi within their jutisdiction, RER resei-,�es the tight to re-vok-e this alougg with marked -i-p draw at 2 c: anJ tiiiialLa i!on d �.l ir!-ani 0 f sha. m 5, 9L.1 "s door. prepared Uniform Staiv: Air Pres�ure Titst. per FBC. TAS 2102-94 Windows and Door-,*'. dated 0&13.15. expiring on 09-30:19 acceptatic L. if it is deternxned bv Nitanu-Dade Counry Pt oduct Control S-e-c tion that this prodmi or nwevial i's il r, to 11 - . I -NTE by F�nestratlon Test m2 Lab- h,,c.. Ttsi Re-��s N ri. F'TL 8 - 1 - J.Med 12 0 7 i itaned and meet therequirements of the applicable budding code- Water Resistance Test. per FBC, TAS '�02-94, 4, Notice of Acceptance No. 1"71102 issued toET RGI Fenestration Solutions USA, Inc. for their ­T_iLN 3040 and Lighter Shades (Nou-NANte) Rigid PVC Exterior This product iso apprm-ed as described herew and has been designed to c omp4, with the Florida Building Code. 4) Large Nlissile Impact Test per FBC, TAS 20 1-94 inctudina the High Velocir;Hurricam Zotte 2 T1 est report cin 1. t Air hiffirniion Tei,l per FB( . TA'S' `0_"'A4 Cvchc Wind Pressure Ltaiding per FBC, TAS 203-94 Extrusions foi-Windows and Doors'* dated 0915,46. expiring on 02,04i2L 1 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA- DESCRIMON: SeTits -5.570127770- X'inyl Sliding Gla ss Door (Reinforced) w.-'"-o 90" & 1�40corners-L_%11. - i Uniform SrAtl--_ Air Presiure Test. per FBC. TAS 2'02-04 along With marked -up drawings and iiiitallation d iagrarii of %7mvI sliding glass door. prepared 3 by fenestration Testiug Lab. Inc.. Test Repart No- FTL 814142, dated !-2 04 15- signed and APPROV.0 DOCUMM-NT: DrawrinvNo. -MD-5570.0 Rev B. atled -,VtnA Shdmig 31ass Door NOA fI2X11'__ shees Water Resistance Test. per F BC. TA 10 -04 Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PVC- Exterior 1%, Windows and Doors" dated 00 t� 15 16- expiring Extrusions foi 4 Large N lissile linpac t T;ii M FB I. - TA 1-94 1. ealed bv I d alnus 0 rt ega. P - E. (Test report reAwd on 0 2 1 � 2 0 16 on 04:1620. I through 21 of 2 1. prepared by matitifactuver . dam d 10 � 0 5 �, 15 and last mL ised on 0 -1 �'O 12 1 . signed and staked by CvcIrc '�Xmd 11*sqiie Loadingpt-. FB('__TL_-%'S 2 (13-04 7. Test'reportou 1) 13niforni Static Air Pressure, Tesir pet FBC, TAS 202-94 'ERGI Fenestration Solutions USA. A LytiuNfiller, P-E.. bearing- the Mamt-D3de Counry Ptroduct Control Reuion starap with the Notice of 6. Notice of Acceptance No. 1"712.03 issued to EN 61 i Forced Entn� Test, per FBC_ T-AS 202-U4 2) Large I Nfissile Inipac tTe�x M. FB C. TA S 2 0 1 -P4 Inc. for their -"hire Rigid PVC'Exterior Extimsions for"'indows and Doors" dated Acceptance number and expiration date by theINframi-Dade Courtm, flroiltxt Control S-ectior. along with atarked-up draivutp and iasia;Liricin d �agr= of -.*m%-I slidmiz glass door. prepared, 3 1 Cyclic Wind Pres,%we Loadw,.g per FBC. TAS 203-94 09 �'I 0,17. evaing on 0228,18. Nlissnx LAEPA C T KAMG: La ry and Sina UNfis siler Imp a c t Rer.i�sta nt hy� Feriest ration Test me Lab. fiic , Tes,' Report No f TIL 8 5 4 6- d-*-, , ed 7. 106 15- signed and a] ong it� -ith marked -up drawings and ln�tallation diagrain, of *vinyl slid uig glass door. prepared 7 Test reporis No(s). 10-00-1-792(A), 10-W-N-10527. 5357:53-09. per ASTME-84. Li__afiow� I(I I -­ -A to'Vision F_xtrusiou for cellulosic by I dahm 0 ii ega - P E � ,Tesi rep orl re,,-i�ed on 0 ! ;014 16 and 0 _2 11 b-; F�sttm tion Testme Lab. Inc.. Test ReportNo iTL 66-38 6swirples A-1 thru A-' '). dated ASTNID1929 and ASTMD-635. issued by EXON, I , S" table I (sheetD aid table 2 (sheet�) fin-apphcable SGD unit �,tzes_ design pressures- teinforcemerim typei, Test report on I Air Infiltration Test, per FB( - TA� _102-0 ­4 11 19 1%0� Fiejwd and sealed In, Jorge A- Cauw, P E ?.�ubinftred raiderNOANo, H- conWwe material, glass types- -silinser(see table. B-I & B-2-sheem 7-8) and anchat layoutsbeets requiremenv:, in I I tluu 16 1 1 Ricid %%1ite P%'C, Tan tNon-white) Faidd PV- C and Brown coated (iainted at lainum )white Rigid P'%'C to be - Uniform Stat c Aff Pressure Test. pei FBC- TAS 2021-94 010'.04) iSubydned nnderA*0.4Xo. 11-016* 04) 3 1 Water 8 Notice of Acceptance No. 14-0916.11 issued to Kuramy Animica.. Inc. for their la�eled per referencedNNOA sreqiurenwats. Resistance Test. Pei FBC, TAS _'0'-P4 8 Test report on 1) Air Infiltration Test. pet FBC. TAS 202-94 3- Epress operable doors must complywith nun cker width or height per FBC requirement. as applicable. Large Misssille liq)-act Te,-r FB( � TAS -1-0 1-94 U-niftonn Static Air Pressure Test. per FBC. TA'S 101-04 --Seurr%-Glast (Clear and X�Ue) luterlave 070418. F expuw On S If 3-04 9 Notice of Acceptance No-16-1117.01 issued to Kum. my America. Itoc- for their 4. Pocket walls un&n separaveapptoval to be reviewed by Building offficial Cycht: 1� md Pre­&,aire Lo3o ing per FB C. 1A - J- - 3) Water Reustance Test. per FBC. TAS 2102-94 L AREIING! Eachunit shaill bear a pemment label with themain%fhcmfetr'� name or logo. cir.y. state and wries and 6; Forced Entry TeNi- Per FBC� TAS 20-2-9.4 4" -94 I-Itraclear. learatid Color PA-B lnterlayers7. expirisig on 070819, Large Missile Impac i Test per FBC . TAS 20 1 .110ag Will) diwxwe a1trion dLigrwn of shdirig glass door, prepared- `,) C Nchc! Wmd ?ressuie Loadaigpet FBC. TA' , '203-P4 followargstatenient: "Xlfiamr-Dade County Prodwt ContralApprot.-ed".noted herein mark 7s and imi. - by Fenestration Testing Lib. Inc_ Te,�', Report'Nci YTL 854-, dated 1 1,4-A '15 and W RENEWAL of this NOA shall be constdtwed after a rene"-al application ha� been filedand there has beetine 6) Forced Enin, Te sx. per FBC TAS '02-94 F. STATEMENTS chan in the applicable buildLu code tiegau-mly affecting the pefformwxe of thi-, product --ealed by Idainris 01 kega, P E. jesz repor re,, -red rill 02 1 �', 16) 1- Statentent lettef of conformance with IFBC'-,Alh Edition (2014) and FBC -6th Edition along xith =Aed-up drawnigs and installation diazfani of I shd= glass door. prepared '). dated TER-NUNA71ON-of this'NOAwill occur after the expiratim date oi if there Lasbeen a rel.visr-an os change in the 4 Test report on. 1 i Air Infiltrali-on Te," - per FB C � !A � 20 2 - 4 b,,- rene�iration 7, estaig Lab. hic . Test Report No f TL 63 3 - (samples A - 11 thru A (201* , �y issued bv manufacturer. dated 0&- 14 � 17 7 sigmed & sealed by Lymn N-filler. P 1. j Ullif ofm Static Air Pfe-,,�surt Test � Per FBC - TAS _10 -1-04 21 St atemesit letter of no financial interest. dated 04; 18: 17 - issued by In a n signed materials. use. and,'or manufac ture of the product or pt ocess Miswe of thiss'-NOA ai aneadonsement of any pioclact. 1206 10. sigmed wid sealed by Jorge A Ciiiso� P E� �,Subndtled widerA70AN0. 11- forsales, aftertisineoram, oderpurposes shall autoniatic allvteraiimte this'NOA. Failure to coavlYwrthariv Water Re.;,_stance Test. peT FBC� TA� 202-94 010,09) & sealed by Lynn NhUer, RE - sectiou of this NO.� shall t,'e cau-se for mratination and tenioval ofN0A_ 4 Large Nfissile Impact Test per FBC. TA S _10 I -P4 3� Leiter of lab compliance. pan of the abo%re test reports XDXT �: Cyclic Wind Pre�,sme Loading pef FBC TAS 203-04 C CALLC ULATION5 4, REP, Test Proposal No. 17-0387- dated 05;05,17. sagned by Ishaq Chanda- P.E. RXISENEENT: The NOAnumber prece&-dby the wordsMiami-Dade Counry- Flond& and followed bv the expiration dam may be displayed in adv-terti-.ing literature Ifanvpoftionol.-theNOAi��dispIE!-yed. then it shall be 6.ForcedEwr--Te-s;. %:-erFBC TAS -"0-"----)4 aiions and �irucftira I arialvsis, co w th C-2014� done in its entiferv-. along w ith warked-up draw inp and iait a . lia-1 i m. diagram of -vmyl shtima glass door. prepared I Anchorverificatiou calcuL mp ;inq I FB - G. OTHER prepired by PGT_ dated 1_1�09 I 5and last re-vistd an 02 1�;16. simed and sealed by IN'SPEMON: A copyof this entireNOA sballbepro-,idedto the userby-the manufacturer or its diunbutors and by Fenestration Te-iting Lab. In,-,. Test Report NZ& F TL 8548. dated 12.04 15. signed and 1. Notice of Acceptance No. 1-5-1210.01. issued to PGT Industries. for their Series I Anthon-� L. 1%hilet, P E,. tSubinitted ronderNOAN0. 154�10.01). . 0/1 M.I.". p g o 0444 shallbe availablefor inTectionat thejob site at the request of the BuildwRofficial. staled by Idalnus OiTega. P E (Test rej)oil revised on 0 1 04,16 and () 2 11 16) 551, -7770" Vinyl Sliding Glass Door (Reinforced)-L- ex. ff-in a 21, 2. Glazing comphes with 'A' STNIE- 1300-09 Tbis NOA rei-ises&. renein'NOA 020-0429.05 and consi-sts of tini page i and evidence pates E- I - E-2 � E-1 E-4, E-5,1k- E-6 as well as appro-�­al docunwiatmemonedabo%ve- 1--hiq 1. Chaad.,%. P.E. I-haq 1. Chanda. P.E. Ishaq L chanda, P1. The submitted documentationwas revitewed by Ishaq L Chand3. P.E. Pr aduc r ( ontro! Unit �up#rii7or Product (ourt ol Unit -.,uporvi-or Frodtwr C outmi Unit Supervisor NOAN0. :1-0.,0;.03 NOA.No.21�0!05.0 NOA No. 21-0."O-F-03 NO-k No, Expiratioul)ate� Aprill4.10!6 Ezpjritiou Datt: April 14, Expirationl)2te: .4rdl4.220226 ExpiratiouDatitt Aprill.4.20226 Approval Dac*:11.irch :5, 20:1 APPI D3te-, \L41 Ch :0:1 APIA 6%'a I Dato: Nlarch :0' .1 -I+pr*A-2 I Date., Nf3"h 2.9. 20:1 7 Past I E E -3 PGTIndustri".Inc. CGI Windows and Doors. Inc. PGT Industries. Inc. NOTICE OF ACCEPTAN-C E: EVIDEN-CE SUB_'\flTTED NOTICE OF A( C FPT_A�\( F: EA_1DEN('1`s1_B'\I1TT1 D NOTI( E OF AC( EPTA_N( E: EVIDDENCE SUB111TITER 2. E�Idence Submitted under pre'vious submittal E. '_\LkT1RL%.L C ERT111('ATIONS icontinue) 3. Ne%i E% idence Submitted Qkiane.K Part �,�,Upej sgacer -standaid,:omplying Lvith A'�171,1 C 5 I-S, Thic-111111 C,)Y.'d!1.C;1,,.1y A. DK-MTI�GS 0-881 BTU-m, hT.-ft--'F. ASTM F I _'4c; WVTR-P-3��,. D.30S-� Ox,,-zen-Pai�., Ar-,T'-\l E A. D RA WIN G -S L Drawiu.2 No. INID-55'�0.0 Rett- B. titled A.'uavi Shduiz Glais DoorNOA (LIM)". sbeets I 2NIOr I G Durabaht-,--_.N�o Foz-Pass i.Subinn.red nuider pitrvious 15-0-1 1 t:i 1. Drawinz"No _AEI)-55-0�0 Rei- B. titled -Yin, I �-.vhding Gla�4� DovrNOA (L_M)__. sheets I 1 through 22! of 21. "lied by manufacturer. d attd 1. 00 5, 1.5 and Iasi re\-ised on T luou2b-2 I of 2, 1. prepared by ti=ufac tiimr 'd aied 10 0' 1 *� and last re,.-tsed on 02 0 1 .2 1 04 1-2,20, signed and sealed by A - L1.111i Miller. P,E. 6, qume,% Part Dwj wal c i!li AS I t IS Thr:nu�,uil C ot A oc BTI-'-1:1. Cn simed and sealed lul,- A. L�=.Ntiller. P E hr,-ft---F, AST -NI F 124P WVTR-Pas,; D !-;;4 Anooii Pemitawce-Pa-, ASTNI E \ore� T111-s coiisivi replactaient of" ,nne e.usliag installation scte-,I, %�,ltb flat head� B. TESTS 2189 16 Durabi[ity-No Fn-z, AST',1 1-` `,46 Dt-.,,- Putre. -20-T :11 -1-S bs-1 1. Test reports on- 1) Air Infiltration Te-v. per FB( . TAS-1 02 - 94 (.5tibuthied finder N0.4 .%_0)% 15­9-00 B. TE STS (D 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 20-2-94 Vision Extruslom- td, Paf"_ _c711TB_M'_1 -x:th P' 'C'-A_A_\ LA \-obuwar: _"Ne4:if;�-at�on for R�211'd Poh�nn- ('Woride E, tenoy D fC� I -one 3) Water Resistance Test- per FBC� TAS 20;-94 4) L,-qe Nhssde Ingiat.-i Tesi per FBC, TAS 201-04 AA-NLA Fenestralio,,n Exterior Profile C evification Pioigraw (�ubn,wfed NOf. 1 kL C UL A TI ON S 5 Cyclic Wind Pressure Loaduteper FBC'. TAS 203-94 6-J0 05) ISIOns T I None along with marked -tip drawtugs and tastallatice dia-gratn. ofall PGTIndusines-Inc. 8, Vwon Extn j_td PvSc4,_)n4)1*.uio representative uni;5 listed below and tested to qualdv Dowsil 91 and Dowsil 983 �ihcones_ f 5uhne iaed under _\70.4No- .915-040q (�J D Qt-.A-LITY ASSURALN( E prepared bv Fenestration Testing Laboratorv. Inc.. Test Reports No 9 PVC-AAINLk 3103-13. Voluntar: Spec ificancm ;f'-,, Rqld (PV('. F_xtenof YTL-78977 PGT PAX5520 PVC-FLxed %`iniiow (unrt 6 in proposal), dated 09-03,14 Profiles for VIS-acla F:,�misicas Ltd A'ZXA A.-%�,L­k Fene-Itiatiou E_Nuniof Pfofiltt 1, :%fami-Dade Dtpaninent of Rezibion and Econvornic Resource" ?,FIR) FTL-20-2107.1. PGTSGD780A1umu1um Sliding Glas:� Door (unit 7 in proposal) FTL-20- Ceilificai ion Prozr.,m C/) 2101.2). PGTCA740Ahim. OutswingCasement Window (unit S in proposal) FTL-20- 10 -Nolice of Acceptance No 18-121-.14 i,suedi to Eartrgi Fer�estrition_ 1-,olullcm III-- fof E '_\LATERLA1 C ERTIYIC ATIONS il) -20-2107.4. -heir Tau 3040 & ligglit shade mon-white) Whitip Rigid P\-(: Extell-01 Extrusious for I 'Notice ofAcc,-ptance No 19-030-5.0-1 Lsstitj rc, Kw-ai ay Amorica. hoc. fortheu- 210'7 3. PGT PXA'76-'OA Alutitinum. Fixed Window (umt 9 in propos, ) and FTL > PGT PW7620A Alununum Fixed Window (unit 10 in pfopo,!,ali dated 07 13 ) 20. all signed Windowsand Doors". expirme on 0-1,14 21 Ultracleay. ( lem. and ( olor PN-B GLiss Interlayers'-. expiritig on 07 08.24� 0 407 1 lieir and sealed by Idalmis Ortega. P E. I I Notice of Acceptw�ce No 18-0122,02 LY311ed to Energ�, Femtzrfatiou `�>ohitlon_ USA. Inc-lof Notice of Acceptance No. 1--0808.02 issued to Kut it iN- Amei Ica. Inc. for t their w�ries White Rigid PVC Extei ioi Lstrusions foi- Windovi �; aud Dooti­ expuirig on f i( leau and Illicto (;Liss Interla% el S" expunig m 0? 04�23 > C CALCULATIONS 02 2 8, 23 3 Notice of Acceptance No 18-1106.10 isstied to isioti ExtnYtioris Linuted for I U, 'r - - w-, A A oi- Laminated) While Rignd PN'(- Extenior Extrusions for Windows 0 I Awhcir mrification cakulations and sTructural analysis. coniplying with FB( 12 Not' �e -of Accevnai- _e No 20Al2 .03-03 -.stied to Energ: FeEtstrailon Sohilio USA. Inc fo- omed (Painr( I - Edition (2020). dated 04,22120. prepared bv aianufacturer. signed and sealed by their -Bronze & light shade cap coared Wh1u. Rigrid PV( Exteilor Ein-usious for ind D-oors-'. expm-ng on 09 30 24 AnthonyLynn.Nfdler. P-E Window s. an d D m t s", evutz on C14 i 6 2 4 Notice ofAcceptanct'No 18-1106.11 ts�ued to %'-Lslon ExTaLsions'Liaved for their series 2. Glazing complies with ASTM E 1300-04. -09. -12 and -16. ­VE 11000 Tan 202 and figh(er shades (Noa-Whi(e) Rigid Cellular PVC Exterior D. QUALM- ASSMANCE T� STATEMENTS Extrusious foi- Windows and Doot s". expiring on I 212P2 1. 0 Miaint-Dade Department of Regulatory and EconotZlic Resources (RER). L Statement letter Of conforinance to FBC Edition (202ft dated 04,---'2 20. issued by L_ manuf2cturer uaLed and sealed b-,, Anthonv L-mn Miller. P E F. STATE.%IE_NTS_ 0- Edition (2020). dated 0-2..'0121. ited 2. statenk-nt letter ct no financial interei,; and of uidepeudexr- issued by manaacture:r- dated I Statenrut letter of conformance to FBC iss by E. _NLXTERLU CERTUICATIONS < 1. Notice of Acceptance No. 19-030-4.01 issued to Kur;wai . America. Inc. foftheir 04:18 -10. signed nad sealed by Anthoiry P -E tuanufacturef. signed and sealed by Antbow, LmriMillet, P E. -Trosifolt Ultraclear. Clear. and ( olor PVB Glass taterlayers". expiring on 3� Pm -ate Libeling Agreement dociimeni bevxo�n KiT. dated 03 30,15, and staned t�y all 2 Private Labeling Agreemeni dazed 03 08 21 bem-een PGT Industries. Inc and CGI CZ 07 -09-24. involved parae-& Xk'iado,�:t:s and 600n Inc- sigiwd by Deanl\i Ruartz- P-E . VP. Engineering. on behalf of 00 2. '-N'oticeofAccept-.taceNo.1'7-0803.02 issued toKurarayAmerlca. Inc. fortheir b10th c0n]Pallie�, =3 Setim-Glast K lear and White) Glais txpffi wi on 07-04. 23 - G_ OTEEER-, JUN 7 2023 3. Notice of Acceptance No. 19-1106.10 iistied to Vision Extrusions Lunited for their I G. OTHIRS "Brown Coated (Painted or Laminated) NAlike Rigid PVC- Exterior Extimsions expiring 04:21 1 1 This N`0A rei iw.s & renews NOA- 2 0-04!9.04 (.PLA w C GI). expIrIn".9, 04 14'26 for Windows and Doors". expiring on 0( 9: 30,24. 