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Home My WebLink About36515 Smithfield LnABBREVIATIONS 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 ci - 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 EQUP - EQUIPMENT EXPJT - 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 SQIN -SQUAREINCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB -TOWELBAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACULIM 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 ISYMBOLLEGEND: I STAIR CALL OUT HEIGHT OF STEP DOWN OA = FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE CALLOUT ARROW SHOWS = KEYNOTE CALL OUT DIRECTION OF VIEW ELEV NUMBER 9 PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 <-- ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 lo�::ARROWSHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER NT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES 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 [:]PORCHES AND BALCONIES CHAP. 3 [3 HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 0 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2020 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 CR!TERIA 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.l. 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 OFDOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6. 1. EXAMPLE: T-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.l. 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. LE N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1 ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS Sil PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 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 WP 1.0 WATERPROOFING DETAILS WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS 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. RE 2 5 202a "'W" Zt VW E N 0 "o q u co i 2� m: 0 u c" V) U -0-0- 2 E :E \n 2 0 L.L 3 < V) u uj %. 00 E�- 5)) �_VCL .0 04 a 04 Q IV Cv,l co L0 4t w ti Z� w 0 w z 0 LLT C6 w W j_ LLJ Lu m o' Is < tr z X (9 W Lu 0 m 9 �e z m _j < o < < 0 - co 0 cy X _j � X LL c) 0 0, 0 Of o o < D 0 Z LL LL F- a U) cr 9 FE o o C-oj z 0 w uj g z 0 w Z =3 rj) CL CQ W W 0 o < C) ce _j 0 IL z y 0 z z LL o IL _j w z LLJ Q in (L cy) 0 z < uj 55 - M Lu 0 ILL w P i� < 0 Z < 0 cr D LL 0 < u- 0 0 z c*4 w > U) 0 (o c:) �_7 cy) o cy) r�_ < U) _j Lo CL Co LL 44t M co - r-- < w < Lq F- W CY5 z < 00 z z w w _j (o 0 00 I- C) ce) - 0 v w 0 CD N N 04 o z 0 U) c� U-) Lo cl'i 4 6 6 I 00 U) Z Z C) uj co 4-0 A-0 o Lu 0 zz 1000 LLI - C) 0 c/) Lo.M 0 awo or< z 1: LU -F r- Lr) m it uj Lr) 0 1'- F- m O=)o zo:c )� =: co w < �-:) 00 0 zwo < 0 � Ly LILI o.z z z 0 L) z z C S w W 0) > 0 LAST PLar DATE a a , 2 Z 4_p pn 0 COV'ER SHEET FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL Wl(l) #5 VERTICAL 0 = FILLED CELL W/(l) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL 0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS CM= 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. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS (D 1-1/2" DP X 13" WIDE RECESS (D ICE MAKER LINE <D SIN K - KITCHEN REF WASHER W/H UNDER SLAB ELECTRICAL CONDUIT LAVATORY WATER CLOSET 42" x 42" A/C CONCRETE PAD �5 BEARING WALL qD (3) BUC W/ HTT4 ON BOTTOM 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 8" x 8" DID (1) #5 CONT. MONO FTG 20" x 20" DP (3) #5s CONT. OC PAD 24" SQ x 16" DID #5s 6" O.C. EA. WAY OD MONO FTG 16" x 12" DP (2) #5s CONT. i FOUNDATION PLAN (ELEVATION B 1/411 = 1 1-011 cy) 04 0 04 c, 00 ul < Lu 0 Lu it 0 z V) a) LO & E > 0 " 0 'o C? u mv cv) co V) ci 2 4— .0. D 0 20 u c") U -0-0— 2 , cl) E 0 5 0 U Lu cc) E �2 0 C) 00 CL w LL, LL; Lu o LU P LU F- < = 3 zo x z .0 < < 0 x ::) � 0�x luojo < F - _j < a X _j cn x D 0<zLLLL02m0a�--j- aWwwo oRoomoz Lu z Lu - Z =) 00 0 0 Z j= (Lwoww�w_w,w<01 _j 0. Z �e 0 z Z 0 LLj _j<<8w<Fo_wz w _j (L CL LL W25p ow ��-P ��ez < < < LL LL < 0 F- c:) 0 z CN w 9 I-_ S2 n t-- > U) 0 (o c:) ce) o < co M r— L0 _j U) IT LL U) - I*-- z w < u') W 0- cy) CL T— oo < < z z W Lu Cy) co cf) ;a c� ai 0 6 N C3 N 0 'N 0 z 0 > — m It Lo co Lo q- co cr Z F- < Z Lu C) zu) ozz 0 Luoo L) Lo 0 z 0 LIJ 0 LA z w-< a- a. w 2 < Lr) (D W ing-Lij 2 Ln F- �_ 0=)O r'14- O� znz: w >-!E U) < oo 0 zwo < L) :5ww Z LL I z z CL cnz < =2 F- 0 0 w z Al z z ui Wm >C) LAST PLOT DATE 4, 2123 ZApdI 0 MONO FOUNDATION PLAN B _j 0? 04 LO > 0 C� N C14 C� 04 9 C? 60 W J ,dt'\TIE BEAM M bo I � P: 110, 7 5/8" 00 30'-0" 14'-4" 101-4" 5'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN 3 1/2" 2'-0" It CIO SH 25 00 HD AT I LO tHB t EGRESS 91111:2 10 FA IWA FA 14 311, FA 1 Jul! VA 14 M FA 141F - a A a Lail nft!1�109_ __ FIRST FLOOR PLAN ELEVATION B 11 = 1-011 1/4 1 7 5/8§ 2x8 HEADER SEE Q/S, SH 7 5/8" r bo TIE BEAM Ln 9 C14 04 0? !0 8" EXT FRAME WALL 30'-0" 21-1011 241-4" 1. 21-11 SH 25 HD AT T-21" EGRESS (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 W1NDOWS------,\ HD AT 7'-3 EGRESS E a -me MIZ! N11 MA i 0 0 0 11� 3-1 % 4 5. 4 % 1 E N SECOND FLOOR PLAN ELEVATION B li 1-011 1/4 1 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL II HIGH PERM EXT FRAME 2X4 R-1 1 / R-1 3 KRAFT FACED EXT FRAME 2X6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GAIRAGE/LIVING) R-1 1 R-1 3 KRAFT FACED 4" 1.0 f? Il C-4 t- U) w C? U) LO i�_ V) C14 I X�w U) 10 0 4 IT 0 9 141) -2-PLY BUIC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW 9 bo �TO P 10- AT 18'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W1 1/2" EPDXY ANCHOR CR 1/2" J BOLT W/ MIN. T' EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 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. ALL ANGLED WALLS TO BE 45* UNLESS NOTED OTHERWISE 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 "I GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = I A.F.F. ROD AND SHELF (DBL)- (li = 40" & 80" A. F. F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINETA.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" C MU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM,1/2" GYP 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO 13 FILLED CELL W/(1) #5 VERTICAL FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB FILLED CELL W/(2) #5 VERTICAL 0 FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 33 403 TOTAL SQ FT 3016 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE rAj 17AT73/32" 15AT10" 1 10'-0 3/4" TREADS WITH 1" NOSING AWALL SPLICE DETAIL 3 A N.T.S. 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 Zol 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) al E7-10Methods 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 GARAGE DI 30.0 -33.9 30.0 -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD Q1 STRAP EACH SIDE)CENTE DW/(13)10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w III- 0 z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 04 0 I-D LO LL 0 CIO CIO Ln 01, C) 7 < 0 0 z < a) LO 0 0 111 %0 U 3 ce) al; 4n cf) co .I. 26 2 co U Ln n -11 2 E L_ :E 0 2 if 8 R < "10 < ' ii * En- li Q V 00 C'i C 0 E �2 .9) 71 11 W W LU 0 Ld U) Uj 0 LU LLI _j LU I X 7 U=' zo x z 0 X 5.3 _"� 0 U 0 <Cyx- W 012mobi J 0< Z LL LL - _j 0 0 W _j 0 F_ 0 0 OU)XXO OW001MIZZ z U) LU IL W Fn I W W 0 W W < z 0 1 z LL D Ir 0 a. 0 z _j Y 0 , ;i i - < Lu -Kuiz 0 0 a. < LL 0 0 D 5 Y Z § 0 < 0 < < U_ < J_ 0 z W 0 U-) > p (0 0 FI M C) U? _j U) LL. qq z < Uj < III 00 < Z 0 z W W 0 0 (0 Cy) 0 co 0 Q 0 IN C:1 CIN co CD Q M a Q 0 Q !R , Q C> C) CIO a) C'4 C'N 'CN z 0 10 LoL0 > P'4 1 C" IV C� Lo 110 1 00 U) <Z 0 W a zz 0 1110 0 LO 1111.- 0 =)z5; own r T--- z IIII- wo I < WI- Ln X Ln r*Nj Z6= W >_ = 1i < 1.- 0 2�2 co 0 ZWO < 0 I :5 1 ll Z z z a- z 0 z A2 z I W _j C) > LAST PLOT DATE . N April 4, 2021 Z-4--1 0 j 1ST & 2ND FLOOR PLAN B STAIR SECTION 1/211 = 1 9-011 ISEE SHEET HEADROOM IN STAIRWAY FOR STAIR TO BE 6'-8" IN ACCORDANCE IW/ FBCR R311.7.2 EEI lo,- rj" NOSING RISERS CUT FROM lx MATERIAL —TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1/411 = 1 1-011 zt Lo 0 00 Lo z w 0 LLJ w In z LO E 0 0 -09 u ce) S�! cv) co 4-- L40 V) cli C: E 2 -9 U-8 9 < U " a) < ci,o u Lu a " c 00 E �2 &M (D C3 co LLI LU 0 Lu LLT (6 Lij 0 Lu F- LU LU OZ cr LLJ < IX x z om < < < �400 < -j C/) 0 Of ') LL 0 cy 0 z � 0 0 0 ZO uo- ZE 0 0 c-oJ C3 U) CIE Z Z LL -,o -1 �- z 0 0 0 Z LU Lu V5 m Lu LLJ Lu V5 w fr < -1 (D (L z LL 0 z 0 -i � < I u5zwz Lu 0 CL Q CL LL < 0 Lli 2 Lu 2� �4 z 0 X D 0 < < W < < < LL 0 LL 0 z Lu > q CC) 0 z 1.-7 (y) 0 cv) I,,- < co U-) (/) LL z ui U? F— W ce) co < < Z L) z z: w w _j CC) co a) N C,4 C4 0 z 0 NLo w > c� Cj c-i 4 6 6 Lo co Z F- U) <Z Lu 0 w z co z z 000 Lu - Lo0 =)z5; 01-- z X=< , (L Lu�m < Lu L- W F' Lr) mr-w 0-no zam w oc) 0 zwo C:) Lu CE Z LL z Z z 0 0 co z A3 z z Lu ui > 0 LAST PLOT DATE z 4-0 0 —j STAIR DETAILS z 9 :;4- z 9 CP C, FROM TRUSS TO BLOCK 11 1/4"- 4'-0" 6-01' V-13"I 6-10" 4'-0" T-4" 18-4- 30'-0" I FLOOR FRAMING PLAN (ELEV B. 1/411 = 1 1-011 0 KEYNOTE LEGEND KEYNOTE ANNOTATION BEARING WALLS A/C CHASE AHU ABOVE 22"x36" ATTIC ACCESS STAIRS AREA 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS FROM TRUS,9 TO BLOCK 9 in Qr) Cil CJ13 9 CJ15 9 I CJ5A 9 F- CJ3A CJ1A 00 = 1 9 30'-0" co LO LO co 0 + L—.----J EJ7 _JI A9G I I L__ I I A7 -------------------- --------------- DROPPED FLA TOPS OF HIPS FOR FRAMI G (GIRDER NOT OPPED) A5 L---- ---------------------- r --I r ------------------ AS----- IT BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER I L ------- _j AHU IF NEEDED (SEE ENG) i_7 ----------- ---------- AlA L4 X 3 L -------- J I F-- — — — — — — — 4 ------ :r-J L ---- --------------------- IL ------ I r ---- _7 A2 --- ------------ -------------- 7T A4 L---------------------------- A6 I I rT DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A8 L1 ____J L ------------- Al OG T-0'� 2'-0" I z r= EJ7 - (D C*4 7-7 co BGE 101-01, 6'-4" CGE 13'-8" 30'-0" ROOF FRAMING PLAN (ELEV B. 1/411 = 1 1-011 Cil CJ3 CJ5 0 z 9 �1) LO SHINGLE ROOF 12 HANGERS 51 12 HEEL= 4 1/16" 01� — .0 IL = LUS24 SIMPSON = HTU26 SIMPSON PLUMB CUT 2X4 J L = THA422 SIMPSON 12" V SHINGLE ROOF TRUSS HELD BACK 4F 12 3/4" PLYWOOD 1% 01 12 3/4" SUBFLOOR HEEL= 3 5/16" PLUMB — 2X4 CD CUT M // 91 WALL HT. BASED ON 8'-8" A. F.F. 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 NECES RY 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. B. 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 CUT BACK 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. 9 SECOND STORY TRUSSES ARE CUTBACK 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 IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE \MTH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) VLABELED END MARK E��E� REFER TO ENG. PACK FOR CONNECTION — CJ5 9 CJ3 LO Cil ce) ==,=X50_3 1'-0 5/16"--t,-,� 1. 2-4- 1. 2'-0" TYPICAL 7'SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! C--ff DON'T LIFT SINGLE TRUSSES VATH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' to 60 an 30'Span or less 60 degrees Spreade�Ba, o ss r less i 112 1 231ol,2 P; T.�Ilne span a T'Jine pp.. REFER TO BCSI 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 I . 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-131 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-131 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 11 WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 20 14 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 T I OTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY. IB'O-!5/ -411 V,&,V,jffA 6-811 0 A D LOAD# DESCRIPTION INIT. DATEA R/ 0 " 1 /1 5 1 RAP 0 LCEI RDP 11/04/15 /04'15 RB01 B01 UPDATED RE'S ARM 10/10/16 /10/16 RB01 RBOJ LC9 JTH '15/17 12115/17 RBO1 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05,/01/18 RC01 ADDED EXTRA VERT ON FLR TRUSSES @ EXTERIOR WALLS ARZ 10 ,/19/18 RD01 Rev'd cant at garage rdg 9/19/19 '] RE01 REVISED FTG5 LOADING ARZ 12/23/1 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PHONE:(800) 959-8806 FAX1 (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT:VAROTUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC LOT BLOCK (7DESI GNER PAGE SLC DATE 06/11/15 LAN# SCALE N317639R 1 1/4 "=I'] co v LO 0 00 LO 01, z 0 LU z V1 4) a) LO F, E > 0 CN 0 "r- 0 q U C) M ��- 6 ce) 00 V) Ili n 4__ :) C) &31 'U 'm V) U -0 70 — 2 cl) 4) E :E cn C)) 0 < < U LU 0-C'i C: cO E �2 0 C 0 CL LILI W 0 LU Ld (6 0 Uj I- W W 0 F- < Q<f 1<1f z W, S g LL 0 (t z LOL 0 < 0 .,o 0 < Cy X 00 Q 0 Z U_ LL z -, 0U)W9LDz0W0OCO0 z 0 C a 0 0 Z W CL LLJ 8 0 1 W W V5 W 0� < 2 IL z �e 0 1- z LL < LU < V5 K LU Z 0 LU , M 01 a. C3 Q IL 0 U) LL 0 W 0 Of 0 < < LL 0 LL 0 0 z W 0 U) > (0 o F-7 CY) c) qql LL 0 1,,- z LL, < Lo 0� ce) 00 < >- Z 0 z 3: LU W _j Q 0 (D CF) 0 0 C) 0 0 0 a co 0 W CD N N C'4 0 Lr) Lu > —ICNjC1IVI1n C� C� CO L0It I CO Cr >_ Z F- U) <Z ILL! 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EPS FOAM C? ,4" �4" L4" L4" L ff #1 01 ; ill 1-4 ,p N70W DETAIL 11 1 -not 1 1/2" 4" ROOF FINISH 12 PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP A ALUMINUM SOFFIT v NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL )FFIT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL T'XV THICK PAINTED RAISED TRIM BAND- 6"Xl"THIC PAINTED F TRIM BAN WWI' WIN v)Ftudoo _=v_n" 8"X1 " THICK PAINTED RAISED TRIM BAND- %.Of I I %I IL L_ L TAll 1 f-F [41111111111111 8 A5 LEV AT 18'-0" T O.P. 7/8" STUCCO OVER FRAME CASING BEAD W1 WEEPS OVER ELEV AT 10'-0" FLASHING 2ND FLOOR FF ELEV AT 8'-8" T.O.M. WEEP SCREED-L�— TYP. 12 51 NONNI (D ELEV AT 0'-0" 1ST FLOOR FF FRONT ELEVATION B 1/411 1 1-011 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT V-191" T.O.M. WEEP — SCREED TYP. STUCCO 4ELEV AT 01-01, ONCMU 1ST FLOOR FF REAR ELEVATION B 11 1-011 1/8 1 ELEV AT 18'-0" T.O.P. 2ND FLOOR FF \\ ELEV AT 1 U-0" ELEV Al T.O.M. 1011 !�L� "��DRIP "V" CASING BEAD Wt WEEPS OVER FLASHING SHINGLE ROOF A5 IBM - MEN ONE MEN ONE Immmil I 5 r\ co ED] M 12 r DRIP'V'SCREED, AT BOTTOM OF Ll Ll Ll Ll L-1 L-1 I BAND 1:1 El 1:11:11:1 El 1:11 1 (D Pol E j D 1:1 El 1:1 El El El El 4'OFF RIDGE VENT 77�. ,o,-SHINGLE ROOF -7/8" STUCCO OVER FRAME -A/C UNIT AND PAD 12 51 C.J. C.J. z _j =� 0 b U) I 04 C? 4'OFF RIDGE VENT C.J SHINGLE ROOF TUCCO Li OVER --FRAMF.= -- — - — - 1"2 SCREED 5/8" WEEP----' STUCCO U SCREED 9 OVER CM TYP. ELEV AT 0'-0" I+ - — - 1 ST FLOOR FF RIGHT ELEVATION B ll 1-011 1/8 1 12 51 4'OFF RIDGE VENT SHINGLE ROOF - mm�� pp.r- 1111111111 1 MUM US? 21MI? HIMI? 1110 HIM11 21AI? HIM1 HIMI? 21111 HIMI? 21ALS HIMAI? 11H HIMALN 211p. Leila 11 ;. �m :14 41 - �1 11111im Is 1 AN 11 mum- 0 LEFT ELEVATION B 1/8 it = 1 1-011 91-81, 6-0" 164" 041. 0 csj _j —9 IE 1 1 uu2iH6! 4'OFF RIDGE VENT w w 0 (D U- U- SLOPE U- z U_z SLOPE 4 0 uj 0 Lu 5:12 ;T> :;t> 5:12 a. 0 04 -J 77 U) Lo Ap SLOPE SLOPE 5:12 -OPE 12 CN _j 77 LO *1 00, SLOPE� ROOF PLAN B if = 1 1-011 1/8 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: PENINGS 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 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. 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. I 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 NTH 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 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 CALCULATIONS: 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 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) - 144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA 1697 SQ FT VENTILATION REQUIRED 815 SQ IN VENTILATION PROVIDED AT RIDGE 407 SQ IN VENTILATION PROVIDED AT SOFFIT 1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREEVENTILATING AREASHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 11300 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. ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) 1 DGE VENTS 18 SQ. IN. OF NET FREE AREA I LINEAR FT. *OFF-RIDGEVENTS -138SQ.IN.OFNETFREEAREA/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 TRACE ABILITY TO MANUFACTURER AND PRODUCT co C14 0 N. 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U) z < =2 F- 0 0 w A 5 z z Lu uj C) >C LAST PLOT DATE ApdI 4, 2023 z 0 EXTERIOR _j ELEVATIONS & ROOF PLAN B A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1/411 = 1 1-011 LEC IETER 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 TFROM 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, LA rEST 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED Wt EDGE OF SWITCH--,,_ SWITCH— - U 4 1/2" DUPLEX DOOR JAMB -----A OUTLET TRIM-` BASE ---- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: z C—'SMOKE DETECTOR 1 1-011 MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E)= 11 OV DUPLEX OUTLET AT 12" 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 11 OV 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 <6> STRUCTURED WIRE OUTLET -69- SWITCH AT 36" M 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MINIT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE 3 TUB/SHOWER CANS MAY BE 04 5OW PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 06 50W MR1 6 4" LOW VOLTAGE OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS 010 5OW PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 0S SMOKE DETECTOR cU-182 UNDER CABINET 18" -S-18- 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"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT FF 24 7M 24" VANITY LIGHTING 5�-mF 36:;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION IIII&J ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR EM A/C REGISTER (Z) THERMOSTAT 021 SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY NTH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. 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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 3' 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 T�E NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WRING & 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. SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS) 1/411 = 1 1-011 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH--,,-- SWITCH- 4 1/2" DUPLEX DOORJAMB 19 OUTLET 2�) TRIM — BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING I SMOKE DETECTOR LOCATION: I s �c_'SMOKE DETECTOR MIN, ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" @E 220V OUTLET AT 30" jj= 11 OV 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 STRUCTURED WIRE OUTLET SWITCH AT 3611 69 3 WAY SWITCH AT 36" -W- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE 3 TUB/SHOWER CANS MAY BE 40 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 06 50W MR1 6 4" LOW VOLTAGE OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS 010 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR os SMOKE DETECTOR cU-18m UNDER CABINET 18" cS-18= 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"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT 9-m 24:R 24" VANITY LIGHTING 9;;F 36:;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN ZC� DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL INTERCOM SPEAKER AT 6-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION IN&] ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ED A/C REGISTER THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. 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U) z < 3e. z L) < 0 0 cn z A602 z W 0) >0 LAST PLOT DATE . a April 4, 2023 z 0 2ND FLOOR ELECTRICAL PLAN ABKL&M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBFRS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS 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-13 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 If AS INDICATED IN TABLE R308.3.1 (1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BO'70M EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 1 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 ISAN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESSTHROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONG SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) 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 5fTMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA 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 TRII-114. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6[TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2� 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO 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 PLIF 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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL DIL + FLOOR LL + WIL TOTAL DIL + 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-I-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 4,11.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETETYPE MIN� 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C+P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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. STRUCTURALLUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSI3 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. C 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 318" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTIM 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 ", 1 Od = 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 EMBIEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 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. Irrigati inkler tems includini all risers and spray =shall nso'tsbe installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and fi nal earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with rmanent metal or plastic forms. Permanent forms must De P91 eliminate the disturbance of soil after the initial treatment. of a size and depth that w1i 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, erpo and mortar along the foundation perimeter ,Increte ov g I must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- I.C., (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0. 18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +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. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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. Cn CN 01 to co kn U., LU to 01 7 Z� 0 Uj Z to > 0 0 1111M "0 q U -% cy) �� 6 00 cli n 4- 01,0) C11 Ln U -0- - E C) 0 5 0 M: < do < LO U LU a V C� C 00 Cl) 0 K Co 06 V) W W 0 W 0 LLi - W LU P W _W, W 2 0 0 �- < W _j W < I— Z ix W 0 < 2 Z W =) < < X Y 0 0 0 < 0 U)03:XWu_0 U. <Cyx- Q� jp D 0 Z LL LL 0- Z M 0 0CnX92Z0of00MZZ Lu Uj Lu 0� D 2 �w 00 0 U) 0 Z (n V5 0. > CD Lu LU X<0 _j Z te 0 �Z- Z U- 0 0- _j a. UJ Q 0 _j < W Lu Z 2 L) LL < 0 Lu 2 uj 6 9 < < 0 rX 0 D Z < LL < 0 LL 0 0 Z CN W LD �_ LI) ::) r -, > (/) q (0 0 I.-: CY) 0 CY) r1_ Z rA W.9 _j L0 CL U) LL It 2 U) P__ Z < Uj Lq (y) 00 < >- Z 0 Z LU _j Q 0 (0 I L I 0 N N N 00 c?) C) 0) 0 04 1 0 LO (f) ix U, > 0 C�l Ni 0 vi 0 'i I LO qt I 00 UCT, <Z LU C) 40 LLJ Z Cl) Z Z 000 4-0 0 0 LU - L) u) LO 0 Z 5; 01.1.11- 0r<0 Z X - (L W (L Luz._ 2 LU Lr) M (D LLI L_ ca = LLJ Lr) 0=)O C%4 W Z 0:C W >_ >_:ry) <1--=) 00 0 ZWO C:) < 0 LU X Z LL Z Z U) Z < 0 _j 0 0 [L 00 Z SNO Z Z LU W 0) > 0 LAST PL DATE Z 0 STRUCTURAL .j DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING It X t 11 16GA.0-11`1" LONG (34".71- CROWN) 4x it I it 16GAxl-1/2" LONG J,314'l-l" STAPLES Cap V'O.C. VERT BETWEEN I STU DS (NOTED THUS:-) - OFFSET CROWN, STAPLES!§ 6" STAPLES BETWEEN STUDS AS SHOWN 0,("". VERT INTO STUDS (NOTED THUS:-) J v M A METAL LATH ATTACHIVIENT DETAIL REV. 09.2,121 SCALE: 14"= T-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7 1 LATH* **ONLv APPLIES TO LENNAIR TPAIJA)(** 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/HORIZONITALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONITALLY 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 C1 063. 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 C1 063 & ASTIM C1861. CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H STUB -OUT FOR -1 0 GAS METER H C G 000 b C.1 -1 J LO 0 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 4-1 @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'.8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" 0. C. 161-5-1 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19-4- (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 41'@ 24" O.C. 6--1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6-1 (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1541 (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DE�IGNED FOR SHEAR ONLY' (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE UIJ . . . . . . . . . . . . . . . . . . . . . . . . . + + 4 . . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . . + + i . . . . . . . . . . . . . .. . . . . . . . . . . + + + + I + + 4 + + + -01, (TYP.) 4'-0" +/ 4'-0" + + + + + 4 . . . . + + + + + + + + _� (Typ) + + + 4 +++--+++ \4 + + + + + 15/32" CDX + + + < . . . . PLYWOOD OR CJ + + + 4 + + + + + + + + + I + + + + + + + + + + + + + 7116" OSB * . . . . . . . X4 + . . . . . . . . . . . . . + + 4 + + + + + + + . . . . . . . . . . . . . * + .. -I.. + 4- 1 + + \+ + + + ++7++++ + + + + + LINE 140 MPH (uIt)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 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: I- FOR 8d RING SHANK NAILS 0.1 13x 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 Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 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 4blockall FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid posts from STUDS above to bearing below. SECTION INT. BRG. WALL N.T,S. 1/8" min. Small 2" min. 2" gap " . 4 max. Clinch nails when possibi e 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6- OF-THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column wl loads N.T.S. hi her thmn 1,;nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate Zor=20 details in One 1 Od box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam L L or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking i jqpv, tind), nnilqnt A" n r Od nails Provide adequate bearing for each lapped joist. SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D KNOCKOUT EXEMPTS) (see table below) D 1 LO (see table below) I 'K 0-i-0 i BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 'a 'oc' ' Web Stiffener Fastener Schedule Joist Bearing ocation ------- F_ Intermediate Series Depth End BCI 5000so 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8T_ BCI 6000s& BCI 6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d F-16" 2-8d 6-8d BCI 60s8 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90se 3-16d 3-16d 4- 5-16d 5-16d 16d 6-16d SIMPS( w/ (22) NAILS 1 5/8,10 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 TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION 1111L Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing Whe &1 3 4 3" max JOISTS OFFSET require additional consideration. Use 1 OdxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls CD CD t E m N 1 A %" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN ? CANTILEVER LARGER THAN 1)/2" THE WEB. PROVIDE AT )UND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" Round Hole Diameter (in) 2 3 4 5 6 7 a 8,875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V0" V-1" 1'-2" V-2" V-3- V-3- V-7" V-1 1" 2'-4" 2�-9" 3'-2" 3-7 12 V-0" V-1" V-2" 1�-2" V-3" V-9" 2'4" 2- 11 " 3'-7" 4'-2" 4'-9" 5-4" 16 V-0" V-1" 1�-2" V-2" V-7" 2-5" 3'-2" 3�-10", 4'-9" 5'-7� 64" 7'-2� 20 11 '-0- 1 �-1 1 l-2"I V-2- 12�-O- 13'-0- 14 -0" 4�-i 0- 5'-11" 6�-i 11" 7'-11"18�-1 1 24 Iv-0-jr-1-11 '-2" 1 V-3" 12'-5" 13'-7� 9'-6" 11 (T-T 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. 