2 RF_R Test proposals 19-1155 daled Ul 2. The cuTrent issoclated PLA CQ'T'I fie =21-026.5.01. expiring 04 14 _`6 CT3 4. Notice ofAcceptance No. 18-11046.11 issited to Vision Extrusions Linuted for their 0414-21, 0 LU series "VE 1000 Tan 202 and ligliter shades (Non -White) Rigid CeDular PVC L. 1, 1 - . 1; 1 - � I, ­ Virtual Rev, . Exterior Ein-usions for Almdows and Doors expiring on 112-0.2 1. i� ", �,� - I , �; "! � � -, Plans Review ew Assist, Inc. 1-,hiq I Ch:wdl. P1, 1-�L-44 1. (Lau&). P1. far.compliance cOMPISted and aPprjoved Ptoduct Control Unit supiini.or Predtict C Outrol Unit %.-up*ri-i-or ��d Lha q I. C handa. PI X0A with the 2020 FRC 7th Edition Product (ourrol Unit Sup*rii-;or N0A No. Y Debra Anne Klahr PX2300 < Elpitalk'a Dait: April NOA No, �,V;. i t A ti o a D i t it - A p 114. .2t).6 _j ExpiratiouDat*: ApriI14,:026 Appi,,,; i I'Da tt: Nfarch 1. .202 Z I n V Approval Nte: \12rch E -6 F -4 SHEET NO. March 6, 2023 t PA 1.4 7 � �_.M I 1 11 1 1 IT111111111111111 11 1111111 11 PTRN, - - 1­ 1 1111111 , - 11 1 1 i I I I - I - , 1 1 1 1 i1maitimr- u-r - ^_­, -mvi I . 1 11 1 1, T I I 11,­­T 11 4_� Cn > (D yTSJ MIAAMI­DADE MIAMI-DADE Cut TN I'Y © C:: 0 PRODUCT CONTROL SECT ION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC 0 " -0 CL DEPARTMENT OF REGU'LATORYAND FCONOMICRFSOURCES (RER) I I X05 SW 26 Street, Roorn 20S BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-24' ) .4 -1 (786) 315-2590 F j 796) 315-2599 NOTICE OF ACCEPTANCE: l�'-N N'IDLCI,'St�l3.N,11'1"I'ED NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C) C/) (D C) -+- -- cz NOTICE OF ACCEPTANCE__(NPA) ivwm.mjamidade.em Irconorm- = Cf) (D = C) EVIDENCE SUBMITTED 117TED UNDER PREVIOUS APPRON,"AL 903-0605.04 1 EVIDE-No, suiimiri'El) UNDER PREVIOUS APPROVAL 442-0209,12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 0 -0 Cast -Crete USA, LLC 6324 County Road 579 AT DRAWINGS A. DRAWINGS A. DRAWINGS C- -0 Seffner, Florida 33584 1, Draivtria.Vo. F04012, tided "Prccow air(,' Pit �Irc% wd Lmlel Detail,% ". cheat / o/ 1. I L Drawing.\ o b D40 1-7, tilled 'Trecu.�t and Pre.kiressed iintel L)eiuils ". sheet I I Dravving No. FD4612. titled "Precast and Prestressed Lintel Details sheet I of C:) t__ •- - pi-cloared Cri;1g Purrim), P E, diwd Uart h 24, 200.,'wid Di-owin-, Vo 04012. lilled " 1, pre pat by Craig Porrino, PF., dated,Varch 24. 2003 cmd Orawing No 1, dated 03,124/03 and Draiving.lv'o. L7­46 12. titled "Casi-Crete 4 ", 6 12 0 C/) C) > SCOPE. -1 ", 6" (k' 12 I 1111i'l �Is,44tc I'mid S-hccf� I throl�vh _� 01"3, prel)('11-ed hi. '4, L T46 12. filled "Casi-Crcie 4 c��, 12 '' L mtel S�,tl, Load Tablc-� ". sheet.,' I Lintel Safe Load Tables", sheets I through 3 o'3, last revision dated 06112114, all 0 E a) This NOA is being issued Linder the applicable rules and regulations governing the use of construction materials. Craig Parrino, I-' E-. doted Alcirch 2003, liva re. :� 1 dmed, 111rd 2N_ 2003 iyoih throw,li 3 ol'3. prej�ured by Crai,, "arrino P 1-.', daied.1forch 21, _7003. last prepared, signed and sealed by Craig Parrino, P. E., on 08/19114. C/) Cf) 0 The documentation submitted has been reviewed and accepted b�,� Miami-Dadc Count}' RER- Product Control druis imvs _�i tie,, and reined JI)v Crut.,, Ait-i-mo, P revi.s ion dated,11urch I]. �')00N� allsignt d aiidscaled In: Craig Parrino P h" oil I a CIO Cf) < Section to be used in Miami Dade County and other areas -vvhere'allowed by the Authority I-caving.f urisdict ion B. TEST'S 1hirch 22, 2012 B. TESTS (AHJ). 1. li,st rep(al ort lrtxural w.%ting On 4 f, N /_­ Prec u.%i Coric reie 1-twe1A bdlel t11?d 1. None. This NOA shall not be valid after the expiration date stated below. The Miami-Dadc County Product Control UnfiliedModel, total ()/I'll J,( olicrcw lintel13. TESTS C. CALCULATIONS Section In Miarni Dade County) and/or the AHJ in areas other than ivilaim Dade County) reserve the right to have hi -Applied Rcsc,zrch Ltihorcilorw) r Rd,•po,­l No, 3040 1 1, taint f14 10 03, % i,mcd and 1. None I C"alculationsfin- Cast -Crete Lintels, (hited 08/19,,'2014, 1)c�jzes 14.201 through 14 this product or material tested for quality assurance purposes. If this product or material fails to perform in the W(deo, In" jhimem, P F C. CAL(J: LATI ON S prepared h-v Crefig Parrino, P E.. signed and sealed by Craig Porrino. P. E. accepted manner, the manufacturer will incur the expense of such testing arid the AHJ may inimediatelv revoke. - modlf}i, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCVLATIONS 1. A 01?e D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section [hat this product or material 1. Calculutions-fi)l Co��I­(, rcle (0 2v 1)3. 'ralg D. QUALITYASSURANCL 1. HY.thaini-Dade C( vin!�, Department o Regulatory und Economic Resources (RER fails to meet the requirements of the applicable building code. Parrillo, 1) I'_ S:glle4 b� ( Porrmo, fit 2. Ctdciduhon's /61 u:�/-Crcic- Lir?ilc/s, dXJ 0,_`) 0, 140 E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity. Hurricane Porritio P.L., sijzned ond seoled 11V Poir"tio. P f I, MATERIAL 1, None. Zone of the Florida Building Code. :Norte DESCRIPTION: ( Cast-Crete)4",6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATF RIAL CERTI FICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. 011ulitl '14,vicin U(mutil/ol F. OT H E R I Lenerftom Cast -Crete USA, Inc. duied 08/19/2014, signed andsealed h ' v Cra�q z prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. IJ4611 titled "Cast -Crete 4", 6" & 12" 2002. 1 Leiter Irom C(oi-Cretc Cotp(wati . on, dated 1.'Iruary 0 2( 1 sigiied and scaled L 13 Parrino, P.E. , cerli�,,ing compliance u ith Ine Florida Building Code. 2014 Edilion. Lintel Safe Load Tables", sheets I through 3 of 3. prepared by Craig Pan,ino, P.E., dated March 24, 2003, last Cast-Crelt, (hiaht "Ns lem MwII&II lor PI-csit."'N Ned Pl�odncf,,, dawd i Itt wilh1he Florida PuddingCodc, 2010 revision dated June 12. 2014, all signed and scaled by Craig Parrino. P.E., on January 22. 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMI FTED UNDER PREVIOUS APPROVAL 4 08 0320.09 Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 17-0821.18 A. DRAWINCS date by the Miami -Dade County Product Control Section. A. DRANIY'IN(S 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL. 4 13-0321,07 1. ),%"one. z MISSILE IMPACT RATLNG: Large and Small Missile Impact Resistant 1, 1)raiving No 1`04612. lalcd "Prcvti,,,1 and Prcstn"%."ed [7w,l Ociods". .�hcel I of I A DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami Dade In-epared by Crai,! Parrim). P. E.. dal, cj .1-1, 21.1o,3 ml,,i Ve, 1 1-4612. ilded - ". I. Nont, B. TESTS County logo. "Cci,�I-Urele .1 6" & 12 Lintel SW( L.)-id 1(doll, �i", 4iccl% 1 !hrm�,�h 3 re erred hi, I f Craig Porritio, 1) F., dufcdM(Irch _4 2003" 4ialf-d 1-ioirch li. 201),,, , 13. TESTS 1. None. W RENEWAL. ofthis NOA shall be considered after a rencival application has been filed anti there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS I N:one. I. None. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. Notw. C. C A LCI J LAT ION` C. CALCULATioNs I None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall awon-idtically terminate this NOA. Failure to comply with I . 1�),Xfiapni-Dade ('"'ounly Department o Regulator, and Economic Resources (RER). �f an,, section of this NCIA shall be cause for termination and removal of NOA. 1. None- I ASSURANCE 1). QUALITY' E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miarni-Dade County, Florida, and followed by D. QUALITY ASSURANCE I B1, Viaini-Ozidc Deportineill of Regulator)- Lind Fconoinic Resources (RER). 1. :Nine. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall I B-v Miaini-Dade CountY Huddiny 'o(l, (70inphonce 01fici be done in its entirety. F MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributor's and E. MATERIAL CERTIFICATIONS I :None. 1, Compliance Letter with the Florida Building COde, 2017 Edition, issued by Cast - shall be available for inspection at thejob site at the request of the Building Official. L Crete IAYA, b7c., dated 0&,08/r 17. signed & sealed ky Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages F- 1, E-2, E- 1. F-4 and -oval document mentioned above. E-5 as well as approval 'IfelmN A. Makar. 1' 1:., M.S. _ls_ - A. Makar. P.E., M.S. M, n4c1mv A akar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E.,.M.S. Produci Controf Section Super% isor Proalict (Amirol Section Supervisor Product Control Section Supervisor 1 �r NOA No. 20-0630.15 Al, MIAM E C NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09111/2023 Expiration Date:09'11 /2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 ,41 Approval Date: 08/20/2020 J7,41 Apprma[Datu: 08/200020 Approval Date: 08/2W?920 Approval Date: 08/20/2020 Page I E- I E - 2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCF,I)TANCF: I- VIDENCK SUB-NIFITED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 18-0424.04 9. NEW EVIDENCE S U B N11 ri"T E I) A. DRAWINGS A. DRAWINGS I. None. I. :None. B TESTS B TESTS 1. Alone. I. None. C CALCULATIONS C CALCULATIONS 1. ;Vone. I. \,r one. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By.kliaini-Dade County Department of Regulatory and Economic Resources (RER). 1. Bi,,Vratm-Dode Couniv 1-)efnirimepa f Pegulejlo)ry and Re,ources (RER) E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. J. ,None. F. OTHER 1. Compliance Letter with the Florido Budding Code. 2017 Edition. issued b_y Cast- F. OTHER Comphom-c Lcllcr it ith the I'titilobi (Ot .!1,I i 1.11iii0fl, issued .,sutld h). ("a."t- co Crere USA, Inc., dated 08,iO811 7, signed & sealed by Craig Parrint), P. E Crcte 1;8/1. Inc , doied ON NN I _. S igtwd,C .wowed lli i ifil�r Part mo. 11 1-, 8. EVIDENCE SUBmLTTED UNDER PREVIOUS APPROVAL # 19-0130.14 Colnplionce' L,,tter with the h"lorida k�',whii;i" k odc 0 [J11"fP1. i V1101 bY CoNl- > A. DRAWINGS Crete !S.,I, In(__ dated 06 1 1/2(j, i�,ncil c, I)i t, i i -4.1 Part 11 1'. 0 1 Dravving A�o, FD4612, titled "Precast and Prestressed Lintel Details ", sheet I o/ Craig > 1, preparedb_v Parrino, P E., dated March 24, 2003 and Draiving No. LT4612. titled "Cast -Crete 4". 6" A- 12" LintelSufe Loud Tubles", sheers I through.3 of'3, Trepared by Craig Parrino P. E.. dated Vurch 24, 2003. last0 revision dated ,tune 12, 2014, all signed and sealed h.v Craig Parriao, P E, e�tn January 22, 2019. B. TESTS 0 1. Alone. C. CALCULATIONS 1. Volle- W U) D. QUALITY ASSURANCE Cz 1. BY;tfitinii-Dade Count.►1 Department i)f Regulators' and Economic Resources (REIti U E. MATERIAL CERTI F1 CATIONS JUN < 1. :Verne.O_ 23 F. OTHER -0 1. Article oj'Conversionfi6r a name change. L_Cz elrrty A. N12kar, I' E., M.S. 4i HeIrriv A. Makar, P.F-. M.S. Virtual R OviDW Assist Plans Review in.. C: < Product Control Section Supervisor Product Control `section nF ection Supeisor f,,r compliance with completed and approved the NOA No. 20-0630.15 NOA No. 20-0630.15 2020 FBC 7th Edition 5Y Debra Anne 77 Expiration Date: 09/11/2023 D Expiration ate: 09/11,12023 Klahr PX2300 < Approval Date: 08/20/2020 Approval Date: 08/2012020 E - 4 SHEET NO. March 6, 2023 PA 1 " _­ -, FC0 IP4,\ Z T -ILI - . TtLLIT TESTING & ENGINEERING COMPANY I - ­ . I i;R A TiLfij, ji, P.E. - — til .Cc­ ."'i. "' , H : I L__ � ,^­, PRODUCTEVALUATION ItFPORT REPORT NO.: 20-0728.01 DATE: Jui, 28. 2020 PRODUCT CATEGORY: S111,11ters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtectloAprCiducts LLC, 48W S.W. 51 Street Davie, Florda33314 1, PURPOSE OF EVALUATION: This Is a Product Evaluation Report Issued by Walter A. Tillit, J; - P F. f3ystern ID # 1906) to the Global Protection Products, LLC Rule Chapte, No 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. Thisproduct is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida 8uiiding Code, and 10 verify that the product is for the purpose intended at toast equivalent to that mquired by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Fluilring Code ofatipe that may affect Its limitations and conditions � 2-.-EVIDENC 'ESUNARTED: 21. PRODUCT9MLUATION DOCUMENT (P.E.D.): Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", she ets I thru 26 o,'26 prepared by Tilteco, Inc.: signed and seated by Walter A. Tillit. Jr., P.E.: dated 071280 12020. This drawing Is an integral part oi; 1pis Evaluation Report. ,,Ili A I 0""'i, ,"' ' "'O."r-a _7W re 0�'-..:.. Q",V", ,. '.. I " A II _.. ­*IT-3: - I . :' hu 44167 " .; ,ii � _* . : : 4.1 - ­ __ I S, tv I ' , . , ;I(I " , Opin� L -!��, 4 1, F , N, ' , �, " . C � V". , ,I - �, 'Il,N , 63.S5 N.W. 36th Street, State 305, Xtiluni, Florida 13166- llhoce: (305) 871-153ii- " P*�;', , � , , , At-0,1"o I ,I It, ..olw' ., I PRQQVC1_Ev,,LLU&fJf&JULVAT_NcL lo-vizLitt - - 21. TEST REPORTS: Large mis,sile:mpacl and fatigue load tests were performed Linder Protocols TAS 201,203 as per section 1626,1fthe Florida Building Code. UnTforil -static load,-, as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, Irv, , Reports .4 96-569 dated 08I0-9/1 99b, #%-570 dated 09118119913. 496-T30 dated 0912WI996, all three signed and sealed by Hector M Metclifla, P.E-, Fenestration Testing Laboratory. Inc, reports # 2032 dated 04.1611996 and $t2l26dated lCj/05,11998witnes--C-dliyGilbert Diamond, P.E and Report Nil 0219.01-09, dated March 4. 2009, signed and seated by EcInnundo Lairgaespada. P.E. and Henry Hatlem, P.E. Tensile test. rWjon No. 9CM-1197 oy OIC Metallurgical. Inc., dated March 13, 2009, signed anc scaled by Frank Grate P-E. 2l3.__$TRUCTURAL ENGINE_kR1N5&,IilLLl�f.ILAT1QN.61 On 20 Gage Gahtpriized Steel Stonr Panel for maximitm panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and ir. accordance with section 1616 of the Florida Building Code. Calculations prepared by Tll-eCor 'M- " dated I V03/08 and 03PZ/15. signed And sealed by Walter A. Tillit, Jr., P E 3_M=LF._1MPACT RESISTANCE. Large missile impact under section I 6213 of file Florida Building Code, as per TAS 201 Protocol. 4. MIND LOADS RESISIANCL- 20 Gage Galvanized Steel Storin Panel has been verified to sustair wind pressures. Maximum panel lerictin shall be as indicatod on sheets 8° 10, 14, 15 16, 19. 25 and 26 of 26 of Product Evaluation Document IF F.D.), drawing No. 20.176 Maximum Anchor Spadnig shall be, as indicated on sheets 8, 9, 10, I 1, 14, 15, 17, 16. 19. 20 25 and 26 of 26. of Product Evaluation Clocument PP,E. D.i, drawing No. 20.17C S. INSTALLATLON, Installation shall be performed %IncVy in accordance with details indicated on sheets 3 thru 7, If) thru 21), 23. 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass snall be as indicated on sheets 8. 14, 16 25 and 26 of 26 of Product Evaluation Document (P.E.D ). drawing No. 20-176, ,oill"IMN"fe, ',`�S, A T144 "14., � �` , -I.... 01 "I N, .V , ... 11 " � .. V,A, .:?* . III, I i�Elij&,I � u - ,-' . ' % ' . -��--W,. 44157 ". S - - - A'Al'o, , I ,4., ,qTATE OF -I-- 4F _ LL• Z 1. 0 03 , - "k It' ,i..�� 1�, OR 1� , , 'or e'e' - . � _. �,��,, ""'CS16 --c"R�, IN ,,,,,t',i,?A1_ -1 "';', "IT.TVIO", - L - : ,� - - - - - - ____ 2 -�-; A L.0 r- _17,*7 suYlIm. 0. PRECAST C'�­Vc ,AK, - 5.'- ­ �F .CIW 110AACTIS " PCIIII I.. I,,1, . � � - - I- . - ,­-�_�� �_M_ -:"-. �,,rIL� _­-M WAIL ANI '--.'! BE LONG D1014- TO RLOI-1 !,A NNAll", 7fri-ta- PE"4.0 5kcH PANELS L )QCVUEN1 ,1`1701 -S BEEN 1-NI'I'L, ICA iURDI-.11 1. --IQMKU 51kA Of AS MIN410NO III e 1) I-r- IN C 21 1 �koR?Ck- Iwk-D.Irl ZODC (f I -,­U-M�wQ: mN. ,'.-:Cm. .fSEa,r:. . - - 9,= ; CIESII;N AI LCALfi S-AJ- Ilk iA:ILR1NTNt11 llt� -EA SIVION 162001' r-1 Aou"t WNW-04M LIVE.. - I t, _0 1011� ANCKWS. AS MAPLIPAC'JOTEL BY , I TO bftrD, .W. I FVA A WLW SOW, AS RrOJOALD Ry THE JMSDKII N WHERE lRESE S,�J,TtERS ON I ' 0!:�_11 ItArtriWIR fCVV,f, lr� AND ir.Akt�vA`lE PLA Alit-w_4RS 45 Airl"ritruRCE, P, fIci) rC,e#5�,R,jcn')- pnMkis " SIC WAI AND - 1, P 4 1 F'R A W"*NftM 'Ao-OR lld-Obb lr^r A-4E 7-16 AND t)440. NOT FWAF0 IK NAAAW 1&50) LA: S,�Plws PER V. S U(SK;N PRT39AC RATITTI5 RAWOEXI CIN 6NEET3 O THRU 12 I- 15, It, Is a X, r104,`# , t,/a' V,<,V 9,0N110C Aly CISTPIWINJ W All FLEW W11kW 6,%.4 & SKC,l& ", M IN DRODD IV VIRPrf rlf ARMS VONDMC)IN, 'Tin"It tXSX;N woo 'COOS EIM-71"WEII KIP ASU T-16 %�U BE 144S' RETILICICO X IS 9 X-SK WNIQ LI�Am 01 NTLX 11PLYPir. 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IS 40' =_' ,h -Tli Ortk"C I VUFW PANEL'S AVEIIAC3 F01- 001I AND WIND PrEMATI 'US BEEN W-WIEL ON ACCOW-ANCI "7m ULMA 1624 rw I rHE ASME ME NIONEM C-OU AS DER NLAViloolitE fW,*I(94R0. & TESUaG PIC REP001S 96-50 96570 a " i3o AND , ,� WIVINITIV r1EhrTRA'l(" Cf orrx)o S!�SWNQ SNA� BE %/1V I,A' *-& 1,CKTRS ,tl W " C.,W, wiRIN, 4 : � fn 1�4. � ,.,- , I, i ,1_57RAT" TISTINC EA$ INC JK7001`5 J2032 A, #2%26 AS PBEFT.00-�kS 7AS-201 TAS-201 AN, ?AS-21�1 %K"D "k*"o EX'ST ME, To whi r� "is III No- V.WLV I AS Will AS AWURV�' rCST LAB Of 9AJtH ILERIDA IKP0*1 00216 31 -09. lI4 PER TA-1 2O!. TAS 20,- A.C' -OK. ON PRECA-­ COKVETE PANE-5 S7krC�0 09 I,LM - II If PCt,f,1C, ON THE L� F- I I's M SlAbIDAKIS : ` � CASE r-IIII P�Dtr�&T S� -0 6 K � A1.1. I.10IIIIII.l. FXT"- " 'O BE -All. 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(7)c- r-ul -scwt—ml - - , 11 I - 1.1-IT, im VlNE U 0. - ,, SVC Sf..MAI CITE �­ r,iff !Xti_10.1, % I- :.."'ale,"1 clic PR)m a TNAP*� Q� PVM a rwMl, TI. t IRK�l A TI,R­�, 1:i .�_ t ��c­ Ell � WAUMQV_KM CEILING _AHD_ ELQQR _kQQlfTi� Bull p ALTERNATE 8 SECTION I SECTION 2 ahglll� S f"S I ; EZ - EDOL OWMICI . , :.,= I �_ DI I ! (SEE SCAEC-111 C�I` -- I`% �- � ! I S.-TrErs- a & 9) : I I 9 I . : I iz=. 1� NOT: _Fo�_,awmmn :;t-­_­K)NS I - I . I - JIN � .1 "'. .0 I TC)IF & 81' 0M WOUNT04G' J­ fi, L -I! , , _ ; , I ;., ,,,,0,MNM,, - *A, *-' , IN : tR A. P, I,* 14STAd LA-, : : , - I ! ,,,,N,,, rf A., WA'. 70 '� 1 AN, .- ! "� % CIN, I - ... " , , /,� ", I -'I- ­ C rlvsA... V, "I ��111111 0 . : EITISTINC, -04.0111 _. t A � .. :? S= - 11,0RHOA 8uILD#NG COOS Ni M, V.�­[ij, H,I­:-­r J",l �Ivki , -* --- ------ - -- VI" - .. �17 F&7 I RCQURLD I - :: *; r = �=ZR `t,n� - i - "I - . i 1 20 GAGE GALVANIZED StER !TORM PAND I �, . 11 . 1 '� * : .,q. 1. ____ _ , - - � . ....... ________ _ - - - - - - - - --- �ul so�r tir i.- ',"I � .1 )ATE 7 '.: ;F S." a r,,TTiP,,CP, 01 �- , - ... � I GL08AL PROTECTION PRODUCTS, U.C. 0 , , I - � ,:��, - 1� - - , � I S PRI0 � ,4 , I RVID ,I. - - CEILING Ahjp %92& WOU.-I ,�, .. 111NIE CO epic 11 11�!V — , .....0 11 S/ _-, � - � I - +44LTi MO- T-iTi �Ktk*4 cour,l* --- - "", SECTION 1%,I, � ��_ I ?,� "" AL I. - . - - - - , JTM - - - 6, ,.l �_.Ati_$N? � SCA,X 3/5-l' I "Itil- I - - -I.I.- ; ;2VZK --.--.I I -.0 -� -�l,N#-_A,1­ _rE - -!r _ - I �l - -1 4_n7= I - -1 - -.---- -.-- I Pxp. - I .141 i . ��+-"� . . n I VKQMC-I-LN 111,111 i.4JJQAXt.1W=_"(._11K_.2"I I CMA . TEFZIAL,CHARACTERJ$TICS AND SPECIFICATION[S: Shall be strictly in acc:ordaricc will-, General Notes and Componems indicated on sheet 1, 2 and 22 of 26, of Producl. Evaluation Document (P E D.), drawing No.20-176. Anchor specifications shall be as Indinaled on sheets 1, 7 and 'It of 25, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. LIMITATIONS AND -CONDITIONS OF USE; 7 1, Shi711 be strictly in compliance with General Notes No 1. 8 thru 14. indicated an sheet I ol 26. as well as General Notes # 1 this 4 and 11 this 16, incitc-awl on sheet 21 of 26 of Product Evaluation Document (P E 0 ), drawing No. 20-176 prepared by Tilieco, Inc and signetel and sealed by Walter A Tillit, Jr,, P.E. T2. Product may be instailed within HIGH VELOCITY HURRICANE ZONES as detined on se0c,n 1620.2 of the Fior,da Building Code 7 3 Product shall only be Installed into pc;ured (;Dncrele, concrete block, and wood frame ,structures Product Evaluation Report prepared by Walter A. Tillit. Jr., P.E. (Honda License 114G 44167), President of Tilteco. Inc. (Florida CA-0006719). "'10601111", ," ;Lk �, T,1�4"'%,, ,��, ,-,_. 4.1 ,,,, w, . �� '. . ' i� . ' "' - . - I � .. = -- -f- . . - 44167 . - 1 *: �* : * 2 - '11 . , '- , S t .1. 5 ?'ATE 0, I� , S I ­ � I _ .- .� ­ ­­____'�� ,,O<,,. '4c, . , ,$- Igo'. .,�, "', �,r­ .... .. *' " 1�,, v,� , , ,,,,,,I(ft,IAt,�,-� ,C,�," 1rt0t4T1%l1I'°I,, YW 4-- 9 ' T _FCO A11'00H RECORCS I P.E Rr.P' OPT - IF, I (3021FIAL PROTECTION Fl;iOou(: : P I 4. f., ?* C.Ao3,15 Gil 1MLZt-_ il ELL 5TO+r1V PANEL% DRWo t �Ia--75", Pi 12D-072hfel I . ...... N _. - / zl.'.... I i f� I. f'F­Fr-;-. INVOiNEERING COMPANY ., rit.7E7�­­- - � - _-, ___________ __ ,L.Idljj��'� IZI [ I�_ It, Illlec",gwl.c"A, . I P kuptLICT EV�kL_UA11QXWQK1 ,,-, Pi"T"'Tc .1 L -.'. Ai REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: G1 ". ProtectlIpp Products, LLC 4600 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUAT]ION', Thij isa Product Evaluation Rep,­,rl issued by Walter A, Tillit, Jr., P.E. ;System 10 It I K6) to the Global Protection Products, LLC. Rule Chaplet No. 61 G29-3, Method 1 D of the Florida Department of Business and Professional Regulation This product is being issued an Eva!uaiion Report as deschLed herein. and has been verified for compliance in accordance with the 2C20 Seventh Edition of the Holds Building Code, and to verify that the product is for the purpose intended At lean equivalent to that required by the Code. This PlodQCI ETlr@IU&J*n Rel.xtrl shall be subject to review and revision in case of - ,I Building Lode change that niay Affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT CP.E,D-;: Drawing No. 20-175- titled "24 GAGE GALVANIZED STEEL STORM PANEL`. -)eels 1 th(U 18 of 18 prepared by Tilteco, Inc., signed and sealed by 't"Valter A. Tillit. Jr , P.E : dated 07/27/2020. This drawing is an I- ..i-., ,n3_1t1e" g.kii-i� ,s0I,6,- .'.Q ,..,- ,i s Evaluation Report o*�LMk,,, ,,, t�"I,GE167 V�, I ,--:z , ,;7,!I�. 0� .,I- i � - , p "', ,- '1't .,� , , � 11 tow.5i, . V" ,Z i 5, ` . " I, , 6155N.W.36ti)Sticet,Stjite'�05,Miiiini.Florid.t33166-Pbont� ,3,',),,,-,.,,�,,,",,,...,,,,r,,,-,,,,, .I, "0411111""010 qg_KTNE_N!_S FOR & REGULAR LIFESTORM - ­�__5AFL1yPAEM � - � , .� ,W 0114! -[,,T. , - '. , 'P.F.- ,rrrT& *,E,T�� - : iI ,,.,,�* j,�Er l,,t .,r.,I,I; � - I 11• � . , -.1 I' I 'C", STV , I , , I 1 1 1 ­- ­. _ 11 , r ­_ 11 I , F- �_,V, . -1 t,P , ­, �IANTI= SITE: ,­ -­ I,,ll;� ! ,506 / \ AdCrV A-ir" .1 � N ` W" ; " I,, , , - 1. �� I 1 ­-..7- � I I �ILII,111 L � .1 '01-1 . � -1 VTNTDV�/ 1EV,NEC . I % 70s,- GRADE I , 3111, - C-ille V4, � EDGE - �, I - I I. . - . 1. I I _ I I I I-C, l)�,.i A " I , �, ., Z EIFF, .� � 'i � � -(W.WiT, I QI A I I I � I I ailA�t ., / i I :, . I I ip 1 aril.L-I . I � -1 .IF IF - 1+ IsTOM PANE - 4 END...51ORM PANEL Cl L I I , - I � � _ I .,- � � � 1;� " , - "? -1 - I 1�1�" - 111_1_� ./I., , 7, 10. ­,(S 104 Tr Nib _ ,�. _ . , -, - . - - - 1j _,�D I I STW t19 1,� I r, It, ,Y,C�j It 10 ItIlcm I I . . � I - ", 1� - 12, . , � _ I. , ­ 1;.T. :L 12 IJ7, , ! : I- - � _ I I ,- � ­ ':- "',; 1, M, -.I, � L TV ,, �`. _� I L . I I - � . 11 ­ � .��,­ .. I � , 4 A ��R i� "Id" HEADER ' AtlW L ­ 4A ,4_h2L_W1UJ_�,1Z 1411�� AhQLL_W1.1_1:I I . I . � . I . ., - . � _�_ 1-- � -E. � Rf-VERSE-5JUD - I,,,, __ - ..' ­ , . - - . KEY ..OLE W-A/ �1-4, C R I - - '.1 OCC, ­ 1L I . �, I ­L . - . Nlri­ . -. . - - - ­ . "I'" JKA.V I - . .,._kN" " I A (li�': !i,a"__C_TR&K ,7 E1AL±X.ED � "11,04" WAH._11A.W.Q � I ............ I . � 1;:l,P, ,l4, 1% /,� ,I r "I., .., � � � I 09,11 %It'l, , I _� ! 7 , � I ! � I .� it ; . - :* Z - - - ♦ 0 It � , FLORIDA RUILDiNG CODE (MiRh Valoocl�y H,l,,icI,lrT, Z­M, I . I _. - I - �� -N,�,'.z,'( , I S 5:- , N, Z I I NEL , 20 GAGE GALVA41FE, STEEL STOW -A `P I I 1,1 . 154 KEr HOLE - - I- �� " ...+ , - - - . N � -- - L - - , . � B, __ ____ �____ ---I . __ - - - ` ;1.-.- - I J , - . AIT.RA-EL " - - .t�-��, - -.-- -- ","I ., __� � I ', G101111. PROTECTION PRODUCTS, U.C.1 " I - liu VE IN _e " � I L IE C 0 I., . ­t I 8, 2*X?"XI/4* AI "_M11j_4UM__A14QLL ---- - � ��_ - 'LT I ,­� j, �__� __�_- I. �_`I,1111� . �-­­,_r­­­ I I ;.0 ... 1, .1 'T_. .11--.1 , . __ - --- - I , ,,_� ­� -� . -0wirm- ,,c,N.�. - 1, _.� . " . =__ _- ---- I7 NiI,l t . ! s -__V t 20- 1 76 ,'I- -I--, 7-1 11 1Z_IW_.. 1.11, 1-4 N-1-1111_�� "N' fwlg. - 4 't. �__ - ­i.� s . cllft - I - _­ I 117F ` , , W­­­ I.- , - _-MIL-40- - �-. --- a _,_t__ - __ �_! trill A �' 11, t I I " �11-1 I. - , _] i � � INSTALLATION D- -EL5 — __QV4 - DETAILS FOR REQ LAR P =N I P_ N - 1__C_1 4 K CLOSLM _-QUAJ15-M-L _IVRIADO IN POURW _QREFt�_ c INTO EXaTJNQ? _EQQREQ_C��RET�QR _1Z__QR__t= CONCRETE STRUCTURES Q01%2EM K . �­N � ININKI-It I `rN,1 C11.1"I"'Ir VIC-0.5 - VALJQ rM LW, U FE SNM AhQ_ I -Z_W_4Q 5�1 - Me -5 �__ , � -•­' � --KC - . -mu-M Kl� - � _­ -•=,Z4,�T�-` ,w V>lim.,E,� -- i - : Wt SCHECI-Ir __ -Pr__ . W III i-R-US a \ I - - _ r I f, .11 r- - 1 4 AA � _ : - __1 . - . 1 4 � - �_ __ .. --- , -1 1 4B C � - - � I— - - . I- I . ­ *-; 1 . 1 � — I I i I I : Cfll I I __ I I � _17I I _- I'.. - - -I's I. � . 0 i - D , L - * __�, I - � I I I ID I i t It ­ . I I I - , , I J �,­ LZ:��. 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Ili, - IIIIDIP� I- , I —11 � I 1z", . . . l, I, ,'I,' - - � - P I - i I'- I - ,:., , — ='= WT`= . =l . - — I �l 11 L 11C -11'11'l'i � r - " III � - _; . I kl_j ­C11, 14 - I- - It Z.-I. -ft =1 .Ir � �. . I . li WALL V , - - --Nl—,. __ Q NIJL4'� ( - QU. M,QUNTIN- ­7 _� - - _��_ I BI!ILP, 11 I � F &_rCTL12t_- 7 �.. i . - _,­ - %= = I � . I PDX .•1`1: -; __IP I ;I I I I ;F- � /_\-1 / __\ \1� 1- Srr.__f E3=_�1p1- L1 i I I . � , \ /�- O/ i I I - . I J I - ` , , . , - . --.-- ; I 1 -7. � "; L . I J ;1 I I CA��L - (PLAINA1 ­ LLLIL -7-7-1-1— n �, �'. "',"I., "I � - -, , 1,11:, IM-1- t' �- � I .- 41-A- FUDIFIDA RUIELD L,IS CODE. (Hitil, ViiloilJ � ElwTicTire Z­o) ­*' , S� , , C,14:7yz 0 - " * I �o___-� I; ---­--T--11- ­ ­­ _­_�__ : T.,Att ETC S,i;� - - - ­1 11'­­1 11 �� � M­'AD - - � .G GAIGE .Ai.YANP7TD WE 1 �4 44167 1 . L St011w PANEL - - 111R 5=h__&__1 1 * : I - _____ ­ _- - - __ i- - -� I - __ - --- _ _ I ,- - .- __ '�;,�.7 : z ,I, �� *44-, ­� - - - - I IL ; 1.r�f 1, 8� , - __ . 1. - ,. � , ;� � I I , 143L)BAL PROTECTION PRODUCTS, P,0 q6- 1_QR_.aiFAUR-L_Kg _911 � -- - - "E 01 - 11LIECOINIC `l&� _ __ SEQ " �;�, � no 7 , �' ! 0, ,e - I " 1 :--.-- " ------------ - 1 20-176 1 '_1 I �Ejw ll-." � 1"'Ic-A".. BOT-101it .7,RAC,�'-Ak-ACO:LTQ--Mr.CO,/W-g�Q�� 11, ;� i ", � - i ,F -, I. .. TC___.IN,,, . i,NI1IN,rTTI c.w . . - N­ _�_, �' i",it-T,n, I - I �tl= I r=.1.1_"_1­ - , .. J., ,. _4 --- ­QWW6, -- ;t__ _,;� "I , , .. X�. 't7- I ��E�_3 - """ .K - _1_M!0I7n_.__1 - I .4 i �� - %*­, - i .i , � - f"O"l l"­I0L'-A-L!'X1-U4u'0P" L`lt�` 2II_111;t,Eil 2.2. TEST REFQRT$� Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609-1,2 of the Flonda Building Code. Uniform static leads as per Section 1709-6.3, per ASTM E-330 Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 0311 11(32 witnessed by William R. Mehoer, P.E., Soriz Moroz. P.E, and Henry Hattem. P.E. anc Report No. 0219 01-09, dated February 25, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattern, P.E Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section '609.1.2 of the Florida Building Code. Test Reporl prepared by Amercan Testing Lab of South Florida, Report No. 1123,01-10. dated November 23, 2010. signed and sealed by Julio E. Gonzalez. P E. Tensile test report No 9CM-198 by CC Metallurgical, Inc. dated March 13, 2009, signed and - aled by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC MolWlurgical Report No, I QKM-I 318, dated December 1 2010 signed and sealed by Jerry Jacfano, P.E. as per ASTM 11.8, 2.3, STRUCTURAL ENGfNEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs design wind load, as well as maximum anchor spacing vs. design wird load and panel length based on raticnai and comparative analysis. and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 12118110 and 08.12713 (for this revision) signed and sealed by Walter A. TIIII1, Jr., P.E. I.-MISSLE IMPACT RF-SISTANCE: Large airssile impact under section 1 '309, 1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND -LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Final has been verificqj !,I ::Usl,aln wind pressures. Maximum panel length shall be as Indicated on shouts 3. 9, 1 il 11, 12 and 17 of 18 of Product Evaluation Document (P.E 0.), drawing No. 20.175 Maximum Anchor Spacing shall be, as indicated on sheets 5, 9. 10, 111 13 thru 1(3 and 18 or 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a ncn -porous storm shutter assembly, as per SSTD 12-99 Standard. 'E"tilAi.,11177ZZ;)101, Aw Alv 'N I �r-Zz .., 'r, ks,*.... , ­_ \211 ... I .. - . � , - - -�1-467 ,, = : I,,-- 0�. * .*B IMME � 7 - Z � 1�, - Ci, p ""O". "A' I �) �i � �) II, .. .,4c ,$ , e '5�.., - .,. , , - - , "". S� I . � . . ,O , ONA0-- ,*' I00011111INJIM"TiO tWD1&:J_ K VALLAIIIJI-N- M-OIX-NDLAAW.1112 5.1143TALLATIQ199- Installation shall be performed strictly in accordance with details indicated or, -sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13. 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.O.) drawing No. 20-175. 6. MATERIAL CHARACT ., _ERISTIC.S AND SPECIFICATIONS; Shall be strictly w accordance with General Notes and Components inaicatec on shoet'l and 2 of 18, of Product Evaluation Document (P E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 18. at Product, Ewdlutjtion Document (P.E D.), drawing No. 20-175. 7. LINFIATiONS AMID WNDI-FIONS OF USE: 7.1 Shall be strictly in compliance with General Nuts No. 1. 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P E DJ, drawing No. 20-175 prepared by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr, P E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined cn section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete• concrete block, ,and wood frame structures Product Evaluation Report prepared by Waller A T11111. Jr.. P E (Florida License too. 441167), President of Tifteco. Inc (Florida CA-0008719) , :? ZO* - - - " \r, Etq,y, *--,;9?'., �� 1- I - * - if, , 4 � - ___ _77z .".0,44111!t7` - - - ' - - s 7 1-0 1-ilit * � * =_ , 01 I : = WATLI — L;mrl _x __ O', TIL TFCn I - -C* - - .. ADII RECORDS � I E. REPORT.20 k (30.111AL P. A 4Fr�.,%, , � UALVOIINILZED 3TFEL STOPTO PANEL � DRWG # 201761 REPORT III M11kV,M,X1%1'� 000 RKID �$_.E. #,vO . r'.. aIs . _ ... it+ � , ,,,,,,,,.:lF/ 0 ".Ii A 11, �v I "e I ___ __ ----------- __ - - 1/4. 2/4, 3/4. 4/4. 5/5, 7/5. IW/10, 2W/10, 3W/10. 4W/10, -* 6/5 P'SW/10. 6W/11 & 711i - 3' 'IV ANCHORS FOR CONCR-M SEE SQ,L`,-XJ ON STtLM 0 A, 0 � . . _ I , V. rop W001) SEE SECT*45 ON SKETY� To & I I I* W" � � - -_-a ­ ­_­ - ­­­­­ ­­P---- 0 ' I---- ­11-­___ - - ___________ _ - ... , D.M.-02 � 30.1r4 + 4� � " - - I ____ _­ ­-!­-­ 4 ­ I I �_l I 17­ '�"_ � . 'I _�J' i ---T-'-- - 1, � � I I 1 I (3i.(-,)�/-.,, D4 I (_ k�t) (4,l,b ) I I a � 6 � Ea - I - ; I- ---.- - I . . - ___ __ __�� t 1 , . 7 I I :iiir 4 I I - __% - - - . - - - I t *1110,�EV P-ARL. Uo,lu,� PANELS W/ 1/40-20.'- !SEE S)ICIXINI -, ! I S.S. M.S L"7 W/ 7/0' . 