7.1)/2" 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. N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. �-�Install tight to -top flange. JC 1-41- 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— VY ;I Backer Block-,--' "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height Web stiffner as requirements 0.6 X Joist depth D 4 I -JOISTS BUCKETS N.T.S. MIN. EMBEDMENT SCHEDULE FOR =_ AND QUANTITY )FFASTENERS SIMPSON HETA20 HETAL20 INSTALLATION `N MID SPAN (0 NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS UPLIFT= 1015# 10A X 1 1/2' Dl 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 1, WALL _ 7,1 mrm . T =1 IIA I =11 '1 .1 U L = fi�E`i ik A . 4 'd A T FINISP GRADE SLEEVE THRU STEM-/ SEE PLAN FOR----' 9A FOUNDATION INFO 4 STEM FOUNDATION F- GRADE REINF. SEE PLAN /-vutm/Aor_1+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 15 El SEE FND. PLN. SIZE & REINF. 01 12" BELOW GRADE PIPE VERTICAL THRU FND. EEVE TOP (2) #5's x 4' 0" CENTERED @ PI�E r- PLUMBING LINE PENETRATION ------------- ----------- - --------- -- ------------- A SEE FIND. PLN. SIZE & REINF. 01 PIPE PERPENDICULAR TO FND. Oil TOP (2) #5's x 4'- PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 11 .. i, / I I El�=ffl�ff 1! f=� !1 Eli A / =1 11-11` J= SEE FND. PLN. SIZE & REINF. IN 0 Z! zt n� N� LO 00 LO &L z Ld Ld z 0 a) LO E > C 0 -= 'o q 8 C) M �! 6 M 00 V) 4— C3 � a M co U 0 -0— 0 'M E - = C C 0 U if: 8 8 0< r� 0 = U 10 < .2) 0 u Lu 6 _: * 0- C 00 C0 E 0 �O C3 CL 'a W W of 0 W uJ C6 W 0 W" W _J wm�_o W �-:< X2_J xg�ezw z 02 < < < LL 0 0 0 0 X=)—, 0 �: 0� LL 0 0 P: U) <0X_JW 0 :D X 0Z20 F- 0U)0X9z0,0,E00M2z 0 z 0 00 U) 0 z Co LU W D — EL > Cn w W W U5 X of < 0 _J Z LL _J CD IL Z a OW00aa- _J < < 0 W K Lu z Uj — M 0 LL W 53 0 < 0 Z g < 0 W < �< U_ 0 U_ C) C:) z CN LIJ U—) Z) > Cf) a (0 C:) �.: co C) CIO r*-- qql LL a) r__ z U, <� Lo 11� 0- cyi V 00 < >- < Z 0 1.- z 3: LU _J 0 0 (0 0) C) C, IN 0 IN C) IN C) C,14 0 Q C) Q14 CD CQ 1� Q — M M C,14 C) W CI —0) CD. N a z 0 Lo LU > CD4 cl� a M CD q: LO I I I co >_ Z F- < Z LU C) 4_0 LU z azz 60 0 LU 00 0 LO M 0 =) z 5; 0 LLJ or< -0 z Ir - T--- < 74 W z>- 2 of �< UJI.- Ln X LUX: Co L_ UJ Ln (D �- I_ 2 01� 0-,0 Z62: LIJ CL >-:r Cn <I.-:D 2 § Z. 00 0 za�o < 0� :5 W U_ Z z z a U) z - < 0 < 00 z SN1 z z LU UJ _J rl- 0 > 0 LAST PLOT DATE z 0 � J STRUCTURAL DETAILS (2) LAYERS ASTM TYPE 11 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 11 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 Z//--TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ 1ZP(TYP.) VARIES METAL PL. UNDER EA. TRUSS Ty 7.) MOISTURE BARRIER SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAIII INSULATION BAFFLE "-ALUMINUM DRIP EDGE 5/8" OR 112" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. L 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE SOFFIT W/A HABITABLE ROOM SEE HEET ABOVE) W/DRYWALL x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1 #5 CONT. CEILING & 8" O.0 ' WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) _-----ARCHITECTURAL FINISH 1x2 PTWD FURRING @24"O.C.-/ 1/2" GYPSUM WALLBOARD-��-- (1) #5 VERT. IN FILL C�LLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) W P.T. BASE NAILER cn 3 1/4" BASEBOA RD u- MIN. 2500 PSI CO . SLAB Lu MIN PSI MAY VARY PER MUNICIPALITY cv) 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 co 6 MIL VAPOR-,/ .75 BARRIER 4 I�E c%j COMP. SOIL. L (COMPACTED TO GII III I NOTE: EXTEND DECO FINISH MODIFIED PROCT J 4" to 6" BELOW GRADE ASTM D 1557) (2) #5 REBAR CONT . MIN. CLR. ON 3" CHAIRS TYP - (1 STORY) STD. 90 HOOK U.N.0 . -/ 4" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION K`A� SCALE: 3/4" = V-0" \ �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" H.D. RECESS PAVERS-\ 'T 2� -\j -v 0. -�� 2 OP SEE A/S3 OR J/S6 'Wiff-1 L1I--jT1,-L!1;,q-1-1T- F, 111 -- FOR REINF. INFO. 13" MIN. CLEARANCE 1'4" (11 STORY) / V-8" (11 STORY w/ DEPRESSED SLAB OPT.) 1'..8" (2 STORY) 4 ---------- 4 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 17--z' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. It T 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �-7 9 1 8" [ -"'--'2r L� TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0 3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A.F.F. E: IL =11 Z V A 0 4 4., A "A' V,A 4. ELEV. -01-3 1/2%,K z 4 4. A 4 4 A. F. F. 0 2x4 CON u- AV 4 C) C14 A 4 4 GARAGE DEPTH VARIES V 4 .GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" 1\ �3 2x S.P.F. S S 16" O.C. A LOAD BEARING OR 2x STU D EXTERIOR WALL 8" C ' M ' U 1 "x P.T. STUD - #5 VERT. IN FILLED CELL SEE CC/S3 OR G/S3 FOR ANCHOR 04 BOLTINFO. 'OR 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR 33 WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMIPSON SP1 SPACED EVENLY w/ (110) 1 Od NAILS Typ. -,--2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN 00 FOR CLARITY t> IIIZ z- NOTE: Ell I 1--1 I 1= *FOR BEARING WALL W/ UPLIFT ONLY I IEI I IEI I IEI I IEI I IEI I FEI I I -I �zj FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 112" WWF OR FIBERMESH min.) 4"--,\ z 4 GRADE 00 I FELIJEE.1 I IEE1LF:E,1j I lEd I IEEE 1)#5REBARw/OPT. I CREEN_gNCLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"= V-0" EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D. RECESS T M M I 5,1701!Ml "I I Grl, I F 0? -:El I I=LII E 4 41' I SEE A/S3 OR J/S6` -ILIF, IL14-�11 L11=11T,11:1:5 FOR REINF, INFO. 3" MIN. CLEARANCE V-4" (11 STORY) V-8" (2 STORY) --------------- J. GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. "'111, 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W1 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" 0 - C W/ 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HID @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 211 3 1/2" M IN. 0 0 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (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" (R302.1 1) JNSULATION PER CHART ON FLOOR PLAN SIM�'SON SIP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE x . x WWF OR FIBERMESH t 312"(min.).-4" 11111 I �j I I I I I �LL 41 111 ITF (2) #5 CONT. 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL (cD STEP (cD SHEARWALL, "SHEAR WALL" SCALE: 3/4"=V-0" S3 S�( 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 SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2"0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HID @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT ATTACHMENTS - 3 1/2" MIN 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" (R302.1 1) PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (110) 1 Od NAILS /2x P.T. BOTTOM PLATE x x WWF OR FIBERMESH 0 31/2"(min.) 4". WIF (2) #5 CONT. 8"- U.N.O. MIw- TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 60� co (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K,O. BLOCK MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR E PER MFR INSTRUCTIONS N"'-#3 OR #4 REINFORCING BAR Z- . .. . .. t. , - #3 & #4 LAP SPLICE [ GRADE 40 MIN. Fy= 40ksi t> t. -1 KI '111 ��, j FINISH GRADE 60 25" MIN. LAP [30- MIN. LAP] [GRADE 60 MIN. Fv= 60ksil -11 jt�ttji 6 MIL VAPOR E3 It =111EIII � -TTT- 11 rrt=--r T ffr=-, I I I E �T - 0? :�-- R 17/8" #5 REINFORCING BAR L) I IEI = I IEI I IEEI 15111- = = I 1=1 I 1--1 2 it'i I APRPI IrF I I I ----------- I:lFill I ILI IEI I F COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM U1557) 4" 114.1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BID. ,e. 2" 1/2" FROM SLAB CONT. BEAD SEALM 010 INTERIOR 41 :ONCRETE NAILS W 1 1/2" 'MBEDMENT @ 12" O.C. ,TAGGERED, FROM BOTTOM 'LATE TO CONCRETE AIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB---, 0? SMILVAPOR BARRIER 14" 14" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O�C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1 4xW1.4 WWF 0 R' FIBERMESH K S3 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR -j 7 BOLTS 6" MAXFROM r: _ END OF 2" x PLATE uj 0 a. U) 0- Lu LLJ 6 LL- �I cf) =1 I Ir= 101, --#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF'�� SCALE: N.T.S. SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFC 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 z ATTACHED PER NAILING U) uj 0 SCHEDULE SEE PLAN FOR STRUCTURAL -i uj COLUMN SIZE AND BASE UJI Lu CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS AT 8" /-O.C. COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./-jj, I MV COMMUNITY SPECS / M1 SCALE: 3/4"=V-0.1 cc S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 !Z4 WWF OR FIBERMESH C, -IT I I:iT I= I� T (2) #5 CONT.-- -111111, 1 111 II.'= III I F- ON 3" CHAIRS 8" V-41' 8" (TYP.) TYPICAL INTERIOR BEARING . .... WALL w/ UPLIFT rG SCALE: 3/4"=V-0" �, �3 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 4. 4 -4 A op 4 ft E Q 4y '!d cn SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LAB STEP & RECESS (@ S.G.D. rm",� SCALE: 3/4"=V-0" \,,,,13� MASONRYWALLAND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS -71 .s TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. z 00 GRAD 4- Lu A 0 -j A.. AO UJI Li ILL 0 a- Lu UJI z 0 Lu (0 = < 0 0 LL cn 1-4. r::� FOOTING T_ ''TIT T �l ��Fl BEYOND PAD REINFORCEMENTJ 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. � S3 co 01' LID 0 co cl, w LO wv ce < 0 Lu z 0 a) LO F, E 0 C-4 0 0 q u c') �-- >1 cv) 00 .4.- (/) .2 , -+-- D 000 u in U -0 -6- 4) C: E -= 2 0 2 < < u V) U Lu 00 c ` E 0) K OD w uj 0� UJI uj F-x zx z 0 W < 9 y w S 0 Of LL000,jo < V) 3: M<68nE ow 00 -p LL Z 2 _j 0 �- < cn F- cy 0 0 0 z CY w L1j gz0w00Mzz 0 In W (L > w I w �w- Fn LWL X < , - 0 C-LJ J�(<LOLZU�ggEzowuoa. -.1 U) ILL F- < U) 2 ED < 0 Lu 0 x z < c:) c:) z CN w 0 117- L/) 5 > (1) q co 0 cy) 0 CO 1�- LO -j 2 w LL- rIlt- z < LLI < Lq �- 0� 0- cyi WO 0- 2 T-- < ;�- < Z 0 z w Q c:) CD c� a 0 0 co - - �0 ce) Q C) c-D N z 0 Lo c� 0 In C1 q- uo) qqT I co Z uo- < Z Lu C) 4--a W cn cizz +-a cr) 0 c) 1,100 C) L) V5 LO -0 00 :Dz> z 0�r< CL (L Lu 2 < W Lr) W IF M = LLI Lr) F- �- 2 0If 0=)O ZOM w < 00 0 zwo 0 :5 LUX Z LL z z z < 0L) 0 z z z Lu W > 0 LAST PLOT DATE z 0 STRUCTURAL -J DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER ,—(2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED 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 VARIES 2x BOTTOM PLATE Wl (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. � �4 P 12 ��Typ) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD + + +-ttr CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ 0 0) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" X 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAILS,;�� BLOCKING (TYP.) �-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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 rA SCALE: N.T.S. �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW S4 KNOCK -OUT) #, BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT fro I I milli one Ee NINE Milli NEW ME MEN NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. (2) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. \EN"=lEN"'l 'NEENNEENNEW11"m 1,100011 FORM CREATES CONCRETE RECESS TO FOR WATER SHED. 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK !=�4 A, SCALE: N.T.S. BOTTOM 04M�OUNTING B "'�OURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 12 (TYP.) SEE ELEV. 7 5/8,, 8" 7 5/8,, 8" 7 5/81, 8" SOLIDIAREAS ARE SOLID AREAS ARE STEELAND GROUT STEEL AND GROUT 8 8 6 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER-," x x INTERIOR SIMPSON SP2 w/ (12) 1 Od WALL NAILS AT EACH STUD F__ I r JF�._m7ml CRICKET As Gt DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING REQUIRED FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C EXTERIOR Fii] BOUNDARIES 6" O/C EDGES & 8" BLOCKING WALL O/C FIELD 2X4 PT STUDS @ 16" O.C. FET 11 (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 Odxl 1/2 COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 " DOOR JAMB 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 MOISTURE BARRIER MASONRYLAYOUT rD ROOFTRUSS 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR SCALE: N.T.S. � �4 AND FILLED W/ GROUT (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90o HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 4 u THAN 1 0 00 "t' u�' Lj w' '_ N '"N OF Top PLATE WIDTH PSP , 'LS PSPN516Z w/ (12) 16d NAILS - 44 2 R 4 DOOR STOP Top MOLDING -4 TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLIC 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE j"q SPI 4 fy,, SPLICE STAGGERED -DOOR J-BOLT TRACK BRACKET Li%j%jn I rlr%%,F% W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) 1 (2) 1 (1)LSTA30 (3) (4) (2) (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) (2) 2x HEADER SEE PLAN l Od x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W1 (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: 10d NAILS @ 8 ONLY (1) 2x SILL PLATE W1 (2) O/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) 1 Od x 1 1/2" EACH SIDE '--2X STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Ko"Q� SCALE: N.T.S. S4 1 Od @ 8" O/C ATTACH ALL -J EXTERIOR STUDS W/Y�16dlTOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC) OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS � �4 SIMPSON SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. v -5/8"xlO" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 0-2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS -RECESS LINTEL SIMPSON SP4 SP2 I SIMPSON SIMPSON spi SIMPSON, 'X 1 O� ST J_� M' TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL ol Lj \-NAILED INTO TRANSOM FRAMING SIMPSON SP4 4 - I L 2X8 P.T. BOTTOM P E SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON IMPSON SP4 /-S SP4 \-5/8"x`10" "J" BOLT @ 24" O.C. MAX. c SIMPSON (MIN. (2) PER BOTTOM PLATE) SP4 " LTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w c) =(z < w 2x TOP PLATE J V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PA.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. AL NTER RN N- BEARING WOOD FRAME WALL � �j SCALE: N.T.S. P4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED � LTS @ 24" O.C. v 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3' (5645# SPF) 3 , (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. t & NUT ROOFTRUSSABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY "I K.O. BLOCK W/(l) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2'-0" O.C. -MASONRY WALL Od I S@ 10d NAILS @ 6" O.C. l,,---- STAGGERED A STAGGERED TRANSOM FRAMING 0 0 N BEYOND-. i .--. I PLYWOOD FASTENED TO TRUSSES L .__.,-'��WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 0 & 8" O/C FIELD a SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING o SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY SIMPSON SP1 W/ (10) 1 Od NAILS WALL BELOW 0-�-5/8"X10"J-13OLTS@24"O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE — I I 5/8"x`10" "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 R SCALE: N.T.S. S4 cv) 04 '4t Lo co kn ol i= Lo �J: 00 . 4. UL L3 < Ll. ILU o" 3� �'f w 0 w w 0 z < V) a) �o > 0 N 0 L. "o P U m �-_ 6 cy) co E >' . P_ 4- ;- u p ul U -0-0- 0 , c: 0 u 0 E: 8 8 C<l " . 0) U < V) U Lu c: E'N q) C) �2 LD) co 0o) CL Lu w LLj Of (D C6 'o LU F_ LU _j . 2 , lo- Lu �- < W 2 _j Ir lyzaf z 02 < gv< 0 u- 0 0 0, _j 0 < F _j 0 1 ouz)moo�_<� 'o w'o9ozuz-oE2oomz=z)�2 0 0 U) 0 z cn Lu CL W Fn w '_ 75 w w < o o- > Z 9 z E uz < 0 w - 0 w 0 a- �OLU _2W6�0 LL <L 0 D Fnyzg< U- < 0 U- c:) c:) CN z Ill LD W 5 r, U) b (.0 c) c:) c1l) rl_ zco u) < Lo D_ W Z> u) LL qt z LLI L0 cyi T- < < oo z u z w w 0 to I- C) 0 cq 0 CN 0 cq N 0 CIN 0 o clq 0 00 r.- M WQ 0 m 0 C) C-4 0 z 0 LoLu > C\i, vi 4 00 Z <Z Lu C) 9 cn ui 0 zz 000 Lu - 0 0 (n Lo 0 p z 5; oui- cl or< z Q� - a. 0� yj Lu 3: w r- co rt Lu Ln (D I-I._.m o-'o z6m w CL >_ m cp < I-- =) 2§2 co 0 z Of 0 0 <UJW _j z LL N m z z < z 0 0 z z z uj _j r- >0 LAST PLOT DATE m m 4_0 z 0 STRUCTURAL _j DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" TOENAIL w/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-7 rIF >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. wl (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - 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 t7 SCHEDULE FOR SHEATHING DETAIL 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CR011 BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL� KERN 2x4 KICKER 2x8 SYP#2 1" BRACE TO 0 RIDGE FASTENED AT .7 @4,KI 8 _O�O/C_ @ 8'-0" EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. E TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. q;7R;: , BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 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" O.C. FIE LD 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) 1 Od & (2) 1 Od 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 NAI LS . . 2x4 "T" ON TOP OF PANEL BLOCKING-:�-" 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM ��:2x4 "T" ON TOP OF PANEL @ 48" O.C. BLOCKING, FASTEN WITH " " " " " " MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Od 3" 4" O/C 1/2' NAILS AT 6'0" 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM IN KO BLOC O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER PSON M ETAl 2 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH S TRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION—r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. � �5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 1\ �5 TITEN ON OUTSIDE I 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP x SEE STRUCTURAL--,,,_ CHORD BLOCKING NOTES AND NAILING x INFORMATION ZD ;o 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/,::/ -WOOD TRUSSES (D 60 2 co 2"x4" CROSS BRACE ---- (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W1 (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS - - - - -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL I m I I I OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) @ LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. 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 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 0dx3" @ 4" O/C SIMPSON HGAl OKT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO —1 TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION SCALE: N.T.S. � �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S6 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM1 OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEI BLOCKING, FASTEN WITH L 2x4 BLOCKING W1 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. (�b COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARNG LOCATION tl " �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SECTION SCALE: 3/4" l'-O" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 9 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ww- wwww wwa— w, A-- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL i SCALE: N.T,S. S5 GABLE END BRACING DETAIL 12" �SH SCHEDULE kTTACHMENT ? SYP BLK'G @ 16" O.C. J x 0.131 AILS EA. SIDE . 2x4 #2 SYP wl 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. �5 MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3) 1 Od x 3" AT H! EACH CONN. @ 24" OIC —MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON. HGAl OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16" D.C. GABLE END BRACING DETAIL SCALE: 3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 wl (12) 1 Od NAILS AT EACH STUD ENDJACK 1 l'-O" MAX, cr Lu CL CORNERJACK U < Lu z 0 1 llr% r-r% A R Alk 1^ r%r-r-rr-%r-K 1^r- r%l A k I 2x4 BLOCKING-,,,,,, --2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED 10d NAILS 4' O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL 5) SCALE: N.T.S. 4 AL 2x4 "T" BLOCKING 48" O.C. 1" BRACE ATTACHED ---16d NAIL 110, W/ 1 Od NAILS @ 4 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAI L r6 SCALE: N.T.s. �\ �5 DIAPHRAGM BLOCKING @ 48" O/C -,-GABLE TRUSS -�EE I I A TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /'--7 AS PER HIB 91 SCALE: N.T.S. \S5 20'-0" MAX 20'-0" MAX "X"BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. Fill Fill Fill Fill Fill M Fill m cc mm mmm � m NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Lo 0 00 Lo 00 C) I ILU o' < ZF 111 4. ;e 0 < (A 0 LO E > 0 0 L. *= %0 u -5, 3 C) co 6 cy) cq Q V) 2 2 4- U co u c" (n - 0 c') 4) E -E 2 c: Z) 0 2 75 M: 8 9 c u < u u Lu 00 E C6 0 zo 7C) C) 0 CL Lu Lu 0 LLJ 'd w o C6 uj � W wm�-o F- < Ix z w- w z 0 o "c o 20 -j o w =) � :t C) F- -i U) <ox-ix ooz)moa�-- ltooco z 'a cn 'ot I oz " o - 'o c) w w x Z =) 0 0 U) 0 z U) a. Fn Lu W Wu Fn w < o 5 -1 0 a. > z z Z u- 0 W 0 CL wz CL ILL <�-w �w6mo < ow oyzg< 0 U. 0 c:) N z 0 D > U) 0 CD 0 I..: cf) 0 U) cy) ['*- Lo CL co _j u- lqt r.- < uj Lo of cyi W 0- T- co < z 0 z w Q C:) (o 0 0 N 0 C*4 CD Cq cl 0 C> 00 clq C) 0 CD 0 z 0 Lo cn w ul 0 C'i 0 C'i CD 4 00 Z Z LLI 0 ui azz 0 b "loo C-) 70 Lo -0 0 z 5; ow- 0 r z 1-- =0 m R Lu Ln 1: Ix Lli Ln 0 co=w 0--'o zr)m LLJ >- CL >-mu) < F- =) 00 oz 0 xx C) L) :5 w Z z z a- z 50 < m < F- L) 0 0 z < z z W >0 LAST PLOT DATE 0 0 z 4--f 0 STRUCTURAL .j DETAILS 12 BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE 11 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 11 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" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. -SHINGLE ROOF -SHINGLE ROOF O.S.B. (SEE ROOF NAILING 15/32" CDX PLYWOOD OR 7/16" SCHEDULE ON SHT SN1) LUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS lx2 NAILER LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO 16" O.C. 2X S.P.F. STUDS Lu 0 W1 (4) 16d TOENAILS TO TOP PLATE 0 (n L 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W1 (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J uj LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12"O.C. FIELD U- INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� S6 S6 SPACE INTO APPROX. EQUAL AREAS. f FLOOR SYSTEM SEAT ETALSEAT ETAL �P\ER 0 OR FELT 7PLAN7/ PAPER FOR MOISTURE A. BARRIER 1/2" HIGH STRENGTH OR 518" GYP WB (OR 5/8' GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'0/C WALLS STD. 90 POOK (SEE DETAIL) 1/2" GYP WB 8"x8"Xl 6" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) uJ 0 4"x4" INSPECTION PORT AT zi a. EACH FILL CELL TYPICAL W CD 1 x WD FURRING @ 24" O.C. a - AT GAPAGE CONTRACTOR BASEBOARD ED TO CLI f BLOCK OR POUR m- MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE '4 w 00 /FINISH GRADE 44 A op 6x6 Wl.4xWl. 7 WWF OR FIBE MES 4 I I r__ 9 4 LLFE.1 I [�.El I F m T T: 1—jjj=_j_L --STD. 90'H lot I 'HAIR'.!.-/ OOK (3) # 5 REBAR ON 3" C (SEE DETAIL) W/3" MIN. CLEARANCE 4-1 11-8-1 TYP 2-STORY WALL SECTIO SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP W/ (8) 1 Od x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-C FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d X 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST *SIMPSON LTP4 W/ (12) 8d xl 1/2" NAIL @ 24" O.C. I lst FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES:*USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING --\ ATTACHED WALL SHEATHING 5z TO BOTTOM PLATE/CHORD W1 8d '0/ @ 4' C, 2 ROWS STAGGERED E S6 FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF E N D WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING -A FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 wl (8) 1 0dXl 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2_02 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 314"=V4 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/4"=V-0" S6 B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-0" "6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'4'. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE .5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH lr� AV A-4 44 FF--T[T;:= 4. .-A ETI r=TI F I I IvtL___-t-(3) #5 CONT. ON 3" 11-81, CHAIR W/ 3" MIN. F8 T 8" 1 CLEARANCE INTERIOR 2-STORY FRAME SECTION ��S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ��S6 ADDITIONAL SLAB INFORMATION. U' = U) 0 (o 15/32" OSS All EXPOSURE1 SHEATHING _x —X PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF w NOT FULL -i J HEIGHT SHEET- Z I I� I G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I EXPOSURE 1 F SHEATHING w w SOLID 2x BLOCKING @ ALL Q\ SHEATH!NG EDGES(SEE OPENING -FrTION X-X) w q: 0 i� S _xx w _2xSTUDS LU BEYOND. S EE PLAN Ll Zi o I� ll�� L -1 Imll cn "-2x4 P.T. BASE \_�HORIZONTAL PLATEBEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI 1 r-1 r-XIA'rl^kl r%lAr%r'%ARA 3/8" SPAi S 3/4' _lr� 4t" SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3' D.C. STAGGERED FOR SHEATHING SECTION X-X 'M �,h4� �Rl V 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, O/c TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT W, PENETRATE SURFACE MORE THAN Y8". NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL NAILAT TOP PLATE TWO ROWS@ 4- O.C. w/8d COMMON NAIL z LL NAIL OPENING PERIMETER wl (2) ROWS @ 4" C.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6- D.C. w/ 8d COMMON NAIL. � = cn STAGGER ALL VERTICAL JOINTS & NAIL @ 4- D.C. w/ 8d COMMON NAIL 0 iwm W LML P 0 cr o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. cr 1.- 0 0 co (n U) 'a _' :' F- 20 LUL @ (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR @ VERTICAL z .' 0 w cr MEMBER IF GABLE END LL = , CD NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 21/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. � �6 & NAILING SCHED. REVISION 12-7-2020 I 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2)) 2x HEADER SEE PLAN �4 \-- INTERIOR HEADER: BOX H EADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS o EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T.BOT.PLATE ?b FLOOR TRUSS [�RFAM SEE PLAN FOR REQUIRED' CONNECTIONS i SECOND FLOOR LOAD BEAR I NG/EXTERIOR Ixe M FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 1 0""J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 WI.4xWl.4 WWF OR FIBERMESH 4'. A 04 -4 A m A A .11 M I I I M I , . I A. A A III �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPEN I NGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 114, (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (I)LSTA30 9'-1 6' (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS Wl TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE op (3)#5REBARON3"CHA.IR---j 4" 1 "1 1-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE JIS6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 cf) 04 Lo co Lo Lu z LLI 0 Lu 0 z < 0 4) 0 LO E > Q 04 0 Q) L. *= 'o q u (y) ro, 4— '15 2 aco) 'U 0 U-a -0 — 0) on E'I-- ft M c: 4) 0 u 01.0 m: 8 6 0 , U 'o (D < ci Ln :;� u Lu a CN -c 00 E H 0) co Lu 0 LLI Ld W LU W U) Lum 0 o I- It _j Ix z Lu 0 < 2 0 < X =) U) 0 ?. It u-000,-,o W z (.) F- < 00) 00 cy ox z Of LL - z 2 9zowoo _30�- cy w w in z Lu Lu P: < z L) 'o 0 00 U) o z in CL > U) I Lu w < _j 0 (L o z y o I z LL 0 W �< w<v5gwz _j 0 EL a. LL. o w ul 620 0 w 0 :D a z < 0 < U- U- 0 CN z ui > U) q CD 0 co p %00 cy) I%- Lo -1 LL_ LLJ <� 0� 0- CY5 a- 2 v co < z 0 z ui 0 _j C) CD 0 0 04 a N 0 cq v- N a Q 0 Q c� Q co 0 'o 0) a C.4 C) 0 U-) U) w Lu > C:� oI CD vi C) 4 u 00 Z U) < Z Lu C) _iI.