3132' ;_ MWNVI 0 !:A GVEfill,AP AID-, fCASU) ($a SEC"Is "Is Aulpicmq) I- I � I . I i ) I � 1) _ ki:A8.(4, _-6 - ._I I�48.. 0 ai _0 i. I _ � Mt±0 4 4,-@) /O)O,-}_7. 1/4. 2/4. 3/4. 4/4. 5/5. 7/5, 1 3--- IW/10. 2W/10. 3W/I0, 4W/I0, 6/5" SW/10, 6W/11 & 7W/11 � A"KnI.VS ro. COINCRUTE SEE SCII ONSwEr's 5 h .2 . - FOR .000 fly SrC7K"S ON S." to & ,I . RE�G�1_I,<AR__51QRM RAINELS-1 & 1-' ELEVATION -, 1 15 67' AP 2 I,,,-, V., G , - ",W IA-1-:, i- clr.'kArl -1 --al — __­_------7lW"1,- - - - ` I - . -W, \\--/- - - - N��, .coati / ,r` -;/4 ,�_' _7!_\-1_, -/I�7_" -_ Z77S� `_`R"` - - __" — ,, � I � ..� ... ,�W, �. , - , � il 41 �� 1 A� ,10EN_e, '. . -,_ I . I . I _LORIDA F BUILDING CODE IINigh V.1"Ay Hurricane Zone) - ., " � IXTICM. W I Z . � r : . Z I � 441 7 - : 2D GAGE GALVAN171D STEEL STORM P i CR,l"I P, m . . IN :*= - I I 1. 5E_Q_11Q_N_A-_-A_1 - � Aer X I - / __ 1� _� i� _� 411E ':'l:--- _:� 11LIECOINC r- .--- - - __ GL08AL PROTECTION PRODUCTS, LLC. "I, - —,* I , �,— - , (I.;: I .- _ J r. � �- V0, vr�— . icimillmillEptimc, l5aial­ . .U,ql,il7iiI.. ,o-- 11 — _. ,Lllow , 20-i76 _r, - _ . z .&t.�! Z — — .-! _f -�, I-- , Ill. Tr , �_,;f _____ - __ - ''"'4 � �s b'N'A' , " NND`A I_IVR­Al� - (,X`.`,�A,`F, ­_ �� �-+­1 . , ,-,Cw " ­�_,_­ It� �Vp ,NAT,EM , � . - I - -.1 — ,- !7�_ i !-. 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Or rNATE I I fi4 - '&AF 1 A, -I I i I - r:.Er a `_1 : r e- .- ; ..I.,- i� , ..I. 1 , ul t`I ID + I 1 � 1 -_yam, yy��.. ,j._- _.., I .,I awl R. I -L_z;;7 M i I Wyw., ,_ IIII, E,MO P T„ - ^F IICam, �'__J ! � ,. p.._" - C-1 T1m ' I tel:-.,'[PoI . L,...._„_ 1 -7I .�....,. V` !a'.-.'4A3f4.5.5 M 5, W.J: - LOLL + / ', •5 t Y S W/ 111111 ' 6'. I S 32' ~. IM N . + F7ik,„ l✓a-ml:!�:' WFNUG w• EPJ, I y + I ' J + -- _ W &C" O 12 1/7" O c - _ __ .gER 16EIOI.p; { J '32' ,IWrID _L _ _ 7i8'ral/ J7' wA4. Ht.t g WASHER s 12 I J2' fO.0 { -1 MASHER WI7e1 WIL - � 1 .. IAPGON • a• GC i „a•. rAPCON s e• Or I a/a'• TAPC04 s 9' aC. _ � I > !SIAGGIERM W STUD i5TA0cfAL W STUD' W/1 1//'2" MN 10=10[t 1 / ) 1 / , AFl P ATTIDA, 41 YUI.IDIt. J' , ArrN THRLAOED i _ 1 "O EIIIATION A7 MOI.CTH OF PLATE i. OF INiA71ON Af YQW.ptN 3.••_� p hArT OF PLATE f.. E• 'RTOD 41TF +-.a' .LOGIC otA.TL "t04,4TFD RAi II'OI7.RF.'� PtArr 1K-OUtPEC MOL1RCc YL16LL MQU14TING INWALLATM WALL MOUNTING INSIA1ATA N WALL_VQMh11HfiJN5JAUA1M ALTEflMIK ZA'IY_,l.. REGULAR PAN ALIER :A?t� Zft CAR ALTE- AIT15_E' L'LI"I"±r `:N,f n, Ih--„ D LIFE�Aj ETY PANEL PANEL O U E .SAE TY PAN L SCALE Ifff'-I- iC,f 4,°9'... AAAI,.s, THN1..ry ?, Tf1(/j," ROE ��yF",•\CENSf••✓.. a L FLORIDA BUILCtMG CODE Hi h Velocir, Hu -'cease , W15tA„UTR"6 Afli Dl1A� yAuv� .04 IK: O x•'H �S-� -t5/J. '.f.ADT - :,P *D .SS-5 --at AF AHD rANFA's ILMGTN :;P TV. a - 1, N0 4 1 ' # Y ram" I¢rtto-'-` I 20 GAGE WEVAN)IED STEEL S10RM PANEL ° FOR T - I 1 __.- - _.__... _a�_�.-- INt No 1 .-PANE 171 Vty 7 VO C VI IOU RS C IR ROIL r�iN 2 - A.AY w 1. Wr SPE%#FIr rXNvn a as CA ta,AE �- 1 , A E `~ ' `` III E M• /r ,ft � GLOBAL. PROTECTION PRODUCTS. LLC. `ram; as "', COMPONENTS FOR -SERIES 2000 do 1000 E-Z__HANG_ST4RM_ PANELS (.CALF A . u•, r9a' - , 11 N), -- -- fro1A Wwc1TN '2 500' [CMCTK w-LrT.+'d - I - I - 1,..- _ . - - -- 5 - , --I-- Y ilk- : 'Cl ,} a• A 1 � -1 31.�'- wwzrn s In-. Er/GE t z/, ' HEMMED-'r 'y, uA WN, A-W - I Foci I I` CRAVE SO M.AAAl DEIA.. _ � - C'rTAIL A4F,C (;_W rkq 11 - 7'C_m `` _ r x,' _- - - - 6250' 1I' ;_, STORY PANEL Z i REYER ED "h' TRACK R..02. - : -4 11 0 l _ - ' _ � - _ C3 s WPOn ISOMETRIC YIEYV DETAIL A rl ROUNDED "'I.RNI=R o f le Or F'.AAIFL-, ° OI, END AiJP W HEM..§0 EDGE v'" "aSE1" NI< - - 1 . _7SO" . Ilc•l - iTyP.) (^' � 4 "J" TRACK 5 �J \-' 1 1 1' 1MOE Gab f -16 Al. ALLO/ f --3` Mo. ____.1 3*')Xr'MQ;-ALUMA-AM= i_.._ LOLL_ . . 750' ', . . I i _ ANUS - i� STOP BAR IF' LONG GOB3-T9 Mum ALLEY 2 oco) 1 I . -. T___ ..._. .E-_ _- Md. - ( `6j 2"x5NOx._1 _-ALLUd __AIIst I NO.44167 : W' FLORIDA BUILDING CODE (Hirh Ve+oc4ty N rr'ccDa Zan. .W....�._._ �.. .,.. - - av7u `1111 .A Y AT 2a GAGE GAL 4NiZED i'Eft. STORM RAN EL F e a ANW EP ., rF .. 'ORIO�,, .=:r"- ; a,,t7E,'EPae SSr • t a, {GLOBAL PROTECTION PRODUCTS, LLC 5 T IJALn y/ M i LIE C O r«c .� , 3 S rcu --'-- r +IN IN.NO '� �`1'''C- tu'n TCs*TIIP+ uawMCRINO �osmwlr'f CAME, I- av,. 1 R. e.. 1 _t 1, WHY. w 1 r3T4)�,W 1u IIIARU-•n, 24-1)6 ! SFN-r56N.•:.,At/U'I- A. N0ai9 �.- _ _ - ~ftl'PIA RUp,l.r I TF _- - e. ST :l, 3. I. I aLl_A.TiQP_.UTAa, .FQF' 1PT __FQR _IWIFA-FTY_5.�??►_f'�A.M:_M_ INTO . .I_STI - _VRED CONCRTT QR,_. QNQR T _RLQCK. -51 R QIUBES _ -' A.,:. COHCA-TT ' r. - t -- a• -.-- .,.. . _^:I + I ; _ , .,. _,. "...-_" - ICON: '-!� �:.+ I I I - I i - " �� - F 4. �.A. } m 1 j i i- ll . xs two �! :. A ,y &WAS S , ... -I G As .01 . 01 I ,AI I K.1 f d� i I a tA( n' , . - r TYIWr IA4Aw T _ - 4 r 4 w 1 -', ' I I _ I i' ^ i. 1r ON i, ILL' i- i- �` �' -- - �.---4_ /' -".- .-0-2O.Jla'SS vS W/ - - 1/1•.-2D•J/."5._ YS " .. I I a J A WWK..AXT NIASF.[R IquyvIa(3?' Wit( Nil " ;•q s r '2• ..c tBEyEPc} I./"a" TAJ-ro ANGH+3NA, F rN•F'(1Aq 1, D d - R «' ,. , O a i J.' 0 C "-A�.c, TORS SWCERED W, II,EI,1 Wig° , W 4 I'l , 1 ',; :! t 5 r ^ c - _ �' PCIr.14D COW- , `Umcc C{1OICREIF I' [ f Y FA- _.' -e ' - . . . . -s 14 co"C IC'L' RI.'?L:.. 'A CJIf *rtr K C1^- , •A - aE,sJF.9.' GURFCA _ (BUNTING INSTALLATION HALL WOUNTNNG INSTALLATION WALL MOUNTING INST�I LATiON WA" MOUNTING INSTALLATION 1 5TL11L0N I1A .SECTION 38 SECTION 4A 0 RLWAR PANEL 0 CIF E SAFETY_ pt_Nr- , 0- q_IUL cif PANEL O LIF� j PANEL q ,, p LEE 4.O-r 1 . 2t nE #. -s, A i ANCHM TOFF HTiHII„,I i .:, sr N._1 rt s.. +[yC, I __ -- -' . <. 4 , r.., ,l, :t�l/'.. .Y.. MIe4K Twr[A$ 1 I . ,, - - / 4 YI'1✓#1k',.M YA%H, u. ..A,{.HILJ .kh. t-a:H�..-.,� ff`` r '. T , `c.N."r ,., . c 1, r . Hr ., EI3 - , f LOFT A t!i N 'F "o ... D B. i,al G CODE HI H YaICIT- M1rk u t _t D H can• nns� 4 - ( t 1 _ --� TAs :.1, ,LOLL..,_ _ i I t rN C ,�R"� z. - - - - - .a1 s . w €F P �avav z+1r:G - i E ST P3' +� ALRIlA F5 i�r •W y kA.1•.n11.. 9K •: �-G`5.1 W r �•Las'�..�,v a�.�l f.17d1 i J. - %0 T AGE JILVawaIED STEEL STORM ANE A O•: N'. . R- _ `+r - - . -,:` .': TT r '-a'!�'�- - ca/aA/x)a , _ GLOBAL PRO TECTION OTECTION PRO DUCTS, LLB.; . a , - _ x I ')'- /- 1 t V E S \Ir V I lIC i-- aR .ate _z5;�.. _' - - aaaK. sI erl,tt- f - 1 KL [! I1 . rl49AiEEAM `IIA•/ It u3'a rqw w 's r t >� ,ow s.Pea RL O 8 i 3 ,.)WeA ,. -a1s Cevf9ae a„. P" :e iAk � _ �,�5. - - - - G-GREW ? 11" r I N fi E: A` _._ c� _Iy�.. ,pp, I K f ...--_.„. _._�. :, ".. -__., _ .._. LOLL.- - ._LOLL Srer.:I nr + -_-__ - --.- LOLL _ ___ --._--. _. _ . , -. _ �...-_ ... ., LOLL. ���.,�.___' _. _.-_. �,�_ - Lx[ 4X I _ I - .,LOLL„._._._..I_.�.,..,.„.„_. '.1�,..,...�.,.,,„., .,..,._, .. - � � - ___ INSTAL, AfiiUN - I - _QETAiLS ____ FOR - - - ____________ ____ ---,--.- OPTIQN Z FJR LIFE SAFETY STORM_ .______ __ _ __ _ ___ SYSTtM PANEL I INTO _e�,STINO WQK _3TR ICTUR-S -. + IN 4f .. 0 5 - - - .. LOLL _.. x 1 I IAa I W 6 CkF ''. ', 2 `+$` "-_. 2',A r2 AWN. (uN AT __�, WOE" IC ar wDOC tr A = I'LADRA-ram€ EAD4R I'll I - - - - ,/2' 1 /A- - --� Y-, a :A 1 �"`u* w _A ,_-. NC. EY;____A:1____..'IT �i 1 I F 1 �FM,, h jr I - •. LI V, ) ' Hf i -[ LA,,r- yL` -' . PAfltl ,LWI L HF W ,d 14' F t1:1 - c I1 r .'N� f L .R " f�..L . _ _ 4 A ,I .A, . ,- .-re', I J : � -CFI ItstT� , I i ^^. I'. 1. 1, � , t i 11 -_. U E _ 1 s , i Ip _t FW 1 l- -, I ,/_ # OAF , - K-)'. A -7/N-1 - i3I, RE W. NVT �, 1, - .1 �, - . � - ;., � � -f- . __ I *A_­F 9 I - I i E N,I^ I I O f C'. r, w ' a' YIN drf, PEA RCS"'•,•, " - .> I . Y [rwlCn., ,m f=_afE - IWAL 11 u. A A ICI-L.lyTtME LCi Txl.!..-TION WA" t,F,Q.11W1[i§_JH5TALLIL.I1QN ALTERNAtIYL MW 8 REGULAR PANEL Af171111.,,IN L /T' AFRHAVrF RMY 9 91 AFi PANEL , ,/_ •" 11.... I`, ',� '� . ,iE,tRSLc SCALE 3/a'-!' FLORIDA BL11LOING CODE kH gh Veleco Nu - I D+:=- ,i,�as,31 T/T _ "0� 1Eacc" `- I _.. -LOLL.„ ..1-„LO LL- ': sat.N �_x,. - W :k 20 GAGE GALVANIZED STEEL STORM PANEL iI _...__..----'---.- _----•--= ?! m ,,,„ _ r T �,' „ - - • F >A - F ---- ` r �' " � +4 GLOBAL T P P310 ION PRODUCTS, 40UCTS LI.C. . IL E�,Es "LOLL._.„-.., a Rl R r" f7PT LY 1. ..n -W-�y: f,.+.ir LOLL :,LOLL.^' Ik 10. r'.., + I. .. i:.•I",I � "-. _ Q I 1 I I Aw G ,^r :Ik ,.I, - c TAL•'r r._eTl..v • TN `RRHI F 'A«N IWI+wE !L SJ7 I .HL-,< I. Irz ,, r,. . dMl.- aK '"r`""rR.+.,. za- a Tta _. - -. .....__...,._�.._„. 5, J ,. t ., n^.. T t :CAW".0 •rp ' NIIHIHeIt*I` T_,l4 :'F[',-<°• 'A Yp °tld, =M 6i : , I __.__- � . - . w " _-uA_.- - _ " - - 4 .__--_-.-_ ,-L91.F A-IlLflcf.[5t :Au _5p^F- .d „.,,.,„ 3•_ ...b-. - __1 _d A s _ LOOT. 1 .,-. -. I,- _.... I _"_e - __ r . -. . - na i ', .. _ i'', =AR ; r -A rAa' E e -a I .� . T . - Fr .K,TY: . PEI.a+I V , u :;< „ 5171 - , •_ -. .': ,A,„ *f, I,_ ` 2• I'. e. T ♦ I • I (I r, ,I . -. 4- I TV .'_,., 1,0�z 4 4,A I.RX s.. " L . - -1 - -- - ...- _ . _ - FL4Wk{#PI III tTF M`IZR -!N -.. u. .. 4 Rf �� i COG pNtE75p ILv« 11 +1 _'„ a ffR`._4]gY „.,--_ __-. .. 3 « ��J Cad -hamE /:'°.. �_ .. ..,_ ., ,rI ' f �e PANL O ITC It N f sIPENMr" SMJ+ Aw•YS �•. PwrNRIF^ w,i m Eyi4Ti„ Ot �r S AL N, rw��,::t> i TYPICAL IZ. B_$�$IES 2000 I,Em -.1D._ T' Ac TYPICAL ELEVA FOR RIE5 100Q pF�N r �L rd -"Dr,". ! E_HANO STOOD PANEL ` SYSTEIA TCNDm TO III -�._- N „ _QN r P..FnrD a BE �rsAf�e rRnY E PANEL t'' S75TEM Asa °F SR cwRF N __ -- __HIAh1S__5_MM_ I -.�m. . SCALE 313r - 1, . yw. '_ I.W. I/N wa. I - ,AA .. . 1�Y- ^-�__ ..u,__kl_� Atw'.'t Iu'sFnON �TION A -^A SECTION $-B Do AA,K..%i WALE 3/31' - T 141iiF5 WJ14 31W - F* S„EIN. may:♦ '1F" =-k#% r - 2 r4ANC vow r AI€t SnI!M CONSI'71PE; C2 PANEL - .- [p!t TRACKS AP 7t� } PA.aEL MA1E P" OP '> LONG T :OH ;I-' � Lrr2 : H0.A1. I{,4Y wAN: _M ._DE5s- r-: }• EAT,:'. - �A) BOrow W; PAN=LIMA-ES fpr• ToAC -- * or, TrW -t IT4 IIANL'_S -Ka{, A WA I BE CCMmTCTE1? ID CX94G SU. w&, Erf MEANS Ce P -L - w t,LS ,`.WIL,¢. I "0.--5 pE r„iAI,T:ECTC •G 5=e';TUM CRK.< ^ r-rNW SC a cf[I' oA.P. - - Ar MATS 9 NT 1 W 1 K_ A OR Lti*D L / - LONG 'ItAC1. At BpT1ESY E14^u •'Awt'. S.Y4., Of CON W 1 .'•_' 1,aI 7 - NECTED rU `'T : (P.„ .. ALL tar ItR',-'OLD 0. T_,P J. St,c,T pRw-.= / J 0._, w/ / 3J32' WING NLIT ilp 1/4 c ] a Min ir4:4EN.r REIN NTO TAPPEC 2?i£Ai{?'`7 A- • E O ' W :: ONi$S, ,^I EN: FANL,5 Aki 'ANN LIED TO KT-,T�- TRAC+,, C'TNKC A E►2j DLSCRILl[O ON NOTE 431 tIOW) ' A .:d IA4 W :JA-eAS Hsi'• OR r4".AL(d' M •"„aMB FOR (4fl1 f"� + PANELS TIC OTa^„ E', IRA-,1+. :OLA",CMN CI16' .:�srCN ERS I++PIa' Rf. AT EItI«Cf= I]F r'W�1 T FK Arl7 t L, a }LTW .. "TFRI„'S rLA' },Atw OF CND PANEL 1l L.&ES Ik LLN _ , f ARE L,:sf 1tANTL, K,' 1,5-' Ll1NG }FW:A" + r Al' Rsr ,TM aL EPR PANEL.'."'., ARE NOI 'IX"E1PAN TCI R31:InGM TPaGw �STP"IP BAR If SIN4S1 BF PRDWDF.D 0.T T#`7P' GT" SIJEH PANEL-,r I 1.'N A', vya5-� L - PANEP E AK •.C" c"ETA OTC 'G aLT-J4 "W r A STOP RAR - r67. WSTALLA fN0 PAIs:IS SDA'IE RAKES ANTE NRFANf 1, T T T.SiO A` f,VI I ;EIS• IN.T; +WTI -.A:1 tY -.ir CT` IMM t'P!,A't' VOUF�IJR FlTS5. IF-1 Sr LN TEAL TTE YQIN7LD 14 F%'STANK,- 51;1 WAIL By GLANS OF PANFLMATES. DNE NTER,oR PWfL ^ AK _� •NLkL.ATcF °"N iD AfitTE > tits• rJ.Sc. � N%x 11ON _ 'A•.E'1.( MAY B[ USED aC«ML, W/ -RACK �} AT lUrECTY ATTA_„ IN,. OLr,OM TRACK TO W4;.L x L. RAC -AT 7,. R AI ANY PA A1A W/ TWO FANEUWATEE. FOLL[m1NG SPACIND �,CIWN ON FSvAT'Uk AND W/ J t/2' a , ..N f .- JN cL' e4 _,_ AMC-. ,- 5C•-LIf :v. _ -_ at 4I M,.I col.4 OISTAN E FOR 'HIS �Fj,, N11WA PANE. USED :O;CTL• WJ - 1 DOES N%1 NEED IT, I CDNN_.,FE 'O ft By ANT MEANS 1RAF,K (ot l],1 SMALL ,RSIAILE1.1 ,1#IIr,1jA SUCH TgIIT A'AIAI;FM �F RI N,`�tiA„LI.,U rr N. I((/� PANE:_5 �S 6 w+: CLOT 1y q,1ERKR AIAIiFL) HAVE 4. TMEIR ENERUPS Rk.AR'E[r, e� ( l , 'Q ✓'s -_N \t FNSr �. 9 '% FLORIDA B4iIi.OiND CC"0F Hi h Ye#,t i4p H+:rrllcnnR turoe)' U 7 .P: K°fi sal- -.. K IA V 20 tJ_ ANIt STEEL P FG EfL, GRAN PANE! I' ' �, P' ' H aAI,Y+ aAi Or c - = cT/x/Tax � GLOBAL PROTECTION PRODUCTS, LLC.i 'F" �- `ti.wSru'ac W CTr rO..0 0+. F. _ __`` , tx , �[wK.c . wafer -a _� - Sey 4 >.S. Ne ,AR__L [tie- I) I A Yr." r' h 1N.-. fM.`Wt nil _N -T. " q r :ua «c L ,aN` _ _ RM•I Eli Y-h..'S,Oh.r♦Iwl.PAT._ 1 _ _ -� __ - NT:A-O _ "1 _-- - -- - - - _.. - -___ _._____ --_-- r .x, as.i: .. ____ .- r 1 ,- .-_ I !•KT171 P1 2. INSTALLAA iON. DETAI_�S FOR OPTit7N _#2_ F QF Lid � _SAT � ( � i � R! PANE Sy Tf M INTO EXISTING_ POURED Q CRETE u0R CONCRETE BUCK STRUCTURES I a' 'AFT.)...r-,,--7AF`CU1--"rlc5 O ., O E O 9" cc DEL% CUNCRI-1 FOURED C'M'R(-E _N?CONCRETE Ptix, r OR OONCRETL OLCC,! RtOUIRM - _ I-EDU•ICD -1 E C- . i E_ _µ, - AP. _ ,/a " r rro* c I r In,AaA�#w t. I: _j' _ - MIAlM,rOrr w I E FUIRII W XIP � e r I a I " ESIxT. + C QI ,M _ I ' I .KT Z tt L.'T'I", 4 Jr 1 N OLA55 o f GAS, . AI 19 T !"t ° I } i E _ _ i Ir N I + Ibt• - I rE� tx .W,1'. 1 U I m.�. I I I f E I. , r ,, I 6- I LD• 1 I 1 _4W -1 � . - MINIM W1 ' . P14-1C". PAN; yA f -LLR w,' II L a IW. ."ELMATA 9�( Y/a'. 3/12' WWT, NjI W15110t /a'.. 3/t9"'Rr+G 1.11, NA".�" O a T/4• )` WYNC) POP," CONCRETE Poulin CDNCIRLIE OR CONCRETE Nacm OR CO11+:RETr BLOC.• gcoLNWEC Rf IVIRM, WALL MOUNTING INSTALLATION WALL MOUNTING INSTALL611 N JECDnu RA SECTION SB Q_ REGULAR PANEL Q Uf E SAFETY Py S Sri 3/6'.I ""H111HONN, "CAu r A "F'-I'- Yl. SMr:E+ •e A 24 "R ANCHORS riff A AIs.1011 4Y/'i PARMIN, - INMRI'a ^ RII . f 7"A ,N F NN LW NStAIlA 70 1IOOO --- w �Kw va4Kw .) 3 - s r1TAMlE Ie7tDINO It'" ORT+" ARE THA a,W .WTI"n IN) LMS 1 "' SCHEV l FOR CE. Ni'r5 !NAv INDI WT OA SOLI"t- .r f .NaKr! sO. W e. ,ANTRE XANF .F S 3.+1 SCNEDSAt 2A.W .o.�r eWw P'.7 } -f, -_ ALRIrl. CL afR OIRIs[ta gICFOR FDA 9, rw retLOW.w rACTfYtj Po6 I.PS FOE, Om7A11pr. m RE ✓ �_ RIEMCC - S" T' I JWMC c OW.AgED LIS.4 FACTOR S,..AA .mEES te - - 9E 'LTHAN MN6I.IYV SWtHC WG ru MR UI ANINCIR eW TMIS SCHEo"I , , I oI _ .-"-__-a. LOLL _ , 1. - _ �_ __ y. . No. 44167 - FLORIDALoR3oA BUILDING CODE HT -• V•loitY HMlrlcarle aA,.#It -c _ -STATE Of :c, t F_sPv 1.1. rK i 20 GAGE GALVANIZED STEEL STORM PANEL IF, '•�-- ",,`rFS` �`''a CORI _/tom `i��s--= _; o •^F - NAL - 1L E Q me - -- ', ;GLOBAL PROTECTION PRODUCTS, LLC. .aarw„It I� 01- n o'�prmr ' r /IIINTn, . L *�" .___._. -.T wT rezr DH,T 2 uses A 1'o.1AWTf SOLO+ N.srel" a4ww . A4 .. „, - Ise .>s.s. 1A+. '� f )..• a eTs:T A.... P Na•_, P rm, • Ow r.. IWN •. ` �-C '-jI 20 . _ .. -__- �..cnH>i . ( 1Lt .Nw ,. cA- 1A ematT WN A rc . ntP A , - .Lws '-1"� r ENER_AL. NOTES: V 1D E- CLANG cr[lau P S.^f_CR'P'Y ' I. . W Nl; -i�AV RAM.. •r.C,IH i PROWCT r+AWA`)ON DTX.UMLNT (P i D I t,AS B:EN JrR;:.ED 10. COW-IjIAWE N B ' I M"`mUM "MEFEDMtN1 K TAPLU1 ANCHORS AHL GANE EUMR-E 1EM IG A, PA,NELLATEC FLL5 WIC- C'Y,CPETF Ril1YC A;COF WTH THE 2020 I7th E.DITh,N) Of THE FLORIDABUILDING CODE BLOCK SITU BE 1 I/4• UF51GN }WJ,F ITTA❑S Sr/ALL BE DC_i`RMWEG 4S PER SECT" 1620 OF THE ARM MENTT t, GOAL. B 21 Nv INIUM ELI DUENT OF 1 /4`. R 7/a` CALX-01 ANI:RO'RM• SNAALL IX ra TErg' INTO QUNCRIL:IE F A I = AT R THE I C 'WT.1L -P�E7l A$ RE0T1+ EL BN C 2L RI'SOICIION T T T.++ERE NESC SrvIU ER5 MIL � rNST Lf. AN A{ D a -HA. , I O ANY "NITS" MATERIAL SMRMXiRE ALL HALL 6)L E D NO EM M P O,V TOR l I 1-1 D?PECgR1l'Y,L IY FACItxN KOr0 d5 USING ASC N)T TM A E a ANiY 5 LL f%L"EEO F MA91NU4 C s.bi 9 .-5 4 20 10. ALK T< S. S Ew � , rISED sHAN.L 9E L 1 ANT 'le ' G tG t.K.M,fJ+ t!l.0 N 7 wSn W T" CSHO rERru EATS 1 9O P cx:�N su r Di GT TIE RA LNG$ OI EG CtN SHEEtg 25 k 26. ENF.A0"t 3/4' RRD ANCHORS W RIDER TO A`E-RP'Y tHE ABOVE CONDillEX ULTTANTE DESIGN WIND LOADS DETERMINED PER ASCE r-+6 SMALL W FIRST REDUCED 10 A. ❑ DESIGN WOO LOADS Cl' MULTIPLYING THEM RY 0 a 1N M. EP Tv F.33 IN CASE Tre.T PRECAST STONE. PA PRECAST I:LNICRE"E PA#Nlj RE FOVNC ON THE CX45TING *AI-L, - CIDUPARf THESE W/ UNK iA L 'r'..