-a Lij Z U) - z z 000 illo-A o C) w - o0u) u 0 z 5; CLUD 0 z < a- Lu Z>- 2 W Lu Il-- LU W Lr) 0 co it r-4 =)o o w U) I_-0 co 0 zxo :5 Lu u- z z a -Z co z — < < 1 0 0 a - co z S6 z z Lu uj _j r� 0 > 0 LAST PLOT DATE z 0 m 0 1 STRUCTURAL —J DETAILS — MONO 1/4" MAX ir 21-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER lx4 1/2" DRYWALL DOOR JAMB (REFER F-lx4 1/2" DRYWALL F DOOR JAMB (REFER ix4 1/2" DRYWALL TO PRODUCT FP. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN APPROVAL FOR CONN. x4 X4 -1/4"LONGX3/1 0 3 6" lx4 I�, F'R�T 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 111 DETAIL O.C. 2-ROWS INTO lx8 P.T. IKI FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH lX8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL lx8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. 116" x 3 -1/2" lx4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N. lx4 1/2" DRYWALL lx4 DOOR JAMB (REFER EACH END W1 MIN. TO PRODUCT TO PRODUCT �4M 2" EDGE DIST. 7',EDGE DlS7 APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" 1 6". k'12"DI APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH lx4 TAPCON @ 16" O.C. & L IST END w/ MIN. 2' EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. w/ ATTACH SECOND PLY w/ 2x P.T. AS REQlD MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT "OVER SIZE DOOR -WINDOW ROUGH OPENIN �T SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK A 2 x 8 45 DIAGONAL (4)lOdNAILSINTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 7A BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR-/y ARCH FACESW(4) 10d NAILSTHRU OSB INTO 2 x8 INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH .ARCH DETAIL SCALE: N.T.S. �s SECTION A -A 8- 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN EMBEDMENT INT��K. B-B /4" MAX 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK Ali 2 x 8 VERT. W/ (2) 1 Od 1 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OFW"-\. BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T ON T 2 x 8 VERT. BRACE(S) -------- )OSB 1��ULATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS '-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. EQUAL EQUAL BTWN. OSB ARCH FACES W/ (4) 10d NAILS I I — THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-13 ARCH DETAIL rK SCALE: N.T.S. �s 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. MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REBj (Typ') STD. 90' F HOOK (I Ellm +5A �_ NOTCH WEB AT FIRST 2 COURS AFAUI I Y = Z= 9 FUK I b I KAF = 1610 # FOR 2 STRAPS 1 PLY -ENGINEERED TRUSS PRE SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W1 (3) #6 X 4Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. 14 0 ROOF SHEATHING A17ACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 GA "ED NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 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. -X 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. A: F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT W FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W1 (2) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION (a) ENTRY SCALE: 3/4" V-0" �s (1) #5 BARS CONT. TOP WITH MIN. 3" COVER 04 m RADE z L 16" MIN, L MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE S I IKIAr%r%CDTADI C IKIQTAI I TinKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG-i TRUSS OESIGN JE I BELOW SEE NO 2x SUB FASCIA ALUM DRIP EDGE E.RG WALLTYPE ALUM FASCIA PE Q 'PLAN I -3,W'TRIM PAINTED , T7 7 x S I:jl.,NAI L vd 516" H EAD F CHANNF_ -4--_ - r �4 - ` C 4 DIA tp 24 _C FASTENED PER IVOI r E 2 B C-CNT VENTEDCR SOLID SOFFIT ELOV CONT .-X4 NAILED TC 2�c BLUO-r-KINGi NAII ED TO TOP Fit ��XKING w; '-'2d NAII S C"HOW) FVFRY OTHFR TRUSS W-_42d;%A'lLS, -!YP,('- -i,,%lA7ERIAL SPAN CAPACITIES BASED C.i_i BUILDER 70 v[Riry�'PROVIDE Son I ON I HE DESIGN PRESSLRF$ SPFl_;IFItD FCk CXhIPONEN"TS AND aADDING LISTED IN THE DESIGN CR�TERIA ON SHEET SN. 2 FOR S0FF.T ATTACHMENT AT INAH (PFP At PHA ALI-Ml INC FL# 1-6544 R5 Fl- PRZODUCT APPROVAL) F Cl IAN INEL 7ASTENED Toi CrOU v T NAIL .09T` DIX �,q� 24'Cj,C:.,A0 5VA'NIIN. E44DEDNIENT WOOD w'O'l 16 GA. 1.14"x1l" CROWN STAPLES @ 24"MAX, O.C. IN DIAMOND PATTERN SUB FASCIA W 16 GA. 34-x I i4' CROWN S] APLE ,�O EACH GROOVF STRUCTURAL SOFFIT SF01 F_,CALE_ 34' - V-0` FOR ALUMINUIN! SOFFITS WITH SPANS l'-4', HNISTALL MID'SPA114 BLOCKING PER R_V 09 " 2021 THE SOFFIT FL PA NSTA LATION CRITERIA '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. 0 (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD + + + PLYWOOD SHEATHING �Sl + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + + SOFFIT 7 + 2X4 SYP L EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO -(MAX. 41-0") CMU W/ 3" LONG T-NAILS @ _t,�N 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI.E. MSTAM STRAP Sr ALF-1/4 L OUCC7 n) AWN z 0 �2 2 U- 0 ui 0 2"x BOT. PLATE W/ (2) 1 Od @ 6" O..C.. L ATTACHED WALL SHEATHING TO 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD m / 2x BAND JOIST W/ FACE NAIL 10d BTTM CHORD, AND (8) T F@1ACOEPN&A ILS 1 Od @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO SIMPSON HGAM10KTA @ 12" O.C. wl(4)1/4xl 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO OURSES FILL 1 st 4 OUT SOLID W/GR FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR , . �.: � " FURTHER INSTRUCTIONS. !4 OV ERHANG-L RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 f-011 5l-011 b. wl 1 1.0 . A > #5 BAR -.F.CENTERED W/ t". 4 t> �6 .6- 9 'At. - - rop CD KNOCKOUT/ c-4 CHAIR BLOCK % I I s, Ell .E I % MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FIL L DIRT STANDARD go. HOOK 04 #5 BAR IN FILLED CELL b, b, ------- '! X STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC7 ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I -J— EXISTING FOOTING RETROFIT FILLED CELL DETAIL inN JAC_01 lki t%r%klr% SAW CUT SECTION ��l � SCALE: N.T.S. SCALE: N.T.S. co C14 a Lo CD ol co Lo �j Wl- IL: 4 w < LL. 0 0. 1 u z w 0 Ix 0 z < (4 4) 1>) L of) E 0 Q) 6. -0 q u -5, cy) cv) 00 4- C6 D u ol no v -a- E c: 0 0 0 < U Ln u Lu c (1) 00 E �? L_ 0 co .2) 7C) CL a) 'o Lu w W Ld (6 ui o W LU _j ui �_ 0 W Lu 2� <Igyzl z 0� 0 u- 0 0 0 0 U ax- w OZMOQ', , 0 Z, cy o z 'o EE o o ca a z L) Lu Lu I u W, =01 0 o U) 0 Z 05 EL V5 I W V5 w <Z iaa.:�,Zyol Z zowoolL :��<OLU�in-�Ww6mq E<L ILL. 0 w 2 F. z 9 < ow j5 m 0�<, < U- 0 C) C) N z ui 0 I-_ D 5 > (1) p 0 zFi cy) c) PA cy) %od U) LL_ UJ Lo co co Z 0 z Lu Lu C) -1 0 (o C 0 C4 cy N 0 N N C) Q a Q C) IN 0 Q co [,- Q - m cl) C 0 00 C) m CD F4 C) z 0 . LoLU W of > a a 0 C\it vi 9q- uo*) I'll- 00 >_ Z <Z UU C) Lu cn azz o L) LLJ 0 0 0 0 U5 Lo0 p z 5; 0 z n W9 LU Ln LU LU co ct Lu Ln 0=)O zom: w co 0 zwo < w w Ll_ Z ry z z z < < _3 0 0 0- z z z Ui uj -i r 0 > 0 LAST PLOT DATE z 0 � STRUCTURAL —J DETAILS - RETRO FIT IENGINEERING I SPECIFICATIONS I PRODUCT DESCRIPTIO HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. IMATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. IGENERAL 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 U360 VERTICAL DEFLECTION, EXCEPT LINTELS IT-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. ISAFE LOAD TABLE NOT 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. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A51 0 • MORTAR PER ASTM C270 TYPE M OR S 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 NTH 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 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �4'lmnr4' SAFE LOAD - POUNDS PER LINEAR FOOT 8U8 81`8-013 81`12-013 81`16-013 8F20-08 04-08 8F28-OB BF32-OB 8F8-1B 8F12-1B 81`16-113 8F20-1B 8F24-1B 81`28-113 8F32-1 B 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 f 0-9 5-1 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 _T693 4605 6113 7547 8974 10394 11809, 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224_ ;Fj -89 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)1 8733 (L91 10127 (19) V-1 0" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 _�451 2622 4360 7168 (45 6036 (19 7181 (19 8328 (20) 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 1 21 7 3480 5381 8360 10394 (37 li��:H 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 W3 (38 ]E]i� 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 1 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 1838 2316 2883 471 755 1075 1428 1838 1 2316 2883 14'-0" (168") PRECAST 279 424 1 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR t4-R- 458 783 1370 1902 2245 2517 712 15'-4" (184") PRESTRESSED N.R. N R N R NR NR N R N R NR 412 710 1250 1733 2058 2320 2513 17'4' (208") PRESTRESSED N.R. NR NR NR N R NR N R NR 300 548 1 950 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 1 N.R. NR NR NR NR NR NR NR_ 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS '4^zr.4'mwm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB BRF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6 -113 8RF10 -1B 8RF14 -113 8RF18 -113 8RF22 -113 BRF26 -113 8RF30 -113 4'-4" (52") PRECAST 11635 1749 3355 3280 4349 5421 6493 ' �56_7 - 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1 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) 9311(19). 6-10" (70") PRECAST 810 859 1653 1600 2124 2649 _ILL2) 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 1 901 1825 3120 5048 7915 1 9479 10893 (32) 7'-6" (90") PRECAST 669 755 1490 2459 1 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 (19)110893 (481 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1568 2253 3129 4150 1-991 (47) SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wP4c~m SAFE LOAD PLF TYPE LENGTH BU8 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 6-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 , -6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1 l'-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 1 14'-B" (176") PRESTRESSED N.R. 284 89 64" (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 4C^W-44WW SAFE LOAD PLF T�YPE LENGTH�� 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 -6" (54") PRECAST 694 1 693 1249 5'-8" (68") PRECAST 408 407 734 6-10" (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 1 227 - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4c^wr_4*94" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-2T 8F12-2T 8F16-2T 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 T-6" (42") PRECAS. 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 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 3607 4265 1 4924 7016 1632 2290 2949 1 3607 4265 1 4924 6-10" (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 1 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 (23 1021 1634(12) 21411) 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113415) 1471(15 181115 _LEJI� 2494 (15) 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15) 118�15 1458(15 1732 (15) 2007 (15) 530 686 1183 1526 1865 2204 2544 1 l'-4" (136") PRECAST 474 485 798(15) 1034 (15) 1272(15) 1510 (15) � 494 599 1028 1422 1738 2053 , 2369 12'-0" (144") PRECAST 470 (9) 441 212 936 (14) 115105) 1366051 1582 (15) 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418(15) 373 606 (14) 783 (14) 962 (14) 1141(14 1321(14) 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052(14 121804) 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 14'-8" (176") PRESTRESSED 239 323 519 (1� 671_ 13 823 (13) 976 (14) 1129(14) i4 -6 390 655 _. 968 1324 (8) 162�11) 1874(11) 15'-4" (184") PRESTRESSED 224 302 485 (13 626 (13) 767 (13) 909 (13) 1052(13) __T30 364 609 897 1224 (8) 1562(14) 1801(14) 17'-4" (208") PRESTRESSED 187 1 255 404 (12) (12) 637 (12)1 754 (12) 872 (12) 192 303 1 500 __�20 732 993 (8) 1268(14)1 1470 (14) 19'-4" (232") PRESTRESSED 162 222 347(11) 446(11 546 (12 646 (12) 74602) 166 261 424 616 831 (8) 1057(14) 1225 (14) . 21'-4" (256") PRESTRESSED 142 198 306(11) 393(11) 480(11) 567(11) 654(11) 142 230 369 531 713 (7) 903 (13) 1046 (13) 22'-0" (264") PRESTRESSED 137 192 295 (10), 378(11) 461 (10) 545(11) 629(11) 137 221 354 1 508 681 (7) 861(13) 997(13) 24'-0" (288") PRESTRESSED 1 124 175 267 (10)1 , 341 (101 416 (10) 491 (10 566 (10) 124 200 316 1 450 600 (7) 756(12) 875(13)1 (#,'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 41CANP-Own SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T BRF22-IT 8RF26-1T 8RF3G-1T 8RF6 -2T 8RF1 0 -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 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 6-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAM 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 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 1 91-8" (116") PRECAST 395 491 931(12) 1301(15) (15)1 1980(15 1 1 2322 �1611 395 1 589 1135 1514 __1640 1893 1 2272 2652 1 (#) 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 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8-1 B <D Q 0 0 1 > Ab > OU0 8F12-0B/1T 0 8" PRECAST LINTEL W/ (1�' #5 HOR CONT BAR & (2) COURSES OF 8 - K.O. BLOCKS W/ ( #5 CONT HOR BAR IN EACH - ALLUOUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. c/) U) x 0- m w 0 ca "0' E U) R 0� cp Lu LLJ LO #5 RE BAR AT C-) fj U) 4 cui I= j . BOTTOM MIN. (1) W_ a 0 0 Lu �Z_ REQ'D 16 GAUGE UJ Z uj b, CC F<- Uj U) F- t L POWERS STEEL LO U) U) P_ 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 MANUFACTURERS 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR < 0 < F- C.M.U. Z 1: � S2 0 Lu --GROUT 00 z '�?5 = #5 REBAR AT BOTTOM u� OF LINTEL CAVITY 0 - 7-5/8" BOTTOM REINFORCING ArTI PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 81-16-1BMT NOMINAL VADTHL]I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP �D 1ST FLOOR LINTEL PLAN (ELEVATION B' 3/1611 = 1 1-011 0 LO 00 00 Ln n' U. < voi% w 0 w w 0 z V) E > Q C14 0 co V) . co 2 4- u V) C'O E -2 0 2 0 LL a u 0 U C)L'lt Lu CN C co 0 �2 .2) 7C) a C1 co a) CL LLJ 0 LLJ LU _j Lu 2 �_ 0 Lu Lu mm_i z 0 W 0 < < _j 0 3: x U) LL C-) 0 0 _j 0 cj) 0 L.L _j - 0 <ax- w OZ20 I.- Q 0 0 '-0j 0 z 0 U) of 9 ZO U_ LOL R 0 Z 0 U) Lu LU V5 Z Lu 55 x CL w Lu I.- x < 0 0 0 0 (L z y 0 z z LL 0 LU Q _j c') 0 z � < Lu V5 Lu Z (L LL < 0 Lu m � I.- - a Lu 23 C-) < 0 W z < < LL < 0 LL C) 0 z CN Lu LD I-V) > co c) (0 c) m a <Ce) r*�_ wof _j L0 U) LL Iq U) r-_ LLJ U? W or) z 00 Z C) F_ z w C) 0 (0 co C, w N C'14 C-4 C) z 0 a CD 0 0 LO > c'i 0i 'i 6 w LO 'qt I 00 <Z LLI z(f) 0 w zz coo w - 0 00u) z 5; awc LO 0 or< z (L < T-i F_ w < WL- W F, � LIJ F_ 0 F- 1.- 2 0-no 1711-4 W zz)-m >. >_ m U) w < F- =) 0- N�m 00 0 z'0 C) < :5 M Q� Z L.L z z z 0 L) :� 0 z z S1 1 u0'j W C) > 0 LAST PLOT DATE Z9 a ApH14,2023 0 STRUCTURAL .j DETAILS B L-- - - - - - - - - - - - - --- (D 0 1ST FLOOR LINTEL PLAN (ELEVATION B' 3/1611 = 1 1-011 0 LO 00 00 Ln n' U. < voi% w 0 w w 0 z V) E > Q C14 0 co V) . co 2 4- u V) C'O E -2 0 2 0 LL a u 0 U C)L'lt Lu CN C co 0 �2 .2) 7C) a C1 co a) CL LLJ 0 LLJ LU _j Lu 2 �_ 0 Lu Lu mm_i z 0 W 0 < < _j 0 3: x U) LL C-) 0 0 _j 0 cj) 0 L.L _j - 0 <ax- w OZ20 I.- Q 0 0 '-0j 0 z 0 U) of 9 ZO U_ LOL R 0 Z 0 U) Lu LU V5 Z Lu 55 x CL w Lu I.- x < 0 0 0 0 (L z y 0 z z LL 0 LU Q _j c') 0 z � < Lu V5 Lu Z (L LL < 0 Lu m � I.- - a Lu 23 C-) < 0 W z < < LL < 0 LL C) 0 z CN Lu LD I-V) > co c) (0 c) m a <Ce) r*�_ wof _j L0 U) LL Iq U) r-_ LLJ U? W or) z 00 Z C) F_ z w C) 0 (0 co C, w N C'14 C-4 C) z 0 a CD 0 0 LO > c'i 0i 'i 6 w LO 'qt I 00 <Z LLI z(f) 0 w zz coo w - 0 00u) z 5; awc LO 0 or< z (L < T-i F_ w < WL- W F, � LIJ F_ 0 F- 1.- 2 0-no 1711-4 W zz)-m >. >_ m U) w < F- =) 0- N�m 00 0 z'0 C) < :5 M Q� Z L.L z z z 0 L) :� 0 z z S1 1 u0'j W C) > 0 LAST PLOT DATE Z9 a ApH14,2023 0 STRUCTURAL .j DETAILS B L-- - - - - - - - - - - - - --- (D 0 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 (l)#5U (1) #5L (1) #5U (0)#5L (1)#5U (])#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' f 1) #5L 11) #5U DETAIL'D' DETAIL'B'&'C' 2'- 19' 1 V-6' PRECAST (2) D4.5 WIRE (2) No. 3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 4--g- 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3'-Z' PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 54' 4'4' __LRECAST PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5'- 19' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1 1636 1636 1712 1712 6'-6" 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) No. 4 639 1167 1167 1152 1152 71-81' 6'-W' PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 8'-U' 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 11'4" 1 01-al PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 12'-0" 101-91 PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6" ll'-Z' PRECAST (2) No. 3 (2) No. 5 312 570 1 570 391 570 134" 12'-U' PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-g' PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-W' PRESTRESSED (2) No. 3 (2) 7116 strand + N . 4R 522 522 360 499 (2) No. 4 154" 14'-U' PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16-9' 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) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-U' 18'-g' PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 2 l'-4!' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 27-9' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-0" 1 1 22'-8" PRESTRESSED 1 (2) No. 3 1 1 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED d DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P PLIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD NTEL -1 FL.-IlLINTEL j8x16-P-1L/1lJj "CMINALWIDTHJ j L QUANTITY .1 #5 BAR A NOMINAL HEIGHT UPPER LINTEL CAVITY 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 fl)#5U (1)#5L (1)#5U (I I #5L (1) #5U (1)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H'&'J' DETAILK 2--1 0" V-6" I PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'41 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-a' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 4P4" 3-4- PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'4' 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 5'-4" 4'-0.1 PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 51�!(Yp 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 1 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 73-811 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'-4" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10'-6" 9'-2" 1 PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1 1448 1766 11 '-4" 10.-0.1 PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12441 1 l'-2" PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 13'-4" 12'-U' PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-0" 12'-&' PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 17'-4" 16'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 18.-Ol. PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 (2) No. 5 20'-U' 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 (2) No. 5 2 1'-4" 20'-a' PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 (2) No. 5 22'-a' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7116 strand + 24'Z' 1 22'-8" 1 PRESTRESSED 1 (2) No. 3 1 1 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL W' TYPE DESIGNATION P : PLAIN LINTEL/ QUA NTIFFY OF #5 BAR AT S SOLID LINTEL '� FL.-IRLI-EL CAVITY [8xl 6-P-1 L/I U] NOMINALWIGTHJ j L QUANT11 .111 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 2" 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 11) U (0) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2� U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-6' 74" 2-0' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4-9' 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 31-al 2-81, PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-&' 3'-4' 3-al PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51-81, 4'-4" 4-al PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 5-4- S-01 PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 6'-4" 6-U' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 8'-4" 8-U' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 I L"i J. I DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT I - SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x16-P-1L/1lJ] NOMINALWIDTH j j L 111ANT11 OF III BAR A NOMINAL HEIGHT UPPER LINTEL CAVITY 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 CAPACITYU CAPACITY CAPACITY (0)#5L (1)#5U (0) #5L (1) #5 (lCAPACITY #5L (1) #5U (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 3141 2j�7 PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 12) No. 3 6766 8225 9200 9445 4'-6" 3'-2F' 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 5'-4" 4'_OFI PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5'- 10" 1 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6!4$ 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 7-6" 6'-2FI PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 81-01, 6'-8" 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" 8J_OFI PRECAST (2) D4.5 WIRE J2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 ll'-4" 1 01_0F1 PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-0" 101-W PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 1214L 11 '-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'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-4" 18F_011 PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 181-81, PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 1 1 (2) No. 5 22'-0'. 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + :r� 88 488 260 493 (2) No. 5 (2) 7/16 strand + 24'-0" 22F-8" PRESTRESSED (2) No. 3 (2) No. 5 399 217 412 41 M 4; * DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN L -1 F111ANTITY01 *1 BAR AT LINTEL/ S-5OLD NTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/I U] NOMINAI ' WIDTHJ L Q1ANT1Y 0115 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY I 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) #51- (1) #5U (0)#5L (1)#5U (1; #51- (2) #5U DETAILV DETAIL'M' (1)#5L (])#5U DETAIL'N' DETAIL'L'&'M' 7-10" 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 10000 10000 1 OGOO 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 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 6261 10000 8605 10000 5'- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 8995 7007 9811 6141 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 81-011 6�-811 PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE [2) No. 4 3706 3706 3144 3683 9-4" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10.4. 9':�2.'.'_ PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 11 '-4" 10.-0.1 PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 17-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 1895 1895 1401 1895 12'-6" 111-21 PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 1605 1605 1107 1605 14'-0" 17-13" 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 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 (2) No. 4 19'-4" 18T_0.1 PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 (2) No. 5 20�-O" 18'-8" PRESTRESSED (2) No. 3 (2) 7/1 Tstra nd + 1008 1008 573 1048 (2) No. 5 2 V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 2'-8" PRESTRESSED (2) No. 3 1 (2) No. 5 740 1 740 1 393 1 772 1 1 41 DETAIL "L" .1 M" DETAIL "N" TYPE DESIGNATION P - FLA IN LINTEL/ -1 QUANTITY OF #5 BAR AT I - SOLID LINTEL r LOWER LINTEL AVrY [8xl 6-P-1 L/I U) NOMINAL1111TH j j L QUANTITY OF III BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY I GENERAL NOTES: 1.),CODES .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# FL1 774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 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 WTH ACI STANDARDS. 2.6 D4.5 W RE 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"(WTH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 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. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PE f R STRUCTURAL PLAN 7/3z" S IRRUPS AT 4'-0" Cc I E E'o (TIED OR WELDED) LO T TOM BARS Lo BOT 2 . Cq SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED AT EA. END - 4!' 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION. PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2" -f�7 (1) #5 CONTINUOUS REQ'D. c2f R STRUCTURAL PLAN PE ED CO 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE C0 04 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 RECESS 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 (])#5U (1)#5L (1)#5U (0)#5L (1)#5U (1) #5L (2) #5U DETAIL'O' DETAIL'P' (1)#4L (I)*5U DETAiL'Q' DETAIL'O'&'P' 2'-1 0" 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 10000 10000 10000 41-0" 2141 PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 5'-4" 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'-Z' PRECAST (2) D4.5 WIRE (2) No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7'-8" 6-4" PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 81-01. 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 81-1f, 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3865 1 3838 3010 3973 10'-6" 7-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 1 V-4" 1 01-9� PRECAST No. f9l No 5 2699 2699 1959 2699 IZ-0" 101-81, PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 1 l'-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 l4t�011 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. 4 15-f 14'-D" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 I . 