+GN PRESSURE RATRNOSi F OW,ATED ON SHEETS 25 A, 26 ANCHORS SIWk BE LONG ENOUGH TO REACH 'ME MAN S'RUC`AW i$r1ND sL" PANF1=. AW14 ACF SMALL-1 Er AS MFNTbMfD IN R,' APO W R.iI. j ., 0J `-x: V__RrtY TINT COW - ` AND AW40PS ON TAUS PC G. AS IC_ITED WERE NOT OVER S�LSSFO 4 53B WCREA.'+F All D.yARLL STRESS FOR WIN,, . _ N+, %a USED IN THEM ANA,TS,5 FASTENERS SPAC.NG TO WOOD HAS UfFN 0°7 _R.T - T� 'N AC OR K C OUNCE C ANCHL� - SH BE ENS,ALLEO N'. H rr J ALL �LOWI ALL a THE Rf _.WA4c`T•IDAT'IDNS AN -i utA �- ' 0 SPEV If/I _ r'�. L HE ANCHOR S. P C C STORM FOR I � Ali,_. AOE 4 r� rA1YG :f V N ■ P: CAIACY 0 vL R[.<,STAr .. BEL ZED Ar w. � iKH I - VER CORDNKE S[C J 6 6 2 OF MRi'FA: "'.L R. THEPER N 7 AIMING MEN+TONFO CODE AS E r'-i:N£,nNTiO i EmN6 LAedARATOR+, NC RE�POVT / 2032. As PPY1rDcIDE.s TAs-COIL AS - 20? AND TAS 10! 1' U Sw,u. RE TACT RESPONstRr.Ilr OF 'ME cOA7RACTOR rO v[Rlf'r THE Sa7NDNES'S. OF 1k,E srRUi'TiRSE WNEA'[. slquTrER P 1 C A N 5 BF TTAi CC TO Ik' URE PROPER H T s ANCHORAGE W : -R Y t s SMUT11, Sly.[ L7./t '. A1TT',CH TO 8E O K E COemC. RE71E. Bo.pC *IS• 3�^--EM PAS REL.H DE$tGkLD' TO O'f BM$TAAJLEq ON PWtlT L,fLI'7SiCrE iClf TIQ I'D6�'NlN1,r i1gS°-�1r%G '+I[ U4"4.NITm;i N-ArjM 'tHE" r TAR I r W'OCi PAYE 64M•DIN rS, .5"- W/(7 1Hf 4E OF A LAV,,W-q OK LIFT THIS APPt CATION r VAIW9 WMN IN9"AIATrON N INFF. $DfD TC Fir P'FRF'OP P." THt TNSIALIATRN. CONI'MA4MNR ,S TO SEAL/CAULK AL,. SHUTTER C,)UPOINENT EDCFS WHrCH RLAWt4 M CON7N"Lls ROM 111 'NS.DL Of STRVCIURTE �WACT WITH 114 DU,d.DI.; ICI PRENEW➢ WAND/RAN INrPUS,CN CAAIAI.K AND SEAL SNvTrM IIiA_ I A: AROLINI tI, .RLS 1000 Ot57ALIAT" IC APRNJCAESLf TO S%r,Lt ANV DOUBLE HUNG %7n( WINDCW5 WHEN NSTA,:ATIin1 S NE Ov!REr• '•: 3L ,fNe•H .4•gRA1F4. fPOm I.L INSIDE Of STRICTURI 13 SJOAM RAN€. IN51ALLA11ON Sly[ COMPLY WnIH SPECS INDIEATE,Z IN THIS 'RAWIIP rt Tn ANY x4d.00A. RING !DOMING =EES RFGULAV)ORI' PROVIDED 91 THE JU-NSDIC1Y NT.LRE PrW.7 IS MPPL" TO - 2OW I AILATD( S AJTf1c+eE TO SIGL ANC UC:/RLF t1 G AN/; •:7RIItH+A. 5_' _ Cl.[ Ww IIVF, riN, En ITSTALLAT,ON 5 PCODIREOTO W PT_PrORMED PROM THE Ir1`>OE OF STR,0URE 14 ATWUWI WINDOWS AND DOORS. INC. E - z HANG STORM PANEL S+SMLI' is PA1WIT ODOMp -. •I] +LOWN4W ETr'RUSIONS r0 BE 606' 16 ALLOY AND TEMPER lUI„LCSS OJHEPWISF ND1F.D) "1 i0 THIS P'4MICr fVALLMTRQN DOCUMENT (P.( Et) PPE"NiED R'r THIS ENGINEER 6 GfNfli.0 AW .Df`J,ES HOT RAM"' ON Eon A SAT[ SPCCF!r PROJECT, a WRERE THE SIZE CON RDH5 fKVGAIE FROM7HE P,F.D 6 Ai. Ac1sA"NdIM tiwlfET uETA1. USED AT r-,LCaSl,l:rE:.'S S,wAML g4A°.OF.4`�s�-'alfla ALLOYIurP�t+L .. Ib i.°GJ'1T TH i tTAC°TDR -0 BE RESi1r,'S7TSTBFF E>,v nT E Si ION. I r LLL JRT:rMSF ANG NS AlA ION INCLUDWYG 4•E SAFL'7',I GF . ALL 57EE S-FLEET MkTA PANELS 51'rA1te ,€IIN'k StRIx:TUR4 OLwLrT-r STEEL ASYM A-A53 GRAD: SD 4n. I^..AL yANT,I'Eli ST'ET:L THIS F,Pf]GTOCT BASED ON IfAK e)in ORIC-ADED IIE/SHE DOS NOT DEVMTL FROM TMf COHO,ITCUAS O"Akrc ON + E'iSK.lrAT" W. r7 Oda 5 K4 (AFTER ftki.EX THIS DW-IWENT CONSniLICTIEIN SAPT_T" AT Sar IS THE CC,.iRACSETR•S RESPOTT5,3Lfh' '. _ L CREWS TO 3T S7AINLESS � EFL 3a• OR 316 AM, SERIES OR MPROSION RESISIAW r(11U eL r}PBOM , r l- PEP OIN cl 'IFc PRODUCT FyA,iLyLiKN+ D(7CUMEM W_ Bi C.;NSIDCRED iNUAii;? K IIODInEO IRIS W/ SO As„ YIELD 57REAt^..+ AND 96 I- :ENSILL STRENGIH At S.NLL COMPLY W/ iLCR+11A 6u1LOING CODE SECT" 1-411.3.34 Cal SI'F SPEC-i:Oi PROJECTS S.uNi BE POPARCC EH A FLORIDA w'w5-TE+1ED ENGINEER DR ARCnITECT WHICH rti OATS TO LTC A51Y A-307 GAVANIZEL STL,. OR AtSI 3C4 SERIES 57AAr.ESS STEEL. WFH 3a AA, W-NL'M rrLO SITRENGT4 BECOME THE EIAGOIFLR OF RECORC rC.OTA) CDR rhf PROAEC ANL: WHO WA: BE RESPONSIBLE F^R teE PROPER LSE OF THE P.E 0. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER IQ IHE P E D ENCAW.7.R'.. SHALT. --,'�- - 'n .A- SrML'_ RE AS FOLIOW5 SVNWI rO '-IS UTTER THE SITE SPFCIAIC DRAWeAGS tOR Rr•,,Fw IA) ,g�',r•jgp.,,-�Pj ,L. 4U: RkTL {WJ THIS PED SNA. '_ REAR TnE (ATE AND ORPGNA: SIAL AMC, SA�.khriRE OF TIHI PRgIFSSK;NA EHCWLER Df r4-. 7APC".ON ANCHORS AS AMETLOAE;TURED a"+' 1 f W BLIR•DD. NO (MIN tc-1152 P e i I R�FF:fAV THAT PPEP'ARF.LO IT . -'A A 7+• - M ,/ ,B GUI. W Al,ChDRE�`_ AS A4NWAC1hlRED R+ [RwAI MANE INAMT'r, _3An'[TEI A•.., T - 414- ID PA/FL WTE FFTW.0 M, A PANL_YA"E F"LACE Ai.::H0R5, AS NANUfKIL11iL+7 BY ELC[3 'yO"a1STRtlETA)RN HR4: i'N_IiTS +a. 'ST`kN PANEL MANL11'ACTLTTEP-'"� Lp,R�-I-r ,,.AL- BE LOCATED ON A 4FJTDrL? Y1`sIBLi .00ATKJN Al $T(- FWF• ;N LI -AXI<C F % 1 1 ACCOR¢WE WITH SECTION 17099.3 OF %1 SNYIFII, 9Utlt"YHG CCK)F ONE IANI 5'NLL (3C PUifO "� tVER„ ;'PETWHO I LAWL04 IS r_OAIFLY *1111 SECTFICI 1 - 709 9-: Of THE FLORK:A ELL ,L NO COOS A" MINWLA'WKEN-CNT Of 1-_AP<_ON ANCHORS WIC POORED WACIFOE SHAI PE I "4• AN! 2.. fOP PANC-IRATE FEMA#E IC R PA'NELMATE PT.US Ate) MNNNM EAIBEDWESI OF V4-. % 7/6, CALK-., A}yHORS 5OLALL ENE 15 1/6' INTO CC-tPFTE NO EMBEDMENT INTO ill WY FINISH WTERV4 SHALL BF PERUMM Yv� " ' .-M SS SIDE'w.LK SOILTS Lrs"+ED SINL, Ot LEWD ENOW7NISHOVU, AM F1M.54 VA-EIWAL C-151j To ENGAGE .'/4" WOE° I µG E RS. , tIR71 A I4 ,``#' %✓,�p ' A°'; IN :A-E THA.1' PRECAST STONE, PR'E'CAST CONCRETE P NLUS. OR PAVERS OE °'OUNC ON -,E EA,STTNG WA -I. OF, A" ."-. FLOOR. AW40RS $BALL SE IONC; ENOUGH 1O REACH TNf MAIN ST•RtICTURE KI NC 5QCH PANELS ANCIK7RAGE SI:At , . `''.�• ,•'tiCr s •, 1• Mf NTW[CI N Alj ANC iM A2). F f _ = ''' ND.44167 = Y r ar.-1': LSt.4ERETT _.o- . ^+_ i t :• -4 . `APC1N4 At✓.S+DRS AS MAN" >At �: RCD 13T ' W G{'A. III4 • " FLORIDA"BUILDING CODE Ff h VelocNy NUrrican■ Zane -- 4- . A -/B- CALK-W AW-HCA. A_' MANJFACTIJRFG 6" DE'NMLT INL Ifm-15L1D R -- .I Q• F. - .. r - P `LET' .20N, IAtLr_$ Nc ' t. ' 20 GAGE GALVANIZED STEEL STORM PANEL I A U4A lb ANE) PAN P' + A .H Y rE rTAIA,I F. FLMATE _JS 1'K ORS AS NAl1L7fAdTrRE 6 r. C-� is 71I d J -L � GTSrR,Y 7N -L - 1.787 r M [ �- � rN I IAe1rA IN '1 "CAL 1� GLOBAL PROTECTION PRODUCTS, LLC. °'rl`/W"'P , �rnw�.f:,, 7 Ii^•,A R` !L G TAU. _-li1i L 1 NW S. w, STWO �'_ a,E ! 9- TW , Ti II.Q ,k NIL �M iwmF �; _K. fL !3]; l iG- T %6 IMt4."e- a IRM -, , i_ IN.+j90_ x EAR iy3N.M4-A10y r 1 W,,.PN"`."./I ,, . IA.. .o+r aw Rs." - w I1R1RrWp .N. e)ALTEA a� 19.. . f .A 1.-..I _ - ---- ----- -- -__ _-... -. _,� 4a1.d%. a a.,u ' ' - - --- 9u'1 71 T► 2. LNSTALLATIQN -P-ETAI_LS FOR_ SERIES 00Q _ANP 1 QQQ E-Z _ HANG 5T9RM . 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IHaT . �.• �GE� •• al Review Assist. inc. gM5 F= TTD i�� E'fRMTb =Mmr z I NO. 44167 Review I 0 1 Y�«n,1'7 c- a _ c of s tGr"m G COinp'e, '' 11in u1 7+, T _T + a ew. WAr TO .rn .. _ .-. w1 a rtF�� AK Hr Fi".. - z" 2D E E F •II D Im ,LYRE+ RIC " e' c 1: �'' T f -`- trl t U_cC e„�� : , E - I - ,, s ''�' L I E GLOBAL PROTECTION PRODLI "'A;M Yi�vr x /3 F ,a+ 111.1 EL` O E►t c A .•Op S.W. Jr I . #Mp TII411 Ttw"- aWR'- 4HC 1L T1)ca I R W g" WaRF T « x,r "-a._ t.s.KaW-.S+K na i1�.9, _€ _ I 20- 175 - r . ., y - - : ^"X:.I M srr .". ,H .-- - - CAaRgG 4 - I (a) (n CU ( }, 0 a> L p Q 0 �• = Q 0 O cz -0,-� a- cm -I.-1) U +, �.- (�pp�� Q3 (3.) -0 C; � O S>e' 7D " -0�7) O Q c. O � (a 0 C'' LL M M L+- 0 m > Cn � E- 0- U) 1 11 .� 1JJ R< L. W (D (D IN t V IL 0- U) 0- (1) Z3 Z3 0 I CL Q) V i L. coL. W LLLI C Q Z z Q LL SHEET NO. IS 1.2 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.B.f.) 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FLORIDA WILDING CODE I,Wn Hosh YTTI-Of Hurricane Z­j i ax- " , `zm 1�� � ,380, � I 2 1, " , -O. Ill ; I i I . 123' , , 'L � : Lm1' ' " I I ""`� - - - Ft" 204' i BUILQ-00 - (9�,, GlazZlift-al-MA0 (1_!�, & , C54 WASMLLAMN91 II LM"Hfia � I[,`l ` Al,':," T r ­w­ :zz 1 ---* STAIE 0; .: � •'P�. , - so'.. !�,� ,NlA .* , - I --li a;iii - - ,-- _s- z _..01 - , !, ­� ,�!` ` I .i A, k f,mAl, Im, I '- z ------- -----. " , "" - , I , I IL I E C 0,.. ,,.'PLIBAL -, - - - Al Till TING A INRIKUPING �?l -11 - -=.-I., - 1.l "t �_ -, �'am7l'o - - 11 9 .."'. , " ,l GAGE OALVANIZED STEEL STORM PANEL � : _ 1 UiNi " L------ . -- ­­t- . - PROTECTION PRODUCTS, LLCJ All II. 'I . I i IL n3l. I __ '-pill Ill MNI-`iII, ­ .,,l,;;;. � ill i 20 -175 I -7 - :: Z2 - - �_ :::: � - � P­#fluir - . I SEA��vvcf,ll .- , --::: I-- A "'" A ;6m� __ , PIT .5 I I- Ll - - ___ _ - __ , __ ____ - _____ _____ - - . 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''I �: ­­ �._ , , ALTERNIA11YE �Il - "w ­_ �-7I11 I - .Q-- N1w BUILON-­O1U�TLT1LAM2M,U- NTING i5JA IWILA -1 __1 i1K_�v Nto A(1RY1__LY .I , 1,,� l LR,N TIYE 3'W "." IT. � . ." - _i I j I -� ,-,,,, - � , ; ­___ � • - r'­)l BUILDING i (HioFl Vi H,,­,l Z,,,,l z _ILIii �2_11 I 7 z . _ ,I i- I i - , - V 20 041 GA RANI 5TEF1. , IN * z - I ____.__._ "", "i m 2 I - .11 Tu',� %,7-­­ r,� -.,(�, .- �,P.11 "I � - -1 I 1; . , -1 - _ - rr '. 1�1 , I 1 � -, - T,,T! CA' 1 .4;4w-­ -.;,= .. - __ - ­_­ - - __ � - �l, �,. I 'l�k'�"ll � 'l '"� lir �TT,` Hk' , - � -1 , -, - -_ -_ - \ 10LOBAL PROTECTION PRODUCTS, LLC.t _ I I I 1-::I n " 11LIECOi.r. -,T -, I hvm_l�e�- s,- ALTIMI[AnA.101' HEADER W _fEl . . �',� 3V "---/, -, I -- ­ I "I A I I.' :; _�_.! r . - t �, � , J. I ., .9�N_OL_AK,�� ", ". 11 - . - , . 1� �,' � ­�! l - . _�All . sz;..- ­ a.A-I'll : �_. ,,,,.,, +_ �,, F. I ille � S`IP - 11- , I: ll� - -,-A . _:..%:, i,, , ­­ - 12-­.. - -1- � � � - IVA-7.7., �cl`ll ,__ . , . - 7- i - -w;--_Z::;�.-_v� ,---- i - I , 1. � .11 .1 . - . ... I ,0 I -L, ­­ �Tll I 11- ,I �_ - =��z 7 1 Lz r I .1 ­ . __ ___ - - - - - - _ ------- - __ ___ - ___ - ___­­______________ _____ 114AMh_'�Lk S"N-2REnVKK -RATJ-a.7-LI-AN-D-CQRRL!if'-QNO& 214 [*Ilii ll/A. 3/4, 4/5. 5/5 lk 6/5 MAXIMUM SINGLE_PANEL (j:LjI_AEtJQjH " FDULE ONLY FOR REGULAR STORM* W/6. 23& A . __ �SQ � ANMIORS r!AE n0fCOULL Oil - All PANELS ffSTALLAlQ_?_QVM C_Q&CAM_CDN0FJ"1Dyd�_x_tIl W . * - - - sill 2. -10 kli� - -,, - , , - - - ,%.IIQLE PAHELS' 12 kekli Ejt4GLE_PAhL_!__ &_r'$j%AgjQ AT I.AiLld I - __ [ __ - 0 . I - __ - - � - __ � - - - Al OR kzngm Ll Wl!"'LUl -�---'�-=" & :3 Qff D. M. '2 . � 11 � ��) - - __ ! - - I __ _ - =I- 1. - - - - - AiTLI Jmai ..I__Q,S_1 * tA-K&L _, A '-i i _Af,VhjEQ A - fAC- VQ* .- - ­ . ­ ___ ­ .__­___ ­ __ __ - .- � I ( i i I � MAXIMUM PANEL L-*' OR Z__ _." - F, I'L,­ " ' �` , 125`,_�l _ `1L. - I LrNCTH . , L- (Ti :: �_ - it � � A, '_'­ L. y 0 & . O,x" ,.s 1 4' L- 1 I . ��- . ­ . ' I - - - , 11 " .1 I- 1. -1 ,,-,-- �-,.I' , 6 I I -, '9' - - - , I I " I .n- - _w I 5�4 60 r ­­ 1 , . 2 --- - A ''. . ; I ?I , � A � , P. 11 ", I, L" - I ..,(I Q ,(IQ - Ni 11 r _ �O L - ­ -. - 7 .I- 4,- , . ,� - - , - _j , _'. ,,,- , f I- ­- . _ ­c - I'll, � 2 - - - . L 1-11 - - , - .- ­ - __ . . - 9, - , r. I V-i 5 -I' I MAXIMUM i lu'l . . L" OR '"I - (ft.) 0 __ i -VI, - � `0i 4 .�l.oc - - i ­.� L. L_ Z_ - -1 - _V��__ I , I " - ;' . ­_- I ,3 - - - , . ­- , 9 0 I 1 " - ­ � - . � ._.' - - " - , : - - P-7- - Z - ,­ I � f n, , A " , -". T -, 1, -9, 0 , -A. - - :--,. --- Ill - _T - 6 -, - W. & I , L. - l -3, - . 'Il I- I e ,* . - 6 , - - - 7-1 = 6­ - - I - i I-C, -d 1 "E" - �8:. 1-411 'It, I _34w ­ : - - � I �tl I ."', � .- tICILIEL PANi W,' 11 (SET I 6.Al ,!F. W 3 wi IV D , ITR4A� # API . ". ii E i SIV,-TWnil AS FCAU 1 - - i � r, - - - - - " ' ' .:-' � 1 . I . .. 0 ­ I 1. - - . . . I ,-!* 0 q I - , - " 14, ___:�Iffi__ - - - -Imill 1. I . . -O _` - , _­�±. - - - _�-__ -i - - -.- i - - - � I' .1 [ �,• ��,`,4 1 10,114/4• 3/'A' 'i 5/i5 & 6il "' 'i 2`il 3W/7 & Alli REGULAR, _!�TORM PANEL _1_5L�VAIll . : "0:. I . ---- __ � � I -".. Ill " . _ "'i "" - _. 'I'm __ I'Vi - ­;l - - __/v1l I I / , -,- I --- I - *I- - ., - - - _ -, - , - - - �FFAoA7.cl ­Z_ss_S.,: L� I ". f. -, . -, . __ ,_, 11 - . I . ­ -_ vo - - , - ­'. ­ , __ 1 SECTION i 1 -)I.". Al si � -C -1 . � . -, [,-- � ,!I L.W11PAII "Es'Al !iNA%1lxAl 4,5-�A,L� - I AVVES1 t - I - ­1 L. R"Hil ii,ioliFF-1i PAll LENGTH ,Eli A GIV. �-,`-XIIA ASU i 1�0 ; Isi­� i ,- C� !, 6 v� � _ 4. AtIoili Ill LENGTH `OR A GJVEN NEGAl ASD o­'A L-1 I - - . F`l li 10 �A_AdPAAHE WMAll i Loll I - 1�,, - � . I ii, E`05,-lif Ill D'sIGH o.,'Ao. or"pk.w -All All .Ell I- ilv.Z. 'SC-tu.-L � - - - ___ - - . - I �Idf.. : . ., T, .- � . 7� 1 1 ,Nf KIZ.%l AS O Ill IrAl Dif"Elli -IlNi POL, will % - - rw- SCj,Tl I ; I ' - - , - i -_ , � -_ - - . � . _� - ­ - I CINAL AAl A,1QWl1 PANEL I foll IS COLAI 110 HE MINIMU LI-FERAl PANIFIL INGTH I 'S, , 7 , arni 'I.* ANC 1 __A___�_ - - - - rzi VE -�_,,l euil rcA All "All dnT. ,oA, mi Q,Au*IC'.Tkl ; ­ - MINIMUM PANILIP 1_09111 .{ j_HQR A. WXkMW1L_MM_i24fk.°�. LWiLULi - , -------- T I �1- 1, . � . I Y. T ­­ i . I � Ill - AIALA �_ Top - , - , - � I ­,n- ­=' ­"i-i 'l .1111, "Ill I .,,,l, BOTTOM ��__L___ -i __ C,__,l t -, � - , f.l,,, C, .-" ;IS, I AF ,,- ,,. 5�' !�'. I" 5C, - � ` - - - - -7ir � ! 1. , ,I S, 1,10r, .1cl I - . ' I � __ T ��- 7;- - , � . � - . 7 ,,�' 47 ­ ­' I 'Ll - bp" �l�- - I . � - _ - --- - __ , - I ­ , - I __ �­ , - � .2, A, .- _� � . w - - ­ . - _w - ____ 545- Lj W11AILAIKAIS Al AOIX APE LACTED TV , 95 I A I NAl &E 0 K%G. PRESSURE 0 LCiNG� *q --;I I . %,40,2 s 1 - & rCA ANE Asp af,�"I �O`Cl & "" PAW ­FNl 'C"' ,,,�,�-% -, `�l Sill �_ __ , � � I ,,�.�, 6 . 15 aSol � . Lam' %,�_ -..E,0, FLORIDA BUILDING CODE (Non MinVolol Hili-i-i Zen. - , z , -_ - - . I t'O 44167 __ .2114 NIECE, - . , AN . . z 24 GAGE GALVANIZED STEEL STORM Pi EL !A;i�_ 4 = I � --- . � � � * � . - I I ' � wvmm � % -PRODUCTS, ,; -, , 11LIECOl ': PRODU , �� .- ­- - - : .�� �. " �, - - 10 ..... I 1131. I I q In � . "<�- ,All - , A�, " Ill "It"Pil _& IlAI)NOTIPAG cill,,I"i" . i �, -175 , �. I 1 "i - - -, --I- 11 I - 20 .- � - 1. ­ _! Hfii I- Ill u.-_%'i - - __ '_ -­­ __ � 11, _t - 1_=l� I- - � lIANN, All , - t - - - - I - . , 'lI4s"*Al.IE,,�sc­_­1 Ni - L �,, f I � * .41 �11_11 "i __ .. 14 - - 1- - ­ __ - - - - ___ - ______ ___ - - - ____ - - ___ - __ - ____ ___ - __ __ ___ -.-' - INSTALLATION DETAILS _FOR -REO-ULAR_ --PANEL 1 _ I LNJQ _YaQD_STf?VCTV-RU I � ki - I ; ____ 'r,"J"i � ! I �,.'­O� I - ,� I ��, I " I � i " ��-,LAsi" -11 I I - - : Ill 'i- , I , ..-- " si 3� 1 � Ul - I ­1 .�, � I 1 3 ", d i ,_�, ! ! &6l ; ' L i I .. - I I � ­ I . . I . � "Tt. `.7 ; : j i L " I ix,51,Sll.� Im, 11 lz� , ­ � 1 2 Ill A-,_­,.� , �,�ASS I I , , 4, " - � � ; � - I ,sr ! � I ! I � , ,,,, '-I - + I ,- �l , j . � � !� to .-. ,�V+��', ,�­ " � - I 'l . srAl7u - n1l Ic I -1 1 ,. - t - �_ , I z' 1, "" �A�_ I , - Ill . I � 11 . � .�A I ­ I I � � L I I I j-k� D I __ - - ; , F� -__4 1 f ", I I I �� --- ,- ----- 1I I I I I _ i I , , 1 t----- I i � � � _ , •-_ .1 I i , .1 . I I ��, I I- I I f:41' IlAl loH, "'Joli :PNU`­"�l 6 , L I IL � ! i i , i f'u Y,l 0: �')h '>,.Er� 1 1 , -F. I I LLIT I L---F,, .L I T I I I : 51, t,l - Fill-ii •71Q ­­,ol ­�� I I I �� i . , '. I . I _-, I ­ r- � � i", _­";_�f:�•, , , , , 11 F �� 1. � - 7, 1T. . I - " � z., "),.1m[ _�� ­NLEl 10 lll� ,-,,;, 1� : � , _L - Ill, - 1 . I � I T � ,Ll,l 11 .T!1� �clicCLik, oil %I'll , " � I 1 ilL ,_ i ii � I , - I ' � I - - 1 ; � I I . k* I i Ili, r. lZ ! , � , I : 4 ­­,-, I w 11��,, �- - ,- ­�Sm _: ; AUERWAT, 2`10i � I � rL Ill I ! �' 15A '�CA,E !"i �� I il I - - ; v . i I - I -7- I- ,/,' _ 1 �, I . -_ -_ il j - III, I I I I I � - - I t Alfil -Ti * * hi i , 1 , I ��ft=Cll ,A/ Vil I. � - .- I , i � oll A, .1 Im i i 1 21 � 11 f - I tSLl SCi �_Ih � - , il� � , .� A ; I I :. ��11177 I 1, [ I I ._aAA'ATiP4 6 Ull lo . QAi%raI. &ARIl WITH IS'-9' - :I. ('_, I Sl- . - I'll Ni HUl frHis IS � Fill ANY - - I.,. I MA,111i -i D,01OATC1 NOALl *. Slill I!) - ... , a I - , -, - "'NA"'i" 1� P,l �n � I I, 4 � I} - , �7� ANi � 'HII,U cONIK)HU'll " IPA.C. All ml -D - I - , � AT @ �; Pill wil i K �Al -Al A, 6 ��A` i I i 11 I-, ��, �t -_1 � , -li, ", av I'll Ic -/I �� �, i . " z.