9'-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) 7/16 strand + 1254 1254 702 1271 (2) No. 5 2 1'-4" 20'Z' PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 22'-9' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 (2) No. 5 (2) 7/16 strand + 24'-9' 22'-9' PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 P .4 TYPE DESIGNATION P PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -� rL--ER1II1TEL.A1FY [8x16-P-1L/1U] NOMINALWIDTHJ LQIANTII.F#51ARAI NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL"O" DETAIL"P" DETAIL"Q" CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 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 #' "' U '0' L #5 0 1 U III L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-CY' PRECAST (2) D4.5 WIRE �2) No. 3 1 5713 10000 10000 10000 4'-a' 2-8" 2'-1' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'- 10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4' 3'4Y' 2'-&' PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4-15' 3'-4" 31-01, PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-&' 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-9' 5'-4" 5-10" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7�-811 1 64" 6-0" PRECAST 2) D4.5 WIRE (2) No. 4 1 2292 1 2292 1918 2121 8'.1' 8'-0" PRECAST �21 D4.5 WIRE No. 4 1 1563 1 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P PLAIN LINTEL/ QUANTITY OF #5 BAR AT I -SOLD LINTEL -i r WIR LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIDTH j j LQ1A1T1YOF#5BARA NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2O" 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 fl) U (0) L #5 fl) U (1) L SOLID #5 (2) U �I) L DETAIL'DL' DETAIL'DM' DETAIL'DL'&'DM' DETAIL'DN' 3',8" 2'-4* 2'-0" PRECAST f2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 N-O" 2'-8" 2'-4" PRECAST f2) D4.5 WIRE (2) No. 3 6054 10000 a442 10000 4--2" 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 1 DODO 7552 10000 4'4" 3'-U' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 41_8TI 3'4' 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 1 D000 5613 10000 5'-8'' 4'4' 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 2"B 7050 3434 6540 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 1 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 1 UNIT'2551'- 1ST FLOOR PLAN_ 11811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP W IRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN I SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U (11 L SOLID #5 (2) U (1) L DETAiL'DA'1 DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1 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 1 1553 1284 1284 4'-8" 3'-4" 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" 1 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 1 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 1 669 669 1 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 1 261 393 A DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAV1TY & 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 #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO'&'DP' DETAIL'DQ' 3'-&' 74' 2'-G' PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-a' 2--a" 2'-4' PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 1 DOOO 10000 4'-2' 2'- 1 G' 2'-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 1 8604 1 DD00 4'-W 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-9' 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'-4" 51-01, PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 7-8" 1 8'-4" 1 8'-a' 1 PRECAST - (2) D4.5 WIRE I (2) No. 4 1552 I 2996 1183 2844 TYPE DESIGNATION q 0 [8x16-P-1L/1U1 L DETAIL "DL" DETAIL "DM" DETAIL "DN" D" DETAIL "DP' Q'I TYPE DESIGNATION [8x16-P-1L/1U1 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT I - SOLID L NTEL -1 FLOWIRINTIL.AVITY [8x16-P-1L/1U] NCMjNALWIDTHJ j L QUANTITY OF III BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE W�RKING LATERAL LOADS (PLF) X 8" LINTELS Total Length Type 9'x8l' 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 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11-4- Precast 132 651 17-0" Precast ill 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'-U' Prestressed N.R. 167 21 1411 Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended 04 0 u') CD LL 4K 00 LID Lu Cx �e, w 0 Lu w 0 z U1 (1) LO, E > 0 N 0 *= -0 q u n (y) �! C') P; 4- 'p, Cl) C) Cl) 00 u E u 00 0 0 LL c) < < Lu co E c-'i 0 rz, 000 a') ) I v uj w LU - 0 ULF LU 0 LU w w 1-- z w 0 < < 2 <Q��eoo cg =) � 0 LL 0 W z 0 F- C) P: -j CO) w <ax- W 0z200"--l` ::) 0<zLLh -j 0 z 0 M 0 0 m z LL < < z � L) 0 0 0 0 CL > Z �e 0 F Z-OWOX -J�<Ow�ozwz 0 0 (L CL W LL < 0 w U-1 amo 00� 0�ezg < 0 < < < LL LL 0 0 z C114 w > q C'0 0 z CY) 0 cy) r�- < W Lo -j a- (/) LL 2 U) z < w Lq cy) oo < < z 0 z w C) CIO C) CNI z 0 Rub L0 > (-4 cli .1i I 00 Z F- Z w 0 w zu) z z 0*) 0 000 w - 00w Lo0 z 5; or< Z W-a. wi�m < w F-� X: (!) W = W M F- 2 Lr) �- 1.- 0 z w >- IL < F- D 2�2 00 0 zwo C:) < 0 !Sww Z U. 0� z Z a. U) z a! § 0 L) 0 :� q- F- z S12 of z w W 0-) > C) LAST PLOT DATE C14 4-j z 0 STRUtTRUAL DETAIL B §§9aW9Wff Mounting Srackots,'l 0 Galugw +1 �'2- A 4- 1 2-12- UZ3090145119MMMIM Bolts 112'Dia, A32 Jyp.) wmhef; / Sellf-Locking Nurs N Sack Cross support (May h-P rw vn'W� Right Bracket (-6 Wtge;I OIL 1414 S, IWA6,11,01 At C UP"( Br.� oy� i Edge Fron Crass; Support (Addly be cii t to W I Left Bracket (16 WuqC a 14 Self-C�r$ng 5iievrN "'Jonli DirdtilretN 8 Bai:kCroS,,5Lppottlrt(i AK Unit Bottom 5ide �Typii:Ai 3 cachsidc for hurricarie ulso) 17— 1, LuLourrr — � " � ak'l .'TS ,, l' Huv'� An pr RaKM Sa thaviii ata"ite upon Inrcirainit Its, -A A lsptr I Florida Depat"W of Business & ProfessIonat Regulation Few 1 di Building Codes and Standards Product Approval Application Detail ;96 P" Vent ogue fttlna "t Vent *Nmdvam cmw Ut"t�A F&C Assomrsal &A 01910 Alifirree" 10-10 S-t Verd Pldwl., I- mosesiGnihIern H—.f NRE -0aft 8das. P E ar.1020 17114126'A' ln"2� 4-I.—d canearin smo2oll careponenas PF-r778 (3_-*Y&IerM socaregone Producer hvoft��oarg a P.." of sift, Tachna�.VV Convillaece 114-ishoiJ, E.k,-b- Fiodft RogAisitO Amrrinwt � 4 uw..r Ftemloi FL*M=�ftfrodwcts pror'"knai Bone" Prod, a 0 Sk-IN.4 WC100,11540510 r _nVent M=40154esl I 3 froom Made 1`11;41'�S�z 4 1-* 91540-521 Model 11,154WA-14 orrorivont Mope 01541>$70 7 S -~t labdal 40,1540,5,4 =W�0C.l Fl-d..d Wntat- Vent D.T6' FWAsedWebI.O.Wni ir,ruatsdFlood Yw InvolisledFlOWNrint IfiLeud; Gis-ne 0ftt Fk3W V" *wd W@0 firmialsid Flood Vint 14 5&9,d Garaq. Diel Feist Ver,1 12131r= Y vas NIA -100�10r I 2131)20r Y Y_ AA -1 W 100 I n1r= Yes Yes NA .100"100 1 Z131 r= Yes '11 NA .100�100 T 211112M Y 111A WA tmllr= Yes Yes N)A -lci)� 100 t 2111 rXV1 's, kA IVA Florida Department of Business & Professional Regulation howl or I BL'Adl no Codes am Standards Prodmi Approval Application Detail coo 11111a 2* no allfthlaft 2" 20111 Vernon mansurd.— iAWWKAISMU Vaill"Vid as IlikidM 2AM01W LDQANKM Asnoussiad Mill W11,000 2020 Drexel MOUIN INC, Aftin Shuffem 240)"1 R, Rest Loclini Bqw-ft P E 081012nX 04M9,2021C QW0=0 iwv"20 AIW-W Category; R006n; f502� 10&1511 PE-14011 �324� a00-10100 3,esdaee": Moral R*uffV considered Maine* Eeklivalinic R.W kern a R.Oft "InVed AMbkd — Lloner Wo "Und. Prolims—A Iiener, FUW!18114k� Pr2deas QU&WV AUWW( 6wf2m W usia, Aciprowd for use PeAw suatw_mim Q�l outelft, atostam emm Best— COG 100ND ow_ 1!5M VMC 1755, asm: 200S 1 Z'S I f-I 02 Z Yee No NIA 'Q�lic owc�!Iv Florida Departinent of Boshross & Prpfesslonad Regulation FsVIZV4 Buidirt; Codes and Standards PriliditsotAppird"I APPIrcAt" Detail illisity 2" ut aftbil" 21141 cc".1 Mills"IL& Valedatod SAM*tgd Fac Alilarreal R_'_ 2020 �Ivc Ja4-non L.— F PC py" J IQ% P E 1-q.'470�1 12110-do W102021 dallifto Ed— 0— PE-4341M 31"Weaery'. C-arghu EA10, Oct, Aw-do— Causplance **In"; Fvsdaiuion R-W Irnm - M n�:* Is"Iftred Ardhiled 0 a LCW sId FICeft Pr�**W,01 Fire-rilte, LUJIMELallaw" liallussill 1c: 6 se AQQ;R� k1guld 2m�ia ladmiuct Model. a Cn HM outaigir LW llsisdIl" hullplat Tne—Tru F,ber-Ci.— ..d SerninwMer t1ininhal 62442�91 &CLid: linpao4ei". CPawt �ZW`10214 No Y_ ',es eirr, cr,""I'Me Edge Fbor"%% S' oe Deer flIss,esn"D nisring Xcorifgr,,a"� 7 b, Th—e-Tru lbin-Dwes— .,d,%Tdra,r coa� 1213trk.S No Ye, cc.P�EAWQ 10 XO O'Keroy'C", tietrlur��i 3 Nk:erl.al "A" 6 &CIvot. irpadp"),", Opaque 11,1YW25 flu Y" Yes r4A Cornpoete Edge Fiberglass Doubts Elm tr V �M_i "ames 4reanPk!lUl_co: xx'� oxxo w0puratons) 4 d Th— T. rrqC'-Do at' S'% sv'�"lw rifix3vb &4sualimpodac.0t 00-TA 1211'em Ies ILA Carposirs "o NbeaLIN, angle oax ne; X e-tv'rl'on, 5 6 Tnk-.T,� F4W-C%.o, end lirrWils Sri, N_ A 1"39,1 "arw".44-1, C"'_ 12t31 r2(YM No 'V_ W. Edo. Fic"O.-drin, D�h X04 OX e' OXO �fqtw'sr 6 TII�Thi Fbor-o"Ilt end swcw� Pur N—nw 9"UP 12rArL-16 Nn Y" Yes WA Comp -Air Edge Fibirghles Deblie C— in , I Or Th"WitTM Fieaf-Cln.0 and 140 Yee, WA C—pusk. Edge 9balite, Snot 0— X tosiorlesirm) h, Then"e-TM Fiborc(alsft -0 5" Son N—OW ss"a"A Sq's**npUd1,q,d olaulsis No Y. Yes, WA Compecoo Egge Rbeirulsess Single Dox WIn 94011** xo� Oxor OXG dansinim stir I Th prIll. F,ble-Oavia: and Smooth-9ar N"nal 121n'W282t NQ Yes Y" WA C—oosirr� edge Meares- DoCtA. Core mth - vlttaw Sdeiter 4nowArrOutewa Lx o, GXXO cq�kwwansl 10 1 IT—T. 1"b-a-sk -1 3dfesw N—al awP't Glazes Rbergass slnlot C�y X emigumkin) N."Imm 86438.0 sclual v�14od6olA Graced 12r,112W, W Yes Yee IVA C,ompodge ELVe Filberoa,"610gle, Dsor Wh sdrIft AD 09 D K0 coneiginiato,"t 1'2 1 I'Nernis-tru Fiberoe.w. sins 5rytx*nev NamnA nazoisl Izr"20211 N. Y. Yes, WA C4r,votk. Edge 191saiross. DftbW Cott .0, or *"W Weiss drrswerV0ut'~Q, �C<a 0AKG xallowrattolin NorNnal G4..d 1=1Q025 is. Y" Y_ WA Molded 09w Ceinelisist Ed" Flttrgirss Snok can, X esinf-ft wlol) 7h*—Tm eP4 N—.m i=lram N. Yes Y. WA 0oidlid ore, Campowa, rdS. UlCinoio Sirilisi Do-91, Glared Molded Open SlOtiftic lin—vow—i'll; Xcl, ox � OX0 Tio—Tru r1hie-a"ar &M Smoolle-SI. Neminal 9&039�8 "19:knsd&q.Ie� ol-W 12^1W6 No We Vinkliod Do- Courp-ill, Edge fibergi— D-bi. Do. �ft 01—A Gated Melded Cc- SidelliCis XX ; oxxo WAOL"NcntI 7s.—Tru RWIPCIal�P win !knalfta., Nominal 68,0311 A "N:W"O&quot I;Yalf.1020 No le, WA C*10oad. Etc. Rbiloosts 94o. D� VO skidecootnad or OXO _00=) 17 Cl. TrUirmis-In, FiDeir-Ceselt ON So(odi-Slar N01 SA439 4A SWIN.ImcirdLoune Olzaaw. I Z1121026 fat WA Conwitt ."aut =td radical; open sidelles XX or OXXO Florida Department of &siress & Professional Regulation Raftl al Building Codes a nd Stilirdards IWX.11 Product Approval Application Delatil orressaill, WiNew D� 3,ibCarmg.ey- SW*19;dder- 0— As—nhb- C WIN—Ifflaltied- I%* . Linifina pld!=MN"�Q 8"# dL slurril,.- N_ S �Uirgss lill kniliso, Imly or A" 29t DAR asid 291 QMW LmamELLbkmm YAW" 1111 Y,41dziod &smog M262mow amu 1111311161, �sns RNO-rii. Mali -Deft K�10_ 4;� VOu. 1V1&Z0zQ i1r,"_ APV.,W OA$� 315-14gri 2WWL&UffAm AliestareildfMve ftaieuesd 1, List b= 2uwu Isl.ftao a ... to— cenaradrea"Iterissia in N.W Wads hvmz flasisUall Pinsts" MrUK 81dng Gain Doss, "W71121 Yes Y_ 'es iWA March 6, 2023 , 1E, i ho'kel 11 � � � � , � � I ' '' is I N MEINN: 011 1''Iff; &9:JS I As required by Florida Statute 553.842 and Florida Administrative Code 9B-72. please proAde the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS I 1 1 1 1 A. SWINGING The rm aTru Fiber -Classic and Smooth -Star (NON -IMPACT), FL20461.1 +67.0/-67.0 psf 12/31/2026 The rm aTru Fiber-Ciassic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 The rm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 . +80.01-80.0 psf 12/3112026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205103 +38.7/-38.7 psf 411412026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/81001'8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000.181 00J8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/3112023 Wayne -Dalton Series 8000/81001'8200 #1124 (16X7) FL8248. 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Di4sion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 1018/2023 PGT Series 5500 FL239.2 U'A 713012025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6122/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/_55.0 psf 211612024 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3127/2023 Pella Corporation Series 10 Sliding"Ninclow FL12811 1`111A 5125/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 fq-!A 4130/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7115/2024 Pella Corporation 10 Series Flarge �ixed FL16280 NIA 5125/2031 D. MULLION Ml Windows and Doors Series 5764 FL15353.2 UA 12/31/2024 PGT Series 5500 FL261.1 NIA 5126(2026 E. OTHE R 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL1 3192.2 N/A 12/31/2023 B. SOFF11s, Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272.2 +75.0/-75,.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544R5 +54.2./-54.2 psf 7130/2023 C. OTHE R 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N!A 12/1612025 B. UNDERLAYMENTS Tamko (for Shingle Roo� 151b Felt Underlayment FL12328 NIA 6129/2023 Plyglass USA. Inc . (for Tile Root POLYSTICK TU MAX FL5259 tqfA 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 NA 9/912026 Florida Metal Products, Inc Vent RV10 FL21580.3 41A 12/3112024 Lomanco. Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/1012025 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FI_7849� 16 - FL,7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMIC 175S, DMC 200S. DMC 5V FL17679-1 +011-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12,131/2023 All American Shutters & Glass Galvanized Steel Storrn Panels FL17869A N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES 17W Building Components Alpine Truss Plates FL1999.1 - FL1999A Nl,"A 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - F112197.5 NIA 12/31/2024 C, ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL. PSL, LSL FL6527.1 - FL6527.5 NYA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9111/2023 Commercial Concrete Products. Inc. High Strength Concrete Lintels FL1774 NIA 5,12&2024 7he products listed below did not demonstrate product approval at plan reAew. I understand that at the time of inspection of these products, the following infbrmation must be a\railable to the inspector on the jobsite: 1) copy ofthe product approval, 2) I a 4 reum, I NOR 1", End to] ; 1 0 E, G Florida Clieparlynent of Business& Professional Regulation Building Cordles and Standards Product Approval Application Detail r.ft irmlign Manutoolurt yagglim Yalidated Submitted L09-AeRmAL Apbroved GAMS Rwnnon 2M 7h*�Triu CoMorsirLI, sts,*Jaspsneor Lyndur F Scrhondt P E. Ryan J K.9 P E_ 07rr-= 07MM" 071W22020 lorra'2M Applemel C-saigiorlir Gow" Do,,*& (800) 8434628 PE-4W.4 1813) M-1555 subofill"erf. S�'.CQIN Eirs-ow CXX. Ascon�krilet cc COMPIMM MoOO4: F�#uvtion Roper frorn a en FlorehaReqrs,loich! krzteci or a Lloemilid rb,W ri.92CM1041:3 P,olosirsiornall Engreser Pr 1;110 or Name ProductDanninicin QUWLAU== Anoroved for Ulm A2&M,2dJpLUK CWIM!�� Daft in HYl1Z Dutede HVW IMS= Resistant 21111111111 Peter !C'21=7!�shnnbe se, arld Smoor"tar Nominal U010*8 11,quotidipactfieum Opaque Yes Yes Yee Nlh Composite Ecge Fiberglass 3ogle Door X oonhg.ob..� 2 Is -7ru bePC razard IT Nornh;l6ae`z9,8 uotIrnparoAquot0piquise 12f3l t2on Yes Yee Yee WA comroishe Edge FibienWass, S41918 Door "Oh Ndelkeisi i3nneengloutswrl OX a 0X0 3 c, Tnisrrns-Tfu Fbar-Claicn� and Srnoot!�Star Nominal msil'* t CPO** 12/31= Yes ye5 Yes WA, C.0mrossrse EoRe Fftrg�ass Double Door oath or othow: stwmt (inswevousev": xx or D'xxo ftohgwartaftia 4 is Thanno-Thl Fbiar.Ctasroc and SnhoothZAler Nonnriai U05RC) 3QUi:KIrMad&quCA� Opaquia IZ0112022 Yes Y" YIN NrA Compoensr twe Fribeigi Silgar Door X cozursbon) 5 e, T�--T,. F� bee-r-lars— -d Srnorith,61— N--t U41*0 Opesiume l2r31r?T22 Yes Yes, Yes, Wk Composite 61ge Fiberglass Slight Door win Sidelte(g) OX or 0)(0 oorftudasoosi 8 ir Triernna-TM FititiuCLasw AN Srnn*,SAf Nominal a&*39, a &oUot1ft"C%qCVA� Opaque 1"Q= Yee Yes WA (;nm�p*site Edge Fiblvioass lJoeble Do" With W _,ho,A Sftioes, iW%e,,rWOUM"r )or 'or C=o —5g,lah—) 7 il Thernna-TTL r her.Ct"w lend Serloorr-SM, Nominal 6&439r 9 &QU0kJzr"d&qUol, 15,1228d 12r3VZM Yes Ves, Yes Wk C�ompoqlhr Fogs; Picargla" Sigas Door onsaingloutromrV X olinfligw7tion) 8 h I V31 *021. Yes Yes Yes Wk c�oovosto awo Fiberglass %igic Door "it- sdeltb�s) Ox o; DKO �Nuoahonq 9 i Thminia-Tw Fibes-CO.—sc and Sr000lh-Rair Nonnat U*V,8, &quatimpactilqual, Gazed 1231,12= Yes. Yes; I'm WA. composilri,e Edge Fewfloan Dousla, Door wt.. or Ifthout Soothes XY, or WIX0 10 i 7herona-7w riber-CLissic and Smucnh�Sblr No"nal M",O &quocfripactLquot, Gazed 12*1 r= voo Yes Yft WA Composde Ed;. Fibergiasir`�ngee Door (Insrjx�'Ase."; X —fig.ratc.) 11 k Therma.Tru and SmendnrSta' Nonnal 9&#3�k 0 9qUfit;tMPQcr&W0t 11fal;zed I VS1 r-022 Ves Ves Yes WA _'mposabe Edge tberglass &ngls Nno,%&, '116eltelsi 1henMnoK)UtsWrQ )(0, OX or DX0 confturahoma 12 1 Therone-Tw Fbar-C"cic and Smoo$41ber Nominal 8&039�,o aeruot�moactliwq� owed i=112= Yes Yes, Iresi WA rompoinde Ed;e Fitarglass Double Doorsefi or 'Whout Siderken Ning-mriooamsein XX W woto =AQU'afion t 3 m Them�Tru Ffbisrr�Clfttl and Snrooth-Star Nominal UISP 6 Squotlmoact&qvot ripaquie I Z13 111-1072 yes US Yee WA compolate Edge Fleerglitassirrqw, Door 14 n Thermal Tru Fiber-Clasarcr and Smoc,"ta, Nominal 690361,8 &queselm,plactAltudi; Opaque, I M 1 Q= Yes Yee WA r-Drivicarte Fell Fiberglass Debbie Dow eilth OXXO configuration) 15 o Theornm Tiu Haer-Uaaso and SmootPSter Nominal D &q6KL[n)pict&C;CdL, opliquic 12flV'2022 '(ft Voss 'Yes WA compoleire Edge Fiberglass Singer Door �fth Non�lnnpaclgquol , Sid&lihes) XO �OX or 0X0 �lt; uraborni) 16 p Tiveroma, Iry PIMP,Claeid and Srrwo�tw Nomnal Usl3grO &quatimpectLepuat Opsiquis lmlr= Yes iies Yes WA ConVoside Ed4le F,tAglan Double Do" voth Squct�Non,lnnaad&quol, S061103 (InWnWOUISiMng� Onito Configuration) t 7 q Theine*-7. Fiber,-Cei.x. and SrF000th-Sds, N.—I M*30FS Opaque 12dil Yea Yes. No NfA Etc Fiberg[rin Single Door comfiguration) $8 r Thorma,-TL Fiber Oases: arid Scrooth-Squ Norronall 864113R.8 &qLM.Non-Impactiliquot. Opaque 12j3I r2022 Yee ysis� No WA Composte P-d;e Fiberglass single Door vish Scialtin(s) X0, OX a 0X0 conliguralfiorow 10 s, Thilemil-Inr Figsw-Claysw and Shmvh,Star tionnal ";43U &quot Nor .1rinadtilquicir Opaque t=i= Y" Yes No WA -Ilthov� Sidelicsis rmWNr0wVeesrsg XX or 0XXQ coolIguriAlonsa 20 t Thshmv-Tlu Fitsef�,;Iosw and Snnooth-ftf Nominal WP.0 Muot:Noo4mpacWquqt Opaque 12n I r= Y" Ves No �WA ComPoste Edge F,D*,V ass 94nole Done, ll'soonalourhw.o; X corN.'sto.) 21 Therrva Tru FAmP Classc and Smorith-Star Noffinral 8&0391.0 &quotNon-1mp&et&quot onquar 72?31 Q022 Yes V— No WA C ,ompagrIor Ec4o Fiberglass single Dsor wth g )00, OX ow CIAO corenturabonv _2 Th.— 1� Fe0.� -d 8—*.Slar N—all K14039�0 ILquotN lrrllrraoisquo� GreiqUa, I ZS 11207-1 'Y— yes P40 WA Co,nposbe Edge Mbffgr;ola Double Door vith a, vwsthorur Sidekles llrisaeinglCashsvnns� XX or OXKO -howrine-T. F,6cr-Vvsrsu; and 9nnofti-Stiv Nominal MIAMI.$ &qvotNeor, loripecacii9t 01a; sid 12,31= Yee Yee No WA combosrue Udas $irillis Door (lnsWmgA0wknrwrV Xoorfiburation) 24 x- Therma-Tru FetwaPCIassm andsmootb-Star Noirral MAV.0 &qu oi;Glarisd IM1=22 'Yes; Y" No WA compossitis Engle R==`s=-1: w9h SkW*s) (InswrVrOusaiiIng, X0, OX a 0X0 00hingunifionQ �_6 y- The"M .1ru Fiber Casale Me Smooth -Stair Nominal 12131FX22 Y" No KA Comperstre Edge FibeigCowi Double Door w1h or ,vithout Siderites, XX or GXXrJ coriliquaroonc 26 r Thisirra-Tru Fioer�Ojlssk and Smootl�ssv Nominal 6&039:03quotNc� impiroAquok GM2*d QW0022 Yes Yes NO WA Composite Edge Fllsarpkm Singie Door Xcodganstan) 27 za T"rns;TTu Fiber-Clawk and Smocith-Star Nannies! SUM0 9quorNon- krsontfirsuot� Gated 120V2022 'Yela yes Nlo WA Composite Edge FlIner2lares single Door wdh -%dalft(s) Onsionirlaurreanng X0 OX m OXO co4gundrodsl 2a A T�wqmai JN arid sirrooth-quir N�ral mosigo Glared *131= 'res yrss� NO WA Ccimpoal Edge r1bergraw Double Door wM or YeAhout Stickers XKor OUG Florida Depanniant of Business & ProlessIonal Regulation Per, r 2 Bulldog Codes and Standards 115rwt Product Approval Application Detaill RMS=4t$ C9111 Intlix.gr go DWI Do# Find 2" Im Vahl itinudiCkM Conrad toAaSKA.UMM vmdmw a, vasamod sumn1m F3Q A—Vai aeflnoVM1 man R.,A,O, 2070 M Widoier and Dws arentatlliw L CA RObeft,', L,'Inki FAreen is Unel' PE lofflar2o2a IGICIIII72-M 10AWKID I Z� 5,10 20 Awsed omqaw� EArtnor ows � 71 7r 365.330) PE E2514 r rI317-6454 "Caragsi#V: 314.0 Eiferint Dw Arsisniollei bsillnot'a—d"on, correillanct **the* t"lustion Pqp:r t'� a Florida Rreashumd ArChriect se. Ulan-d Flard. 1,ofes—al engine. guidU AMuorm Allialtm For Use A2KrJJdJff_ft 1111219 fill-# Number " hirm ==UMINUMSW Prodw In KVMZ outside lieshimpa Pressuni I SERIES 420 ALQ III M SOD 0X0 '20V2024 NO Yee No tea, 141-ussiquot.&Mquet: 04014-REINFORCED M�IVG420ALUMINUM W-Z SERIES CiOALUMMkIMSCI)f�9 XO, 9X .14024 No No "'A RaLqu*�'aosqum Wdw REIN K)RCED SEWS 420 ALUMINUM 5CO RLIWORCeD 5ERIFS 470 ALUMINUM %D RIERVORCeO 0X0 T ZIW2024 No Yes ?to WA 4 SPIF94.1)ALUMINUMUM RFJNFORC*M SERIE-6 420 ALUMINUM SOD REWORDED OK 120,11,12024 no Yes No WA XO. " z*4quarx�66iod, 5 SEMES 420ALUMINUM SGO REROGRUM &ERIETS 420 ALdMirIUM Soo REt"FORCED Xy,� 1=1=4 Me Yes No NrA �436qaol;.9"qe* Florida Depa rtrnerd of Business & Proftsional R"Oadw Building Codes arld Standards Product Approval Application Detail stow or ma YOM= ReMi4on 2020 Weyna,Datm. � dl�sfim of ONarhasd Ever Chuff,—r—neh Joh. 6 Saftis crsrr�ismr�* Callegichr Fired. Doors S�bCi%gM,r S.W-W E.Cent, Dnee Atiambil- C."11—. udhd! Eea�lalch Rehm ton, . Florida RK106red Arehin"n or a Licensed Flinisse Professnoial Engineer 41211A RRAKI Model. Number or Product DrIellwor) 600GAIM11200*1105 M*36r Me, i* 14039, Mile haigid Gisrisi; tftftb� In M cr lhbkffrwdkmf sedion 10 OW41M20011123 I 66M Miss wIft, 148A.ItR MRx hoot. Ulazeng tesigilbile in = W Atiermisafale siscron ii lm"Iodn$200*1124 150933 MIX IMOK 1464L* WK 1`16001. (ASZN 041604 ]A Me be 44didri. ease, 02 tiialm jug 29L-PMUIM 20 yfimoot MAMA 22AMMW ARRMW am is*" P A.—, P 9 OV20`7020 1012312M 12m5m2o Adel M41) 821-5.9n 9RWUA&WAM Earned Ealrdlen Ease i 2r3Ifff.Ca AWJWkAUAtU In WHIZ Nk, A-1-S-df-U- Yes tooL Rtiktwt Yes clam -' I 02r35 00 12MW2Z P40 Yes Yes, -30.0cf-33 50 12/31 Q1 V, I no Yes Yni -3,14W8,30 Floirida C)OPartrflerit Of Business a Proliessional Regulaton Buk" Codas and Standards ProductApproval Application Detail wt Dal agilmwlm aLt 11131 vercan manusied.— c�tad vallifthod He VAMd _F2QhMMsA AR22M R"sis"I 2020 ComasOlvislorialAADG rx T_ Rahay UL LLC Tree Below P E 12MOM20 1112112= Aw-ned Citargrshi: FAWN Dows (64 1 494-2V3 aldsoalf0w. Extent, Dor,, C Oishfida"(0 11101hoa C0,05�00A MW *a L Killing FLIM15sI.R11 Produsts, OudlivAinnitascir Asserwodfortiso Approved for Use Inlipw Doom Product ossonsifice is k�A�ha Rambo Ims- 114"7_1151-7 64 T Single nd Pit. of FUsl iseltid,100 L—ed "A. end Me, of 12011=5 Yes Yee Yee N/A Doom hallowrwau4cirs. Florida Department of Business & Protemicani Regulatiran Page I CC - Building Codes and Slaindairds Product Approval Application Detail names C!N* anft oal. Dal. Date pondnis CA. -UFA 99d" xgwm 2mumm LWI&Ggmug Vervoin auddNAM Enaftais, a Latest Vaidam Be Approved N4910`1 2DIN Mr! whidAws anc Elms Breat Sillwar Amenrarr Arhitirclum, Stir"eft ML Urkh PIE 11117MN IIA7020 1 IWM20 Appra,,ed 'atelow. yinevers (,IT) 385-3wo Kimillsetwer'Assetnoten, 17171 317.04�54 ;uIsCalaraory: Ships, HWO tria,enrome-d Pten c"Wesso Williams: C�Kifl*asori McA a Ussing Ago"nstd fat Use &ZLROIIZUK knew police 11110611. flulabor 01 We" Illegal potciioom 11111M OLOIW Resistant Peewee $W2 Fimill'Istor Fri.* lCSG Smirle, Hong IWO M13 NO Yes No Lannirnilec! Gain (D Cn 0 L le- o 2 Cn CU (D -0 0 U- C) lm Cn CIO > .- -TD E 0- Cn a) " C_ U, CU C5L Cn < Z Z W (n (D W > 0 0_ CL =3 0 0 Cn < LLJ (D n SHEET NO. PA 1.0. (3) C-- Florida Departirneol of Business & Professional Regulation pa;@G 09 Florda lklaortirrord of Basintass & Proifesmortal R"wistim Flonda Depit diment od Busweas & Finolettsiona! Regulation Floods f),apartinnuint of Business & Protosasional Regulation Pop 1 id, — CU Building Codes and Standards W`110C? Widn Codes and Stardafds Oulking Codes and Staordbr& Building Codes and Staridards > C) Product Approval Application Dotal Pdoducl Approval Applicaticon Dernill Product Approvall Application Delail Product Approval Application Delall I Q- CL 0 2292 Entitir 0 211111t 2101 Do* Fort4ina 211111111 MAILMM (10 —0 im Van 1100 VIVIIIINOtUrer Cotdam eirrairiew & License yalweillig By Ydiid&M SubriNged FSCArwroyai Alill walu ralft Qftw gal 2AU "'Jhtlidlita Us C044 enurrix Disk -Dial case Pendros DAL't Joadon cortay walaim Be 21k 9" an bold- Do voilidarad VAIMOW Fill AMM" A-r-ed aim, (3) R-ia- 20M T)-TruCurpandwa. st- jurip- Lthitd.. F 8.hidt P E ky- J Kira P F lm7riol-1 M18=1 1wlSj2n21 112115r=-I Aw..'sd mm Adage siagwwm "Ala )t,%mKtq3k Y.Aw" 6"So M-Awmw _ARW.VW WWI Zia yety-do criltm li,althar" A Licar- validated "v valmild 5um'ded FW-Acialoyal Agann�* alone, -TiLn Ra`A- 2020 N1. Wdd-� D- Arn- Abitecow &-. U PF t 11220020 11 n-r 020 (3) U) GaI91W E.Witiod D=s (8W) W-7620 PE-4UM (sitl) 7674565 Nf4"W- 2s.2o PCTi,,duwi" J, 'i, Rose-* Al b,+ D. de SI: CO - CCP VIii i I 4�1 r-1) :IV 11 -�is- -N VNi", iv'r"-hd Re- 1-1112IJ ii! I Iv, a i, a trutir, fartrildinner Aharttai Ainit-oral �At- M, kur, P� App'--j cirievary. winIdovs LJMh� IN 71 30-33M Phanufamiren; A-tuia 1IT)31r-W4 1 IMA12020 App-d S00allogorf. Smr* ng Extetior Door Asawiarlirlwss� 0~1014041001nallU00 caegairy: liuno- Gartsiont Windam irlpt'14[5�jyx -Ani- TIT "Caelporr. FiXed pvitrnlpadyl-o'� Complarupt Method: E,,sluataon Rewtill-gin, a he &*Cmtgrry� 0 nare, nding tri-MC;auWW� HoW�o,IFlar aadtriwin@,,rd- O-*l10- Miha* Cortifi-t- Mark or Lefing Fbrda Rogdatiorod Architavt or a Licensed PcMda r-wh-mth.6 Citri- ulan, UAI,Iq e-pliand* 0 Ertginio@r C) (3) FLOW"l-Al Products allow pawi�Lw Ajqwaa�o Aw-wint9licilltt Approved for Use 11111RD&I 01,11211 9WAUANWAM Aciessisidt-Us, A=Andia CL = 0 QuafirvAsourapes awammildJULL&A A&RULVOL&LAW away Q&JX.AA&WAM AaLtUL&Abs 62uuxkLL2Lgn tell= P'notirt oincrawlean EmkAkti Cray HVW 4W pra- 1"L# F"Wwt NodoL Hurilay or Hanto Pftadudi Dosalli it In KytIz out" 9**tam PrOOK" S-x product Model, Number or Nam Product D"OMW contract Exwat*n law in KVHZ OU16-4.e Resistant lanessitrie, 2 $145500 UNWA snlaen vsio!�'.qli, �Pwn�' li AW LQuoula A oudwid. 111-aliall 1 185 PW 7-1. 72 IwAmlwid 0 U- 1 s Theares-TrvFiber-Clawc and Opaque lnlroo= No _KVW Yes NO NA 61.2vtle HS Wihn-dFl-p F- "I'A� ri-iwixr a.- 1-11ter124 Y- No I-W-55 CJ., 04MI202'3 No Y. .;= 0 "- C omposms Edge Fiberglass Single Dool (Z C) > 2 Thannai Fiow-Clagai Stlyhoo*-Stair ilriiswrd�Ouesodng� X configuraldwarii Niartrinal Opaqut lZi3if= No —0 It add CompoistertaigsFibegla"Sin 01irof'orth Y- rk" NJA Mrox U) -11dolible(w) ( - a OXO -F Cn CL 3 c The,rda-Trij FAaw-Claw®r and coinfig"'Atutits) No Yes No WA CL Fnierlillam Composite, Edge Drape* Door With or vorroat Sidori (inewrigi?OuNiiiiiing, X)r cir 000 ocidduratiens) 4 dL Thentrao-Tru and SiroaO.Stair Nominal 74&W.0 Opamji, I L`3112TO No Yes file NJA Compoi Edge Fliasiguam .13ingle D� (InationgitOutwilrij X configuration) 5 a Thedring-Tru FlOw-Conowic and Srnxth�Suw Nomina I 7&#W,0 &quXNon-lNdpaor" Cloaque 1 MV7.022 hie yft Ne PUA Composite Edge Filardillaras Single D" with &akilike(a) (losvonotOutritong, XO. 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PA 1,2� EMM Simpson Strong -Tie 2020 FBC Approved Products cmFor direct links to 61 SST approvals Ashid below, jZ�H For addt�MN lrifoMatJon fellWong FlorldRs Stallowide Produot Approval System and lierairrZadr, County Notice otA6orplarl (Ii r��V_IICK FLA2305-R7 kal IT or ,me Product Desc-63tion 1 Titan Sta Thiess Steel Co ncrebe & Mason ry Screw (T7 N-SS) 1 M" diameter Tden stainless steel maso nry screw FLM*WRO 12a Product Model, Num bar or Name Product Description I SDI 01 1208B OutdocirAocents Cionnecloi Screw 2 SD91 12, $09212. SDI 0112, SDI 0212 Strorng-Nive SO Cornectcr Screw 3 $D9112S$, $01ill Straing-Dirve $V 1,�Qrmlactl 55 Screw 4 SDCF2243L SDCF22512r SOCF-22614. SDCF222700. SDCF22858, SDCF221014 Strorgi-Dwe SDGP Timaw-OF Screw SDCF-221 I U, SDCF221334, SE)CF271968- SDCF272356 5 SE)CP22434, SDCR22512, SDCP22614, SDCP22700, SDCP2M58. SIDGP22912, Striong-Ell Smiu'rimber-CPScrow SDCP22110i0, SDCP=21134, SDCP271400 6 SDHR27400 SDHR27614. SOHR31400, SCHR31614 Stroing-Drive SDHR Comoo-Head Screw 7 SDSZI 12 60825134, SDS25200, S0625212. SIDS25300, SDSM112, SOS-25412 Strong -Drive SIDS Heavy -Duly Connector Screw SDS2550C SIDS2,51XID, SDS25800 8 SD62511266, SDS25200ES, SGS25212S&, SDE2530OSS SDS25,312SS StrargJDtarie SIDS Heiarvy-Durty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726. SDVVF2730 SDWF Floor -to -Floor Screw FLAH 0007-RB 11 ad" 1 ATRX8, ATRI1Z ATRW8, ATR3;4 Thieraded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUM2, ATIUM3, ATUDI 4, ATUD14-2 Aluminum Take -Up Device 3 BP3/6-2. BFIf2, SPIQ-3, BP%L2, BP&a-3. BP3f4, SMA-3, UoIIRTUD�1-4 Bearing bus 4 CNW318. C!JWli`2 CNVv'SiS, CHOr-94 CNW"-1f2, CNW3ii4-5A Coupler Nuts 5 CTUD55, CTUD66, CTU D68 CITL1107� CTU07e, I-TU C,171, � C7 U D87, CTU-068. CTLJ097 Couph% Tak"p Devfos CTUD95, CTUDQP 6 N3, N4, N5, NS Heavy Hex Nuis; 7 RTUD3 RTIJ03S, RTUD4. RTU-046 RTUD5. RTU0b, RTU D7, RTl Ralkhebig Take -Up Device 8 TUD9, TLV0 Taksk-Up Device 9 TU`yif3S Take-UpWasher 10 URS3 3A" uplit Rod Run, Todown System I I URS4 112" U pet Rod Run T�Wym System 12 URS6 "" Upirit Rod Run Tyricbion System IS URS6 VC Ul Pad Run Tedown System FL#10441-R6 AW Product Madel. Num bar or Name PilaductDirscriotion 1 DTT2 Holddown, 2 HCCI014, HDCI0t22 Hold-down 3 HOGS, HHCQ1 1. HHDO14 Hold-down 4 HOU2. HOU4 HDL15 HDU8, HDIJII HDU14 Hold-down 5 HPA26, HPA36 Strap -style purmr anchor 6 LSTHD8. _STHDSRJ Strap -style mold -dawn 7 MASA,MASAP Foundraton anchor map 8 MPAJ32, MPAI" Strapis" purbin anchor 9 PAIS, PA22. PA28, PA35, PA51, PA68 Sitrap-style purlin anchor 10 PANS. PA M4 PA128 PA*5 Strap -style puffin anchor 11 STH010. 9THDI DRJ Strap-s" hold-down 12 STH014 STHDI4RJ Stop -style hold-down C=MFor Simpson Sirong-Tie 2020 F13C Approved Products UWated 12r4lV2Q0 direct Inks to all SST rualprovels listed below, LJLU_±T-_RP For arldborial informajon tegarding Floudil Statewide predict Approval Systion, and Mom -Dade County Notice ci Arceetance 11,10A�. �,Ll HEi 21 LE; series hangers Top hanger harigisirs warlathe arwrith of ll-V16'ardl heightii ranging Irom 5-SiS" to 15-148" 22 LOAZ series hangers Top flange hangers available M wdlin of J_QfIVF and heights tangfirig horing-3AV'to 13-1IM" Z3 LEG3, LE�35, LIEG7 series hangers Tophangs hargers available in vydths ranging hom 3-ltii" to 6- 1/8'and heightstangnng from Wirt 33-112" 24 lil MEG7 sores hangers Topliangs, hangers available in widths ranging from 5-114`11to IT VS"and heights ranging from 9"to 32At7' 215 MIT "Ties hangers Tophainger hangers avaltattlif in %tills ranging from 1 -Wi5'"Ito 6- Iff'and heights ranging from 9-14* to 24" 26 PF, PF8, -FDB, PFIDSB sows Hangers Top flange her gets ovailable in width of I gM 6" and heights ranging from 3-airs" to 7-118' 27 RR Ridne after connector 28 WP sores hangers 7opflange hangers available in virdthis ranging from I -WIV'to 7. 118'and heights ranging 9-Vit"to 321'% FL#10860-R3 OW be Proguctillodel.hilgra rorlilarne 1 ASA44, A3A"R, AEl ABA48R. ADA06 ABA06R 2 ABL144, A:111,144R, ABU46, ABU46R, ABU15-5, A811,16-6 ABU66, A131.166, ASU66R &BU88. ASUSSR,ABU1010,ABLl10I0R ASU1212.ASU1212R 3 ABW44Z, ABW44RZ, ABW462!� ABW46RZr APVMZ, ABW86RZ, ABW7.7 4 AC4, ACAR, ACE4, ACO, ACOR ACES 6 BC4, EIC46, BC4R, BC8, BC5R. BC8� SCS2-V4, SCS2_% 6 C944,0'846, CW: C868, C806 7 CBSQ44-SDS2, CBS046-SC)S2, CBSQ66SDS2, CBSQ86-SCS2, CSS08&SIDS2 8 CC, FCC, FOC11 Series 19 CCO-SM 5 FC0Q-SDS2.5 Sores 10 CPT44Z.CPTM CPT88Z 11 EPE44A, EPS44- EPS46, EPS86 12 EPS4Z 13 LC844, LCSW 14 LPC4Z,LPCeZ 15 MPRA47, MPRW, MP9887 16 P2414. PB44R, PB46. PEW, PB66R 17 PS;S44A, -SS46. PSWO is pave PBVIO 19 PC44-16 FCA6415, PC48-16 PC64 id. PC86.16 EIPC44�16 EFC48-18. EIPC48-18, ISPC'84-115, FPCO&16 20 PC4Z PC4RZ, PCW. PCORZ, PCISZ, PG8RZ. EFC,11Z� FPC4RZ, EPCaZ, EPC1!RZ UCaZr EPC8RZ 21 PPB"-4Z. PPEl 22 RPSZ FLNIONS-R5 ANA r I FJA, FSA 2 FRFP 3 GH40-6, GH4", Guilt", GH48-8. GH41"t CHL104 GHer>6. 011-105-8, GH68-6� CHW 8, GH61 U, GF61 0_8 4 CL85A, OLB65 GLB5C, GLB5D. GLB7A. GLB713, G11.1137C. GLB70 5 GLBTSI 2, GGLT81 2 � OLPT51 0, G BLT06, GLBTSM, GI;LT82D 6 HGLBA, HGLSB, HGLEC, HGLS0 7 HGT-2, HBT-3. FIDT-4 a urpio_cl= V, URFIS P1110111=00scliptlall Adjustable Post Base Achuslable Post Base Adjuatoble Post Base Por.1 Cap Froal C a p Embedded Column Base Embodied Colvmn Ease Strited coJumn caps Yft Will rangring from 3-14' to 9-1Z and VQ parging from 3-5M" to 7.112" Screvved mIumn caps with WI ranging from 1.114" to P-1,17and VV2 rangling from 3-W" to 7.IfZ' ConceaW Post Tie aase Embedded Post Base Embedded Post Base Embedded Column Base Lil Post Cap Moment Post Base Embedded Past Base Embedded Post Base Round Post Base Posil Cap P061 cap Poo Base Retrofit Post Base Foundation Anchor Fiat cleachh Foundation PW* Order Hanger Gluilam Bearing Phirto GIiatam Bearing Plate Hearry Gluend searing plau Hemury Girder Tkedown Universal roundation Plate Universe I Retrofit Foundation Perts E= Simpson Strong -Tie 2D20 FBC Approved Products For rdire-T Inks 10 all SST approval% Isled pehrw -_Lric OQ� Pet adfuliorsi information regarding lzroncti Stelewidt, 1`103,14d Approval r`�P. ki'n W,1 tftM-DatIA �Mr)ty Notice or Ar,,i��Planee W)A) FL#iO446-RS Da" P`IRggQtQgkj;id2Ji9L1 I A21, A2S. A33, A34L A35- A44 Argieb 2 APA211, APA4, APA6, APVAZ1, APVA4, ARVAS �HwdoorAcr-ents Angles .3 APB44. APS44R, APVHG,,APUWR APUWL APU66R APU101 D� APB11 701R, AP115", 0vd;),drAo,,erus Po-,iot5asos APVB44R APVB66 APVWR, APVESS, APV88SR, AFIVE"010 APV0101 DR 4 APDJ!_2-4 APDJT2,R-4, AP0JT2t 6, APaJ 72k-6, APVD-1 f 2-4, APVDJT2RA, APVDiT26 1,es APVDJT2R-$ 5 APHIH46, APHK46R APH1461C APHki6IQR ClAtcloor AcTonts llea� y Horript er 6 APL4, APLO3. APT4, APTS, APVL4, A;:N'L*3, AP%rr4. APVTR CiAcco, A,�_rvrs L aridr TT, 7 APLH24, APLH24R APLHl ARLHZeLF, APLH210, APLH21OR C"tiloorAccents Light Irtilngene 8 BVLZ EirctrVerser Lsdgai '��ontnectcir 9 CBT2Z C;P-T4,1 Ccincealerd Bear, Tes in CIT3Z. C',44Z CJ-5Z, C-11I Contealed Just Ter, 11 0,714 DECK JOW I E 11 CS Dry, iNall 13 FC4 FC6 Freirving Clips 14 PWANZ Fourlaartion Wallr Allglas 15 GAI GA2 CUSSErl Ari�le� 16 F12A, H2,1ttT, H8, HICA-2, HIUS, H14 HGAIrl HurrrcamLTie� 17 FCJ174- Heavy Concealed joist I'00 18 HH4. HH5 Header hamlers �9 KIRSiz Knee -Ell I-Rabdiviiii 20 Ill L50, L70_ LgG Angles 21 LCE4 Post,-' at 22 LSW LS50, LS70, LS90 Skewalub A, lgret� 231 LSC7 Adjustaltie Stair St�lngr,� Conneubi 24 LSSj2eLZ, LSSJ26RZ. L$5,.128U. L5&J2aR_. LSSj2lMZ, L�5W21 r�RZ Fied Adpstable Jack Harger 25 LSSR1 81� LSSR2 1, LSSR2 57 LSSR? M I SSR210-2, LSSR410 Field Adirstrable Slopeable"Skoviiable -'a"ge, 20 LTP4.LTP5 Tie Platers 27 ML232, ML:4_7, ML267, ML26Z ML2107 Angles 2S MMIH8 Root Tre-l-la%hir 29 10"'OHC Ffirtgl Rout Connector �O thIVILL126, MMLU2a1, MMI-1-1128 MMI-ti,"a-2, �,WLU210, MINILL112111, MMLU139, liAlILLA311 Face-1.1cunt Hangers 31 R9C R8,153- Root licirrilwy UEpi. 32 ll Roof Too Do,,w 33 RTC2,27. RTC42. RT021, Ili RI& Tie Connectors -34 STC STCT DTC. HTC4 Truss0in, 5 T,)CS7, TJC57 Trl jac�i CTR& 36 Z2_Z4 Z44 Parfal Stiffener Clips FL#10447-R5 Sag * Product Model, Number or Name I AHEP 2 DSC:,1R-SCS3 IDSC21--SM, DSS5RSDS_1 L)SC5L-SDSq_ 3 GBC: 4 FICPt8l, H:�PZ HCP4 HHRC2-2 H"RG4Z HHRC42.2 HHRCWI 81 HHRC44, HMC5 25,r3_25 HFIRG5 12, HHRC86 8 HIRCI 81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSL126. LSSU28 LSSU210 9 TBE4. TBEC 10 TC24- TC26 TC28 11 THA,2% THA2113, THA211 8. THA2113-2. THA222-2, THAA13, THA418, THAC418, TH0422 THAC422 4THA426 THA422-2, rHA426-2 12 THAI 1 81121, THAV 061222 THAl2 11122, THAI-222, THA1322 THN355-22 THi IS THAI-422, TIHIAR42,21 14 THJA20, LT-IJA25, LT1iMA 15 THJM2 4_SDS13, TH M2-5-SD1,:r3, THJUJ!" T1K_I2d_W 16 TSBR224 17 VPA2. VPA25, VPA3 VPA35, VPA4 18 VTCR Simpson Strong-Tie202D FBC Approved Products por eirrelt Ir&- to All S-31' Approvias road -*,W, �' � _-� rks�j� For addirranall riforilfitrall feirwichip AproWsStaltwirie product AVrovid 5�rsom (old Notio& of Acoripffince FL#10456-R5 .§W Prorigg ModlIL NMMWE gir WaMe Productummijall 1 13711`� ST5, BIH Urck Ties 2 CM-S-12 CVST14 C1V1S7l`Ci5 'oiled Straps 3 C514, C51� C518 C,520� C522 COW stiaps 4 CSHP13, CSF[Pati Cniledf;,tram, ', CT5218 Cpmprer�sionlffetisiorr Strap 6 GSP, SSP TSP Stud to plate be 7 Fill, FVIOA� H25A, H3, H6, HTZ, HIC HIUS, HIG-2, H16-2S Hurricane Ties I HGT 2, FIGT-3, W�,T-4 Heavy Girder Tiedown P H524 litutcani 10 HS82-SDSI 5r HSS2-2-SDS3 1-ISSO-3-SIDS3, HSS4-SDS3 Heavy Stud Shoo 11 HST2 HST I HST5 HST8 Straight Straps 12 HTS16, FITS20, HTS24, HTS28 HT!�31]1, H-r-530L Heavy Tivist Strap 13 HTSQ16KFZ ii7TSa2XKrz Heavy rMst Strap 14 LETA Light Fi0of Tie Anchor Is LS7A9 LS�`A! 2 LSTAI 6, L ST AIA, LSTA21. LSTA24, l Strargr't Straps 16 LST149, LST17,i Slaught Straps 17 LTe,-J, LTSC 6fidgitIg 18 LTSILL' LTS16 LTS16 LTS,-,Cl Light Twist Strap 19 M(31 Me--dlurri Girder I *down �O MST27, MST37 N151`46,MIS1`60, POS�,'L Syrratint Straps 21, LISTAP,11AST'Al', MSTA15 US1 Ali'l. ki!FtAll, 1,JS1 A24, MSTA30, 70STA365 IVIVISTA49 &rarght;Straps 22 Irl MSTC40, MioX,'�Z N4.5'rCe6, M.5Tr11_i5 Straight $ltaps 25 WS7C,480,5, lv1S7CA36EiS Pre-Defir Straps 24 MST126 MtTt3e,M�T!48 MS-160JIST172 Straight Straps 2" NTTS12r MTS'S, NITSI8, rOTSF2C V-1324Cr MTS-Iii, fiTS330 Mediwrit 7wi!5t -Strap 26 NGA2xi 0 12, NCA2x12 12, NCA,2xk� lo, NCA2Y10 15, 4C,,A2x'2-16 Brillging 27 2 RGAGIZ RCWB14 Wall StraCing lu Rp��15, RP= RPS29 Roper Plate Strap 29 RSP4 Stud *0 Plate Connector 30 SPI SPZ SP4, SP6 SP8 Stud Pblat Te Yl SPH4, SPHC, SPHS Heavy Stud Plaie To SSI 5, SS�. S$4,5 Stud Strop 33 ST9,.-TI2,�-Y16 657`22215 Wq215,.%15Z24,s-ril StFerght l3traps '�41 TB20. T6_1- i830 1638, 1 PAQ, T24S TS"L TP66 TP,�50 TonE,ritr8floging 35 TW810, 36 V-ST, VG-TR, VC, VarralmlillPitch Glider T:@da" 57 W8106 ViEll WRI1120t, iVE1,443C. Walk Bracing , =A.r IN, ProducitDescriligron I CRH2 37x5 5, COH2 37x7 8S C&-i� 374 75 Adlustatle HipEnd Connector 2 DU DHU� CH U7 F seaes Hangers Drag S" Corim-cliors Ga line Biace Corrector Hip C�orrier Plate 5 111 63-SDS HCUU5 25-SIDS HGU5 5'_1SL)S. HGU5.62-SDS, HGU7,00-SUS. Fill 2�- Heavy lAip to Rili Gonnectom SDS� HGU!l00-SVS 4 HGOS 5n-wg hangfum Hip Ridoc, Connector Rall Hanger 5 HHGU5 HtHGU5 SMIDS kHGLj5 l HHGU7 (10-SIDS HHGU7 25-SDS, Ligl,d S4tatify?Skewabte U flange( HHGUQ.U0_SDlS; Tri bearinc ,j Enhancer 65 S4 LIS5 HHU9_26-2 HHUS2S-2, HHUS210, HHUS40, HHIJS48 HHU I O� HH 1 .50110 TnussClp HHUS7 25P3 Ad,,Ustabe Trusr; Hanger 7 tri HSLL, HSLIRC RSULC gam-_ hangers _S Hanger Sized for �,_Iorst% AIIjustatirli"TrUs Skewea Tr... Harger Multiple Tril Hariyei�, 5 FTIL iiR_ HTV2U, HTQ1.1 C, VITLY.16-2, HTU21 2 H11.1210 2 11A, Iticle Tru5s Hangers q HU IT.-CstirwIihangeis Truss Space, Restraint Variable- Prich Cornecters Virrey T,,u,,-- Clip 10 H US11-4 i at 8_808, l-ILI a I JI I -S')S, H JC,:)21 i)-P SDS HLICO21 3-5-SnS l K1031 0- ,I) S, H UCC41 0 -SDS, l4UC Q412-Sf,,;. hiiCi745 2"-- SDS� ALV�Q-: 21hirl 1 _SDS, ��_JCG6, 0- SO�;, SL)t� ProductDirsoMion Concealed hangens Face -mount (DU CHU) and topi-flanle JDHUTFJ hangers arvailab It inividtfirs ranging from gfil V to 3-gild" arid heights ranging from 9-1/8" to 23-MIS", Face-mounthargers Fac,-rrhourf hampers available inwidillis ranging Irom 1-548" to 7- 3,ra" and heighta ranging from 5-61167'to 12-71a" Ftio-emount hangers Face -mount hangers Skes-,ed face-mourryt hangers. available in widths ranging from 3- 118" to 5 1/8"and heghlii reaiging from 4-314�'tc 15-314". Conc,eale-d flange version (HSLIRC, FiStJLC) available for all double 2X and tXrnooels, onlyacute flange si concealed Face niownt hargers Fatire-mount hangers avalabile, in viddris ranging from 1-916'to 7- 1/2" end heights ranging from 2-71V to 19-11,04" Concealed flange version �H LJC) availah-le for all rinneirmt having width equal in or glarate-ir tian 2-9116' Face-mourt: Hangers , Simpson Strong -Tie 2020 F13C Approved Products Updatfu I Ykiir'_120 Simpson Strong -Tie 2020 FBC Approved Products Updated lzi3ymo ror dlirwt Inks tool EST below jj,fi�,H �-F C - I =I-- 0 F-xdir4rvtVIk - For adiltortal! information rsgarl Flonda's Stal Product Approval Syaleirl ard %yam-Ude'.;,Ar_.ty Nvoce of kcep"wice addEonal 1antabon reiarding Floudit's Stateode �-odua Approoril Sysieni and IMirm-li4de i.;rvirity Name of AccepLarrice rl FLNI J46M5 18 SALBV! 56, S�L�Vl 61 VLSV2136 S�LEVZ �17,, S&SVZW� S&BV2,68 SA�SV3A2, Top Ftangebist fiar;ers Sil-EV2 % SIL6103 622 VLBV4 GG SP-BV4 12. S11131.14 26 Srr!_BV4�75 SrLEIV5 j0 §1" Product ftdel. hum per or Narne Product Description 1 �p SIL-iiZiC tj�rTT2_7 1,114rTi4, fiT-4, IAT15 Holidlowns I HHUS210-3, HHLJS,11()-4 Joi-t llanger 213 slivfzreic, s;wT 1 Straps 118 MO (10 ljra�, 2 HR56, HRS8, liRS12 511japTies 21 SP4 SPU Stud Plate Ties il� 1dLJCQ21C-n SCS, HL)CQ210-3-SDS, HIJCQ��10-SDS jovst Farger 22 SSP DSp TSP Stud Pble, Ties 4 THIG 32, TH43,83, THWH2, THIGET13 THG 134- 4 ilc l� Hanger 231 ISTIC DTC Trulb Clip 5 Ju ivi;t Finger 1 ,4 TSI Truss Brack- Dkwn a I 45 THG1,,%(3-3, THQVl THOW4-3, THQVV4-4 jc.% Hanger Truss �ack Qonrectioi ELM 147t1,-R5 FL#13-W4-R5 cts" Product lilladild, Nurn I:ier or Name Produd Dillliocriptign Product Model. Number or Name Product Description 1 DETAL20 Doutot Embedcled Tiuss Anchor I -_Caf,113 (52-SDS�40G, CCQM4_62 5DSl�X, CCLIM5 t>0-S0SHDG CCTQM3,6.1-SDSG Masom Y Pet Ca ps 2 FGTR, PURK, FGTRHR Gircler Retrofit Anchor CCTQfA4 8r2-SDSY,- C(_'7QM5.50-S0SG, CCC�QW_ 82 S71SG COCON14-62 SDSG� 3 111415, H16S� Hla-2 `116-21S Hurricane Tie 50-SDSO 4 HETA12. HIFTAI6, FIFTA-20, HETA24. HETA40 Finturida ft. TH,&s Anchor FCCLOM4 G:,K_KT, FCOLLOMID3 52G.KT, Masonry Pier CAP.S 5 HE'TAL12 HETAL15 HETAL2113 Embedded Truss Anchor LC;�'LLQMV4-RG-KT L�;CLLQNV,5-WC-KT, LCCLR(AUZX2G-KT, Er.'CLRQh1D4 CZ, - 6 HGAM10. HM9 Malsorry norrrolirt connectors KT, E,:,C'_RQW0!5,50G-K r 7 H.HETA!6 HHETA2C HHETA24 H-IETA40 Heavy Embedded Tiuss Amhor 3 HGUfA_' Z5r HG-itAS 50 HGUrV7 CO. "GUrXi 25 �Gljiliqq 00 Heavy Masonry Hangers 8 L(3T2 LGT3-SC52 5, L(3T4-SDSl Gfrider Tridowit 4 LCAjM2FD,, i.GlJrVI2Ciw3 LGUfv12&4 'G1JWQt', LGUM28-3 I-GUN425-4. Masonry Beam Hangers LTA2 Lateral Jr�ss Anchor LCIJK`121C-3� LGUW-10-4� LGLW6 LGU.M48 LGL11,4411) 10 MIFfAl2 VIETA16, META18,141FTA20, MFF.oZM METAi4fll Fmboddeid Trussi Anchor 5 MEIIIIA3.1219, 25 MSHA3 12il 1 25, MEIHIA3 5li- 25, Minit-A3 z'�A3M 25, `ASHA-, 511 2F WscinryToo Flange Bftm argers 11 MS7AM2-. MSTAM36, MSTCM4, MSTCM60 Strap Tie fix Masowy MBHA3 66/11 n MBHA3 5&14� Mi3riA3 55il M6HA3 SSMS M�HA5�611r, 25, 12 MTSMle.L4TSIJ20, HTSM16, HTSWQO Twst Strap for Mill ME"A5.5l 25, rl9HA5 5&11 25. WHA5 51,11 W hiidi�A5 5a" 'r MBHA5 5W 5� MBHA5 5.1118 6 MIGHU3 lrV1 25, lvIBHJJ36V16, Mascru y Beam Ha r9rds FL#11496-R$ oh3rlJrFr,3;Y2S Mil,"05ECL111 25, VEH-5.50111 88 NQHI-1550114, MSH1J5 7,1116 1ABHU-1, !100S Soo Al Product Model, Num ar or Name Product Coscricitlon 1 OTTIZ Ceck Tension Tie 2 P012 H01t) Bored Tiolhowris FL#J397fLR6 3 HO�B 140-re, HUIB. H098 Baited Hc1di;wrs 4 FITT4, H71"75, ATT5_T4 Torsion Tar Seq# Product Model. Number or Name Product Description 5 1.771-1111, LTT2D6, LT-1131 L4_ ht Tenscul Ties 50Vr-13W. -SLIW22_'Ze� SLAV22435. Slilitr_2*58 SOW225VO SDVliZ-Zt0Q SONZ2113m, 51forg-Drive 5LW EVP PLY amc1TRU5S-PLY Screvis Sf)VV2 PK-.4 SD`Ar1i541_-0 Screw FL*1M20R5 SLYNH19=06, SUVIVH1040008 SU1*1111V60QL*, SQW-110KCIDS, SV!WH161ICKXCE; Svor,�-Utvo SVAOH TINIRER-H EX Strew 4 SDVVH274CXY3 SDWH2;b00G SD"lf2"jKK)G SF"427110",� SlJWV112712LXl Shroing-OrveStrAM IIIMBER-HEXHOG Screw hal Pro4uct Model, Num ber or Name Product D"cdR= 5 SDAP�Ill SUW_-1000, SDIA13,16312, SMliyt�16400 Sipong-Urivis SLVS FRAMIN 0 Screw I SB5r8X24L SS7, irii-r24, SE31 x3l] S6 A,ichor Soft `6 Srhni__19'" S_"vv3224D0LSLvrAfS_�" STYVVS1,2251.2. S(vvVS22t*D S'song-Orve Sr,NS FNW.rt Screw (Inberiog Gracile) 2 SSTE16. SST020, 5STE24, SST8.28, SS'Q-:d4, SSTBW S91816L, �:STe241_ SSTb Anchor Sots SOW-S-1100, SOW!82203, SOQV322il)W� S0%ivS221 1 X SMSz2i 414,0� SOrAS221500 7 SDVVS223C00E SIDW-1:2`24il SIDWS221500131][ SDVlrSZtVElE3 SD1.1V,=1U0CG Stirring-DrveSUINS TIMBER Scoew(Exterior Grade) SIDWS221013" 8 SEYW.&42�11206B, SOVI&2251217188 clutdcor Aiccerits Structural NotA Screw FLIMN f) SEYNS2730FISS, SDWS2740CASS. SDWS776D)�',S_ STonli-Drva SUVIVS T�MS "- &S,14rievi, SDW3f2171 COOSS, SIDWS271 200SZ 5" X Product Model, Nurnoer or Name Product Description -0 Sly4i".113,lor) Strung-Drvii, SCWV 10LE-TO-RIM Sclow I CMl- �'MS'114 CMSTIZ16 CS14. CS16_7,SIS SS:20� CS22 Called Stil 'I STb22 Cutdoor Acoarts HoxI,,lead Washer 2 HR56 HRS8 HRS12 FHA6, FHA9. FrAl2, i HA18 FHA24 FHAX. VSTIIc� 1JST ii, Ssapc,, 97 mill (I-- Lgj MSI 148 NIISTI&Cl� MS-17-2i, VMST27. &MST,-. 8111,41ST&P 3 HTS16, HTS,20� HTS24� 14TS28 1-1 T,1�3il Heavy Twsl!cluap� FL*f%&L-fR 4 LSrTA.V, 11STA38, L$TAO, LSTI-73, 1.01,51l N'ST.412, MSTAIS, PASTA1,0 %0_87A21, MSTA21, ftapri 41 icii (18 g a) 6 LSTQ, LSTAIZ LSTAI5. LSTA15, LSTA21. LSTA24, ST'_Q2_ ST2122L Strips 33 atil i2c @a) 5*a Productlilloft. Number*, Nalre, Product Dminotion LSLIGFFIz�5, SIUBH3 �45 rvSUSH3 25 El Conaerro, 1 AS 16, AIZ 18-S5 A*_4 I AS03 I$ gra Tilu,-sPlattir, 7 LTP5 Lateral Tie Plate 2 AS 20HS 229 ga High Suergin Tbias 'late 8 LTS12 L7S16, LTSIF, 1-TS20 Light TvvntSiraps 3 AS-�C) 20 ga T!uss 6 MSTAW� VIISTA36� S76215, ST6224, ST9i S' 12. al"18, ST22, MSIC28� r61S`T1,4j K6STr:;1,2 ,brap$ A l jirj� g a,, tl 1 4 A�;HV Harge Plate Corrievtor 10 Ill TC66 MSTC78, STl Sol 68 mil (14 ia-., 11 MTSI 2, V7S1 6, MTS1 8 MTS-X Ml MITS24C MTS30C Mwdlorn Twirit Straps 12 Sit',5d� SiB1.81. SIU2.06. 5152,37,, 51113Z56, S�208atI531Z SA33-56, SIB3.C2, VE4.X Top 'a, nge,;o*t Han;ers rL#1!llrA-R4 SM4,12, SV8425. SAM35, 5W.50 13 StEl IM, SrBA2.11210 SMA212J12, StElAi! 12114, SiBA4.11VE StBA4.18110, Top Flange JorsitHitritiers; Product Mggpl, Number or NaMe Product Descirbti2rd SMA4 18112, SMA4,16f14 I Fr -HP Adhesive Anchor for conctretel 14 5`11-11A Hul Tme I GA,�, GOR OUPM-W, GOPM-75. Q DFW-1 (30, 004`5. G%V-50, QiW-7b. GW-1 OU, OTH Gris-acturrhad fols4eflers and assemblies 15 SAID3S, SMDM, 1M4C10S S+101013, VH015S, SA40158 Hokiowns 13 POPA, Pr)PA-K PDPA-MG, PCPAT POPAT K, PIMW, PWiflip, PfNVVP-W PDPAM. Povirrier-actuatecl fasteners threadedstuds, and assemb" 16 SfHDU4. SMOLO, SMCUQ, VHVL!I 1 Holdoriins PDPRWIL-W, PSVI PSVI-:-'K PCILL)PA, PFCILOPA., IcTRHA3, MHA4 ill SfJCT� all-ICT Joist Pange", A SET 3G Adhesirve Anchor to( cOncrere C= Simpson Strong -Tie 2020 FBC Approved Products Upd1pria 12r"22020 For dirl Imirs to all SST approvsk; filled berm �-,Llgg "Ert FoFaillotional lrd0ffa*00n Fegillinfling!'1000873 Statewide PraduclAppr"Sysiem and Mannii 0ountryiNotim 0`AoQ8VAnC*(fJ0A).,.-,LI..� f1FA9 11 HUS, HUSC series hangers Faroo-mount hangers avalbable In Widths ranging from I-Sirto 3. W16" and heights rargingfrom, 4.511irto il" ConcelaWflonge version (HUSC) sivarsibletor modek having width equattl gfea ter tha n 3-gil 6" 12 IU$ "r:es hangers Fare -mount hangers available in widths ranging from 1-7Vto 3. "" and heights ranging from 9-114" to 16' 13 LGO-25-SlDS, LGU3 63-SDS, LG U5 25-SDS Face -mount hangers 14 LL1124, LU26, LU25, LU210 Face -mount hangers 45 LUC,-W, LU021 OZ Filioe-mourit hangers 16 LUS sores hangers Face -mount hangers available in widths ranging from 11-9116"to 4- !iii&'and heights ranging from 3" to I 0-15AV' 17 MG11,13,03-SOS, MGU5,25-SOS, MQ 05�50-SDSS, WL15.62-SIDS, MG1.17.00-SIDS Fac*-mount hangers IS MIU series hangers Facer-mourit hangers ovalable in widths ranging from 11-gMe'to 5. lifir" and heights ranging from 6-15,tle'to 19,11rV 19 MUS26, MUS28 Faceirriourit hampers 20 SUR SUL SURC, SULC series harl Skewed face -mount hangers available in wWths ranging from I - ptit" to 39MIS'and heights ranging fromi Wto 13-314, Cortearaled flarge version (SURC, SULQ available for all double 2X and 4X models; on ty aculte fourge is concealed. 21 U series hangers Face -mount hangers overall in width& ranging from 11-90-16"to 6" and heights ranging from 2-SM' to I 1 -1/4', FLOM 0667-RS §W EMAgct Model, Number or.Un Product Deriscriation 1 BA series hangers Top flonfille Hangers avalsiblie in wdths ranging from 1 Vie'tic 7- 118" and heights ranging from 7-1 18'to ST, 2 DGBF series hangers Top flanglar hargers available in Y*dft ranging from 3-619'to 7- 118" and Heights ranging from 9-1 fil' to 24" 3 IDGIF series hangers Top flange, Hargers available in widths ranging from 1-1,7 to 3- US"' and heights ranging from 7-1 M'tip 24" 4 DGHF sense hangers Top femp hangers available in YAdths tarrii from 1-314"to 3- 518" and heights ranging from 9-1 K* to 24' EGG, EG?, EG9 series hampers Top f4rigar hampers available in wdths ranging from 5-114'to S. 713" and heights ranging from 11" to 32-11,17 6 EGG Lories hangers Top flange itargers, available in widths ranging from 3-618to 7- 114" and heights ranging from I I -11,41"to 37' 7 CLS series hangers Saddle hangers available in wwths ranging from 3-114" to &71W and Heights ranging from 8- 1 f2l' to 28V* 8 GLTV series hangers Top flange hargers available in wiciths ranging from 3-1/4'to T- 118" and heights ranging from 11 1 to 371 9 HIS we$ hang" Top flange Hangers available in witths ranging frorn 1-9116' to 7- V2` and heights ranging from 8" to 3(r 10 HGLS sores hangers Saddle hangers, available in wdlft ranging from 5-114" to &7/8" and heights ranging from 10-1 rZ* to 29. 11 HGLT sores hangers Top flange hargers available in widths ranging from 3-114" to 8- 71'8" and heights ranging from 7-117'to 32" 12 HGLTV sores hangers Top flange Nargeirs; available in widths ranging from 3-11r to 7- 118" and Heights ranging from I 41a 3T 13 HIT series hangers Top flange hargers available in YAdths ranging from 2-5116' bo 3- girl 0' and Heights ranging from IN'to 26' 14 tiLJSTF series hangers Top flange joist hangers av 29adle in willihis ranging from 3-1/8- to 3-91W arid heights ranging from 5,3/8'to 113-IoY. 15 HUTF HUCTF series hangers Top flange hiargers available in vwdths rainging from I -&18'to 5- 112" and heights ranging from 3-7(1 &'bo 15" Concealed flange version (HUCTF) available for all throdels having wil eqjsl to or greater than 2-911 e'", IS HWP serrists hargers Top flange hangers, available in weiths; ranging from I -Wile"to 7- 118" and net" ranging from 5-3W to 28' 17 HWPH sores hangers Top flange hangers available inlAirifths ranging from 1-9MV'to 7- ItZ' and heights ranging from 5-US'lo 37' 16 ITS series hangers Top flange hangers available in widths ranging from 1 -Wler to 3, 5J8` and heights ranging from 9-1tV to 19' 19 JB series hangers Top flange hangers available in width of 11-9f`16"and heights ranging from 5.3i'S'to 7-14' 20 JDA series hangers Top flange hargers available in width of 11-9i'18'and begIb; fang irg from 9-M r to 13-1/8" EZM Simpson Strong -Tie 2020 FBC Approved Products Llodated lV3WA20 For dired Inka to *A SST awwals Ited below, For additional informatton regarding Flanda's Statewide Product Approval Srstem slid Mom-Dedir County Notice cl Arawtance �N2L, ��JS IlEiE� 5 SET-XP Adhesive Anctior fat concrete 15 Strong -Got 2 (ST8,12. STS24SS� ST B2-6SS) Strong -Sot 2 Wedgre Anchor for corrichal available in carbon sbooland Types 304 arid 316 stainless steeri 7 Titen HD 71AID-1-1. THD-HMG, THD-44SS, THUH6SS, THD-C-S THC-C-,,8,3SJ Than HD HeavyOuty Screw Anchor for concrete and masonry arwallable v*h thexilead In carpon steel and TIties 304 and 316 stainless Steel, or with countersunk head in carbon steel and Type 316 starnaoss steel 8 Titan HD Rod Coupler tTH037634RC, TH050934RCI Then HD Threaded Rod Cvupler for concrete 9 Tian HD Threaded Rod Hang*r(THDb2516eRH, THIDW1155RH, THQ=12RI-1, Tialin HD 1hroadrid Rod Hatinglarlotoordireter THD50234RH. THID 10212RH) 10 Wedge -Al ONA; Viedge-All Anchor for rinestanry U11912M 1W 1 AT-XP 2 ET -HP 3 SET-XP 4 Stiong-Bor 2 ($1" 5 Trillion 2 i-,rN2) 6 Titan HID (THD-114SS. THOwH&SS, THD-CS63S) 7 Tillen Turco i"ITN'17) FLVIML-R3 _*W Pfrod= Model, Number tot Nam 1 X3401 01 f-SK, X1 S1 0161 XI S1 01 MK XQ 1 S1 010, XQ1 Bit 01 6.41K 2 XLQ1 I 4TI'-"4, XLQ1 14911 2724-2K 3 X= 14SI 224, XMQi 114131224-2K 4 XQ1 14 Sl 224, Ysal I 41ill 224-2 5K XI 14SI 224, = 12S1224. XQ1 1281224-2K 6 XU34SI016, XL34BI016-5K FL#35320-Bg 1 DSSCB43.5. DSSCeA6, CSSICM, DSHS -2 FOE34345 FM45 5, FC647 5- FCW�5, FC8411 5 3 FPHSD34S1018, FPHSD3481018, FPHS133413110113-SK FWSa-"214, FPHSD34F31214, FPHSW4B12114-5K 4 LSFC2 25. LSFCA.25, ILSFC625. SF02 25, SFC4 25, SFC6 25 5 LSSC4 26, LSSC6,25 SSM 25, SSC4�25 SSC6 25. MSSC2--5, MSSC4 25 MSS06 25, MSSC4.25KW, VISSC6_25KW 6 RCKW3, RC"5 5, FCKW7 6. RCKW3S. RCKW5 5S 7 SOB43 5, SC8414 5� SCS4! �, FC840 5, SCS411 5. MW845,C�� M$CG47 5 8 SCS?2-5,97� SCS62-6Q7. SCS62-5h 18, SCS62-W 18 9 S:�W 219, SM5.5 10 SJC825, SJC10�25, MSJC8,25. MSJC10.25 11 SSE3 51 is 12 X1.,SH3481414, XLS47881414 13 YQIISI 01 k XO* all 018,4K, XQ1SI 214, XQ1 81214-3 SK X016SI224, X07881 224-3K, XQ114S1n4 YQ1149122"2rSK, >M112SI224, X011281224-2K, X3481016-5K X1 81016, XIBI 31 &4K X1SI 214, X181214-3 5K AT-XP High-91rengilh Acrylic Adhesive for concrete or masonry ET44P Epoxy Adhesive foe masonry SET-)P High-Strorgillb Epoxy Adhesive for masonly, Sworg-Soll: 2 Wedge Anchor for masonry Totem ^4 Screw Anchicir for Concrete Then HD HftWDuty ScrawAnchor for ironcrote available in 3(A or 316 stainless steel %with hex head, and 316 stainless steel with countersunk head. Tift Turbo, Screw Anchor for concrete or masonry Product Derhonotion 010-18 Strong-Driv a X Metal Self-Driffing, TopiDing Scinews with All Ddl point #12-24 Strong -Drive XL Large -Head Metal Self-Dtilting, Tapping Screws with 1#5 Dill Point and Large D49moner Hex Wasitheir Head #12�24 Strong -Drive XM Mediurin-Flead Metal Self -Drilling, Tapping Scifewswith #5 Dill[ Point and liferchurrin Dameter, Hex: #12-24 Strong-Urve, X Mallet Self -Drilling, Topoing Scrierivve with 06 001 Point 010-16 Striong-Onve XU Metal Saff-Drillirg, Tapping Somme vve #1 Urill Point Bypass; Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12-14 Striong-Orrve FPHS0 Frar-ling4if-Ci Sell - Drilling, Tapping _Sepows Stsef Framung Con riecto r Steel Stud Can nectors Rigid Knee Wait Corimectior Bypass Framing $Wia-Cluc Connector Bypass From ing Con rental Heard-of-Viritill Side-Ckp Connector Steel Joist Connection Bypass Framing Sikile-Clip Strut Connector #1+14 SUong-Onvo XLSH Shouldered Seff-Drilhing, Tapping Screws, 910-18, 912-1A and *12-24 Stirorg�Drrve X Metal Self-Oriling, Tippling Screvvs (3) (3) C_ (3) > 0 (3) 73 0 (3) 0 'EY) (3) 0 .0 U_ 0 > 0 U) ca_ U) Cz _Cz n C/) z z W mi C_ C/) > 0 > L_ 0_ 0, 2 L_ CL -0 0 LU C- :�i C- < SHEET NO. PA 1.3 Q) 0 MIAM 1 Ma NELVArl-DADECOLIN-Ty PGT Industrits. Inc� PGT Indutstries. Inc. > C) :3 S_ _0 C= FROD1VCTCaXTROLSF_Crr0.N EGT Indwnk5�, Itti. 0- 0 0 1 11905 SW 26 Saw Ram 202 NOTICE OF ACCEPTANCE: EVIDENCE St-BMITTED NOTICE OFACCEPT.kNCE: EX71DENCE ST-IMUTTED 0- M _0 M DEPAR73MNTOFREGL-LATORYA.N]>ECO.NO3nC RESOVRCES(It") Xli=L flor.A3 33175-24'4 BOARD AND C ODE ADIWKISTRATION DrYISION T,7Wj_;15-2590 F(796�;15-2%9 NOTICE OFAC�C-EPT-A-NC-E:EN7[DIENC"ESL'B-NMTF-D . a) U) NOTICE OF ACC*EPTANCE (NOA) Elm Admn�NIZEMIV L Evidence submitted under pre,%ious NOA D. QVALITY ASSITRXNCT :!=f -M 0 A. DRANATI�QS & TY-STS (contmued� 1. Nfiarni D2deDepartmelilof Regalatory and Economic Resources (RER). CD 0 0 PGT Industries� Inc. 10 170 Technology Dtlh-e. 1, Nfanufactures die drawinp-saud5ections, S. Test report on 1) Air Imfiltratiou Test. per FBC- TAS 202-9-4 '11,1TERLAL 0 W 0 0 NorthVenice. IFL 3421'175- (Subitfitied undtT.V0_4.\ �& .11-010 04) 2) Uniform Static Air Presswe Tesl� per FBC. TAS 202-94 1. CERTIFICATIONS SCOPE' 2. 