­c, , : I , I 0 F 1 ,I)AP"xii P"ll ­. 4 . "Ex"Rill "I'll 17 ""' " sli qj,,T,,,w AN I ! �;) NAIINEAI .c Ill "Alf"i pan A! Arl is 'Al, -4! -1 T21 __ Z. wA A'Al LeYl I ,-Itf Iti %* AT AN, DIll Il,E,Ii Is A Amwill Fmm _.-Au" Awma Loil "Dom :IA, ") �,v - �Al E_ sc�� wr � 11., s,- ­s #ALI- mQQffLN_q_/__QAE_C�� YMLI-MO-USTI�,Hi,, FV Hil *GAL, ALMN91YL-2Y l-T 1/2"-UPIG WNICII COIJAH(Pill i •- K � NITALl i Sl" --t ! '13- � udr. "Al"rAll, x I I,-,- %_ 9,Aam " ITT, Til ­0 All, V,,L111.6 1,OOC "Al - , At,TERXAl 1W VALAT 00i zoll 1, . Al (3 AS DO'"Al r, Ill _.. - f-'m , Al -Hr 2m HE, ,�I,,)Ar) cl, THE FlUll -l'i' T , I + ,.1 NH,ik_iA,t. ,&I.,D omi ", wil I'll'R."ll cw AIPFIS 1, , . , mill, "_ I, *IpA. ,. o"i ........ APE _ ..i�� , , . . , `l ,,l - - .1� \ \C , - , FLORIDA BUILDING CODE IN.n W;p Vil H,r6i;gno Zan. I---- - . - - ___ - - ­ I . . - - e s I ,i,Ei., , iq F) I-Q %�l A I D � - I NO, 4416' ": � I WEE FCP COIOINKEIQH.QL_U_�_Ts�A� � i-:: ; ? � PNL�SLJRZ f'll l�, I i', INCI PATI'.� Lfi, - I = - 1F­ 11 : - i , � I 2A WE I fAl STffL STORU PANEL - i ; � -------- __ . � `jhl NC)1j1]l-ll'S :AN Lit , , , . - - , r�Ei i�. - - i i , * :* � - I __ - ____ ____._ I ' I -, Cil i �, , i � qim�n I � , clil ��,�,l "S Film 3 lt� � : � ' i . 4,10 Al 7i `:Jg� AW N tF41�*AE 1114­� � - S T,�, I F 0�_ ;�C- - , :GLOBAL PROTECTION PRODUCTS, LLCJ ,,, � --- - i ;i�- 11LIEC0,11i I � "��l�' �A7`,r� I � --- 11 x - , -.- �_ .1 - P In:- - l�- �F' -.� - __ Till ItillIH. . 011-tri C , . " E`Nl , '. '. . , I I _; ,; A . 1, .. - It) .-Ayr FL'I'SIR, � i . , .- - . - IIAA­ - I-11 ­_ i Li 1, ILI-- 10 , -_,--..�.! I . � � .- , t , . . , ";e�l , -I*- I - - - -. I'll i `ll'i ;_,m0i 1. 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I �,--_IQI, Al -GALti SHA­ CA rt_T% will AS PER SECT.E,N fil X ­E ABOVE WENTINED --f)OE FQ� A Iti WNC - 1116'0 . 1/9' wi BUSHAI �, r1s'l ff� -_�� .�Il 1�;IF* ,l & I �PILU A_N REQUIAll 81 I'll IU-INICAC!"I" iii S10i INNEL Ill BE ��,10l Al i 4 (IRTECT40HAl TACT -A . 95 USEl 1k IMI - 16 AKJ s"AL1 W 1`�* NUI.IIIJUM CA; I)) toll PPILS5ill RAt1i ,NCl ON SNAIL - S i i 3. 9ilww I ' � & 17 , a LA I I I NAOjAj THREADED PEW-TRATIOT, liti Ill Of T,AIRQOA1 ANCI'l 1IL41LI BE I,,.,- AMU L I --+' l _­Nv �Il I*1.1 MIL PALItELMALL *ECAALF &, j1. IIAl I, dAll ;HE Al 1OSIFIlTQN. kilt ""IT L09CH iiii LOl Crtolith.vu -10 ASCE , , It S.Au ft iNS. . RiEll _' X�E; X'JUN PWS�Stl*E PAIIll ,n' MEAJIPLYING, T.CN fil Ol IN OADUT �_ CC.Pl ;ilt5f Ili ill" (.N�lj - j) ON,AA'. lHAW-All P,NETRAT" ,v LAC •5CFC-011. �Nl THE WOoo fkAW UNIT Sil BE I It." W) "FROM I CISS�V PRE-11,41C RATINGS INZiLAIED ON SNEETS �. 9 r4i At V7, is ; P(141R.TIN" INTO 7-ji 1_�- BE ',ONSol, -5 PAR' Of Ii REITUIRM TN-ENDW PETNE70till 11, QRSER TO A.Ill "CiAl Awle", ON � ,.S ii AS 'E71l Ill .0'• i 51lill A -',3% INCRLIft iN A, 1' ll i F71EE5Z FOR ININD LUADS i jCd Ul 14 THEN Vil FASTLIll SPACIN6 'D WOl •­UI1 0U.1i LE"E'RWANEL, 4 1 3) Lwiti EDGE LAVEill Lit �Ac t4::zrWS �.Q i 'i I, AS �All N Zr: OFUTIFAI . -(1 IRSAWL Ad. N 5 I 20, 3 5:,)- PARl Algol .OR WAl ANi li RES-STANIA HAS 3CE. VERN'll ,N .;i;L-�_­C1 wi I'll I i I � TN • - A, ViANAll 11ENETRAIAl Of WOOD Cl S-LI BE n,��* I, A* Ill SCINEW5 -JSI S-,A11; BE - 1 /V L(Al WNTMUAT T�j- Ae,w %E�KINFC CL.lE AC Ill AMERICAN TEST LA8 OF -,WT- 9,09i Knr)M-- ji IT-01 ANI, i C1 <1 S-4i STLI CIFAT 4w ?, ""WIN Ill Wl A`IrH All STUCCO ", P _ __ M '� 05-0i LAH 113UTH E.-Ultill aili.Alt" 01-2-ItUt. irl AS Fillil ­49 A, ASTIA C 3t5i "A"KiAtil AND wElitilt T_ 11 , - -"I' Alml TAS-i,,Oi, FTEFUTOC'llLS Mlj, e. 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I = Fli - --o-'I ! � t�40-7-�. 1. f*$`Iw­1­ 20- !75 I-- . - - I -­ — i I - - — - i -- .- - C-0t)II&­ - I mar SEAL"-"I­-w-1D-`T -," I, 1ILL,` i : - --- - - I .10MA I'l � . �. m ­� ..,' �1_1- ..---- - - --- - - -- - - ---- -- - --- - - -- ---. - ----------------- - -- - -- MAXIMUM A.S.D. DESIGN PRESSURE RATING (r.,.&JJ-Ali D�DRRE�PMLN-G-�I UM AN-CdQR­SPACIMNIG SCHEDULE FQR REGULAP, STORM PA - INST ILLATIONS -1N-!Q-',tY2QDL-aTU-C-MU (VA1JD ONLY FOR PANEL ChNSIALLATIONS AS PER ALTERNATIVES IW IHRIa 4W, ON SHEETS 6 & 7) MAX AI 5 r) . . - LIAX-two AW-404S SPACING FOR E.D - AS $NOIAN ON SHEETS 6 A, 7 APPI I1,AKI "ximuw DESIGN PRESSLIK u', TfAVAr%, AL , PANEL LENCTI I ­ r .- - - - --T I RAT"' � TAFCCIN r LAG scRr* PANELMATE rfMEALE iD PARELMATE PLUs &js.mc 1 w000 A = CtMEF ,I' III, f ) ; OF T.Ev Im I 11' Lr­ I-,- � ,3. ­- ­ If Ifow; - �- -- - 13. - . i3, 1 ,3- I* (8ww - -- ---- , I j -." - '/Z' . - - --- 6 , /2* -- --1 6 - --- a I/-.* I-fz- -- - 2w (Top1 - - -1 . - - e ,/4' 7w (w".; 5'-tr 12 112' F--/A- - --- - a' i e- 1 - 3. ITop) OR LESS m- 8- 5- -- - - I 6 . ! . 35 MOTION) 'A. ,3. - 13, -- - - !3. I -,3' - - - - .* POP) - - 1 -415. -45 !j. , 3. - 13 . --- III . I 15' " (w.m., - or, LESS - 13r - ,5 . - ! 3' - -13- -- 5 1/7' I. mw" - -- tul, 13 , �' I s, - ., -- - ,* (9cwtow) f. , �, ;- I . 6 ,,'2' -w OCR) I -- 6 I,(.i- . 1 i� , 6 ,�-- i) , ­­ � _ t 1/.* - -- -- - f. 112* 1 P ' 14' -- -- . - 2i Fwjr -I 05 --o' --- .. - - 4 . t/�,- - I I a' 5 I /V.-6 , I - I� I 3" itoot " . To 4- ,�(wrtoml- - 103`? I 0 1/2- 12* ,2 - • - -- t - '. - 44 - tTrp; . - -- . ­ I - - I !" - - , I - , " , . ,3- 1 ,I "'r . A4* �wwloitj , - SCE IFAIRLE IT FOR Mkx A.SD DESIGN I.CIAV5 & VAX PANEL L-,hS-,H.S WHEN SPACER 94 IS LESM, CORRESPONDING QN*Y TO ALTERNATE 2W LY4 SHEET 5 ­­ - -- --- - - - MAX AS',. NAX,4JV ANCKi"S "Pk:Ifila FOR L 1, - AS SII40" ON SKIM 6 Ar 7 ---,- - Ait`pl�"'14�, I ",,,ALI DESIGN PIEVESINE C N� rU"rirl Lili[F- FA- G TAPCON LAG SCREW P*NCLAAAr, , PANELVIVE FEMALE il, I'LV5 Ktm 01,1�,�ING A a. :rAMINAMN I {Vdf I I ! I , - (It ; I 13. - 13, 1 3 . -- -- , I' I - 10, (w) - -- -- -- --- .i I 3- 41- iw NUTICI - - - ----- - 6 a, - - 6 '/2- i - -- 6 ,/.' 6 T"�� -- - -­ c 1/2- --.--- - 29 (TOP) --- - -- ------ . - 6 ,,A :�- , - � - - - i ,/, - --- - - - 5 - ­ I i/2- - a- It .- - To ATOP) OR LESS - ;-7-- . I I I a. 13, - I 1"j 1:3- - - i 3- .. (lop) , � L! ­, If 'J. I j- ! I Y I 3• as (w IC.-, � ` -71, ­­ 7 - -- - - -- , * - 7r­t,r-- - i .:r - I* r1c1p; - I , 6 ,/2^ 6 ,j2 ! I,i ' 1/2• 6 � /-., - ?a �?Opj� I - � I ---! . , - 1. ­ - -- , 1�2. , , -- - I 7 g � -- - ,I* OCR - � Tu , , � - 1, . 5 5 r p'- - Yw I --i I - - ,I- � 1171z - . ­ � -- -- 3, -j- j -- , ,/,* - � 770; 1 � - - - . .1� T - I- 3- ---- -- - I. 11 I , - — --- --- I 0, � - It. r O."l-wi - f . ---- -",� Is-, ,• SEE TALE jl TOP MAY A,S.D� DES.;N LOADS & MAY. PANEL LIENCT4S WHEN SPACER � LISE). CORWSPONO-NG ONE' TO A011EP•4ATIC 2W ON S"M b--- ---- I I&%&-JU I A.S.D. DESIGN LOAD MAX(MUM PANEL LENGTH - ALI PSI OR LIS' C-R, , ­ - > 50 PlIf TO 60 PSF 5,-To. -- - -j A MAX PANEL LENGIETS ARE ONCT' VAILIO POP NSIALLATtONS I *,' PANEL MATE qUALE ID OP PANEL MAIF PUJS ANCHORS & W1 Q) SP$"W,%Ni ... 14 1"12%%, 0 c - , . " i� "', F pi -,. " FLORIDA, 8U,LDI'4G CODE (Nan­­ H�qh Y*;�tv Rwccn. Zone) I/ z z - -. "'� � -: I T, 24 GAGE GASTEEL STOPIM PAINEi . . = , 1* � S . I * : �c�- , ATE -- - - , "I � -�- --[E-- - - - I JIL COINC ----.---- ' .I,77T/E1111I$ GLOBAL PROTECTION PRODUCTS, LLC.1 j [W'L - �. . . " j OR, '7 -,��--:; � / TtLLIT MVINe A 666I;Wb�i�E�- - . , I. -.:�. - . . 'i , I- 1�- WK, n 3"'. i 2iD-1175 1 � - ;,�f � 4 , ,� : , -- 1'� ­0 I .= 'r F - , ­� -�::-_.� , i". '40s-5.5 1. -4"-.7t, - - - -- - - - - - - -dz-� - Pry, , , - "­;411. no . ITLLI I, .1 I, 2!ld-'d�- It- - - -- - a , , , Jtrz t ­ � . 1. . 1 iIR`VT" I i 4 � "I .... I - --- - - - - AaLALLATLON QE14 S R F !L--Eg—.�!.FL-�-AE-,TX.-.F,kKLd) UE-M CONCRETE 8LtiCK STRUCI"R 5 INTO POURED CON CR,ET`E-QR - ./,-. TwicoV DoSTRNIC POLWO 1/4'6 VAPCON - EXMING WIREDAN ,,CwA a Q* , CfOWAETF OR Aw-OR 0 6, or, CID"CRUt OR . COKCRETEr eIL*CK IEGVKD . ; I CONCRETE EELO(> weu.wo I � , : f, . -, : I ­ �,?" .. i,2', 11 .I-- I• I --t- t� - I -- I'll , I I �: - I" - - - : I I f ­­­-1 ,i � , , I I - a 11 I ml;j. I : - 11.1 F-IrNG-10 I i 11 111,:I'14�1 �. � 0-- 7,� p- .4 � i ,� , � " � . - Is . I S., a ) I I: I$ C.t ASS . . 1 .� I ­ - � i I � - 1-4� i I'M , ., �� �1'�T,,,,'­ 4 � I 1 I ,k 1. � ! ,a, 41 i � . ; i . I I 1 I' , , I 6- PANLI LEV.;'- 1. / ,I P ,i I � , (SE� EXI Irl , 1* . t5LL Ur" -;, ; IV SIIEE7 12I . . aff--SEPARA"', ! ).`- S-11 I :2, - . . ! II -i a I I I To C-�A� . : I I I I I I . ; I . I ; - I : I . I I ; � I [ .-,1 I - I,, I I I . � " I I ,��- , EXISPINC POIREZ, I : I I n1srho POLR­ . ; . I 0 I cc.cttl-li OR �1 I* CLIW�RCTE CA I q CO.CK71 EILDCI, ,U-mrt 4" .. � 0 'ff aw. CtINC" KID,> OFIX900 -§ I Y � �, 0 . -2160 I I f�! i . _m" 011 I � 1/iI - . P-EL,IAA% ILLS SECTION 8-3A REGULAR PANELS � 1i4-P P�LLMAIL �"Jr % 1j4Cw-II iaDl.*,�,, 9 LEE HE NEL AhC-OP 0 12 1/2- n ta ,.$ WALL -MQUId.ItIM SEE INCEM Is A, Is FOR INC-ORS --c & WWINa I� .SIA­.ATcNs WTI; mm Fmw ­ ANPRIIII WACRAS AND - I= WANCE ARE NW-ATLD CIN ITIPS SCNE:�L I`O* L 0 LESS T,IAN .1b"TO � 9CNWI.,Lf REDUCE 4.C.M Sti.--4 91 Wi.LTftTTMC, VAC4W SKY" ON SCIC>�Z ITT " rOL,D,mG I'mas Me 114 0-Cw*N 'It OF POSSIBLE_ RFDLCI[`n WACIW 01PIMMED .S%C FICIOR SNAIL Wt OF LLS-1 r- .1.1. I,Ni� NO"m " (ACV ANIC- - OR ", h - - - ,/". A,I,>. 1� ,-,K INID-11C - - - ­ - i ­411*1 -1 " - NNM,N - - . - -i 2 - I ­ --ot-I ­­ � Ft-� , 3 n-- " ­ ,­ ­ 1,1 - 4 - - - A%^ MINE w"a wAI FAcm I "Fe �� 2 I/1, - I ­ . I I/V - I SC--IE VIP- rinain& Pahl (Fame: rnmr Irv— w-h wi­iv. w­i­­ 7­1" I * � it f , 0=1 `L� K 24 GAGE GALVANPZED WEL SICIRW PANEL ­1 � V-A­11 III , � r - STATE of"�_ i c,-r - �­ _ _ . "16koV - . _- ­1 � . /a-. -W-,-v41?�-7,e-; - " �i NA� 0.4,10.10m ..... . - - ' - - I 1` . �' I I L I 1E C ; . . c KLO 'C-M-1.6 ­efw1i;a; 71mii-cZ.-w-_ -.::. ­­- ­ -­­­ -'V-Zr,7.- - " . %LL;I 1ra L . . -- - . -- -- - -­ ­ . GLOBAL PROTECTION PRODUCTS, LLCJ III,ot, ­r: I S"IPI" � . � -�itte`-I�s �­ . 1. , , - ­ - — .?/V/W" 'In 20-175 M—. �­I. I : PI m��"--- — ,-.I ­-!t .1 -. 11 St--,,LL-- - I �----�=;tlx-- - MAXJMQ.M - k$IQI--DJ;SJQJN­ PJRE,5,VRER&Lj,NIQ- -:,rIjl,,;,f .;-A.ND- -QQ.RR.C!5P9f(DtNG- MAXIMUM ANCHOR --$PAC1N-Q-­$-Q. K.D1kLL , FOP RL(,­­11,Af? STC'r'�'W PAt4j".� I I,NSJALLA-TjQN-!j--[N-j9, -C.O.N TL & r BLOC , - -CRL tQXCRETE ­5TRUCIURE5 I ,1­-'AL­A-*%S A_ rLLP SEC'10?,I THRU 5. ON -1;H[ET5 4 & 5I u - ASLl I - - -- - - --- VMIWA, ANItWIFM � - Ft* W. L G. 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'fr I ; , I I I - - � , - I - -- - -; -- 3 -;-- - - - - 3 i-r I . ... - - � . - - � - - - , - - ----- -�"j tor..- & � , , "I. t t "', �- tR I il. . -- r 'c", ow DISICANCE (ED.) FACTUIR .m I - , , : t t - - - I I I- I � , I . I 3 � . : -. I , . . I ­ I :" I I - - -- - �-- SPA,CTNC- 0!40 VAUD WHEN SPACER SgS USED. STE �r ti FOR MAA A' S D � I DESiCN L,'AZTr. & MAY PANEL LENGTHS IIELIEN SPACERIS USED. I I ­. - ...- I i - - -- - .-..I-.---- ----­­..--- ­­- ­­­­ 1ABLE 0 1 Il A,S.D. DESIGN LOAD MAXIMUM PANEL LENG`rP1 40 PSF 04 LESS _ ,I F. > 40 PIV TO 50 I'S; C.-2* 1 > "O PSF TO 60 psi $'-IQ' 6 MAY PANEL LENGTHS ARE ON VAUD PDA INSTALLAtICINS "O"., � ... i "4ft, W/ SOLID SET ANCHORS & W/ �§ SPACER AT 12 1/2- O.C. 1`9.­..!tz; e!� ` V!,`­-vE,ENS" - ! . o - - .!��\- FLORIDA BUILDING CODE (Mon N1jjh Yet*cily Hunicone Zone) : : . - o� 44167 -.. � I = ­:.1 1�10 11 24 GAGE GALVANIZED STEEL STORM PANEL I— 11 s' , E : 2 '- - _ - -,----- vir/m - - '� --p ,� . STATE ' STATE Of - � - � _ __ --- -.- IF "Z 7 � 11LIE C 0 1011c PROTECTION PRODUCTS, LLC. ,, - 20 -175 � P � f, , - , , , "o Ar _ � 2, 0 p 101'% Z " - . I ze, 11 —.--.---­. Nbo` 5. b, 51w nU!T. ZT7 A c*G,,IrIf1N** ­ - - - - — iI I - N", Fi. 3�,- ,- 1 � I'll ... .,i 10 ­ , , , , I 10,IA �%, � ­ I- ,5,In - L, , L� , f,:;r - ­­ 1­161110.1w 1. (I1!I,IAft-s­ - -- --- -- 0mRNG "F ...... . . . ------- -- 10nj,ffiPIi01Tz'W..',JRf1ii.TF � ­wVi# 0",,ER , Ti-T ,F � I .. .. - �� - ! - !­ � *�- I � .. , .. 1. I - . � -- -- I�EenA - I _ � .• � - . I -L- - IMILE, -.10-. ' I ---- --- , . . - ­- ----.-- -------- -- -- - FOR LIFE SAFETY L�?4 PANEL `i -- - - - -- ------ ---- ­ ,------- INSTALLATION DETAILS INTO POURED CONCRETE OR UNCRETE BLOCK STRUCTURE � ,ii,-. T.Kc. LI.-SUNG PLI.RFI, 1/4'0 1APCGN - (11s"m P,.Uqt:l 1�11-. FIKLIN, EX�STT,,t'L PO�IREU -/1'# ; I.PCON fxSnNC POLW-D A,`;1.11' 0 9' "I COWRIE`]: OR ANCHOR Is 9' DC. 1mrCREA 0 14cilop 0 )* 0 ( CONCRETE 014 k4c"CA 0 2* Oc 0014MVE OR I CO'4CRE7 ISLX� ��'j ii CONCRIElt 9L1vI` Co"GRE71 S"'L. . .1 CONCRETE SLOCk I I REQLqRED I ; IRFQV,Rf:) ' ; PEOi0m. � , REWFIED I ; 4 I I i - I I 1 � , 2 1 "I I '2 , I � 1,2 � � T i�i,' - ... I 4t I - f .­ I - " � '- J- � 1/4, - , ­­;=�, - I/V ,!/.* I I_ , ~ -- I .11.A - � - ,� M" f - -111!L-1-1 m" - . � f [DO "III. ; I . f tC0I I f I ii : i I I , I . I .1 , '�,/,.' , i I ! I ---- ---TI � ; i) I I � If I ) I I,%, - ---.,,--I- - I F I I;- ', I � Z/ I : I .,-- I '. I 1 � . ! : : I "' ["5-v&-q,j To CLASS. 1 � ­.a�- 0 �;�s - 1 - - " � I �,. -.;�-,, . I R %PARATiON -1 ; I -xvr i 7" - �.mliv*,,,` 1. I I ", , i - 'v.- . - C, -F , ,E% R%TT -0 _; . . : . ,A - - I � I E. MASS III .Itii=p 1, E "I ; IT it . I,L .Rftv� , ! ! ,Vw Ftw � 4 11 1 i 1 �, : . mp Nm I I I . ; � t I 1 . 4 . ! I 1 LrIcmit INcIi 7-4r, I, ., ! 1111111 . � I �: a I I I ! I -� i r II -I- � . � , � ; I � 1, mAx I - . . .A, 4 .11 , I . L' MAX i I I I PANT L -EIIIO� i 1� � 61 I'Awt, ITNGr- �� PANEL ,ENGIII ; ' y0` � . ; 6' --NCI LYNGTH � ,SLt EtCVAIWON ! ; � ; ON ��El 121 I , (SET cm*1,04 ON SKF' IV I �, , � i � (SEE f EVATXI� � ON POFFT I 7 N , I �� - I I (SEE EUVATION � I I I �, "I . 4 ! I 0 - -, -0 I :i ) ! I : "N SHEET ,z) i � - I 1: � : � it I � IT- sl[-LRAIII�4 'I 41';IAT.',� : i­, �1 I I I I - I I i I I , �� 'It � � ­ � � � � - I -'It � I , ��, ­ I, "i At , � ; � -, �A� ! I � � Ly'2 s I � I .1, . -�-, ", I I . I I � I I � 1�! 1) � E I I— i ,- ,J) I � I : .. . I rl. . I i - � - : ;­­ I,: � � , � 14 , : : : ! a ,I �$ - I toqvf 11 ie qqr­ ­ � J� I I I I I I I I � - �� , . . -c­� I , I I I C�� ­� '. - - . 10, ­­ � I � 4 i - I - — . I - -1 - I � I I I ------j I,: ­ . ­11 �',•iitOt -­�/.'., U, -Ir 0 E � - , I - ­1 S:11,% I =.S Ix 1 -- -­` 0 " ",Y` ., I I 0 1 l '/7;10 1 i 4 1 ! 4 � , i ! 'r I 1 /," :*K,,: - . � I - ./.,. :AK01 i4l't TAPCON :;, I /4-0 TAPCCIN Aw"Op 0 0, .c AN,-T`oR 0 9' 91 A�010R 0 9' C, �� M0,00 a 9, Oc i,,r."1NG POJFILO IONCRITI` r-, LX.11,kl -0,,Rfi cr,NCREII Nw F,,ST;K FN)-dKD C*NCRM OP. O.STY4G POLAED C04CRETE �14 - .ClIrE OL,x. REOVIRCE. Coll RET 1 9,ccx P�CvRft� C'*XVIFTE ROC- REWIRED CONCRETE G.00� PEOLORM � � SECTION R-1A 1.2 R�-PANLL SECTION R-2.A N•W"YPANEL - i 9 REGULAR-FAMIL5, 9 9--REGULAR -PAKU 0 I MOUNTIN WALL-MULM60 IWALL I SCA.Lv 318.,- ..... NI,'FI', ,,iA­� 1,18.• " I 0"'vo ; ,�,,,Iik , r1q,"'!", I I... " 1. ­­ ­ ---...--.-.--.-..-.. - ,/.-, ILE I SHOM I! a, I a rV* --clon 41,11i"m "VE, "I" 6 WAGING to- -V `cN5 INTO T.-=" IIIWI "VAX &A-DON36 I 104VI, . ""I" SPIN't"'CS mo IAN 11 MONAM INPI0. SNOW 4.I ­.- 3 EWE .... A`r")m AL,4D � - , -­ ­.. - - -- . , * - - c.-- (I..) ­- - 3 .. =� =,. , scKDmE I'mou NNCTOR W~ . I I � 8­ ft,o . - 3 dr,"El"j, Wlt"*� WAt � s.QMN 10N Sc w1t IT, TK 10.1o.m "Acyon matt ww��-j--�- =. . I/,' 6 I foa "im opmItot, To GE mma-1 REDUCED SPACIVO WAINE,f) 14M 04, I-CTDP S,,ALE. 401 K LEVE Tw . ; "t* I , .� spAcNC 'Noc-Ttiv FOR ci�- �TIGR "m - T.`F scNIFUL-1 I I!,- .- I . ) IEF4� 11.1-1 -.!�� ,'', �e ..-' \AEPQ � , i z I S z- t : No. 44167 '-. z z * � i I . = It q * r FLORIDA 4f� �-- - BUILDING CODE (Non Nigh Vinceity Hurricane Zone) " - �':�. .... - r- STA-E or - 1 24 GAGE GALVANIZED STEEL SlCft PANEL � 1"- . , - A . 4"rg , � - --c:- - ,­ -94F� -- - -- - -- - I I I L IE C-0 -1-01 LGLOBAL I i- -- --- - - -- , PROTECTION P"Dum. LLCJ -24NIN ./77/un , . - .