3 Walter Resistance Test. per FBC. TAS 20-2-94, L Notice of Acceptance No. 1.545219.14 isaled to Vision Extrusion Liniited for their .0 0 Tlus NOA is being issued under the appticabltrules and regulations governing lhe use of constructiouniateriah. The thf ough 2 1 of -� I � prepared by manufac mief dal ed 10 0,75, 15 w ith revision A da t ed 4) Large N-fissik Impact Test per FBC . TA S 220 1-94 Rigid PVC Ev"r Eirrusions for Windows and Doors7. dated 0&,'1345. 0 > C/) -0 0 documentation submitted has been reviewed and accepted by Nfiami-Dade CousityRER -Product Control Section to 04 i0.5�17. signed and waked �v A. L-vmn INItIler. P E. Cyclic Wind Pre-s%ire Load miz per FBC. TAS 203-94 expirilig on 09301,19. (D b,eund=Nfia=Da4rCouwyaWodmueaswhem allmedby the Ambority living AmAcbm (AM. 6) Forced Emy Te&t- per FBC_ TAS 101 11A 2. Notice of Acceptance No. 16-0920.08 issued to Vision F-*%,tnvwn Lunited for their -YE 0_ TIns NOA shall not be valid afterthe expnwhou date ftw4belmir-'Me Nfiarn�-Dade CousityProduct Coutt-ol, -Sectkm B. TESTS along with tnarked-up drawnigs and instadUtion diagram of 1=0 shiling glass door. prepared 'dated 1000 Tan 202 and lighter Shades (N.Vou-White) Rigid PVC Eittilor E. xtrusions for < atiNfiatmiDade County) and'orthe AHJ (in areasodw thanMiaitu Da4e Cbtr�) reserve the right to have this L Testreporton 1) Uniform Static Air Pre�sure T1 est. M FBC_ TAS _202-94 by fenestratioz Testing Lab- fnc-- Test Report No. iTL 8549. 110615. signed and Windows and Doors'. dated 111%[ 6. acpirniqst on 11,29,2 1. product or mamal tested for qualityassuratacepusposes- If this product or material f" to pelfonnin the accepted Large INIissile Impact Tm M FBC. T-AS 201-94 sealed by Idahuit', Ortega. P. E. (Test report re%ised on 1 044 5 and 0111! 16) 3. Notice of Acceptance No. 1-"528.15 issued to Vision Extruswn Lmlited for their manner. the manafisctum will mcwthe expense ofstich te sting and the AHJ may immediatelyrev cke. modif�% or 'utisdiction- Cvchc W- ind Pre,;sure Loading per FBC_TkS 203-94 6� Test report on It Air Infiltration Test. per FBC. TAS 202-9-4 C oared (Painted or Laminated) White Rigid PVC- Eim-ior Extrusions for suspend the use of such prodixt or material willilu their REi rewrves the right to revoke this j - along with madwd-up drawings and uusallation, dragam of vmyl sliding glass door. prepared '1� Uniform Static Air Pressure Test� per FBC . TAS 2021-94 W Indows and Doors-', dated 0813,115. expuing on 00,30.1 9� acceptance- if it is detetmitied byMamt-Dade Coun;yProduct Control Section that this product or material fa t' s to met die requirements of the applicable buddim co4e- by Fenestration Tesbruz Lab. Inc_ Test Report No. in 871717, amed 11 �-07;1 5. signed and _t i Water Resistance Test. per FBC- TAS 202-94� 4, Notice of Acceptance No. 1"712.02 issued to LNEELGI Fenestration Solutions USA - This productis, approved as describedliestein ai�lhas been desiped to comply-wittr the Flonda Budding Code, sealed by Idaltins. Ortega. P. E_ (Test report rcvis� on 02 1_5 16 -and 02 -24 16,) 41 L arge NlissAe InVac t Tm per FB C. TA S 21 0 1 -94 Inc. for their "-TA-N 3040 and Lighter Shades (Non-11-hite) Rigid PVC Euetior jachidin, q the High Velocity Hurricane Zow t 0% T - 2. Test report on 1) Air Infiltrati I est - per FBC` 20-21-94 5) Cyclic Wind Presswe Loading per FBC. TAS 2101-94 Ein, usions f4 Windows and Doors" dated 091'51 16-expiring I - _ on 02*4 `11. D E SCRWn 0'.%-: Se ries 5 5 7, 0..-: -,'f 0 - vinyl Slidizig G la s s D oor (Re inf or ce d) w!wo 9 00 13 $0 c orner-,L All. 2) Uniform Static- A�r Pirsstme Test- per FBC. TAS" 202-9-4 alonz with aurkedAy drawings and installation diagram of vinyl sliding glass door- prepared 5- N ot ice of Acceptance No. 1 "7 12.04 issued to ENERGI Fenestra tion S olutions USA- APPROVAL DOCtMENT. Dsrawssrir No. Rev R aded 'Tury-4 Shdra g Glas Door NO.A (12M)". �bm 3) Water Resist-mce Test, per FBC'- TAS 202-94 bv fenestration Ttitine Lab. Inc.. Test Report No. FTL 8.;521. dated 12104-45. signed and Inc. for theff "Eyonze and Lightet Shades of Cap C oated Rigid PI _MD-557ek I through 21 of 2 1. preparedby marstsfacniter. dated MV5.;l 5 and last mwd on 0101121. signed and sealed by. 1 4) Large Missile Ulpact Tes. per FBC. T. k$i 20 1-94 sealed bv Idalinis Ortera, R E � (Test report revised on 0-1. 1 _Si2016) Emusions forWindows and Doors- dated 091-516,expiring on 04,.rl&,20. A. Lvim,\4filler. PI.. bearing, the.NLuar-Dade County Product Contral Reixaou,�tamp witlithe Notice of sure I 5) Cyclic Wind Pits Loading gper FBC. TAS 20- -94 7, Test report ou I., T-T4onn Static Air Pressure Test. per FBC. TAS 20-1-94 Notice of Acceptance No. 1"1712.03 issued to ENERGI Fenestration Solutions USA, Acceptancenumber and expiration due kythe _Nliami-Dade County Produc t Control Section 6) Forced Entry Test, pff FBC' TAS 202-94 1 Missile Impact Test per FBC- TAS 201-94 - ! Large Inc. for theic'Mite Rigid PVC Exterior Ein-usions for Windows and Doors'* dated z Nfls,siu LN&Acr R.A=�G - Large and 15mall.Nassoile Impact Re listaut along with marked -up drawinsp zad trist.-Ularim diagmni of vmyrl sliding glisi door. pj?pared 31 1 0"clic Wind Pre-.AUT ILoadinarler FBC - TAS 203-94 09 10 1, 17. evirins on 011 ? 9118, Lunitationst bv Fenestration TestirX Lab- JuCL; � Test Report N o, F rL 8 5 4 6� Aat ed I I � X0 6� 1 �,. it uned wd 4:1 almewithimked-updrawizi and insstallation d'agram of vinyl shdmg glass door. prepared _2 s 1 T Test reports No(s). 10-002-792(.AL). 10-WN.I0527. 535 7_53-09. per ASTNEE-84. 1, Seetable, I (shett.D and table 2 (sbeet§) forapphcable SOD usut!=es. sealed bv I dalmis- 0 n e g i P E - (Test rep o rt rev, i sed on 0 104 16 an d 0211 26 16) TIA b-; Fenestration Teitmiz Lab. Inc.. T6t Report No. FTL 66-U - sataTics A-1 thru A-22). dated AST.N4O1929 and ASTNID-635. iwued by EXOV.AtoVistou Extrmion forcellulosic glass types. sdInser (st* table,% B-1 & B-2.sheets'7-8) and anchorlayout sheets requatmear, in 11 thlu 16- Test'report on 1) -Ak Infiltration Test � per FB C. S 2 02,94 11 191 10- stmed an,', �ealed by Jorge A. Causo- P. E� 480ndoed n;jder.V0.4.Vv. H- - coutposite mattnal. 2, lti�zd-,Vlhdre PVC. Tan�Nlon-white) P4d FVC andBrown coated (Paintedoi laminitted)white RiVd PVC robe 2,) Uniform Static Ak Pressure Test. per FB(,. TAS 202-94 010 7 04) (Submitled rindtr NOAA-o. 11-010". 04) labeled per referenced NOA's requirements. 3) Water Resii-tance Test� per FB(. TAS 2102-94 8 Test repon on I Air Infiltration Test. per FBC. TAS 102-94 8� Notice of Acceptance No. 14-0916.11 issued to Kuraray Atnerica_ Inc. for their 3. Egrv-3s operablee doors must comply with nun clew width or height per FBC requirement. as applicable, 4) Large -Xiissile Intpaci Test pier'.FBC. TAS 20 1-94 2) Unifoini Static Ax Pressure Test- per FBC. TAS 202-Q4 (Clear and White) Interlaver-. expiring on OT041 S. 4. Pocket wall,. undft separareapproval to be reviewed byBuildws official 1 5) Cyrhc 'VVind Pressstire Loadingper FBC- TAS '10-13-94 3) Water Rmstanct Test. per FBC, f-AS -101-94- 9. Notice of Acceptance No.16-1117.01 issued toKuraravAinenca. Inc.fortheir LABELD�G: Each unit shall bear a pesanarient label with the mara%facniree� name or logo. city.state and series and 6) For ced Entry Te-ii. m FBC'= TA S 2 0 2 -914 4) Large Missik Iriipact Test per FBC. TAS 201-0-4- Ultraclear. C lear and Color P%7B Interlaverf '. eLpiring on 07-108,fM foWwm statement: "Masitt-Dade County Product CoutrolAppro ved". noted hervin, ff along with tuarked-up dra, wings aiid insudhitlon diagram of ,-my] sliding glass door- prtpared 5) Cyclic Wind Pressure Loadtagper FBC`_ TAS -4 -203-0- W RENEWAL of this-NOA %hall be considered aftera renewal application has be ea filed and there has been ao by Few sirat i*u Testirag Lab. Inc., Test Rqvn`N`o - FTL 8547 - dated 1121,04:' 1 fi = signed and- orced Entry Test. per FBC. TAS 202-50-4 64- F. STATE1EENTS change in the applicable budding code negativeky affectinge the performs%sce of this product, iealed by Idalnzis Ortega- P, E. jest report revk�,ed on 0215 16), along with nLvked-up drawings and installation diagram of iiwd slidingglass door. prepared 1- Statement letter of conformance with FBC--';* Edition (2014) and FBC-66 Edition TER21MATION ofthis NOA will ocew after the expiration date or if these has been a revision or change in the 4 Test report on 1) Ak ledrown Tesa, per FBC, 7rAS 202-94 D'V Fene:itration Testirig Lab. Inc.. Test Report No- FTL 0337 (samples A- I thru A-.'-). dated (2 0 1 issued by nmufacturer. dated O&M 17. signed & sealed by Lynn Nfillm P.E. materials. ust- an & o t numufac rare o f the ptoduct or praceus, 'Misuse o f this NOA as an e uJorA-ment of any p rodu ct . -1) Umform Static An- Pressure Test. per FBC. TAS 202 -94 - 1206,10, _zwned amd seakd by Joree A. Causo. P. E. 60titinted under.VO-4 �'Vo, H- 2- Statement letter of no fitimcal intere-st, dated 04; 19, 17. issued bv nlantjfhctuser� signed I for sales. advertising or any otberpurpmeishall autonaticallyterminatethis NOA. Fallureto complywrthany 3) Water Resistance Test. per,FBC � TAS 202-94 010) - 09) & sealed by Ly= Met P.E. section ofthi,�NOA 4A�e cause for terminationandremova-loiNOA. 41 Lzge Mitsflie Impact Test pef FBC. TAS 201-94 3. Letter of lab comphance�. put of the above test reports- DVERTISE-WN'T: The NOAnumber precededby the woids.Xiiami-Dade Counry. Florida. and followed bry the 5) Cyclic Wind Presswe Loadingpef FBC TAS 2031-9tl CAL(I'LATIONS 4. RER Tt-A Proposal No. 17-0387, dated 05,0517. signed by Ishaq Chanda- P-E. expiration date may be displayed in advwtising literatme, If anypostionof the NOAIS displayed. then it shall be 6) F tarced Entry Test � per FB C. TA S 2 021 -94 1 -Anchorverificitiou calculations and structural analysis. compl�* with FBC-2014, done in its einiretv� in, glass door, prepared along with niadced-W drawings and installation diagram of vinyl slid g - prepared bV PCT- dated 12.0-0:15and Lw revised on 021,15,16. Sigued and sealed bv G. OTFER LN-SPECTIO'N: A copy of this entire NOA shall be psovided to the userbythe nia crater or its distrittutors and by Feaestmtion Testiug Lab., Inc .. Test Report No . FTL 8548. d ated 11. 04 �, 15. signed and - -,lillet. � -6. Anthony L� *1 P I. 60mined toriderN0.4 A 1. Notice of Acceptance No. 15-1210.01. issued to PGT Industries- for- their Series shall be available for inspection at thelob site at the request of the Building Official. siakd by Idalmis Ortega- P E (Test report revised on 01A04,16 and 492� 11 - 16),. GLizini complies with ASITME-1300-09, - 70" Vinyl SIding Glass Door (Reinforced) - L.111:-. expiring on 04 4*21, Tkis NOA revises & renem NOA,,�20-0419.0f =0 comists of thispage I assd evidewe pages E-1. E-21. E-3. E-4. �� C. � �� i E-5 & E-6 as well asappro7ml docuiae:w mentionedabove. The submitted docun sita was reviewed by Ishaq L Clsonda, PJL lilhats L Ckasi&. P1, Lhaq 1, Chauda. PZ Ishaq L Clsanda, P.E. Product Courral Unit 16uptr-ti3or Product Control Unit Sit"r-tisor Prodixt Control Unit Suptrriior X0.1k No. !l_0:0F.01 NOA _No� !1-0:019.03 N'OA ! 1 -0! 0 6.0 Expiration Darei Aprill.4,!926 Expiration Dart-. kpril 14,!0!f Expimti9nDxr*1- ApriJ14,!0.16 ExpirationDste. April 14,:0'.6 Npproral Dat#_Xlarch :f , _20' .1 Akpproval D3t#: Ni3rch Z-F. 10!1 A�pproval Datpi Nlarch I.f..10!1 .1pproralDste: Uarch!$,1021 Pat* I f-i E L -3 PGT hatiustries. Inc. CGI Windows and Doors. Inc. PG_ T luilwirries. Inc. NOTICE Of ACCEPTANCE: EVIDENCE ST-B11ITTIED 7 ICE NOT OF A( CEMkNCE: EVIDENCE SUB-\UTTIE.D NOTICE OF ACCEPT.A-N(E: EVIDENCE SUB -MUTED 2. Evidence Submitted under= ptvvious submittal F. _NLkTERJLA.L C ERTIFICATIONS (continue Ne" flidence Submitted Quane-x Part Supeu Spacer Standai-d comphraw -,vith.kSrM C-z IS Therimil Conductiv. A. DRMM�GS 0-881 BTU,-ia- hr-ft-"F� ASTNI F 1249 WVT1R_-Pa;-s, ASIRM D398-5 0-v enPais� AS'P-vl FE A. DRAM -INGS L DrawinzN`o. M-D-5570.0 R#vB- titled -Vinyl Sliding Glass DoorNOA (Llkfj'� sheets "1901.G.DwabihTy-iNo-Foe--Pass, (Submijued underprevioui _V0_4_Vo. L Drawisar No. 'MD-5,570.0 Rev R titled -Vinyl Sliding Glass Door NOA (LMY'_ sheets I I through 21 of 21- prepared b�y n=ufacturer. dated 10,05.1,15 andlast revised on 71'hemad througl�21 of2l= prepared byrinmufacturer.-datted 16�05 15 andlastreried on01-01,21- 04,22 210� signed and sealed by A- Lymn IN -filler. P.E. 6. Quanex Part D uras-eA cow -ing %vith ASTM C-518 Conducli,,itv 2-22 37�7-ia ip�, I Millff� P_F__ sizaed and sealed by A. Lynn? hr.-ft-'-cF, AST_X1 F 12149 WY-TR-Pa&s_ ASTIM D 1434 Arzou Pffn&mce-Pass- As7al E "ore IS1011 cons N - Th� rev ists replacement ofsame existing nstallati011 screw with fbt head- B. TESTS 2189 I.G. Durabilirvw-No Foe. ASTM E `,46 Dexv Point bt-velopment -20,OF in 48 hi-i- 1. Test reports ou: 1) Air Infiltration Test. X FBC. TAS 20-2-94, (Stibin itmd underNbA.V0. 15-040A O'�)� 2) Uniform Static AirPressilre Test. Loadingper FBC. TAS 1_02-94 - 7 Vision Extmsiom- --td- Parts compll�lng with PVC-AA�-.LA, 303-13- VoluiLtan, Smaficition B. TESTS 3) Water Resist ance Test - per FB C � TA S 202 -94 zid Pohr%,�invl (Ifloride (PVC Exterior Prof Be�, for Vision Extnusiow, Ltd. A -Ex- I oy for Rip ) L N one 4) Large Missike Impact Test per FBC� TAS 1-01-94 -N-A _\ LA F enes iTa t ic. a Ex t enor P rofil e C'e,- t if ica, t ion FTo erwri- t _S it IN ti ir ted it n der NO- 4 �Vo. I 5) Cyclic Wind Pressure Load per FBC`_ TAS 203-94 5 ing 0400,05) C. CL AL(-VLATION'S, 'None E along withmadeed-up drawings andinstallation diagram of all PGTIudustries. Inc. S. Vision Extrusions. Ltd - Parts complying with PVC-AA�,.Lik 3,03-13, L -6-0 rMesentative unas listed be4ow and tested to qua�; Dowsil 791 and Dowsil 983 silicones. (Stibin ifted tinder.V0.4 Vo. 15-0409, (1) prepared by Fenestration Testing Labmtory. Inc.. Test Reports No-: 9- PVC-AAI\,L-k 303-13, Voluntary Specification foi Rigid Polykinyl C"Woride (PVC) Exterior D. QUALITY ASSURAN CT (3) IFTL-7W.,. PGT PW,5520 KTC Fixed Windowfunit 6 in proposal). dated 09,03; 14 Profiks for Vision Emtruswm"� Ltd�-"VEX-1. by zkANLA' Feuestra. tion F Xterior Profile 'cation 1. %fiami-Dade Departnru ofRMsbtW,; and Econornic Resourceis, kRER), C_ FT1.1-20-2107.1, PGT SGD780 Ahlinjurim Slid' ing Glass Dow (,unit 7 in proposal) FTL-20- Pmv Certifi -=I- 2107.2, PGT CA7-40 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 10 Notice -of Acceplauce No 1&1217.14 issued to Ewrgi� Feue.istration -Solution- T_J'Sk lucAffor 1, -NLITERL-VL CERTIFICATIONS 2107.3, PGT PA77620A Alunastum Fixed Window (unit 9 in proposar) and FTL-20-2107.4. their --Tan 3040 & light shade (tion-white) White Rigid PVC Extejior Extrusious for I Notice of Acceptance No. 19-0305.02 issued to Ktu-;u-ay Ameika. Inc. for th& > PGT PW7610-A Alualinum Fixed Windm%, tunit 10 in proposa!) dated OT 13 20. all signed Windows and Dooj-s7. expime on 02 0-4:21 "Trosdolt. Ulwacleai�. C lear, and Color PX'B Glass Interlaveti". expuring on 07,09,24. 0 and sealed try Idalmis Ortega. P_E� 11 Notice of Acceptance No. 194121.02 issued to Enervi Fenestration Solution_ USA. Inc- for 2 Notice of Acceptance No- 17-0808.02 issued to KurarayAmetica. Inc. fortheir series their 11-hite FjgW PVC Exterior Extr-usions ior'kVindows and Doors'- expiring on "Senti-viGLast (Cl#ar and Wliitei Glass Interlavet-s". e-Kp=g on 07-04-2 -1 > CL C. CALCILILATIONS FB( 01'2&23, 1 Notice,of Acceptance No. 18-1106.10 issued to Vision Lunwous Limited for theirBrowu 0 < 1. Anchor wiification cakulatious and stnjc=l anakysis. cosnp�ring with 12 Notice of Acceptance No 20-0203.03 issued to Enmi Fenestratior Solution. UJSA� Inc for oared (Painted or Laminated) "hire Rigid PVC0 Everior Extrusions forWindows Edition (2020). dated 04121120- prepared ty manufactuser. signed and sealed by g their -Brorize & light shade cap coated White Rigid PN*C- Exteflor Ein-usions for and Doors-_ expiring on N 30 �24� -4-0 Anthon-yLynn'NUer, PE, 1 . Windows and Dow s-'. e.Viring on 04,16 2', - -' 4 Notice of Acceptance.\ o IS- 1106.11 issued to Vision F-mmsious Liraited fortheir series 0 =3 2. Glazing complies withASTMEI.W-04.49. -121 and -16. -X7E 100 Tan 202 and lightev shades (Non-1VA'hite) Rigid Cellular PVC, Exterior _0 D. QUALITY ASSIT&kNCE F. STATE'-NEENTS '22,20, Exa-il sions for Windows and Doors—, expiring on 1129412 1 0 Idiami-Dade Department of Regulatory and Economc Resources (RER). I. Statement letter of confbnumce to FBC- 76 Edition, (2020) dated 04 issued by I L_ n maintl[hr-tuter. signed and sealed by Anthony Lymn?%liller. RE. F '54ATENEENTS E ]NL4,TERILAI CERTIFICATIONS 2. Staternent letter of no financial interest and of indepeudeilt. issued b�y manufacturer. dated I Statenwrit letter of conformance to FB1C 11 Edition (2020.), dated 0-1,01,211. issued by (D 1. Notice of Acceptance No. 19-030.02 issued to Kuraray Ametica. Inc. for their 04 M210. signed and sealed byArlthon%,L,�,mu _Nfiller � P�E suartufacturff signed and sealed by Anthony Lynn lkliller_ P E, Trosffoll, 171ti-aclear. Clear. and Color PX-B Glass Interbyers. expiring on 3. Private Labeliag Agreement docunient between PGT. dated 0330.15 and signed by all 2� Private Labeling Agreement dated 0308.421 between PGT Industries- Inc. and CGI 07,08-24� involved parties %Vindows and foors Inc_ signed by Dew N1 Ruark- P.E.. V_P_ Engineering. on behalf of 2. Notice of Acceptance No. 17-0803.02 issued to Kuraray America. Inc. for their "Senni-Glast both coulpalues, K I#ar and Wilite) Glass 1nttq-by#vs_ expil* on OT04---23. G. OTHIR-S 3� Notice of Acceptance NO= 184106-10 issued to Vision Extrusions Limited for their -Brown 1. This NOA reilse-SN-0-ki; 1 77-0420.06 tPV-Tw C-Cil) and updates to FBC2020 (7's' Edition). G. OTHIRS Coated (Painted or Laminated) White Rigid PVC' Everior Extrusions expiring 04;2 1,2 1 L This.\IOAi�(,vises&i,enews-N-O.A-*20-04!9.05(?LAwC-GI),expffing0�4.��l4�--16 for'"'Indows and Doors-. expu= on 09J30,24- RF-RTesipmpomis:�ill)-1154-;ditedOlrlO-"-Llaporoi,?edb-;IshaqI Chanclaa-Pl. expiring 2� -the current associated PLACGIfile-11-020-5.01- eqviimp 14,2 04, -6. 4, Notice of Acceptance -No. 19-1106.11 issued to Vision Fixtrusions Lfinsted for their 0+ 1+2 1. series -VE 1000 Tan 202 and lighter shades (No"'like) Rigid Cellular PVC Uj Exterior Eut-usions for N%-Wdows and Dmi". expirtrig on 1 1. (3) Lkaq L C-landa. P-E- ls"q L Chxndb� Pl- h1sact L Chanda. PX, Product C outrol Unit i, tirvitor Product Control Unit Sup*nisor Product Control Unit $up#rvi-;ot- SOAL N"*A N_10� _11_014F.03 < INOA No. 21-OW.03 Lxpivatioul)atv AprilIC20.15 Expiration Dare. April l4..*0.'6 Expiration Dam: April 14� 10!6 Approval Da rt� Nlarth I'St. !0!1 _j CL -Wroyal Date- March M:oil E E4 SHEET NO. March 6, 2023 PA 1.4 (D C_ U) _M (D 0 > MIAM11- MIAMI-DADECOUNTY oil PRODucT CONTROL -USA, (D C) (3) 0 0 SECTION Cast -Crete LLC Cast -Crete USA. LLC Cast -Crete USA, LLC 0- -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 cz BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (D NOTICE OF ACCEPTkN www.miamidade.ZoOeconomy 1. EVIDENCE SU_BNflTTED UNDER PREVIOUS APPROVAL #03-06025.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ft 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 14-0903.03 to (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A D RA W I N G S A. DRAWINGS 0 0 C_ 3: Seffner, Florida 33584 1. Drawing.Vo. FD4612, tilled "Precast and Presires -�ed Lintel Details ", sheet I ofl, 1� Drawir�g No. FD4612, titled "Precast and Prestressed Lintel Details"- sheet I of 1. Drawing No. FD4612, tilled 'Precast and Prestressed Lintel Details ". sheet I of E prepared by Crai a Parrino, P. E, datedAlarch 24, 2003 and Dravvokg.vo. LT4612, titled .1 "Cast-Creie ", " & 12 " Lintel SafeLoad Tables ", I 3 3. 1, prepared by Crai�; Porrino, P. E. dated March 24. 2003 and Drawing No. 1, dated 031'24103 and Drawing No. LT4612, titled "Casi-Crete 4 ", 6 " & 12 0 C:) > -0 SCOPE: 4 (I sheery iltrough of prepf tred N, L 7'4612, titled"Cast-Cre. te 4 ''. 6 " & I "? "Lintel Safe Load Tables ". sheets I LintelSafe Load Tables", sheets I through 3 of 3, last revision dated 06,112114, all E cD 2 (D This NOA is being issued under the applicable rules and regulations governing the use ofconstruction materials. 0-aig Parrino, P E_ daiedWarch 24, 2003, lust revision i: I 4jaledApril 28, 2003 borh 1hrough 3 of 3. prepared hy Parrino, P,T.'-, daledMarch 24, 2003. last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. U') 44 0- W The documentation submitted has been rcvicxved and accepted by Miami-Dadc County RER- Product Control drau,ings signed and sealed bv Craig Parrino, P,E, re vis io n dated Alarch 11, 2008, allsigned and sealed bl, Craig Parrino, P. E., on Cz U) Section to be used in Miami Dade County and other areas where allowed by tile Authority Having Jurisdiction B. TEST'S Alarch 2.). 20i2. B. TESTS (AHJ). 1. Test rep)rl on.11exural testink on 4 ", 6 12 - Precast Concreie Lipitels Fided and L None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control t "n ,filledMadelv, total of (13) concrete lintel V)echnens, perASKV !, -,529-94, 1�repared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have b - yApplied Research Laboraiories, Report Alo. 3040421, dated 04,7 0/63, s;gned and I I � ,Vone. 1, t this product or material tested for quality assurancc purposes. If this product or material fails to perform in the sealed hy Chr,s1cpher .4. Ilantun, P. L Calculationsfor Cast -Crete Lintels, dated 0811912014. pages 14.201 through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared hy Craig Parrino, P.E., signed and sealed by Craig Parrino, A E, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke ( T C. CALC TATIONS 1. None D, QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. C'alculationsfor Cast-Crefe Lintels. dated 0,51'29ID3, 20 7 l7ages.. Prepared by Craijz 1). QUALITY ASSURANCE 1. B�y Miami -Dade Coun4l Departmenvqf Regulatory and Economic Resources (RER�. fails to meet the requirements of the applicable building code. Pen-rino. P. E., 5iyned and sealed by Craig Parrino, P, E, 1, BvXliaini-Dad-e Counr Departmew (�'Permilting, Environment, and Regulatory /tf airs. Y -7. Calculations for Cast -Crete Linfels, dated 0512 9403, 140 pages. prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P, E., signed and sealed ky Craig Porrino. P K F. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1� Nune. DESCRIPTION: (Cast-Crete)4", 6" & 12" High Strength Precast and Prestressed Concrete Lintel$ D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, 1. Quali4, �ysfem A-fanual.for Cast-CreteAlachine .1.1ade Precast 1-intels revised (111.44al, 1, F. OTHER 1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig z prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4"', 6" & 12" 2002, 1, Letter fironi (.'ost-Crete ("orporotion, dated Pebrua?y 03, 2012, si,( gned and sealed Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition - Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -7. Casi-Crete Prestressed Proehicis dated 2,002. hl, Ct-aig Parrino, P.E,, certifying compliance ii,�ith the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, RE., on January 22, 2019, all bearing the Edition, 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance number arid the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320,09 A. DRAWINGS date bv the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMIT] ED UNDER PREVIOUS APPROVAL # 13-0321.07 L None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant L Drawing Afo. FD4612, titled "Precast ond Pres!ressed Linicl lhtails` sheet .1 of 1. A. DRAWINGS LABELING: Each lintel shall beat a permanent label with the inanul-acturer's nairic or logo arid the Miami-Dadc p1lepfired by Cra�g Parrino, P.E., dated A -larch 24� 2003 and L)n,-Aving, No LT4612� filled L Alone. B. TESTS County logo. "Cost -Crete 4 ", 6 12 " L it-1 Sak Load Tables ". sheets I through 3 of 3, prejwred bY L None. RENEWAL of this NOA shall be considered after a reneNval appfication has been filed and there has been no Craig Parrino, RE., daied.i4arch 24, 2003, hist revision daled Afiv-ch 1[ 2008 B. TESTS C. CALCULATIONS W change in the applicable building code negatively affkting tile performance of this product. B. TESTS I None. L None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1, None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any seztion of this NOA shall be cause for termination and removal of NOA. L Alone- D. QtJALITY ASStrR,,-k NCE ADVERTISEMENT: The NOA number preceded by, the words Miarni-Dade Countv Florida, arid followed b�y D. QUALITY ASSURANCE . 1, ByAfiann-Dadc 'ounil, Department qf Regulaton and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ., L None� tile expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall L BvMianti-Dade County Building Code Compliance (�Ifice. be done in its entirety. E. MATERIAL CEWI'IFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at thejob site at the request of the Building Official. I None. Crete USA, Inc., dated 08108,117, signed & sealed by Craig Parrino, RE This NOA revises NOA # 19-0130.14 and consists of this page 1. evidence submitted pages E- 1, E-2, E-3, E-4 and J E-5 as well as approval document mentioned above. Iclmy A. Makar, P.E., M.S. -�yUelrny A. Makar. P.E., KS. A. Makar, P.E., M-S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pr net Control Section Supervisor Prok�et Cont'rof Section Supervisor c5XHeInty Product Control Section Supervisor im NOA No. 20-0630.15 KtLIAM�kAPE Coutm JPLA_� 4v" NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 2"30.15 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 Expiration Date- 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 0&20/2020 Approval Date: 08/21(1/2020 Approval Date: 08/2e/2020 Approval Date: 08120/2020 Page I E-2 E - 3 Cast -Crete USA, LLC Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE. St BMITTED A. DRAWINGS A. DRAWINGS L None. L A"017C B. TESTS B. TESTS L Arone. 1� None. C. CALCULATIONS C� CALCULATIONS 1. A`one. L None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -Dade Coun�y Department of Rc�gulaiory andEconoinic Resources (RER). L Ay Mraini-Dade Cf wn�y Department of Regulaturv, and Economic Re -sources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L ;Nlone, 1, %,one a) F. OTHER F. OT14ER 1. Compliance Letter with the Florida Building Code, `01 Edition. issued by Cast- 1� Compliance Letter with the Florida Building Code, 701 Edition, is) tied h), Cas t - U) Crete U�A. Inc-, dated 08108117, signed & sealed by Craig Parrino. P. E Crete USA, Inc, . dated 0-8/08,,'l/, signed &. seuled bv Crai�-,,, Parrino, P. E 8. EVIDENCE SUBMITTED I INDER PREVIOUS APPROVAL # 19-0130.14 ompliance Leiter with thefilorido Building Code, 2020 Edition, issued ky Cdsi- > A. DRAWINGS Crele 1-NA, Inc dated 06`1 L,2U. signed sealed b,y Craig partino, P P. Cz 0 1. Drawing Alo. FD4612 titled "Precast and Prestressed Lintel Details ", sheet I of > 1, prepared by Craig Parrino, P. E., dated March 24. 2003 and Drawing Nw, LT4612. titled "Cast-Creie 4 ". 