�. v I � . C 'TTI !: /--1-2 ) - � '! <, 91-m-MILIM"ISI co.."A.", ­� * 40M 5 it, vffw I WK. T- x;ip'. ...11-44'. . ---------- .L sz.Ljis­l�" ­ - - -a -I. -�.'"­, ­— �"­"`IVi1 ,.N,1" - nt.n .. 'r .4K (-MAI 7. fv`T%`%-VV F-Lmw�- --- - I - I - . I — -j.j- .. - ------- - - - - - -- �� - - — - ­­ ------ -------- -------- ---,--.--.,��.����-------,-��-,-. INSTALL-ATI-W-MAWS FOR LIFE SAFETY INTO WOOD STRUCTURE5 I I - _J 1%000 NEALAR , 01troumm r - -- - 114-. 'ARCC, ; I wz "A 0 9 , , c. ! I � I I I .1. 1 L­l --- 4 ; I . ----"- ­­­, I � I I I ; - -- I I � �� ­1 v-: 7 I I . -- ; I - JII I I I *'ao -A , � ��*.- : 14NIA" � r-.n "" " *`P . 411 1 ' PANCl LE115' Csfir ELCYATIC'I . I I IiIi, � � ON S"Er 12) :_--5Lp.RA,T,. -4 1 - . " '...LA SST I I 11 t I - � -f--1L--1---j, .. � � -, , 1112 L­1 ! 15-) 'L, I , � `:t vr - i , I jjw I I LQ I , - i % � I -t I r 14 - � I . � - "XIb i I 1­,­1- � ;j4*, PANEL"Tr 0`11.6 I . ,LNCw-YR 9 12 1/2- n � ALTERMAML -JR---3"- 9_11GLIA.A11- PANELS WALL-MUhH895 S;�:Ii 5"RIT" - — maill. I I NSI,MLAT�ON ARE ONLY VAUD FOR MAX A 'M�,' : J)f�,'IGN PQfSS1jRj RAIENG�, �p %.f) AND ,-ANr, � LENGTHS AS PER -LFVATION DN SHEET 12. v FOR NEW WOOL, -AUE CONESTRUC10% WOOD F' MEMBERS TO HE SOV7)1ERN PINE Nc 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL . . ---- --- --- - - ---- - I r� I LO 2"., WOO PATE Proutato ---- ­ - I .0m NE-mp I_-- - - I - - - - j � ""�`""O Ij4-f 1APCON . I 7 Amcw'A, Is 9, r, c, ! � i . I - i7, ,�­ ,,I ,,i4 . , . I . - f w" I— ; � : - T : !�11 , , , 1" 'E�,:F—� I : I .. �- � q : I s's, "11, -p 4 - I I " FA CITi , - , I I � I 11 a 4 . , 11 11 1 It 4, ! I JUN 2 7 2g, ;;,- I,- I , I 1 1 I 23 ­ - 8. � , ill , - W : - �--- - - I 1!�, - I ---- ..,,. FpI � �r Q. / L�-, : . I I . I ' , I . I - I I . ---- - - 1, *\/ � ' - I � Virtual . ' I � '�'-"A"'- Review Assist, I AKI'let, c 0 mpt te I ! ,R2W'Review e . -- I conipleted and Ppro compliance w the � r8 v I with . the 2020 Tf. �ro . 3El Debra Annp ig.L.- - ditf., I Friit,­ "ov., mw,j3m;w4,-f, FAIII-Aw-Y.Tailimm-, I '41-.1-11-11", �k;, T�,;41-1 Z-�,,� ........... . -P-- ,��.­*�,,Uhse`-. % , . I I - NO. 44167 '. -T FLORIDA 'BUILDING CODE (Non High Vetiociry Himicone Zone *• � * � * Z 1.�,, L%11 � 24 GAGE CALVAN12ED STEEL S70RW PAN 11 � OE OF .", z ­­-­­ — 0, I.. 410 . z -.-..- —1 ' -- - � - - - - .- .. . .--. ­-- - - I - I., ­ P �0,.- , "I OR k!�-, - �`­ - ,, ' "/rv/w - - . . , - 11 11LIEC 0 EPIC ,�, GLOBAL PROTECTION PRODUCTS, LLC. .v - '� � I 111/ , .. 1, 117iffinit ­­­ -.-.- AI , .�7-1 1 itit 11 T-- Is FNItIMINICRINo C-- .-L ­,z, ,ib� 01 --,=- "O."ON110", ; , , MN,. - . �, � - MRMIA . ... m-, 7, 1-0. - . - rM*j .I--,.- � ,­_0 ­ ­ -- - - - - -- I N. -I vFA/%1NATLA`F1`txn -It. � 11L,�,` .., rh n, . . I qp,� I -­ - w- -I I i - CETI •�. 01 ,@ ----- - . - - CA-0"7-11 - --pA I, , , # I i a) (1) r- (n —m (1) -1--a -0 > C) = m L) 1 (3) L- (3) L- CD- 0 (:L) 0- 0 L- c- m -0 0- - ­ Cm -f­IIIIF L) (1) -I.., (f) (1) 4-- = Z3"- (2) -0 0 0 -0 _0 = 2 -= Q) 0 ca- c �2 3: c r_- .0 U- — cz 0 -4.-- cz ,,- 0 M > CIO ­ w a) '.........., L­ 0- c- (n m ) ,.� M 0 C - �— ..0 . r-- C/) < cn -�-, L. (D 11 I I Iff ------- .�) (13 > 0 ga............., U) CL CL < (1) -+--i 0 Z3 Cz 0 L­ 0- 0 a) L. U) m " co :3 LU :E < 2! < -j a_ SHEET N0. SH 1.4 .xr r.Iw,Ii�iYah`,i6as..I,dV.rA. tf:ia',�-.':. .....e.- o .+s+ J.r i(4sr tilt;-.x .T-,y ftiiiS.,AL,i A,..a' --+a-,.€4�suPfEAs:-Ix.:rltta:.lA.+k1r.r;E1iE;ahfinev. _._.a_.:.�,k-:i%A", a; " ,�.EZI/18„ ! F EZ1W/1J3 ANC RS N, - ,it sLr ,.,al w: tdl 6 ALTERIAt,1{ [I ­a - • - ] vo..- l _ - N.,, ! 19 Nrir; (SEC ; :: 1 t »10 9 t`P` N wit, :-: T .. 1. . „2 '. D.. I '. u1 ID o 0� � o' io1 1 A T , I 1 . -. ,:,: , I .i 1 17tj,R.. Fl` - .n;,f. r eNi' •at, L.. ' A 4 � 'M I I I L_' t o f l' , 1 S :1i3 i �rt L *t Af i''- AF2� __; .,-- 4 ' r - � '',. I - =J - - r_ J J L '. ! �I ! _ 1 .J.1 a L- i- - -I , 7 � i_.- 1 __..r_ L d �._ � t i ' _' , I 11 .^ ;-3W.' I - :'cif iT. , E I 4 'wFllvT f.J10 : `I �I.,"' ,f ?. /'e PZ11v/ip TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL _ 1 SYSTEM M . -R '0w LNLRLv u"• " AAA-C _k- ,�: 5 "., w,A. GAP j .--- ­- 1* - .1 �­� 1, , I I -, ,,, � I �. -, - �. "" , '4� 1 L ,� 14 �� I I � , �r.5_'..�.L.`^��.4 "t hill "_-:L. ";, rwr. ,. A. I. -_ i1,(Lit (j' I'll `;do- ,F '' _._.-__-__'_.`--_.-__ -- - ._... - ' - _ "A CAGE GALVANIZED 5'EEL STORY PAREL I 11 I ,,`= t' `�f rJ C O,xc {GLOBAL PROTECTION FRt?DUCT6 LLv.' r_ ""• "��-'r�r'i ✓'-� 1­111. r+EE41Nea - - [ -"--"ea+r ,_ .. ,,..-. N �. .eAl-P . I10F�x. r_ �•rr _ ._- 7+ ; '..a. F'_"Y. T- - I "__ I.wr^ - , ENGiNEER1NO EXPRE5SS PRODUCT EVALUATION REPORT Se ntemoei 15 2020 A Bca l n N ether iy1. I o u! 17FlM 1- R _ _ 2 EX Project Number 20 31543 Product ManulsoMu/Cf All Arnencan Shutters and Glass Manufacturer Adlhess 1540 Donna Road West Palm Beach FL 33409 Pradw.1 Nana b DE's6np11on 249a GaNarized Steiel SiDTrx1 Panes Large 11ASS,19 Impa 11 Resistant Scope of Evaluation: n: T?NS Puidurf EYalu21Y4n Rep011 Ia bN ng PSI Uet; in acictlldinwa, with the IeVuuement's of the Ftcr la Departmer]t of ElLmness, and Protasslonat Regulation (Florida B1RNLng Cortumes.siorO Rula Chattel r r ] F A + The h been 6 3 005 „ _for statewide acceptance Method d e odlati raced above � D$. .120- Apra Poi / 1 tar INstad anti/or evaiuned a; surrimanzed her" n to show conrpliance with the Florida Birki,ngg Gnida Seventh EdAoi - j aYw.Hilt he purpose Intendedit loet equro mert that req iw � DY it. Cote Re-evaluation of 11*46 produri shall be rEAATlhred loffowing peri+nend Florida Buktmg Cade norlittications or revisions Substantiating Data. . PRODUCT EVA LU TION DUMENTS - t A . i I tP n 1 .M et I - Ex L+rawrr a20 ] 5d3 tined 2 a Galvanize I Steel 5 ern Panels HVHZ 8 Nan VHZ, aEN+-Ls 5 °0 t) 4 P r, prepared kW EnglnEErir•Ip Express signed 3 sealed DE Flank Bannart� E rs an ,n11rq)rta parr a Ibis Evafoatuf, Report . TEST REPORTS thirtorrn static Struchel l tlerlOrmatae has been lesled in aCc,-Aidance with TAS 202 Ies'i standards ixel lest -1'r 1 I- re n�sJ a$T-Asti -� B eckwaor Tess nc t Go DY nB ,u - i - i n r r'1",, 7 c.... hTAf1 La' a nvssJM Li l slslanrE^ a N3 -. etc YoaaJ n Thlt +an,a has Eae•'Bls [esiralJ 11 a..c Ore Y/l e Wn1 .1 n7 L+ cY CJ lS'R 201 and TAS 203 INV 51andill 1'fe+ test reportl;s'k 08T ASG-1?-OW Dv Blackwater Testing. Inc STRUCTURAL NOIN GCA S CULATIO S L E EERIN CALCULATIONS Structural engineering , aiculahr,ris have been prepared wr-h "Irritate the product baser r com;#rative an(Vw radilTnai analysts to quaIAN the loilavang design criterne. I Max lr, Alllmah4e- Spans 2 Minimum AR,Iwabile Spares 3 k1hrin eart, Grass Separahor 4 Anchn, Spac,riq I60 SW 12' A V f NVE St ATF 106 LEE. RII E I D Bl AC", F, 0R: DA la4 d<'_ (054) 354 0660 1 i966) 396 9999 TFAH,1_DENG:NF.AiNGE1 aE55. cc. EN4INIEAIMGE.PRE51 C04 if 1h, (f, ,,� A�HIt aw AF ' ,, d x,; Jr. , A .. ' rH. JI ..n._ U t_ Iliwc 2 nl '-. Nli Ari en an tihtlticr, Anj flla'w -- :49a Giak4hIlvd St,vl 141i i°I'1 Pav& No 33% increase in alk,vable, stress has been uaod in the design of this product SepaIntun Rrnn glaring is. not tegcarwi tar instalfatNlns outside ct wind zone 4 and essanllal facAhes impact Resistance: Large impact Realslancs has been Cfemortalrated as eNiderleod in ureven,rsly listed lest Iapdrtlsi. and ,s accounted lot in the &WIlaenng design of this product Wind Load Resistance This Wod,-i has been cerssgned to INslst wind Icads as look -sled to the span 5chedule/si ON the fUsper_five PfoQud Evalial,on Oaxumetcl {i a er"ne9Tdng d,awk+g) Installation This produC. shall tie drstaRed m MINN compiiance with its respective Product Evaluation Doalnler4 e e engineering drawing). along with aR components noted theren n fl 1 n' I fi in th t 'r ' respective Plod is valuaboo Product corrgorle is she Cie o the SEena- apes ed a product 9 spe E l t E Document (i. a etlgineemog drawing) Limitations & Conditions of Use: 0 Pr e -r ha. m irk! & �rol rice wiB1 [tie respective Product EYaAIi]ROn Ebcurrera r _ 1150 0 lM1ts pfOdi101 s Do s ., dot vc i engineering drawing) as noted herein All suppodlr]g Now slruclures &hall he Je-vgnad to rerslst all supeWnlposed loads and shag be of a rnittartal msled In ltas products respective anchor schedule Host slructLge'[mditions whrct4 are not accounted loy In this puaducl s I"Pectve anchof schedule sham be des,gnxl rot on a site-xl-Cafic basis Ind le Bred piotesslorret engineer Ail con cots which a epermanentlyrnslaedah R be against coilol-n contamination 3n!2 other such damage at at ON" s T' s n - n -.. 1111 u e m and wt slue the Hi ow hut-''.ane, Zone H VH%1 tl,. "'wn'dut'E"C has tree {Teti Atd L s w11h t V C r sit' nY g R c,jw1-il,uI% ^,I- -0 - 4h ,aM t` Frank Bennardo f l.. ENGINEERING EXPRESa :1'fat46;4,.i ('CrY AHthi •t1t)14 760 SW I? A,Fk.i 5L:Tf 106. OF A Eln E`t 'N F.••a INA }I441 (9S4) 3540660 I (8661 346-9999 TA..4ENGINF1PlS.E FA Cam, ENGint:FASN(,E•PRfs, C,^,r CR [�. I, . ',ar.r FR 'TYn iLY/// // ` % �, I I . I . . . / .rt rot-N -.: / . . ', _... ^� , 11I .a HIA F 1. r A t'r' - ;,^ V j///A3 1,7 D 7 ,,. Y .�,� 11 t � f f . g� -I-1r.' - .. AT7�� _ Vim... •I, � .r»4 l•` ,IJ :e., M1 n as R ✓ ^ t, N a 1 I , � , IV -r, N / / T i f ?l .ffip}' rl / If /// + t F /f 1_ R H .T` ! r .... rn -" f I r , ,r r -:- , 1 Jp -•C- �Y r r' _ _ / N , �= %� � P �'. -" T4,@: F?ff�N rv,} - / 3C. - 1-ri'`rr� e•t r v'�r->a�-sue ._ i9� 3 ter., n =ri1 , ':H .3 '� .. 'rIlJNii:F. - wr:: N, SCTtm ^r _ wz --- T '. CC 1 c k L R•. _a1 °r ,• -.,/�. +1 J J �T L 12!<' Y-K-.. -L-,- t _ Ir L La �i- + - iL "MALL S^LMI r. M JpT•.,r n , C `C - 1 - �> . w, >N., -?Pn4. irr. .T, i, lA +s 1. ,TArc ->2 ��' (*� Y •-�I I - , .. >d •I F rr-r. - / r I _ F 1 'i 1_ 1 i , ,n.' -A - �1� - i f) 1 € - , �. ccut -- - _ _ N.. 1_ - 1. Yr-�I-Nils _ - - . _ / 1. �, _. 1� - #nE 1bY;FL 1!IIEi�E :I1. / .ti r ,',A° I, a, 1-.11 - e ic =Taft Cif h A - / / �,... .1- // .11 I. I rI i / / -Y I' ' -/ ,����r��mc,.,gPip "nA. GIi1Ft/&CD All / „ ,,,, x I 20-31543 J IN_STAELATiON DETAILS FOR___SIR':_ES_ 2000 E,. Z HANG-$TOf?M _PANEt,__1. iM3(�Pt3V ED C0 RETE. CONCRETE_ BLOCK_ AND WQ ?�- TRQCTURES CLh+-AEA 'fit +'. !AI'ok CCr€_RE- to .. . I' ANry,(,q 0 12• ' kt,Oole --. v 1 ' 11 q I., ,' - !- i ?I ' t e AP:Cii. - i ;. .., - _ _. WrNlt+ mc.01,.r1 . I.., • „LK HE." .,Li •, e " _ „ rfEC1V4A'[f' ''„,REW 0 „t",•.- : - l L -. r 1') Z EDG_ Ix I - 4-»�k_ I _ 9 1 .;, I', �� ,t. . Sot ; L;-�J� 11 _ I— • , .. t. _ *t _ -, 0! Sid �ARAi3Ob - 471 P'.T eAi4:. i I Nr" ; iI' A" INq. 9 U LA.55 %. .. Y C k'Tti. a' 1 SEPARAllco, r S ,NC .. r_ OtA55 _ tl 1,/I d'f t, '-., 11AViINUA, ill', . 5 I t t r CL-, 1 N Y , P I_ W I 1 _ W-.71 1 S - 1, _ - ."iS, 1# ! r/.* 14 rt-a R I I. ;Z •ryy f � i6 7 I Wl ; PAhEI 1Er.L n� a I 1 u oa..c ® G1 P R i �1 E A '.. GL SG. f l" - t U N I Nr f ,- S:PARAT ON -P jl•ygc q loa I ( y 1 tie, 51% AG-- ,w- TC GLA, I R I t, , A u f t tr - - 3,j1 11w I i _ ) �,4 S'U' I �_ _� - -_ u a 7. 2• • Y i 7 1'r A ' Ak HIi< • ' � T , .. ; . r N. toL,P! L }CAI L A( WALL MOUN7,Ij+(� ° ..z; ALTT.ENAM L1 t W -_ - ------� s '-'-`--� 1 I.'.' h +.r I _ i-----------------_.._.._.. ..__._-. d,+t. /) • -. FLORI�A 0 I. •'d- COOL lM- ergh Void ', ft=-�, T-.. _- - �a J i , , - 1,'. " 24 GAGE IALVANQECJ 5YEEL STORA+ PANEL I. - " * fr - -r EP. Fi-�K-`-' --.-. - P ........� _ _-_ _.. __ .,,.. __.-_� �g�'^� _.�.�,..`W'.'_._..�..---, _..._ ._ .. i 1 �. ECt C O GLOBAL PROTECTION PRODUCTS LLD. p c , i r•.x.,... Sbif••_, f. - 1 'tY,. L 1 C I—.I u„ -g,., N01- 111 ..'111..w4, ._ 4s A1v s. 1 •.�• I 11 7<_ -...- _` ., ' - -: . -.. �' .._ '--- _._. - __.. __._S SHU F ERS AND GLASS24g ALL AMERICAN �L�;.AI VANIZED `,TEEI ISTURh'1 PANELS �HVHZ BE NUN HVH ! rV1TJTl-1 -ftui. JTE t YPIP.. 10FA15LSi1Ny_. -j _F "Tt'NT (cL.ONN Tr P, 7''Vk AREQ' Di s, _TmTit",H4 '� L ;I :- I Y-. -BOLTS *I. w E -- - WINGN I U f M1 r FP FN `A" �Y,'ERL4 Q� I R _ ii -. APDgvtj`L FSr, , A-.£.- '�Y'> 3 � _ RAN V`I EN:1 N-- � o A NZH f1 WW- rr.: W �� - - i -1 L- .11.1 IL '<1Rf,.y;i- - 5C'TTCM MCUr/1 _ CON NT , L -- _ MAY BE Al TOP, -�' - - -.. D.OUTTi'� r _ TYPICAL VER I ICAL MOUNT ELEVA I IC'I,; I1 P MCOW Ir, N 7V h': RE' TY PE U a. 0 sl N 1a4 1 v I- I 5OT T,OM+ I f 4CUPrT tL_nh r -: . �' F '. 1,i III. �« j 7 ., j z ,a ,, rl ,I PI _� - i+r L:U: r aw I i --r I LC_Tt' . -� �.,. L l �. ! I I � N if, Y NT P,ki1 N T, C_N i4 I -i._ �I�I I - 1 �'I I T r TT ,.r:J711 rr )rdr - 1, Tax iSPA" 5wL T- I 1YPtl A PEry VI ']N etc T at o _= N t]E P,gT•_HE .. s u.FC7JISE� ` J(+f if hPl. Y. z" -'T -M !,VT CEC i•IA. y.N lfrn(W5 AnC e;^L S IVITH Ikd,L+HErNk _,, ..rF FE _C4 - -L: i`.•'; . P1INr,PA . FASRNEV Q r .. Sf ti..'•.,'•y, Y. F�I_A7501'li(1=AN il_'.. _- - 4FW:'Wi.tEiPAIl T1=11- VEl.TICAL MOONT ELEVATION C-2-�) i'NOTCHED 1=PNEL�--'i) 1-L/ - _ . . - MAXIMUM y11_I (V,rABLF � �, F*41 `9; DESIGN RRES .URFS � Tr,.+ ISJ�u c� L N fE ,li;N V DESIGN NOTES: „r"= Kv ITIJ'Ff'ND NEGATIVE LIDS.:all PR.Ec'IREc C ALCVLAt ED F}R,.'5E INTI`h THISS„'STEM .HALL DE:rETERMIFI£LJ P FlS SEPFRAtT Ef_INEE'PlfVwi lNA OftC7,AIN;F b51Ttr TR'E� GCVEKNIN C'r3DE PItE"a,, RE, FLFMENTC AS DETER]4I€F.CS IN 4dXALDAWE W7tH AE`CE 7 ANO C1`AV1EA . TflbRIDA BUfLE IW ,'OVE HALL BE LEI. T1:AN 1'� 7 'YF THE P0&ITTUENEGATIVE DESI GN P9FS1:irR- CAPACTT I VALVES LISTET) HEkJN P15S1 AN, 455EEfa , AS SHOW, GENERAL NOTES: I, ) T ' SP ATI(1PI RA F : AN A N 'AT • +sG L rFT n IN I r r D,IE 11 Fu/i IO 1. F 0. ED AN Y ' Rc ,NCE E Ttir.N1L BUCIAWO CODE ITAS NTX €07 AND, ' I AND OUTO9 ::f ills NNN_. PE AND C.3#202 11 :,ill AMEN Mt SMALLIIC ST." I AND C�DESM Tt _ DE Hf Auh IA Ai i WHICH M♦Y APPLY. "I'L SITE - - - T IE Nf P_.N H4'A ALgV1PF Y CD^ICNAL SITE - tc'.kt6. Rp 13.1 s - J1 ABLF S'RFSS NA5 aEEN USED IN rP.E I OE51Qt OF K'MrFr' V A A_ 134E CrUAJ €'' FRE i. 0FOR SI PN 2_l.. aVPFRST'BnL•Ta AL NrrrH Vr IIiH TNI^x OB51GN IS U5F6 Sn•4UI, aE RC M!i56LE FOR TIIE 1NTLyRIri OF ALL 5URPDATING 44RFAGES TO llu` DC.IGt1 ^t(H SMAlA BE COOADIMATED BY THE P014trINC. C.(WIXA 100. P P •11 5 R 5(O AT€'SETTS KrFIC'S€A1€CI .. Gt re clo y'ArK10( 10 R, GA ER A FR• M A h 1' dt F L IL hhC,� D TO OMATE ] LO CFttCT70r 5 ANS p NRACO TAfT TH1 1pg, CiY. a 1 P aT rP [ r nl- N&EIN. C JN A ENG1 EER L E .aA E s A t .AL a3L♦Ti_ li Pb NAT ar.E'UTPfn Mf S�'STM LRA:L[G :•9N F55[&G SNOT rPWib€ i INRbRNATE.C'� FDA A smunc S7 FGP $IE C 10--IHs C6 TRe.l rRLM I iliE 1PNUONS DETAILED NEPEik A WILIAZED INI;P EER OR F,WWrERE0 q .ACHr Fir S.A RAEPARE On SPECIFIC ti6'LHAERTS 111. USE 1N 'C610Vq. ZlN %'MS TIII5 pOCU EIl1 i ' I T II a. bESEGN n BY5NE/TF_DNERE]N AEf. 9•SEb .]Ni 14%{MUM TES E. PRE3sURE5 D1VlDEO EO ay A 1.5 IJWr`,T•I FA%T A 7 LLLL CpSTFHffRR{ T�F,1 W }CE10A GREATM b G E .NnF 5 Pi 'lrt .7.1111nSE 715411/l16 Sft qLL aE _AbN1 H PL4it`J 00 T ERWMt 1I CDPR::51ON f. ,ANT MATER.A <ADS A.1 `Hf.Y W.' PECIFi:'ATICV '. ICA ni,L,.N4 iMsIAuCTUAB -CTM4I TB THE. -Nit JN ASSOCT4 1N INC. &AN( APILI':BtE FEDEIkA STATE, A ICI.{. J'3-L SDE6 0 .1t. SMR PANPLS SMALL BE 243 SW- r - ?A 9 aT RAI P N All P to q TI 5l3 eft r 11P L.- ;3 All Sri TFYNC, ] L q,n>• CTtE L. C/i¢ AL AI 1CAT C AOIJ5 win, ! 1 L .14 T 1 ASI r Y¢ A4 ALJMIHUM EriTPU.+lOH SNA160Ea+YA3 T6 NWM3NUf AAIC"i 1 JNi ESS W. 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Ir. ++a1 -IRAO,rkc Ia 1�.� rJ'i•Iw tz 45' id ad T 11 IS.S 2 Ja 3 N iP,P 5' 75d rot' S9' Szs 125" 21 " " L.S 15.1 9 - e 5 50 z P11oD 7i. 1 .l• A.. eC'aL t2 S' 1a.2' IS' • ' E 2S' .1 12 I' 25' l:S' J23' . .D' fry' 1I 3",21' I.Y < NOTES: ANCHOR N O S: NNCWr-0HWDULE it P lf% TD 4LL PRO -r D M P - 5 CCh _C,ETcttT E E1N aU1 COAL, PRtA'IDE3 MA%lNUM ALLOWABLE ANCHOR SPACING MAAINUM ALL wABIt SPANS FPEsuP�t x' -- c IN SFAN SO+ECULf StNLL AFicLl .RAN P FII t R� f I ENTF Q+L7R SQIEWLF 6d5ED ON AnE_ SiE iE _FOCI G THE E=1ST1,'G 5TR' JGRIRE r -r hK ERlAI. A PJ4C1LIt TTPE SELEt, H LOAD rR T THAN A T _ESIG . ER FR Cri E LTCAt�4 7YE C¢S1Gta I r LCkIC ONI>]R7TTEA AND SEIEL SPAN GfiATE0. {MAN ]ftEQUAL T'OSN1nTFIR SPAN, -1 LET E _ CONNECTION TYf'E d4SELI APPROPRIATE N47UHTING •YMPIT[fiN {9 FE MOt•NTiC Efdill CH tSHEEP 2 FOF1 �?ENfiri'CAA'iGA^ "I '„F {Y_rMNEC/ I{7N NPF.) I 'PANEL RASTEHFIi W STUDS USED IN DONJUNCfION WITH ALL r40uNTIN.7 EMTRllSh]P!5 `,_, T E ': r ' ( PJICICaIN# DALE ELL i15E 15 O_ PANEL r4STENcR 7FAQNG TNELF Y ALUEJ TOR ' H A r f ALL 11' � AND "U E CLEFS (INCLUDING eU1LG7UT .Cl ,pirlONS 4 A 11! TA A N _ � sFIRLI 9E INS LLm ill aDRC4KE IARH 14ArNUFA�-, REi>=' Fif _ MM 1 6ATl'iF - -11 ' b E t _ �c. 5. "CtWW BLOCK HOST STRU.'T RE "A ONF - U T Jk79 TO SC7 CSC BLOCA 6 MMINEJM EtABJEY4f34T SHALL a JL5 11Mi� 1N A+rC11• R --Glef lie E D P & 7Eli M1YMEM6ELM'f Erai AMC EnA4 t:t&, NLE EaICLDOES STUD D7 F,)APP �EICN AND OTTER LNA.1 Fi NISNHES WAL FINISH, SH4L 1M[1 D L 1 BE E TC $ RW. SHALL EE YERp tED B OPNE0.5 TD A Cl CVt4ATELY TP ANSX-Ek wctacs TD HO'6T SIRLICf URE 4 1 a. Ar NOTE N ill .A r 1.,`. r _ON 7iETE ♦ FID0.. D ERE � LL BE EMSEDL>FiL ti .N _RA_ D C.e1NCR?E LY ME TE i i 9. WHE YST7 CST TU N F Y MAY RE N rtuc RE IS 'LIDO M12AMING E fST7 HG C ITiCYf A VARY FCE - CPip C VERIFY THAT FtiSTEr/EFE. ARE IFITOAOC-N-NIATE WOOD tR'+MNG MENDERS, NOT PLYWOOD. F.AETENVNT TO PLYWOCG C. ACr EPTA,KE ONLY FOP 510E CLJSUIM! FIECE< 10 w'MENE ANLTiORS FASTEN TG FAdAWw FACE OF 51VG FRAK N6 FASTENED, SHALL BE LC ATED IN ;ENTER OF INOMAIAL 2''1 4• l41141 I00 CIDSIU6(;14" EDGE LIST AWE IS ACCEI'tABLE FOR. WOOD CT 7 r r ` FRZJ•tlNGt VrO(JD , u, 5✓41lL BE 'Sgd1 HER" PINE' G-D,55 OR GREATER DENslTY, I,A: I Stl14LL HAVE N#t' INi. PAN /IEAG OR eIA iEAC. /1 20�� l i WE / ELF e:N.. `. APE �'0 T V T- ALL, rA7 N-P'IOR_ AL AWE.-MI4 _ LL PONT',PD[N15 �A../C�SF 5 BFUSS i 2 MACHINE TiREw5 WALL SAVE 1/? MININLM ENGAGEMENT OF "THREADS INTO THE BASE AN AND MAY HAVE Ell A PAN HEAD TRDSS HEAP CAA WAFER HEAD (SIDEkYALA BOLT)% ONO t] MING MJM EMBEDMENT AND E0GEUSIANCE EXCLUDES ST9CC0 OR OT HER wALL FINISH€S. 74 M DIF&IGNATE£ ANCHOR ONJOItIONS'AA!IC H APE NOT ACCEDTABLF USES t5 * C1RKl MCLifTING CpID!T!OrE IS LINEAR ENTERFO.ATION 1S NOT PER WrTED FCC. U51V THE nMA'UL15. I , TH1S'ShEEr rtuai Review Assist, Inc. !view comp e e an anoro rr)r compliance with the 2020 FBC 7th Edition by Oehra Anne Kiahr PX2300 911 8yya1 .-CC gFl Z --``+ nn (D W 7 _ ^ 1� M (L) W O ` L N Q CCD-. O C Cz -o a- � j 0•f� V) W -0 CI 016- % N O � C- © 3: C) LL O +. ,� � -0 l O O (1) L­ i Ln Cl? CC (Q 0 = (Q 1 1- -0 C---., � A< C�oIN -b--i 0 Q) � `- v�.Pd� V a0 i 0- 0- -+-'J U 0 I- r0 V I CIO I0 LU G Q Z z Q a 0--- . .5 I I I L L __ .r I. _ r 11 1 i ^1., , . A _ I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 31EI" CEMENT PLASTER Y 1?. MIL DR - LOK. M I - MASONRY C L SO BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK-,, 1 21 SEALANT JOINT L 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAMEWINDOW BUC MACROSS WINDOW BUCKAND EXTEND 1C) t.-WINDOWFAAME MASONRY --_ ATTACHED PER COD= 6) IOOLEDSEALANI RE+QUIREMEPiTs BEAU BRIDGING CLADDING AND WINDOW,, FRAME L 3) SEALANT WINDOW FRAME Tr WINDOW BUCK ALL THE WAY AROUND. INCLUDING .ILL SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE ,IAMB, SILL AND HEAD D£TAIL. APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTAL.ATH TWIN TRACK 2.5 14" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER - RESISTIVE ;. FARRIER FOLD UP WEATHER RES'ISTIVL BARRER , TEMPORARILY SECURE S Lr"21!-E ti •ter Y s EXTERIOR • Sk LF ADIitrFL%) ,bd!r,°_� `. I SHEATHING 1 r I ;'Ir,Id DOV C,V I FRIM lO!S I AND A WAI i RY (i IN A 1r't+EA 1 HER i RESISITIVE RARRIFR UNDL -- DEC:KINC V1F071 V SELF -ADHERED Fi-A`SHING ISE.E:.)FTAIL .}'I HEAD FLASHING TIE-IN INSTRUXTIONS r ' 1. Gut, fold up & temporarily secure weather 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 heap (`2 t flashing and seal wrath tape _..- SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW W PO 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SI E)0 NC,)l BOTTOI Fd.A . SELF -ADHERED FLASHING HALF ROUND WINDOW f t { r I I I I SINGLE I MOIST SELF -ADHERED FLASHING SCS 0602 WINDOW FIN INTERFACE= WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST k�,, ilWv F1 DOUBt. E JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING !� (2i YYPV/ SELL -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH----,, WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 0# in each detail that corresponds to the numbered items In the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 112" DIJROCK---..--__-_ 8" CMU ---9-- 4-------____ �� 4"ORC"CMU (PER SEAT DEPTH)-'-__.___ -- FILL WITH GROUT SLOPED MUD BED - --_ VINYL SHOWER PAN a -- E �L" i SHOWER SEAT ROUGH C)� WINDOW UNI I SLOPE FLASHING REQUIREMENTS 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 s r .,• RI AD OF (0.6 cnt : 30.5 cm) include flashing as described in Section R703.4. AD I[ SiVL TOBi AlIi, Ni;; d � - SEC.€=-ADHFHFD F1ASHING rill HUi D 0IE L r 1r F,r I .P� +F JAMB t;x i ErdiOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water N �Fa61P°i:' �)'{! `�+IJ I !_I' within the wall assembly b providing awater-resistant barrier behind the exterior cladding as require b Section R703.2 and a means of PP! r;F (,At _1LK!N( --- CI -MT. FIN y y p 9 g q y - BUILDING; PAPER draining to the exterior water that penetrates the exterior cladding. I-i F-ADHE.RE;; Y , A:,, i[N:_ - > �--- WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other uI `7t R approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontal) P P P PP y, --., 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 banter manufacturer's installation instructions. The No.15 asphalt effelt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1 RIM JolS, appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. +- R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based SELF -ADHERED FLASHING � J©(' �1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A Y Y I 02 CEMT. FINISH SILL! POTSHELF/ CHIMNEY SHOULDER P03 III =wic:; rat; MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT - 4"-1'BEA9 F ()NS1 :' NEEDED IN CORNERS ADHESIVE - IN�T�L * °, -,F_1 L ASPHALT ADHESIVE ADHESIVE Ti t F= Ai} 1 I' 1fIC f:Fi - - ---d % ,';` FLAst+r4 . ROUGH SELF -ADHERED THROUGH 1HRESHC11Lst�6 DOC )I, `,NDPLTI-)k '; FI-ASHIN ° t FLASHING -SELF-ADHERED FLASHING=_---., dP JAMS f" ��5-- I It.,',1I(? !`.ill I�EtA^Ja L� �' I FIAM1 r_�i) '� r r-_ ,b G F' E.; (JI.IAd, °a'°JE,}. E I+F. R I'9,i,,.JF _ ii1JI � 11'FCi y - " 4: _ : • �,, I SCORED _ _ - RELEASE PAPER P a- ITV '�i S i VEPIIc Z, , sM.. i THRFSK 1If)N A S i F: t ,il v4r IE'i _ I it YI ti it � �2 ' Ft,I--ADHF=I,'E.LI I I �a"�°1,H1 JF:; 5 4 SEAL TOPS Oi Jt�'� i -- i 6 `I L)Ni)FfJ DF'..FS1raCa (SEE IA TAIL WF"'i� 2 SEt F-ADHERED FLASHING �`] SELF -ADHERED FLASHING � EXTERIOR DOOR WITH DECK W @"' 0 INSIDE CORNERj�/ Y Y P06 Ground - ATH1N - - ----� + - - 4Natnr rlesrtanl Barrier LF ADHERXD FLA.5HINC,_a ,TCH 1 '>SFLz ADHERED FLASHING -- SELF -ADHERED FLASHING ; 3" M!N- 4'' 5 SELF -ADHERED FLASHING X PH FOUNDATION WEEP SCREED OU.lID1- �;OF�2NFR ti Y LlC3 < d' LU I j u > `O d0 10RE AK !''IRE, ' r Q r !E VERTICAL i=Ai. E TO TU:D i AW-IL NS AN AIR i k t l" INt;Fi FLANr;F l \ I ti -+ - -j' CL W i - '--- PHIS GAP IS A REtiI ILi ('_1f W PI ASS FR ST,-,p 1 m: d NA T UF;AL SHRINKf,GF _ __ _ ?i_, NOT SEAL W ONTlNt: BAGKI=R W W� cn 0 IU) =JI a -ath sheathung Sf ucco I�OFFITICANTILEVER LEUENU S' F D'ILRLD ;-LASHING (`,AF) DR.NNA1AFPLANE (fFrIWEA PiEHRL�ItiTAiVT BARR!Ffi 1WRF3) BOND P-REAK NEE ,IFR PES', A"it- Sf.� PL ASTE R AC( F SSORY _- SHF NTIN1 icl N'PA( .K FR HC',II \ k N ANT `AFNTI'I011- FINISH STRUCTURAL FRAIJIN(i ,m TT0 P31 URAL SIiCHTHIN STRIP Of SAF DRAINAGE L'I ANF DIRE{ BONE) BI F-AK ktq tR 6 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. Exception: Where the water -resistive barrier that is applied over wood -fused sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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, ASTMC1281, 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 snail extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are net 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 subsequent drainage. !Openings using pan flashing shall incorporate flashing or protection at the head and sides_ 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 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. 3.3.Under and at the ends of masonry, wood or rretal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. 7. 7.At built-in putters. 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. 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC 1063 Building Paper -7/16' O.S.B. sheathing - Metal Flashing Wee--) Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 112" 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 2 l 2023 -"pry cnmPleted "r "'mPliance with the andaPProved ,Iy u`�h,3 20Anne K ah� pX 300h Edition WEEP SCREED DETAIL SCALE: NOT TO SCALE 4­! C0 (1)V� O 4­, W O 'T © tQ �- Q Cco O LL. 0 CU > .� Z3 E Cn CU CU � fl. F- -0 C/) Cn CIO MOM=# _1111­0 CD V ) ICU ■ �rI � L rQr�� V/ M Cn Q Z ry .! Q cL SHEET NO. WP1 ■ TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED - WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS - ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-- ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN----..-___ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL---- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"= 1'-0" if u z 00 HEAD WALL _tea \iiiiiiiiia STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS - STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN_ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED - WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN v' 1 ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL 5N in u TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING STARTER STRIP------_ 00 CONT SELF ADHERED FLASHING TURN 3" UP WALL - 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS - ROOF UNDERLAYMENT TO z TURN UP WALL MIN 8" — 00 ROOF SHEATHING PER PLAN RAKE WALL - ROOF, TO WALL WP12 - 3 =1 -0 TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 00 STARTER STRIP -- HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT 4,11 CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'v 'Z' CLOSURE II I I STANDING ETA ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN RAKE WALL ` WP14 - ROOFTO WALL - 311=1 -0 , 'v z 00 HEAD WALL HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING TAPE EDGE OF COUNTER FLASHING STARTER STRIP COUNTER FLASHING- CONT SELF ADHERED X FLASHING TURN 3" UP WALL SHINGLE PER SPECS --- STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT— ROOF UNDERLA"MENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8"—,,�, STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2"--- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. -0 j U 0 +-. O R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Ca -O EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. >` =3 CU cu .cn CU -0 U R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C OL HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O 0- q O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O 0 Li- CU EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE Co O �""' `'- UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O � JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn O i- CL i MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE .E CU co CZ BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F- -0 Ci) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN CO ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. 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 RAKE WALL WINSTRUCTIONS. 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. W P 13 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 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, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN 67 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 SUBSEQUENT DRAINAGE. OPENINGS USING PAN AV FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 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. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS. ESE ARE AND MEANT TO SHOW LS WP 15 THFLASHINGI AND WA ER RIOOFING METHODS TO BEUSED. GENERAL C!� 0 � to � o 0 O L- o L SUN 2 7 2023 4) Cn CU Virtual Review Assisf, Inc. 2 Mans Review completed and approve ¢ z f� 3: cempliance with the 2020 FBC 7th Edition z V Debra .Anne Klahr PX2300 ¢ J f� SHEET NO. WP 2.0� L 1 _1 I _ I I I STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED------.. WEEP SCREED — HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 311= 1 1-011 WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-------, WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING Co PAN FLASHING 6" MIN ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE \ OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS 4YMENT SLE OVER 3E iEATHING N 3E FASCIA HERED WRB TO OVER WRB ON !LOW )M BRAKE METAL WRAP �CKER ROD SLANT 'T MOULDING 'F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > U WALL SHEATHING PER PLAN N O -'—' WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED s— 0 � SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER N Q O FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C C5 -aBARRIER OVER FLASHING PER ELEVATIONS }. EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C=3 Co Cn SHINGLE WATER RESISTIVE CD -0 U .� BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O '(3) HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q _O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL = .O Li - FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O `� CO COUNTER FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� 'p �O BETWEEN SIDING AND FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn O a--O Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE 1E CU -a CL LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT H -0 Cwn Q FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE CO PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A \ ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER I 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN I 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 RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - BARREL TILE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 16 n 11= 1011 W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. 3 -SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 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, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN 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 SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 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. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. WP 18 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. tl) cz Q� 0 a) C- W (M Co � o � b O JUN 2 7 2023 L � O L a- (D in Ca _ Virtual Review Assist, inc. �+ co m Plans Review completed and approved for compliance with the 2020 FBC 7th Editiol w by Debra Anne Ktahr PX230C z z Q J SHEET NO. WP 2.1 x