6"& 12 LinlelSa k Load Tables ", shects 1 0 through 3 of 3, prepared by Craig Parrino, 11, E, datedMarch 24, 2fJO3, last revision dated June I Z 2 014, till signed and sealed ky Craig Parrino, R E, on 0 ..January 22, 2019, B. TESTS 0 1. None. C. CALCULATIONS 1. None. (D U) D. QUALITY ASSURANCE M 1. By Aliami-Dade County Department of Regulatopy and Economic Resources (RER), co F. MATERIAL CERTIFICATIONS < 1, None. CL F. OTHER 1. Article ofConversionfor a name change. P14 A LU C-41chuy A. Makar, P.E., M.S. Hclmy A. Ntakar. P.E., NLS. < 77 Product Control Section Supervisor PrJii uct Control Section Supen. isor NOA No. 20-0630.15 NOA No. 20-0630.15 71 Expiration Date: 09/11/2023 Expiration Date. 09/11/2023 < Approval Date: 08/20/2020 Approval Date: W20f2020 E-4 5 SHEET NO. March 6, 2023 PA 1.5 y______________________\ Z I I Li ECO iNc. \ TILLIT TESTING A ENGINEERING COMPANY WAT-TRA- 11-LLIT. fk� FIE. ________._________ - ____ __ . "itCCnCgaAiLC(,AM YLRX,L-�.�i� " C , 1�_, or#.-P9 PROD CT EVALU MAMORU REPORT INO.: 20-0720.01 DATE: Jdy 28, 2a20 PRODUCT CATEGOIRY: Shutt= PRODUCT SUB-CATFOORY- StIorm Pariells PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QN*RLPYottcuon]Nmdutb UX1. 4W SX, 61 Street Davis, FlordA33314 1. PURPOSE OF-EVALUA :TfON: This is a Product Evaluation Report issued by Wafter A- T]Mt Jr., PJE. (System ID # 190,13) to the Global Protection Products, LLC, RuIsr Chapter No. 61 G20 -3, Method 1 D of the Florida Deps rit men t of Bust n ilas and ProllesslonaLl R&WAsition. TWS Product is 5" Issued an Evaluation Report as described herein, and hists been verified i6r ciompliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that Ittle product Is for the purpose intended at least equivalent to M9 required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code cliange dug may ~ fts limitations and condrdons, LEWDEN-U-181-UNN1131W. 2,11,PRO 197-9YALWATIONDOCUMENT(R.L"- Drawing No. 20-176, fted "20 GAGE GALVANIZED STEEL STORM PANEVI, sheets I thru 26 of 26 prepared by Tifteco, Inc.; signed and Sealed by Walter A. Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part %j,jP,Is Evaluation Report. 40,%1 0j'!.,i& 01 ktR k, r/00- __ 4�' * ... 11 ... , I—: � 04 e 1_� ". ., .... �CEN I. - , \1 %. , I __ - i . $ I. - I . --It __:��_P_1. - . I __ �5- -- ft.44167 . - __ . .. Z � _7ttP__,kit1_4 *:, - - . Lv � 4. :*a , I . -1 - .__ � t�', _�,_ .1 � , .. : - ,A- -1 - ";K, . .% - topml, ,-%Zl�if . , �,,,. "" �q " .. 4 f ,�, Is , " . � . Ri 453355 KW� 36MSIrwiti Sulite 305, Miami, Florida 31M - Phorie: (305) 871-1530. "�Im4.09 'I � fir"it."I . GENML N I bi" nift 20 NK AftiRiNl[aft-fl�Ms�t) I �'rFV PANEL �tl,NIRN '. 1-� 11ACAALKT �-IALIJAT04 '-O(r�%AILYO '� C i i '.& Kj. .'NNIA A. i ttPI r.�,P`111,lo .1, , �'L , A,CIN"'ANCE YFI� �14 7711;N 771� ;�tl") �V T.Tr FIOAI�. 31"'NIX, _VDE DrSICK "X LCW-6- LTNEAA at '�Ii7TU-fl, I'S 9 �APC7,ii. 152"Or -,HE A61:7141 `Aq_4Ii01ELX �.Ilv A W.� S�ZEZ A�� F076-E2. 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V tE,S rVA MEHL t-V,;S WAY t�z If, +1 W'A, k..W,51S r ,rc,,�,rp�l ",P,�,,' W_,,� ,,,A4 HEF4 ji�TVVI ,,, . - i4 C VITAY, .� iPj_r N.,"S E4,1 � V 51 Ph, EANAA S F�,_W.', i1p, EiI "tL .N1 ATC_ I 'RI -�, LIEN �TVAANFL �T4 �,�'4N�T tA,J,L�t� c," 111' - I - LM"IETR*1, * lc�1�111P, 1-1 P"11", upt-"5, 3E�Iit A - r" EAD .&Iit, W`ENT�� 1W A, �nIrw v,I?;1AA0W- T F, SrPI Ti,:�_-, '08 -� REFIA jf!,,�, V, iz 9 Z � - .WT[I'MI,; 'Ai Xr�, iASA1.1 �74:� 7YT-��t ALS r-EIA .� Im"w- IFY!, 14U 1:�r ,�rl.,PI ELTNPUA Fj.,�i�T #,Wly,.q I�V, AS PEP 1A, Z`1 TN� �1�q IN, TAIS 2111Z W41VAI ; " -"""`��V ""i"'0" _!�, VIC HEHI T� AtG' VTL`T VWZY 1'^L115 OTHAAWW`�T Nttf��? T,11 %'Aa- � ! ILL ALIUkA,V �-,�T i,HIAA jt't"!� A7 IlkFAP`� J -0 IIII-1-4 INETI, � .-L STEEL SPKI� W0�1 1`1� , '-TN, -I �'P,i '_N., �I,-, ��ZLA_ VS1. N,,�� L;NN, -it, ..- H i1I 11111*11t7i`D� -TEE- 1`_NA1`V, *,'I,- ��! - - -WIT, F,�, Ir"t, I ,�� S�K_ "�� V 77_1.�S� ��IFA, 11 t �, 11� ..& 'Ikt� CTI� �;VL,Dl �V,�T,,Nt ',),,�Et� t_nc,� 5-, ,,;� �,H I �- _ - LX'�U IN �, -, �ftl) 17RAfIA��r7tt ,,;.,,, 1, .A� �w_-S: t-�- -i',u,T & St.-, �,MI ,,,� iii'AN, Pj, nz,,E z � �,� , ON , . - A I t V Kkl� TV Q, II- -AC" i,VI,ANI?Zt 7FLi �q A-- Zj�� "q'- V,�� i;jr�t� ,I;", " N4VVAV ,�i 'r - - - - * - -, �'E,," I _ � 'it �7 ti�,TTI iti� ra ON -7,f- __.Nfti�l `�_�Foi � - - t . r: ,,,-,,, AVrC�,A,1%!_1'11�,,I.1 T.R,L ��i ! . Ati,,t1l, ,,,( JU. C-9 1� , , � . , ,�� , 7,E li, �N N, �11�% �S -jA0tc,RE:1 RT P�EiVizj INC '.I. ,__-�Vl� , I"". � � - , - . , 4"C � It, ,,,,:P.L k� �r�iek!TM Vt - �;� %coitti, tfo�,i ,. �Pr-,Vr, �c � - ITI W �_Ne_ . . - 0 , , - �Q VAIAA�LAVI'�f fEIAAI- 1E it �k-'jj W'L �,Lfl �.'111'_';� " 4 � iAAN%.WACY_�EV Hi �ItEj ",:*Vi�RIN 1,"N �CDIPIJ'� i ,PV �'� - � ,- 1, ,, r � , _ A , - 7"_,' A71"ICAA �, .� . , " ..ptIr .'"""Y �� ,,,,tkAI,H,Ai e., W,_ � .� , , P", �, � � ��J� ', I,. I A ', MIN.LN k.hft-],I�' Pi T�_ ;AA AWIAVRI,� AW'C V�j M,T �,'�VEYE FiW, UL . � �l' I"N 1!6IV-Ti �ZVJWE D ANU Y i,Nip- r, I�"S VPET I E,., t,-L* r,E "o-N;I't "'I A �. , I,% I -V, 4 5�� -��-� ^<:I� -L E4 FW" TA�T 1�� qr%l �t,+f V�W_L7 C!tNX,4`_E HC CHE,�"API ,,O�,- ' TUCCAI �..4_ bf IiIEW1 , FEI t,�L` 0-AV `,rPEINip 4��C[, SP�Nj K � 1,11' t��&�, .�t,tlu st"IN[tt �TIVXO rvit�, . _ - � - , �� L'ViI Ir WI AI7. N,' I TL' � , _t ,ES NO't VIVY 4 HAV,OEV SCVftrT Ei,� I-AtArc, �,,Allet ,i,c� PLEAD V, *_ W.�, 412-1 "i �� 1� 14 ,__ PVUA_� �1:144_ FIVELAF, C4111"AL-E AI " t,CK S . o_ro OP, 'N?�S_, H<TqTN, IS , � e,QN� - niI D LSVIAK `K�L OT � Cl`-�' "t�,`*"�IL ViATj DIE I LNI� ;h"KVi rfT AJA,,'A' T'� H`,+,% L�TAELV',�T Q I I ' t , �ViV[ _,� VAKI-5 A,1_1.vTK.I -,*NEI 9Z - VIN-Ir-PI, * .,'.I .100 � A�� 1�, 101 ". 196 F"T_ *X�, rk L Y-OLY _�-9�ii - :/4- : T-IIN iVV.N`1V"E V�� E`HiE4t"i'V`4!t FLY ' T ' 1,4`�OL�Tk 44C .� . -N, � , - ,` " _'E, ,� otl.'Al, 0: _0'0.S1k0KX A," X-0 �W !HliT t,11W -:I , '. , - # It A, , � :�' "_t� A "�I�V` 1 VS ""7q`E`t_1rI 'T' *A -'-E� iCPE`W HVI I & ,""St�*,r� `L�' I. , �_�,j " V - P. ILI 1."I.-IiAilt 4tikNt I VIC 1Ar`tLW_1' T10, I.I"14,;, �. .04VAI ip, t"m �,PV,Li ", PHI - , - �� - ,_ 4 Pk� I " 2W, , " � '01 - , i. . C, ,A�_ , ,Ic�1riA. ks W111IL.CTN"'ArtA ST TRU-110,111 CC0WUtC0` "", i "a'. , Ap E`,, A%QW fAAWL4.13r lj� 1A.". 111C.-ARC [�,�, ,VVETUA,E- AtC. Cf, Vp '-WI, .. "I't III- "'144 .. - _. - " I I jN,1 5ritii 1 ME 1 4 -'I- 4� i- 3 : N . -11 �_q� . S,XjE-SF� i- <4T� �Tti._� OC EV190i"I'D ,,,,.I' WID t.[ ".G.FT'. -,-,Ac. -� 1C, L"'OeTAki, - , Ilrrt, 1-i-1, �. M �� ". ti-It SCRE.1% Vsr-� t-AN,1 HE , �/-� 4EA- 60�- �VA "Auu--i � - t.i��,-, kl",.,I�*-,,-,*--,.c.-i�-"��-� Z_ -q'. . PAOMIZI-D'ALUATIOL'S REPORTINCE. 10HIEZZ&AI 2 22-M-T REPORT$ � Large missile ;Macl add iatigue load tests "To perforritred under Prolocatly, 71 AS 201 i 203 as per section 1626 of the Florida Building Code, iniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, inCL, Reports 9 96-569 dated 081C9111946, 1*(570 dated 091181199e, Oq6-T30 dated OgY2011996, all three signedand sealed by Hector rit Molina. RE., Faiiestration TAssfiN Laboratory, Inc. reports # 21032 d,aed 0411611998 and # 2126 dated 10/0511996 witnessad by Gilbert Diarnotid, F-E and Report No 0219.01-09, dated March 4, 2009, signed and Sea�eid by Edmundo Largaespada, P E. and Henry Hattem, P.E. Tensile test report No. 9r-M- 197 by OC Maiallurgical, jnc�i datea March I 3, 2(9)9� signed and Sealed by Frank Grate, RE 2,1, � -$TRJCTURAL ENGINEMF49��QULAT10W$,, On 20 Gage Galvanized Steel Storm P&nI to, maximum panel langth vs. design witnd bad, as well as maximum anchor spacing vs design wind toad and panel length based on raVonal and comparative analysis, and r accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Iry_ dated I IEOVOS and 03/12JI5. signed and sealed by Walter A. Tillit, Jr-, P E "BLEMAMESISTANCE. Large missile intipact Strider section 16205 of the Florida Building Code, as per TAS 201 Protocol. 4, NND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has beat) verified to sustair wind pressures. Maxirnum panel length shall beas indicated on sheele & 10, ld. 15. 16, 19, 25 and 26 at 26 of Product Evaluation Document (P E-D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10t I 1, 14. 1,5i 17, 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P-E�Dlr r drawing No- 20-176, 5, INST-ALL.-ADO-N! Installation shall be performed strictly in accordance khiih cetails indicated on sheets 3 thru 7, 10 th,ru 20, 23, 24 and 26 of 26, of Product Evaluation Document, (P.E.D.), drawing No. 20-176, Minimurn sieparalion to glass shall be as Indicated on sheets 8, 14, "I 6, 25 and 26 of 26, of Prodact Evaluation Document �P. E-D.), drawing No. 2D-1 76. E i � L`Vt Tt-T PFL�ALT �`W_ - _Q('A�'_ C11��It'� IVINE, � ft-,�_Ql OR ii,,IIIC� 111-,AkC�, P1 16IN, 1 �Ta %ka- iI,AI q_� W_ Vii_��T!' L'L 1ILAE1 'It -IN �rALI,ILR� ErCH�12 '�IIIEII 4VhL_ WNIARIA,Lt ��'. - .t MENT,tI � ,� , , Aw, 'i E, 7: - _�. Its Z"IT- 1 110`4� VAN EH�,LFLS ,A&,!-� . �- ; '_1 WA_ . 1,�:'�,W�,L,:ii-L A"C"TIL'A", A'� tWAI"1ITr7AP,1_, Ry I � 01 OUILI`I� I N�_ , - I PI iti`IE itItki it� kh, "VIS�NVTT " �J� - !C;�7 � , W�54', ._1 .h l�" 111�:E H- it .0 ,-�-I,4-7� I -IN. � I i�14'0` LWI SCIREW1 �E- Nlj� - 7,"fi C i -/1' tr:V� 8j�,I,P1-,, &� 4ISM.;VI71U, 71 NL I �1�1`%N sIII,1 N �_-T'Ulq 11 C,,I � " WiT.". Tl,�ZTV,�AIA ;TT?4'-A -A-L" Vc�,�[, -# 1,11"k-,, �,,qi)R� � � ; 1 W; d, - A,- TE 1�,� AND IAH 1,1 WI 11 " f "I o �� .INNIW [�:R,._IS64� P�Ia',Wit:.I, ti� LIQ �1�01it 110� T--� *,,X( rAVUE, JIV v"ki- H, I " Nl� T11i, E-� PVTSAgr I KTN INIQ �IL<1�1:1 `_11 0, C(iN��jI A� VkIT ,:� ',It 1t1A1IA"Y_I �ITPIAL�If ,Fwfi,Ar,,, t� �� PIVJAAA �DQE ,IVT4IY� "IT Vt�, LIAVA' 'Ahl A'XIb �MAII� !�c AV NAITI�IIIU ,:It 1,,. ,HAI 1 it .i-A, 1%,,EVi,rV4� CIE *,,,,I,T N"A'L Wti_ PT] 9 � � I' . 2,, i�Pt%� �'T'� ' , I _�kj 4 ' l��' I" 'V TEIIJVI�l TIUTC) 0115-, 'WI , , ,YI �1�1 U� .,�,i ,V, AI, ,,�,,i. . � - 11 N COIL ri"I "W"T1 "",A IV IV01, k�_ �1114-r`t� I QV�t �I,i,,��, ttii *Y�Nrt Ei�Att,,,�, FE I,I��E� VT ,it �,,�T-NI, Ak�_ 101-'Jq"� T,V,, HE I LINT �1��EIJ4 A', ki!�Il I,q WI tIMIrTumi ArEHIPL, :::,,,, 1, I ,Nn� A?�!��,-,AIA,� "I'Aij, Il ,,�, .�Na:SO,I I� �� 1 , , �,, A e 4!1 IIIIi 411� N`NT E� P�TNI� f" F`�_;b!P, ii� ��_ Z 2�q.11411_ �"' u i�TT,tlih,� �g�l Yl� ,*-, .A"IliLt�P,Hfil, N TAllf-, W" Aft�,� 'Ir IN1,57A.-LU .�CAVINIA�L IS` " 4'U"-E?t'�"Lr' I]17"L� `^ L"t 'Ti I '� I' '�PE - !,Vr,1,.1' it� Il��11 -Ptir .T-.r"_-,.:..1 :N'..., _- - I Il `�,,- � -,_ III— r� ,_, __At - I"'::I� - T'I �IF_,�jq�[ _.; �,,:, , r, P, . R� 1 ,I TW)1,1,8_:T-, � � A"I,V1.r ' � ,.'IPA W��,-'�' -, �� 17- Ij� � � It 1-1-D -In �--�, -�L- - �'L .I �, 1; 11 01 1,� TAII 9ZZ��,�� j%tPAY -AI Vij'� jrIiT:-,- �F, Z - -I;0Lf1, 1. 1, 1� ,11 4,-T,X�I 1, N tI " , INC �_[--,'IiEs 2. 9. 1,.il. IoN ,�El;,A "! � �,:" �Fspt,-!"F�� it, 1-1, ^ ;.4,,, A`LA "�,._, ""Hit .JR-1- - .111III-It, -Vi1q, 0. - i � _. � � _.,� TT%111 . � 11 VE _6 - �i! Ztr�k-t._ ,��,-_,`FI . 11 - It �IfV -VII, I , *L "��t�II,r,,�,, �,.'�,�',V 'L I r,,r , FAI_'�A-_0 � I �`L Nt� ' '.`'('t� 'L,it'L ,:-� HtW" I, ,,r.kI �r, ,,,,, , ,Oi- - "T . T?VtLf_, 71 pl,-,� .I.S'"It", N'RZ" ��IiN` 1-41i ��-"`�`;_, 11"., �, . � .�! �_ '.; ELVL�TI � _ _ � C;P,�', � - _j� - Qj._t� r, �,, Wi, �Vrrt� I - - - fL- - 4, �P�V,i!� i H, TI� ,,LM�SC C-1 A.,R� I� R. ' �S PI'Fi 0 r, T1, � , "" t'S,�r [tEL.;j,S', �X�IiI ,1 � � I -tTVRtL1 L" 7rIr., t-[L�N'tl I' 7 �iVYt�� M.I 01-ft `11� :-111L� ,Pt'.,��, ti�P A CIIL SiVe, 11W�k�It", , V��IE �Tf ,111:t 1.,',Nj�,,,,,N� I'K�qLtrr rVC06 ,I,i : - , . , . T�� 'ZNI"'A� Tr�, T L :W iPT �,P,NT itt� "VT _'1E �i,F Z'�N lfl'PT117 AW 1�1'�� Ail!.:N V4��, 1_4111I� I It � S.A-1 " - _. - I - �. L "t, I � , . -S,'L It,, 11 E - . P F " ��ti';Ml 1, �L, ' It' L<IL!i N�� t ,' 11AI rTOV VAT LLINC,ATII:V� It 14,r'l 1:10 ',I T,,YI �11ANT I,,N".IRTEI WF11 4', SlIT A ILL COVIRAZ'Ii� I RE I��INSIELI "" �-J! T-r `V`0rE,I�"j E�A_1.1"IV,i �,Yl�jjtitl� 4I 'A �IV6.1,,T_TPA'l !V,ALA� ,I ij"[I,�LLL 1,11 WE VINE011C -YOAcv, V"Et, tt� piTtITANEZ 11 i fl't'iNiv Ir,�,� - F�Ert 'NCVNttFR �X Pc,,�,M� L- ILL, HLC_--_ T.. �"f"NEKV Ct PSEL,ANAL �L_�'H� IQF EYE, rVA1.jC"` At�b 91KI WI BE Ac�'Lt_,;I "Y, A �,VP,-� V,4;� ,;A r4F YET) EYI � 'I', r4-,� IV TI, "il V 11 , Si4u,, v Hti�,Fj, ACN,,�� ,,� ,t j.*L!I1Tt_ , EU - I 11. I�V .14 _0 5IISiNli-, �t,jk, y,bWil T:i I.I., ,r�EN 2,,� -,jr ,,,jj��qr F *,,,,:rj , ,p � . I, t N-', 1 7 tI 51V,L RAAfti '11: LAIT II �401, I_TIQ - ,�, - U ITT; RI �,,,_ ENA,,.'F;� m ArvIp", A,�O, ;P-gfl� - �� &-imiti _MI �� 'IT P 5 U%5E 9'� 9' -4tt�' _r_ �� A rLL",� ��e_l ,Q�TWIIN ii TtrUN �5,C�, � _ �i,j_ ,T_ - LF 'iti ArTw�V_E M-1H scfu7i;N I �W � , .rw NumnV 4LI, Site, ._.'noe ,�N_ IA6, , L ..'AU K _`.Arlf]� ILP P.11-F, 0".1-, LAHAE-e- "'. � -,f�,�, *I � H . r',TIII� I �,v � � , L� �� L VH,A �'F CGCX - , , I Nn fWAW'Hic, stwu ow, K vi;rli - i or,,. ,� - - I ,tEi_ . -N T�f :�`-Tr C. FLORIDA A N't �! ... V, L � F "CAQtDAL OUILWARAC COX 1,11I V.1- 1101aZIU21 I . I 0-MA—TERIAL r.,WARACIM3TICS AND $P`EQf&A1UQK%- Shall be strictly in accordance with General Notes and Components indicated on Sheol 1, 2 and 22 of 26, of Prochict Evaluation Document (P E-D ). drawing No.20-176. Anchor specifications shall N as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E,D.). drawing No. 20-176, millitilF�l,tilsdzk 21A! W. -1 00 1111 DU MLIKA 7- 1. Shall be strictly in compliance with Genervil Notes No. 1, 8 lhru 14, indicated an sheet I of 26, as well as General Notes # 1 thrit 4 and 1 1 thru 16, indicated an sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No- 2NI 76 prepared by'niteco, too, and signed and sealed by Walter A Tillit, Jr., F.E. 7,2. Product may Do installed witbin HIGH VELOCITY HURRICANE ZONES as cleftned on secton 1620 2 of Via Florida Building Code 7.3 Product shall only be installed Into poured concrete. Concrete block, and wood frarne structures. Product Evaluation Report prepared by Walter A. TiJFd, Jr_ P,E. (Florida License No 44167), President of Tilteco, Inc. (Flic,rida CA-0006719). 'ttwIli"W", ,,A--,1'I;i"'A �, - T/4 1j1;f'%. i ��.o ,4, � , � - � � i., ,p Q1 7��..' , '.., ��-%, , -XV _., \�f,EiI %. �% __ -f .-, . . ir Z % � __ - — -.7k4-- _';;�� 44167 " - - . a r :E Ar ! - -* i*= .- , �-,-%_. - - , = . , - I � - F � I- �Ap _-, STATE OF .- S ___ __:1�_1_..__. � J��7_ %,� 0 1 .. .'It I, ,_�,�, - ',�', 'RIIDV._,��110 " e, - � . I � mzt ". 0 - � ... jk� �t ""� "�Jotqjli� '�* " _ .;e W)"IrILL LL, TILTECO Al-MON RE CORDS T FL E I REPORT 2C % GLORAL PRO ( ECTK)N P R A)DUCTS a LUC) 20 GAGE G4 VAArZt-0 iLTELL 5-CARY PANFLT OFEWC 4 �11,1, 76 � REPCHET 9 20-0728,01 Vr__________1 — -- ---- - J#11 / I I decc - > --- It - N N 2E��, TILLIT TESTING & ENGINEERING COMPANY __ - ____ ---.--------. _. ___ __ ______________ W��AtLTFY �V TIL.._rF I-Z_. PIE I t,; dl��LE,Inl CAI � PRODUCT ENALVA_T10N,,RETQRLF' �,- - N -41:� -1-A I IVNI - _-4A,5,`ti9 REPORT NO.: 2"727.02 DATE: July 27i 202� PRODUCT CATEGORY: St'i,ufters PRODUCT SUB -CATEGORY,- Storm Panels PRODUCT NAME� 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Q10PIPrattetilov-Produroft. LLG 4800 S.W. 51 Street Davie, Florida = 1 4 1. 1PL1lFR_"JE_QF__EYALUA1IQN. This IS a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. 61620-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued art Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to Aterify that the product is for the purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be Subject to review and revision in case or a Building Code change that may affbc,l Rs limitations and coridlitiorts 2,-E-VIMNCE SUBMITTED: 2A. -1PRO_QUPj IEVA_LUAI1ATKM_WCUMENT (P�E.D.). Drawing No. 20-175, thled *24 GAGE GALVANIZED STEEL STORM PANEU, sheets I thru 18 of 18 prepared by Titteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P_E,� dated 07127/2020. This drawing is an inteR,�,*r!�MQ,,Is Evaluation Report. � ll �, !� �� E. ,/ ,� . ), ",%A -,, �, - A/ . , .* .�. I - � . I "f, Eksi, ':fi ,%� I- - Z� � e � , 1� - - , - ' ' .ti -., - � T;��:Ail L .1 16 *. = -, , , _Z,*.� = - _� 31 * - = , i I _ :*- I S -a'. STATE OP .; QC. * �1,7p._ . k� Z !-�,1,0�. � " i�l C) Ri t U �, ., - O� $ F, SN 11 6355NW,16di Smtci� Suite305,Miarts, Florida 33)66 -Phone- (305) 871-W� 6w,'"W 15 31 - - -11 - ___.________._ _ ______._ - _ -..-.��-.�..�---.--.,�--.-�.---..,- COMPONENT�5,_FQR _R�QLILAR & LIFE SAFETY STORM -.-PAN .0 .... 1___. --E i . � 7- ,_� TTI=`.- � - 1:I_ Ti'k Yilt":l . - A � 57T' - jt�f'�_LTV` - E A nT�l � , ,1� - - it t �11' " , - I j�.,' - - 1 A- it, - ,�� - a �._t_;� , !A,10, � � . - . - - - I I , � Y�- , - -� 131- .11, l-, I .1$0, , I - I � - - i W - __ , , .__ - - --- -_ , ---.,-- " I T_ - - , - , - ��__ -I,I`f� LAVII �- � i� �, I - r� ,.� I �� 2;5" �� . r, 1� I. 165, "A, , 2", � ", I IT,,, '� I I 1 - I � 5 " �� w WTAVII� , _wcI, , I � � 5A r ��,,p_ / I _. � I -, - 1. , v U41t - a I I � I , �: �`,`, 51M 1 �__�_ . G��' = A � . � I "� _cv- n)% ,,�: ir" I , _k I- ,61 �,a - - r- I .", WiL, I Drw . � -II)TA,"11, - E ; � L ,�, I�i,A� - - . � ,��t WAR. 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A E - _ IZA,i - - -I i � � E Bi ____ i I ii i ," - - il � - __� � . ___ - i 7�- - P __ TAW, i PI I'GLI 1 �, -I- __ 7 .- - � -,iJ W � , - � �_ �) 2'X7 (78 - -XIZ4- 9!��z - 1;.1VV _�� 1 `,P .11 � AKRU W,10, g', < ..STPI . , 11��01;;� ____.. �___.__ , 71t'tI�%41' .,G-f. i'71N . , - It', I Wit. � `ill _Iii� _ _. ._ . - -, __ � - � ___ 11 T � �_ � ___ , ,A� - - cfq ,T� TiT,,V, - � _. � E, - - I l��-1 i P �, , , �Ilr -- -_ . I - r_1 I � i--.- - i . , 1, I I . 17 ,�,�, �: � I 11- I L ".1 I IKI:- ,,, I L - 1, I . -,!. �_L'-� - ___. ��_ ti�:'o - � � - I � , - __ . . , � 6� ,F__TRA�l Ahqa � T-4,Y - 11 - ,,,,A,ii--`i0;AI.,T,,, ,"N"'e " "Q1,", � � A I ,�tj ,,,Z',,',�� - -- - ".,% ,Z ' _�,,C�%S�, `iL I �, 'L .T', � , , 4� , I - _ 1 I - �_,� I -, , z ' ' - .'L 1� Z 1 A, 441t,7 � �T F. �? ' __ 1 —, z � : .0, Z 9 — W'N �M Z A . = TV: S � --------- ---- -.,-4.-- - T'F .1 Sr, . -��, N; I T '_ S �, Ni� S - �-; " �� i " ML.H= I � ,,"Lr . �,kpi " �, I - I III 11.1 �Z, , �N -_ :, ,iiN PANE , '! o',I _ "I""i., - . 1-1 � L AT L� rt.. , � I L �� . , ,iAV�d.YI',VT,,,,V . -,, 11,7�e,, y ,,- I- __ --- ��____ ________ I I A� VA,N_11L1W W1 -,- ,,, 4'. 21 � 11 I t tT �e"' - � S� If, IT yiI - r IN' - 7? �n�z=,P 1� � F11 �__ __ _�� , ,,Pi r I __ L , 'V' " 71 �j I I 11Y, __ XIAL I - _�_j - , 1, XXI, - ��VIA;f-13w.,It!lbm - �I S "I" - , " _�L, .,W11. -'r, 'r,,,-, I __ �, S VZO &;�&?V L, ,� NIL F . - � �. 2- 11 � '. , , , ,C�,-; �1_1 F__ - , i 7�_,' r ; . r I . � I'LOPICA WALD$NG__CDDE (HiRh Ve it,i H.r,icc�* 7ono I "M llt,t - i I I Xu C;AGt GALVANUED STEEL STORM PANEL i _,�: , - - ___ --------- — __ -, _ ----. _ .. —_ -1 It_ . I --- - -- _. I - ...... I LLC, r uen, r-z-. I - I — AGLDBAL PROTECTMN PRODUCTS, � IL ECOunc � �__ - - � W11 S� �11I YVk[T I .. Vrv,I AT rtia-wtiI63w� r6WL&T, ,"NE, 11, It:11. ! 20-116 I 111V,"_.?1 I �: Y:!1Z_ " 1, Plrij �-" rtl�._ 1. %Yit�w �,W I I III � r tT� .-�i7--�---..--�i��-4-�,-;�.-��-�� - - -1-pi. I -- — �, 1__,__,_,'._!t:-t�-, '�,_V _. :77_��1_11_�_17_.__. `�'U' � '�� `1`1' � L � 1.�. � ----I "WMQLXkAL1AnQN REWRT NO, 7AW2 2 2.2-TEWREMMM Large missile impact lead tests were perforrined under SSTO 12-99 standard as per section 11609.1,2of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTIM E-330. Test reports prepared byAmeftan Testing Lab of SoL94- Florida, Report* 0814,01-01 dated 03111102 witnessed by William R. Maliner, P,E , Soriz Moro7, P,E. and Henry Hattem, P.E. and Report No. 02119�01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E, Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida BulldIng Code. Test Report prepared by Amencen Testing Lab of South Florida, Report No. 11 23.01-10, dated November 23. 2010, signed and sealed by Julio E. Gonzalez P.E. Tensile test report No. SCM-198 by QC MetallurgicaL Inc., dated March 13,2000, sgred and sealed by Frank Grate, P E, as per ASTM F_-8 and 1'ensile Test as per OC Metallurgi"I Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaclufano, P.E. as per ASTM E-B. 2.3-SMUOMAL ENGINEERING CAl.CW.ATXM Cin 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1604 of the Florida Building Code. CalWations prepared by THteco, Inc, dated 1211V10 and OM7/13 (farthils revision), signed and sealed by Walter AL Tillit, Jr., P.E. Z,hIMILE MIMPACT-REWTAME: Large missile impact under section 1 SOB, 1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4,_fflND_ LO . 24 Gage Galvanized Steel Storm Panel has been verlfieo to sustain wind pressures. Maximum panel length shall beasindicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawinig No. 20-17& Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Painel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard, X,k-.,%% MU I 11 I N ft, .�*� A, nq p,\4 511-11-111111 .,. V� N.' _��4 - __ _$_:�_11' %�UNS,k I.. . If, � , _== � . � _ . .. ;%_ % _____,11 � 114467 `. S i4 __1 � - , - I , - , � .4 7� , � B - �` 'lej * A � , .0% STATE OF ,-'.- I I Al" .$ 1�i i:?�, .-. 1`4 O R 0, .�,� -, . w, It ��-.. .. � i§ si� Z", S ... .- 4' WIONALV�_ ,solitionL00',vill" &� MMAWATIKOW.' Installation shall be performed strictly inaccordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6� 13, 14, 16. 16 and 18 of 18, of Product Evaluation Document (P.E.D,), draming No. 20-175. 0. MATERIAL CHARACTERLUICZANI) JPjECtFACATL0NS; Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (PE.D.), drawing No, 20-175. Anchor specifications shall be as indicated an sheet 11 of 18, of Product Evaluation Document (P, E.D.), drawing No. 201-1175- L.LIMEUM"11410TAMM"N -Of -USE. 71 � Shall be strictly in cornplience with General Notes No. 1, 8 thru 14, IndliMed on sheet 1 of IS of Product Evaluation Document (PE.D.). drawing No. 20-175 preparpA by TiNeco. Inic. and signed and sealed by Walter A. Tillit. Jr. P-E� 7.2. Product shall not be installod within HIGH VELOCITY HURRICANE ZONES as defined an section 1620,2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by Walter A, THIft, Jr.. P.E. (Florida License No. 441 157), Presidenit of Titteco. Inc. (Florida CA-000671 9). VAnLL D'� TIL rrCO ADMON RECORDS 4 P L. REPCRT�20 � (RALVAMED STEEL STOW PA04EL k DRWG A 20-175 A Ri !--- ------- __ -------- ____ -, --------- — ; . . 1 1/4, 2/4, 3/4� 4/4, !,/5. 7/5� � ; IW/10, 2W/10, 3W/10, 4W/10, 6/5 i I 1+ 5W/10, SW/1111 & 7W/11 I* I - �' MAX ANCHORS FOM "tNC4,TE Sir SCKDVU IN't SI-EV$ $ & 9 _1, No, I I' A� _ . I -.---.- 101 WOM SEV SELC'04S ON %0I 10 & 11 __ " . " - -0 - ____ ____ - - `A0 -4 __�_ " , ""' " I -- 1 4, & � __ " - r -_ - f___ - - --- __._____ . . - I A I I �, � (�) - C4) !i- ---�--- '-, --- - -- , , I _1 --- O�M_ 20 . � . I I _1 _____F_ _ I `N'- I .� ----___-_ -_ - -I---- ---'--f - - -- �-- --- --d.---- r I (�j'`(�). C4 - � � � � : � I _0 � (§D ! : : I I � � 1� � 11 ! j : I � � I I : ! I i � I ! � Z I I . � I I � I I I I F � : � 6 � I I . � T It ; . i I : I I I � - j I � � SO I i I Q � - � - - - I - � - I : I . ,, T � � � .1 � A I i I I I ! I � I I ---I I I I _ I , , � [ I 4 j - I I 1 4 . . I I I : � i "A' zi 'i I � I iI I . � 4 I T '440, I - �: -_ I I 'W �4 � : I I I I i � I I I � � � - - - - � �� 1 4 � - - - - . I I ! i : iti� i I : �AIN,EiI RAWLS : lKy-TED PAAAAL& W/ I,4?O,1- I � I ,: Sl� MSr 9OLT W/ ?,fe' 1 3"2' I- I : fSa ,EECrtEr,, ks, i I 1ANGNiU_M * EA OVERLAP I = : APHOC,A�� , t�,a -ECTIONS ks APEAX-m-, � - � � I ! � I ! I � � I ; � � I I I ? � i I r - - � - I � � - I . � � I I � I � I -_ I I I � I I I - I I � I I � Elo !, I I I I � I i � � t i I I I ; I i i . � : r : I I ; I I ! I I r), M - �41,,�4 ' . -_ . � � I � I - . � I � I�I, ('4�� 1 4 � I I . I I � I, i' , 0 0 .(_ 0 [ L 0 1 * 1� � - , _ - ' __ _ �. I I Iir��, I 1 ' (:4) (��%, D6-j, - i � (�)(K) � - I . 37 it- A i- 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, . - j- VLAN� - �, " � � I . , 4", t _0,11W/10, 2W/10. 3W/10. 4111/10. I* 6/5 5W/ 1 0, OW11 I & 7W/ I I - -WITORS Lot CONC�Klf SEE SC-LD'a - SPAI a & 2 - E, TPDCC Itia SUTI>" 0. IIEM to & I � - - " .CA j& ELEVATION N T S t,-., W., rAp 2 e?, � 00� OtEk.04" -1 *Cu -,VY] 16 - _-j'VVW, ___ I_L� - ` - __ , . � __ - 7W i� 1 I W � __ -, __ _ - - -7 -\. __ - ./ . ,�._ �=% ..-- __ - _., ,��/ - ,/4, , -.1 -1 _1 I "N CAP '"T, , ,,,%%II4 t F I , , J--� ..4� . �� ... � ,` V - `�? ,j) 11A,L - L 4 i. 04 fLICARIDA SUM.DiNs CODE (Milt, Votaull Hur ica,V; Zoo*)! I - Z i � .2= WIMP. ft N QW CALVANIZED STEEL STOW PANEL '0 1 : tic 44167 ` ' 1 DWI- 111, I . : R, , -_ _*j I _' ______ - .U_Q!�N -&mffi *' , �. - , 124/20" - � I __%r_&___AP!I� ' �' GLOUL PROTECTION MOUCTS. 11A.C. " mn , _ " t I % - ATE .1, 7"I ' I I _Q' , , I , 11LIECOrMc 't, 4602 L* At, STNW - - 1�' , , I S 0.% �UR(V* , -, ;, �or nViNe a tixi;a5m- Liw� IT. 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I- ,tO - ;..+,, it,"' Il � w.k_1`A_T"A,1�1E �_ I t`110 . ,-- , � im i -,� � -,- ... . r . r ________.__ __ ____._.___.___-__-- - - - ___._ _ �'.,:�� A - Irn 1 5�_ ide I ___ i � . i - A AT 1, INSTALLAIlgh . -DETAILS FOR REgULAR- PANEL T`f 1TNTQ_P9YREQ CONCRETE _9R__CQKRETE,_&QCK 3TRM�C� F��S�Ttw, KMARED cow,Iki CK*71W, PTD�_*i CONCRETE OR cowmm mm", OR fOWRETE BOOK I .", v, �!'� At,, � REOUIREO .;L,Kcpz-E AK�K)Rs � "DIKRIFITT: ANC-10n , I � � , (SIEE $cA`IfD-_xF ON ,� 'A : - �Sv SCKDME ON A IT - F)rIO11411 POURED SKE- 9 7T-IRGI.r.- � I (2,� "4"�ls 9 'NAvuci,i TO 'T� - (,; � I , , , I _ 00111�1_1", 00 ; I I I I I I CONICAROT .o1A (jj 111.'I�t' �_� /2, i ��7 1)�' , RF00REV I_ I � I 1 ,/2- � Ip - �� T TAX- ,� 4� =� , - - , j ____ A� CWACC ANCOOPS " 11, E/4* OC - "It - - I ___ F __ A VIM i ; - . : ; 1 l r (13n �HEDJLI, ON - 1 _111,7 - " , ITT : i To I S-Em N rp� to, I I - ; � .2 " i � I , I I r I- 1 , - r � � � Fw. � i I i__ I , , �, ; i � � ��- �1 TT � =;z I - ; � , I - , h,�, (,� " L �rC �', I . -rf, r-'--- I I - 7 6� ,z I I , 4 I, � I I-, , ,: I� ; I_ III I � - -, - � 4 , I , I - 11 � A . , � ; A e , � ,--- . 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Tj is, I i � , � � I I , - E -, - - i`)r NITO StAn MAX �, I I * - �, : 11 � .� � i . # I ./..cc ; � � 0 4 1 4 1 � t k � I I - E �, I _�_k_ r I f � Q It 0. . . � ; el -,-. I i I __ - j _'� __ � 1-1 _. - A . F KcAtReD I i 4 1 I., I 4 45A , . I I " rx"Him, 7 I ,_� - � e '_iII4�ASLQ ,1-4�_zz��-. CONCRI-ITT C�m - I 4 I? IIV 'r I r - , � "it's - 1 4��__7 1 .I ,'.. CIANOWE BLOCK i - . k, Cl)hcft TE ANCIORS ,��4 L � `..Ni ON �`i cm REC,PRED, -, I � � I I � _T, __ , ,_ "" . I: &L " A? .0 .1 (Sff Sc-ww (IN t _il i I -, : [ fo i I ', I-- 9 �_ �, I __ 10 Vtl� ft� U*M 9 -1-fludo. - 11 ; � F - I. ,,W - +___T_ 10, iL_ I W/MONF.7 AiNi Ii-1 � -ER"'Tt ! ri - SUT A CALK - ft APV_`�.11!5, A I �- Y' J1 LOC.T10A, : I I t 4., ARE V$�ED lZaarliC, "M'N'; MJWD r`-4`O"IEn - FARELA'Alt1l; , ON OONCIN7E fLi N;'1Rb.Tt 'tiNCR-If IrvT171Ac; TPCIPAiRED CIDII IONC-EIF WWFI.ORS ARE USED W,EQ"4iIEOr AK4,'Ar'. Q* cowit-l"s ULOC. ki iTSEE ',Ci4[LNILf C_ sTk*MD OF,, STUD �UT 5,_�tITILINIF 01 S"= 91 '1A`fk`Iu1_- Igi ss,u"Ts 9 TkK,Ix" W 8!)ILQ-OUI MOUNTING WALL MOUK[t��ECT MOUNT wl I'Mr, 5 � AL010 I 7_01PA-141 !ICA�a- T/B.I, 15-141 31"a-1, wAuE va-E, tit,"IM."NA, k ,",� g A _ tr � k , �;;`�, e ,;;�; 1, ., - - , 4'j� ".. 9NIGENS, `.!'� , , ""' *' , FLORIDA BUILDINO COUIE (No" High Veli Hurricore Zone � -t .� ` '� �� mxw� - - -1 ;: .1 io, 44167 � � 2. GAGE GALVANIZED STEEL STORM PANEL ' = . __ bgwm IT, = * ! : - . I I :I : * .___ --- WIT _FvA_cQ9JaN&i -QF-SECEQNS � __ .*z- - - -, - _ , wilmllumv, - Tt a_ ::��tt,iqliFT __ I c \ MORAL PROTECTION PRODUC , LLC. ,, , , - � E�D, - EDGE 01 _r -!�',, rSTATFO' _1' -- " 111LIECO.. TS , �1_ SCH TOP ar WyTom VOLINTOW115 CAN i]r _� ""I.T,� , ... , - f- �� 1ji "" S. 11 stwv . �� , 1� ��;� "t , n'ST104 & eviewc4l'" ca_��' 0-w AI in't, , 5-EEI-I C040.84,�D :N AW 'WAY TO $V,I- ANY " 11RIO, ."Al 1 - I , " . - - , , - A - -I—, _ -F - f��___ INSTALLiTtON, .. '. � ,Z,N ,;r,X,,WAtr-d_ .= ITMIXi - (MM.I.- _yA ("4`.)___ 210-175 ____ � Eat,K%lT - 71 " " ... M.---�-;�C- A,,;�TDATFL AWN r'-OD"". !!�. I - i - j __; - - -i n. A "ud A. - - -, Fm .! I 4'�, - - � - I. . __ --------,-�---�---.��-��.".,�--, 111111"P . - Flotilo! �K . ! � � INUALWID-N-A -T—Ala-f Q_R_,RE0_1LAR.,.F_AN_EL1J_1 -'xt- Twmj CYL11*04 NOW - . knRRAC ain " , - . LOCATICIN BEANI ki:T"X14" STRUCTLIAKIL ADIECKIACIT OF LX�SMNC WOOD I I SEW TO EII CCIXTIIIE� BY - _-�� __ Ec. � - - RtSWETREO V144i OR A - � 10 for AAC"Tr1cl PRIOR -.0 S.-MER L -�STALLAJ,O� 1 . - - waa 1) AWHORS ALTERNAi WOW ANC40PS , %cA`w1kjF ON - r� ___ __r_i i I � - I' kk� - � 4%11 lo tiMIt. NIAC �scz 9-i-mi stliiTtl I I � ON OUE SHCEI ?1) ,s, �],,_" � r, - ". i: , -0-co- pluv q. xft- 0 - �_ lo/.1-20II, &A �z k, - 11 4 ltr I - m -T 1 ,7/4- X. WOW REAb(R � �, � i : � 1, � F � I - 1 __ _ I _,T�___ 1.2- I I� "12. !X� .. I/, A ,* I __? _�_t -1 REOLKIREO 1 - I 54",- I I _47' , � � . l ,;"Ii r �, ,F 'AL " I i ., I I I I I � P - I I - T`_mA,, 1, _� __ - � - ; i ; - "AN � I I 4r 6 I 14' .� I . I W<)OD AwNion I I A 4 I 2 �, I I I , I (W sc-coutz 06 . U4, i - t I 1 5'al 11) T . . L 1, - I : 3 $1 ! I- NT I"- I , 1, __ -, - -I _ 1C, � � -1 Irs", , 0, : � � I I -.4OHODUILE % I ! ON "Al .1) I I .w.- w r's _0 . 1 V1A!_1A&; - , 1 I, T m wpwATION 70 i;,Ass .1 I T ; � 1, � ',/V' �" ", I � . � Lr I r I _T I I I'm Fm W�_ r ii,; soxii ow "LET 3) II i %. WAX I , A�t � 04"'k. U%�,l j I I . � ,Lw- ." "i - . I" F I � I ` I. , ii , , I I � ,�q . t -01, ISITT Srj4c1IvLr I (w Im - I ! # I , , � � I I . ( Am 111 SEL wsc.MuLf DN swrT 3) - - _1� I -= I I , 1 i � I - I 0 1 f ; ; 0 � - : �, � I I It I I I I � I , I � wx 11 11 I I I l;!L. & 0 . �� 'i ,,,� I I I - T L11 : L I I - -5, Or ILI MAX 7_1T_ . i � _., MAX , 1 I I ,4 � I I I I ; 1 , A I 0 1, I"?- Oc I I !", I , . ! - �� 1' - I ill , I _;;i� I le i I,, s"I No F,N;�"j Atli f I -, � I �� _j I � . I Ell: _� = - . � I __ f, f I I/C.-VTil 'Ar IV &XII IL A, * 4 ,/.. Qc I , . - I j ii- , -- � - ;r's- *,,"v Z%A' %I[xw "TIT � � - - YCK QEDUIRLt laciOxATA) I - k vorp, ANICIWOR, *01-0 AND-Ci - I Ieu 15cXtE()u_E 04 I�ll:_, 5--ir"E"w" ON I _111� - - � i SiEC7 �I) S�v li� 4 I i I S. "IT � I _.. 1 I � " . SVIES� N1,TTc_1.0R Jum2mij&&.,QC L;1�1�11� I ANST*L LATIOXI Alf 0% I Of, IL! r0P MAk A _- L ' DESIGN Fli RATING ,r,r,_5.r, WIND PA,NiiL aN�JHS CLAIDNED IN ANI Vi TO SITNT1 0,1i &S Pr-R SCkEOVILES ON SHEV 3 , WIN A7KJI4 2 Fii. W-W WOOD fi CcTWRJc1v0iN: wono I MEMBER$ TO BE SOUTHERN PINE No 2, A/ SPECIFIC GENSTrY OF 0.!6 OR EQUAL- - I. � I I I aulu-Qui MONTING ALTERHATLYE-e tom. ""'hu SCALE 3/8- t - e, 0 z Tke's" , , 4rl .... .. �� /?E , ei w,,3CEjv `-� (/ � . se �,:fx � , 1, .- % t A, � : NO. 44167 '. - -q T. V. - , , , - - wt, F 1A , - "'7 �q� e -, "'Wo """, - , ir;�'. 1,� e, " '10 �_ - W J�te - pv`_;;_;_f _ - . , , , , , 1E C 0 le"'Ti I � � 'J� -� �� A � - , 0 � i Inc TILUT Tzrom a 114-mirl"m com"A � __ , A N', .III.i I. A? , A. ,l . ----A. � I I=- Pute - "m - ow . � I., — �;_;Z��,-W;;;,_ _-Z� � _0i _TXF . 7,11. I.' p t 91UILDNG CODE (NI nh V*1"$!j Hu-Lotone Zara 24 CAGE GALVANIZED STEEL STORM PAWL I IF I INWAIN & ___4__ MAL PROTECTION PRODUCTS. LLC. ON �... V .BKF P.-C r. 114'. NI,w �.,I,Mbli fAx few)"04m � f7m/w" "I — 20-1115 - "__ - 7__1 �� i I _--J� — , TIT �- � I I � -6-1 a) a) c- cn -0 —cu > a) -I.-- 2 c- f =3 'to Ld) a) C:)-: I = 0 (D a_ m 0 -a L_ 0- = . — cm _p" 0 a) -I.-. w a) -6-0 C =3 M -cu ` Fn- (D -0 0 -0 -= .to = 2 -2 — w = m 0 u_ — CIO 0 = M ,I— 0 M > . D -0 0 cn (D L_ CD 40 L_ 0_ — c- cn m 140- Co -0--i c- � - -0 c . — cn < a 4 z , z w mi c/) ��i " a) 10, (1) = -4-0 +__0 U) =3 cu > 0 L- I C/) CDL a_ < a) -4-i L) c: =3 -0 m 0 L_ 0- 0 a) m " c/) cu " cn =3 Lu 2 < z 1 z < I I _j 0- SHEET NO. SH 1 .3. END CLOSURES QETA[L5 FOR INSTALLATION IN POURED CONCRETE, ,qQNCBETE ,QLQCK..__Q_R �LOQD STRUCTURE5. VALID, FAR -REGULAR.-LIFE SAEEIY -kj--Z--HMD --- SIQRM-PANEL J..i $YSTEM ` I I , I l C1 ) ,t4 o �- POURET :DKI%�_ , .M,i 5 I t -S. -1 ,I 1' - �_k & I 0 011l"CRl 11,11CI, 0oI W .Dat ;�*ANE wc�c � I I . � I12. 1 AGNARE awn-4-t- cc__�� Rcc.,Oq 2'.., AlOW 1KIAA I ,.I POURED Cow4m, , I - ,.#_ M. ,..,,,� ; `0, REQUIRED � cow" kbcF *24 I � I- .". ow - . , FRmc PnO,now 0 ,2, GC " - " 1 &�(* - 4 . .,E"m 11 It � �1 I I ..: , I ! i - - .. -_ - I I : . ..... 1.71 . . " �-� IINLL ;. � A�,.- , I ; ;. 9 12 CC J� . I -: 7kruf: at, _-, r,,: �N, -11 1 1 I— I � IIAPIFS -1 � I : ; ': : I! - t I . I 5 u- qL?I, L <IX . I ", " - -7-7--,-.v —n-IL- - . 'Aw GLE OP l ow, !105 �1!,A 4.0 Ij I . 41. Rer P17 I I , i;Ew , "I 01 I 2 ., - 1 , - I I , 11, - I .1XI-Te .1,,,, ,i ,,,,/�, I, � , , @ " T 4% to, �L. Aoll , i;�` "' - - - __P_ -1 - - - - - _ .�. 11.11, - 111. �Ifi I/,- ock ,* I C I cly, 1 V_ rAp , I .- I ! 0 12 ot !105-1. 0. 60,13-ts 1> lov(4oe,1 '..M N_ AW11 CASE A (PLAN) CASE B (PLAWLA S,Ai,t ,/&-, lc&= -/1-' IC-14E I " - I.,,, 'A`L` -_ OlIERLAP fir"O" OPEN't 'WROTH, - POURED COloc". Volcym - of" CIP 21"' NOW IRAME REOPUMIED � I l I - - D C, wshct - I � , , . . I , I . , I r CASE L MAN) SCALL 1/4'. I' %I"' " ! I - .ALE,},- . ",, I ", "` ._Ul " , ,.1-ccR 0 12' , , - __ I - I ! I'll _-, . - /,//"--"II �_. , 1mr3 , 1, : I I 11 �AP j . _ I � I __ __ :i - , - - � -R..R`_[- - III C IT � III l,. ,A "'.., .00c 1-,�IANR, 010-T, � QA$E Q (PLAN �cll_I 1". - . ff 0 swig-Sel o uv EIR ELIC P-1 -'I _ t t-- - ,: ! 3 ,,�O ,,� .3 Ck, ff -a'Am apIcII-E. ivl_^ "PI, 11 If." 10 Alto Im"cla- O'bo, wr , ,kw_�lj ."S Iw , 10 cool' - PIMAK _ .ARWS I -4 I 11 - ,A q) & Op 2' -, dlour, As Q, OFEN"": V141AA.L ON S-ELIF a I "m III 'Audi. '11:06RIEP APPol-CMIJ is a Ill 2'Fol' 10030 r ... ,p . . I -----A— , : z I - : - - - - _ __7-_JdI-', - - ____ - � 11- (- Z) -I I 1, - / . 1'� ,- , I'Awts 1, I -(P , , T / � " I . 1 I w, It/ .w_,lvft:) 'tol . ` 5 ul:F, I I . PEMI PJIT P,MCEN PARAIIII - - .." Pail" CA,, r-0 PlIlIlClo *1......... - .1 - - .. - - 1 " !,_.! , - --f,w. I ) � , , I , v I I. I � � __ I - - - - - - - - j ... ... . QAa" (PLAN) ,'-x " NOX!, FddII[VdCIdR`Q"F`.r I, . . . 004 ft,., 4��, C,p, A ik - *, 4 1'. V% O.. SCA,- 1!4,.I, Ill ;0. _ 0 v 11 10, -E,-." 11� . !�*.__ I,loc Ns --. �q " . , . I VA.1r, F,)P CMIIE�-T LIPOLIN-1 iNiS1A.jA7lL)VQ O�T- A . 'r I s s � : No, 44167 .. z CfIr!1:tC, PAJ.F� -M,-A"'Oh, AT WALLS W/ $aIRF`ACE XWL M'"ITY'NS IVITNN 3,14. dr . 7 : OF : to, i FLORIDA BUILDING CODE (kom NIT Vslo6ly H.rricans Z,Indf CASE I _{ � - - __ . - S -p - I . - �..,-*4:� --,. ter"' � - IXTIM NK: � 24 GAGE GALVANIZED STEEL STORM PANEL I � IF, [ ewal cy V�Aa J�'A'�J' I - _ � � ____ - __ - . ; - _,�__._�, / " I'll ,,, 11LIE C O... dGLOBAL PROTECTION PRODUCTS. LLC.1 "'I""'"' AIR, � , , - ""44-1 -1 . - _u� . , n,UJT "Tt"AKI a � WAIF. - - I- ITIREV, � I - - - Ildw-ji I! Ol , in - -175 1 20 I- -Z-almoo-FI. , "'o'd, i-),- - If t�jmtl - I __ , I __ I 11 .". - = .-__.—i - LMz1ad, �=— - "-E, 111 I,i� ____ ______ MAXIMUM A.S._ DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM -ANCHOR SPACING KNEDULE FOR REGULAR STORM PANEL .1, INSTALLATIQNS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL (:�)INS-TALLATIGINS AS PER ALTERNATIVES I THP.0 4W, ON SHEETS 6 & 7) wo". ALS D MAXIMUM ANCHORS SPACING FOR LO - AS SHOPIN ON SNEETS 5 A ? AP1tK_10_f WAAjUM D1_wN "0To",_ ,-AKE L wevi T I tc %" ANUMA PNM0 PRM qI IO ... PIMSUNE oilhC cO.8%n" 2". L_IT.* I) 1 _1 I T.Im � __ _5Lm-0 13- :.3'F," n- '- - 1 I- _ o %.o � (-C�1i.,. It l") ---- ". ,I. " - - . - IS'_ ,I o_1 ) I* 1W")) m, i s 2. -- - '-3" 1 mi/. WcI �Le ,; ��'i'/T.- "2 wElw. - : -_e;_--l. . 00 - I--- ". -, I Sr iqodrod) 1 - AY -2 _._ ,3. 13, FLo'ij. .0. -A! ,3. 3 !3. 15. l!_ _4W (Bang., CA ins 13' - - ,3, - . ,3, ---. - 13* - 9 In` - Ilk I Tcp) - __ " . 11 i� 13' - - I- . M(PCI�) - ---i I 6 ! - _,' , 6 /7" - ��, �'. I _ - a 1/2, s 1,12, 2W IIOPI . ��' - - - __ -_ 0 1/4- _______ ,2 112* C ,/" 7W Ij6ii .-I � >I'-D- V - _ - 1 -__ - , . � A- , 6 11 li. - .6. I - - 72 ` - -- -i; - - - - - �11:p� ,41-4' _ _4 � - 4 1 �". � . A 1/2* I 7. - ,to Morw , - -9 ,a- _ I -_ - " � - - ,:�' , --- - I I* �Top) . � �c 7�r - I - ----- -_ I 1i; - - --• - 13 1 . 1 ,3. - ____ 1 i3, - - - - e .12, - - � ... _.W (901POR11 II SEE TABLE #1 FOR WLX A,S.O. DESIGN LOADS & MAX- PANEL LENGTHS WHEN SPACER §-A IS I I I USED. CORRESPONDING ONLY TO ALTERNATE 2V( ON SHEET 6 14v AS D mk,awm ANcFvOsm SPACING FOR CO. - As S40"N ON SHEM & Ar 7 — APPLICAli-o' It, IlUlul"llm, "sLw o'Ru""A A`T"II"Tw 1 PANES lr!1�7p _T ! _T PAT I. Al � 'ELMATE LAr So" PANELMATIC � WOOD Elous"NoG A,&or_ I . e7c ) : 1`1311ALE ID I I PLUs � i � OF _E , %` , I ": 13* ------- Ti v. 6 1 6 1/2' '12- , I -�' �, , _ � c q2- �� -14 I'M - - - ' -- "'-- --- - - - "' - _ . 6 1 �4_ ' ' ' ' '--- i 2 , /." - 6 I ,,A' ---- 2v MITI •I� 5 -0, - � � I ,, �1' ! R * O� 31 (TIrI kEss _2. I I7� '. I 6 . � IS` .. . 3wi;Diioi� . - - I!, I IV 'j, I I I- ', I)' - - 0 VLF) >.A5. -45 - - 1 3' i 13, i lj' � : , _'.. 0, (10071.� T' -75. -75 ". - - I 13, 1 ,3 . 13' 'c' 11, (,�) - H 3, I 13' 3- i � 6 I/.- " - A ,?," _ , . , I - " : - - - Is 1 -I' , , � I , ': _feolcv) -.1 - - `To'� - . - -.6_'/a" - - - : :/4 14? 11 ,�- " �,/, - - - "' ow, 1z I ", - . . - I - . , i2. . - 1: 11 71, 5. 51- 5� ,_AY- - - P: - Ti (Ricollical � � - - 1,3 � 12' 1 !j* , -t!* '3" °l 112" 411TOP) I --- � - I I 31-- 1 ,3- ". ic I - - ISEE TABLE III FOR MAX A,S,D. DESIGN LWS & VAl PAWL LENGPIS WHEN S ER �j " JISED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 IF FAC � IS I TA&E d I a A.S.O. DES" LOAD M101MIUM PANEL LENGTH _ 40 PS-9 OR LESS 6'-e' > 40 PSF TO 50 PSF 6'-2' 1 > 50 PV TO 60 PST S'. -, 0 - . A MAXANEL LENGTHS ARE ONLY VALID FOR WSTA11ATIONS W/' FIVAEL MATE FEMALE lr) OR PANI:L MATE PLUS 1/2' 0-C ,e!:�� A: - T I46,, N_,�* ze4je ',,�ZENS `-.- "S . - . z z : N = . = * : . `_1 -c --, _10''. 'If's . S' 1Ir 11. F,ORM_ RUILDil CODE (food. H,.h VAI.citt, H.1,i. Z.-Ii — ' � ' . s . i - '_ - . 1 24 GAGE GALVANVED STEEL STORM PANEL j I, 1 .�_ O, I [4067 il � -: "IV ,-, � -� - - Alf OF � -�w__ —.." � IECO - - - I GLOBAL PROTECTION PRODUCTS. LLC. I if,�vjwIrlv ,� , . - . 0140, -��?Fll _,Llerr I DAM, w Y, " . .. - - r= 916� n-3-V I 9%,"W", =_ __ . . L / � , II4 1 , r ol. e .,--..,_.�..- - _ I. L"Al -=71- ;� _kw Y. PE I I.I.I. Iw�00-IO"'o 1. 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I I � I c L- A I" I - I" I : - ' j ) I,'; I f � I . ; Ii. , I t � 'j, [ I I . - I I I L 6, EIVIVING POURED E U.' : : I D'STINO PWRE-1 - - * I A I IF -ow I -wil OR I 1��, - WNCRET! OR 4 ; 4 COWRICIL O,X- I � � I �r 1�14 � _-, , 1 14, avr" CONC*rr FIN'- R*OORM � " , 4 6 fflonrD.l, noutmEr, .... I r � .� iw, I ol 0-11 � . i � 11 L)7:-- l I � 7 ,, — r. I I I � I 1� 1 1 i 11 f I .. I 1/4'# PMEIWTE PLijs I -am 114'. PAKE1,01AIL I = " : SECT19b 9-38 w -,On " Q I/ 0 REG" PANELS ,w-mop Lmr.o,c-) 0 LIFE SAFETY PANEL Is FOR -ORS Im , D, WALL MOUNTINGS VALE 3/6-,' SHEETS a Aw INSINUAIIIIIII!, Sol RIM "t%K OJLDN" k.WWN AND" SPACOM AW looll0lolIV EWE DMAMICE Aft WIREA10 ON VMS SC4W-L 10% ED LESS T� NUIGUIVE) EN Se"ILRUILE REDUCE t1left SPIC144 #`, WILTIFILIVIC V= *law ON SCADI-E FT 1K raLLOOM "AcTon Too 1,41111 OFERK7,011PI m OR possixf, "voup &AoC*dC 01WENRID �,Iwodoc 'ACTOR � mJ1 BE LEM Tj4w folood"U"o sproclood; lmr�:D FOP �" '04,401, r+PE ON T.6 3CWTLA1. I Ama"m rim 1/.*. UNEDO 1/4", plodolludom doodwam, Nood" wdomw (olia I I i - - ... ow- 1 �;j7 - 3 I _*_. [j"jF;;jWj �� ... - I I , - � - $9110111. aw ow form — I I'll, — __ an 0.1 n_� � qOP 51 1 I 3 , 0' I - � I FLORID - A BUILDING CODE �mgn High V91II H.-icon. Z0.4 . . * � . I - * . * iI� . t -2011 `11EM M r I : .24 GAGE CA VA STEEL STORM PANEL i etl III, . ., . � , . ��, ��•- 01. . ., r , ___ �- E I r_�>_, _ I , �__:; - . ,�, 1� , - IF ". /I � LIECOINC . ------- . - �GLOBAL PROTECTION PRODUCTS. LLC.1 R"'a" . I ,e OR10 ,- - OR10 ., - . ... , I LATT i - . - � N'1, I �i _� � /_��Xlf�l I 6 v Fled, 1. tI II� � "w" Ttv"" a viommic"i. �~_ i I Koll - IF IdI,_ _=IN PARE r _&Ilil. 20-175 - - " — "*� Ill"'t' - """," I ,, " I )tdol I- ,��,w '71, 1 . "I amjk��Foo — I I wAo4`;Io`lAt"RI / CA n .-=-,.- -TER A� w 1. .1- - - 4. M�m_ I 1� _�A%F,le: - . - �11_ 4 I 1 P7 IF v ,a _11__� , 1 ,�. Islow MAl A-5,,Q:_=PE.5J9H. 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PIS St.looltoUlf ICIP E.D. � M TIIAS oloc,Inv DR V-MLLE RTD�t AACI,I�- VOCNIG & VA%,-ltV-& VO4M INOW. �A ��IIFAJ: BY 49 ODUDIrka 1ACKEIRS 104 THIS OKFATKIN V) W '"S*t REZU= SC#1� 0KAA*1, l.-I FACTOR $w. w K LISS I- .60"I'm SPAE.04 "KAWW MR LACI'I 01c," - � I�ft SC14DUA ! AIRIMCIR TIVE I/.*. It.*. "... - 1/4*. 114'. I /1'. — Im",cl-w -MbA* "'NEIN"R !txlId&joI cAU — i .AN" .w*" wvcm I.) 7 - .1 - _ l, 3 2 ,lr . -/) - - - r- - � Allommum Al" ot)memm I.) I I .T�27 r 3 ,` -/I, I r ___ - ' I ____ - - - ___- - ___;2_ .to ddUV "A DRINK"v. I ) I , - - xrjt on affmom .�[_D I FACTOR' I '/2. ,I_14 � - - - - . old ,Lu r ,�' , , - -. I w "ood 'CO . - � ,rr . . I .. SPAC2,CS ONLY VALID =gL5 IS USED. �SEE 011 I I FOR kAX kS.D. I ,TjW OF -SIGN LOADS & MAX _ IS USED. I JAILLAI a . A,&D. DES" LOAD MAXIMUM p4ha LENM 40 PSF DR LESS 6,-6* > 40 PSF TO, 50 PSI 6'-2' > 50 PSF TO 60 PST 1 S.-IO. A NIAX. PANEL LENGTHS ARC OhK,Y VALID FOR INSTALLATIONS W/ SOLOC SET ANCI4ORS & W/ eA SPACER AT 12 1/2- O.0 FLORIDA BUIRLDINIG CODE (Mon N!Z velac4ty W carts Zone I Ne -Im Tol"Em 24 GAGE GALVANIZED STEEL STORM PANEL I.P. 00m. w 11LIECOm, \ GLOBAL PROTECTION PRODUCTS. U.C. W/"/M _. ./ .on Sr 61 lo"CIT I-im 190-m a ciammumm avir-Aw .. - im.mZ ollosol — . Sol UNdd_ - - . ,.Im-73-& -_.-_,.�- 20-175 =71_. commoodod; Iddo , - — - ANLIA . "LL17 1 P4 !--I ffm 1-- I 1 I , alow let .1 is �-,---------------------------""-----"-'-'-"--"'---"- ! '""" "---1-- INSTALLATION DE AILS—F-QELiJF-E-5AfEIK-±AHLL�-l1 ___ - � I � INTO POURED CONCRETE OR CONCREJE BLQQK STRUCTURES I !/.-. T __ ON PrSTv.G MuqM- 1/6"id TAPICON EOMI ", FOOLED I'd,* !ApCOm rxsrm K�uam 1/4-0 TAPCON EXIST04 POURED � �_-ulldl 9, OC CONCRETE OR JUK-HUP 0 S' OC. L�Ol"CRETE OR W-HOR 0 9' 0 c _ CONCRETE 04 ANCHOR 0 S' O-C clotICRIFIE OR I I CONCRETE BLOCK. �'-j LIOI�CRETE BLOCK ; CONCRETE BLOCK -11 : COkICRIFTF NIXX I : RLDLARE0 � REWRE) � �� 1-{: REQUIMIED . , : ; REQUIRED * , I I I I I I � 2, � I �2, I 11 . L2, I 1� 1 11,9. � I f__ I `('� - _"�� - I - , A r i... l, � f-I=I ol - - - f 1 �� 7 1/2* , . In' 1/4 . 91= , "I , ,,�2, i /4� -si- -;�7, . " /.- I I E P. i j-1) f�,, :;;' - __ -1 , , ! I , I E.D. j ="I MAX 11 __j , I � i I � I � = ROX 7�,L � I - It I , I I I I , � EDRI _A��7' - �, - �Iw I- , I � . : [ I , : IL. I ; I I , I I L , � �,��/__I. : - J !I I 1. IMF, : " - f- :: I I I i 11 � .,,,� -, 4 11 : 11 *-=SEPARATION t ; � : 11 ,L, -�.-.' R43 Elos-nw-s 'O rAASS I - rLASS 0 1 1 v-��p � 0 - ��, :! r.XFSTIWI ` �' � I ; " - .11,q- WARAIVION , , j 1 t , ,�..z I I I . dl;�,o 10 ol-Asm ! I ','Z-:�- TAASS �11 � I 0 tr I . flat 'ex 4,411 , w 't . . . . . .. . . � I ;LASS I I Aw R. P.16 0 if ,. � , .Z�p It - � ,� fl 1 1 ,Dcal aduo ll 0 � I I -- , �.-- ; I Tar) to � - � I K � 1 I ; It 4 If ! wj 4 ffll� i I I I I �I 1� I � i I , — J I � � , 1 '.. '� � I !. � .,. . .. I . I 11 11 I I i . 11� 'L MAX 11 I ,I .1 I I P"OL LENGIol , 6' PW_L ENC�l I I .1 � PANEL -EW.IH : ,, � � 6' -1 U�NGVII 'E � - ,I / (SkE Eavol CM SHEET 17) 4 ,I I I I !SEE .-LCYArl* I 'ON !x�,tr- 'v 4i if ,,` 1 . , 'SaS1_11,vAJIDN C. .1EF7 121 of 01 " I I IFAI XV0,11. ON SMIXT 121 ; I 0. I I I ,- I ! I I 4 4 I- Mn I � 11 a I � I - : Jr- SEPARATION : — -1 I I 0 1 1 Jr-�EPARAIJ011 I 11 . I 11 I G "ASS : ! . I � to To CI ASS. : ; a - I " ; I I l, i i I � ; , 3 - ll' I " I I I , , 11 � "ji) ,I- � " : � c D"I i # I , ( � . I I - -1 fo E.0- � I 1) � I -�, : ,i LOO : I � I -1 ED- � I I , I I i I � i � - I* a Ill ': .. I - I I of � I I vv = - I i I I �::, I : �. I I ( I I � ! I M J�. I I -C 1* - , . EO ' I 7 I-— - - I . El I - � . - - i -/,- " . I I I � , := I - - to . , - .� . �'X' .I _.� -, ", -1, . �.,' - . - I, I �%,., 1. , - -,-, 2 � Wl I 0 .1 4 I - � � . -, "T., i , m , � �/' - 14' I 14) 4 I I , lli� , � � ,� � � - � 11� I /,o*0 TAKON _' I/ , 1 /4,0 1 AiACON - i �, . - I/ 4'0 INKO, AW-40N a 9* �_ c AtIc"Oof 0 9" GC AN -I'm a 9* o c Aodc>oop 0 a, a-, LX*r.4 PINJORM CVIWIGALTT OR POURED ccftclivE OP ( Al"w; POLARED CONC-ALIETE of EXISTING POURED COARC0,17TE OR � ISECTION I CrArWE BLOCK REOVAM R-1A 0 HMUNEL � - kOCx REOU'l 0 COWAIT BLOCK REOWCV 0 LfflClool SAFETY COKKVXTE BLOC- PIT-AARED "A PA14EL � I I WALL MOUNTINGS SCALE .Vs-,* -IRR�UIAR-RALS A".11111.110"'ti, WALL MOUNTINGS SCALE 3/3-l' � oe'�� A. NZI,",% ,_ _... ! $a S"m ." IS k 'a " ANCHORS __ ---. 41,11:141011 Tft -�,-= I A, SPACAM '09 IMALLATAONS Om .;Z: 3 - - -;- - - I�Alf .000 rwIK 9.LD11" KRI&F,J ANCIOR SPACINGS AID idlood" U-141 DKIMM AM POCITTZ ON TIPS ____ -I---- --- --- - - - """N" A"D'M "'N""" (-' ;:-_-.m,; - --i;;�r. I - 1 FOR F D LESS IMW INIRCAILD ScHmuLl. REDUCE Aw"Oft 9w,'A0 - woll Ill ,FAndF ,,N, pq - �_ - AMIRIL m 1111119m w rAcrQR 1 �z mxT`ft"-4 "Acwu b"WIN 0. 1• sr,A,X,a IV, *,.0 rotiowwa FACUTO-- , 1. 0. I),& OpmT" TO K "Im"I'L i_* ;`120CU SPAC-w DmA^m VOW ; T-n* %� w Be LESS r- I —,. SP.C`C INDIC.11ED FM E FW400 """'c 0-4 7.4 smDual � �14 - 1• oil I ./'*?�,:- -�i��-' e I _"S' I , ��, % r - No. 44167 -. s FLORIDA BUILDING CODE (Nor HISIT V*Ioc4y Hurricaris Zero. = A, .. . . I � � i. I . * I: lLXW ILFFM - 24 GAGE GALVANIZED STEEL STORM PANEL I I I. . STATE . z - — i AMFooll - . OF ,.* �, - - � 4��, - .. - I T...A(OR P_44-_____ 1 1 F \ ^ift&Aj n9w%Tr^1F1^u &DAINAWIllre lit'l 0/17/2"" I, - I I,- _> 1: Vol I,-, Wool , � 4 . . , ilar I L r. flow W IN c \ Freir" , vialmorivism codii,imil ... - K _ Vol, "..... � K u- - I-1 _ Al Lodd mm " "OILIEP A, Pol t It 3m - . � , I . 44M 5 .. 51 5TAW tol, tOW. •L =14 � "M-�5. 10 c�"-pal DITt - 20- I 75 - III - - 1 I � 6'r;� �, PE W.&ISX*lATUoT_1I1I . _ - ::�7� ._,WA.ft swu , Ed, I! - - &�TALLATION DETAILS _rbRjLFFP�R_EL -,L' - -'---'--- - INTO W0QQ 5TRUCTURES r- - -,- . WOOD KMER Ir--. 11, � REQUIRED � f- -- - --- 1/410 IAKON , � I , ANCHOR a S' a c. I : I I , , "'i � : __ _ � _-_t___Iaee�_� � i 1 " I ,/4* �_ , "I I , I. I , l � I WJ` I I i I . , I � Mn I I � I p, --- n=— - I-- I . 0 -, "I : l, .. I I , 1� I r � I i �.j - - . E.IS1w1_1" I I I ", CLASS I I I, / I, '. It I I iv; - - r "'Llar - Nola ; I - O" ,-In , L", it 1 * ..� ,,v 6 " I I 0 PANEL A -,-- a !_, I I (SEE ELLVATIO1, , I` IV - T - I , DIP S.tl- 42i . I' Ill 0 F '" I1_ -SEP nood -0 I I I 1. ! I-(_i,� 0 GLASS I I - I I 1 I 12 1 - - i - 1 4, 1 eG ; � I 0 I 1, t 96 a I/f cc � � _ --'T- � 1 2'14* WQOQ 4 � PLATE I . RiOUMED ... 1/4-0 PANELIIATE PLUS ! I ANCADA 0 12 t/r 0 r ; I SAW LOP W WALL MOUNTINGS; SCALE 3/8-1- 1 NSTAfi.A`l0N ARE O4I1,Y VALID r0r, MAX AS,V DESIGN PRESSURE RAT'IFIGS (V %J) AND ,'AN[,, LENGTHS AS PER ELEVATION ON SHEET 1Z 2. FOR NEW 0000 FRAIAAE CONSTRUCT" ViCI)ID WEL49ERS TO 91 SOLTHERIN PINE No 2. '.,/' S-KCIFIC DENSITY OF 0.55 OR EQUAL. WOOD IIE REQUIRED r -.-.-I-.--- e, 1.1co, I I . 1'. �= III 9, O.r I I , i. I , 'i � , - � 1 .'" 11_ — F 1/2. I /.- ,�P I- I um . ___71 I � , �, F 7, I i - � ; , : 1-I 1- '-I I I t ;"id-tolI,- ; ,,` . i 1, I-ol.mv 1111"!5'i of I I r— � , : I ,� � I 1 ' 'L- - L - - I 11 l ,• PANEL tEte". � cuk c10710" : 41 � 1 ON SHEET 12" I : - ___ - : 1 11 I, ti I - it N '. '" . ; - 11, 0- - -SE.ARA7;0,m I 'O GLASS - - -4 I , I . , ` , __ " , I Is , ; L�_ i if� I rp I I * , # . vr " ; I � � L�I i f a I i - I 1 . �, - - - - - - 1 r! ,-.4' WOOO . I Pi,ATE _� , I I � REOW173 I i � . I/._# WANfjAUV7T .LIS : . _ I : I i I _ AAICHOP 0 12 11-_' CLC ; ! ," ALTERNATIVE R- 9 LIFE SAFETY PANEL 4,i�. I ' ;�4N. ' I . * ." E111 - ."� I ,.A ,5�k , ... . 's , . r : - . , No. 44187 ". I * : * -wa * I a .-!k% STATE Of *..,*,:� 1 L r :,. 0,r; , 1`tORe_.e!t*_�_ - .., ,� ........ :� "e - - '11111Z, Is to N A t "i ��,, " ... 104 ... 0 PI SrN/w,,ArvAor,DdTE - - 02M RLREXC w - ' 24 GAGE GALVANIZED STEEL STORM IIAM Twar w- — L �EC 0 , me \ l � — FP I GLOBAL PROTECTION PRODUCTS, w a oomlergoo cc.wwf 'm 5�. 1� STWIS DWAL IL I" IF . w_ lodooRopf, FL I mg,d".- � ol�A��-. I- (.6.�� .`l J - — ---t I - toodloodod; N. JLR A TLU` A, - P1 !--I 4, solom -0 or ', 60_..gLk .L _67 I , I I I - I I � -6-0 a) a) cn —cu a) -6-0 0 E) 0 ,.+- = _0 I.- I i = cu , "-,a a- = IF — CD -1--a 0 I CD : W C =3 cu - M CO -CO ,I:) 0 0 M.Ilp 0 cl 1 c= -2 L__ = :. 0 4— L.L — m 0 i-1-0 Im %#.- 0 m > . — cn = a) cn 16- C:) - -6-0 -a cu .40- -ISO all. IIII— -0 .. = cn < cn,I, -4--& ". a) a) a) _= V+--# U) =3,�. cu > , , � 0 L_ U) CL CL < -4-0 0 c: -0 CIO 0 L_ 0- 0 a.) 0 " cf) cu " m =3 uj 2 < z z < I _j a - SHEET NO. S H 1.4 EZ 1 /18, EZ1W/18 ANC.10115 - - - _-.(SEE SECTION EZt 4 -ItE*"" 0, 5CP E21W 0-10F - - 31 Will - -, . '. hi - t . a 9 � l (SEE W-T 2; . f.1"lo 0 �__7, , � 5.`, - __ - - __._______ - __ ___ __ __ - ---e ; - - V111H END 'r�� -;T---.. - -II-1 I- . __.- .-...--, -.1 ..- ��' �� ---:!-_:t:::7:]; ,/lr". ,.l,,l ofin - - : __ __ .. .. t_:.. - - � -::- - -, I I � --- . - -, 4 � I" I I i'. � to 10, --7-- , -- -- 7 l " a -�- I 0 r .0 ? - j 0 'I ? , ? I : .� i. . . 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F-7 3I I 1, \j r_:3 ErililiGoNriEwill ExpReass PRODUCT EVALUATION REPORT September 15 2020 Application Number "Wil 1 - R2 EX Prel Number 2011543 Ptoduct Manufacturer All American ShuUerr and Glass Manulliwilure(Addhil 1540 Donna Road West Palm Beach FL 33409 Product Name & Oescapbon 24ga Galvanized Steel Storm Panels Large h1hisito Impact Resistard Scope of Evaluation: This Pfodtl Evaluation Report is being Issued in atr.ordaricto with the triliquire"Frel of the Flooda Department at Business and Pnolestannal Ragotabon tFicil Building Commalracti Rule Chapter 61G20, 3 005 F.A.0 limstalevinde acceptance pot Meth l(d) The Product noted above lies bell tested soldier evaluated as summarized herein to show compliance with " Randall Buld,rig Code Seventh Edition (2020) and is, for ft purpose intended, at least Equivalent to that requored by the Code Re-"aivattm of this product shall be required following p&Mn*ril Fitilkle Building Code froItifications or ,ev"Rws Substantiating Data: . PROQU.CT EVALUATION DOCUMLM . EY, drawing #20-31543 tiled -249a Galvanized Steel Storm Panels iHWZ It Nort-Hlill ,beets 1-5 prepared try Engmeerng Express Signed III sealed by Fran* Bernardo. P E is an m(egi W of [him Evaluation Report . TEST REPORTS Uniform static struchsal poifornaril nas been tested in accordance With TAS 202 test standards psi lost urporl(s) ORT-ASG 17-001 by Blackwater Testing Inc Large initial impact resistance and cyclic "Dri perforrmance has been tested In accc4dance with TAS 2DI and TAS 203 test standards per test (opol 08T-ASG 17-001 by Stackwaser Testri Inc . STRUCTURAL ENONEEIll CALCULAT110III13 Structural engineering carcuiations, have been prepared wholl evaluate the product based III comparative anct,or artional analysis to quaidir the tollowing design cotents I Matunturn Allowable Spans 2 lihnarel Airrie,anter Spant. 3 libraffiturt, Glass Sepivation 4 Anchor Spacing 16D SW 12" Avf,luf 5JITF I06, DISill Bil I'Loti 33442 (954) 354.0660 1 A866) 1146-9999 TF.m0EFtct4EfAtX*GEllP.Ess.co. Eortamfeiliurf,iritiIss iom j "o ,,�. H . dillegallailimxl-� - I - . -, � � ��'. �4-. - - - ":-.10P.- - � I.-. -. - " ., - tl -1 (&� N"Ic-ll -" I ;-I 'l,1� Xrl ." .'_�, .. _�- ,1ll � __ _R , x 14 t 1, Ill , ,T1_'n'l I, , I., ", RA I'`.', - rjl r ,#N _ I L�1_1,i't I ;, li 7 . � r , R, _. - I 1�il l , . - 0 � 11 , H 1- I ,I .,, . ii , W AIII l.j , Il. tl *-,,-! 11"; TF h 1,; , � " - .Gras � F_ � " 1.!�, - , P_*�, 1-1 - �t,1 T11 -�'I ,�`.I.' 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I �� - . � 11 I_�_ 175 , 0 f_71`141 [-;I I'll I- E: F_Iir'117�r Ilatze 2 Ill _' All Artil Shrill all 61as, - 2 Iga Gall, all ol SILO SUIT In Panels NO 33% increase in allowable stress has been used in the design of this product Separation Ill glazing r, no: oequired to lastal4altools Outside of wl zone 4 and eSwnf4 1301MOS Impact Resistance: Large impact Resistance lies been dennonstraled as evidenced In priviol listed test repol and m accounted lot in the tatigineilill d it of this prorlucl Wind Load Resistance This product has team designed to loons, Wind loads as ind,calfirl the spun schedulers) oc Inv respective Product Evaluation Occoril ji v firigmearing dining Installation Ttosptorlucl shall be intotallimi in strict compliance *An AS ias;wOwe Poll Evaluation Docurritiol it a angirtmeting drawing) along with all components noted thelioul Product components shall De of thealaterial Specified in that products respeolone Product Evaluation Document (I A engineering drawing) Limitations & Conditionr of Use: Use of this Product shall hear Fill accordance with the respective Prol Evallual*n Docarnew it e iltsnotehen"neetge �aAM rUipporling nosstructures shall be designer, r resist as sotperwripul loads and shall Do ol a material ItsieditillusfxodL,-[Srespective ariC�l.ors,1J1et34Ae Final structurecorAilions which are tiul accounted fix in this p4oducts, respective arichorsclieduto "it be designed for on astle-specilic basis by a registered professional engineer All ccisnporients, which are plutinamently installed shall he prolecled against contusion corrantrinatwo and LAW such damage at all times This product has been desugnad for use minor and outside the Hlgr, Velticl Hurric,ane Zone IHVH7j Respvctlblk I-vank Bennatl PL ENGthl RING EXPRESS` OTIrl i Ol ALl ,fW 160 SW I.' 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I 11-- - C,' , CIff,VPT ,IF (I �1� n:1 ��,IL.,Al - __.. ��_ . - _Z. .- �_; " ,� wn_� "'ll I ill ,I r�__I,I, , - - " - - - I r, � . I - - �F I .. , I , � - , : l Till 14- l -1 --- -1 m4ul , i '11 I I ALL AMERICAN SHUTTERS AND GLASS � MAXIMUM ALLOWABLE - - _ , ""j", � 'll I " ' - ' I Q_ I "i, - -, "" 1--_ - t� .." r,- I 7- - 1 2 a GALVANIZED STEEL STORM PANELS (HVHZ & NON-H`Vi DESIGN PRESSURES. _-\�,-N';,:�i ";'l \, __�'- � I - - - ------- - I ;;, ti�--Eu IN _-F�4-;N! I FO-iMULE5 i ,'�o mi DESIGN NOTES: 1_I? - -WE _4_FF -, Il l- ,il IfilAtl "IT51TIVEAWD '� OF��,R�NPRE--IIJRE3,,AL�-jLA;t[, I ", 11� �, � ,� FOP USE NVITHI_ SISTEM 54ALL 151� DU ERMINED PIP I 1, R.' T� - � All �KN, - `,EPAPATE 9:!AS Iiii NIS IN ACCC)d)A�_ 'A [T H THT Sn EIR Nilm P%ENT4;,N,l rcp w"'w. �,� lr�,_ � C el j � Pl FEE 7,1l � r� I 6L. e I 'A TW r- , 't coll . _H,[lPIc ,,�9 _��m IL:.':':', THAN *..�,x i I 1,R ., I, L, tl r`fl� tl�Cig IX THE FLCIRJDA EN.NLIVII'll CIX: 'T 5HJ,L1 llE ILL, 11 \ �r, �1 -j14, ICT.1 rWI1FTIvE Ill 111�Tl,l 1151CF, I >.- 6 .--- f- - -- --I---- Dl /-,-..,. 'fil",_ � � _ -APA,' - - MIll l AN, I I - - g, "CIF ' . � I PAI IJ F � L1 1, E -1 - @ I _! I � - - -, 71 - - A " ?,LPL�, I5SFm?t1 +ts SN"01 p .. I I 11 . I � e`� Fil lir']. 71L�TTNE) AL l ,�4 9 L _� " ,,., � ! � 1Y "I SIX LA �-S 0 r1ir �" I I a A N � j� _11F GENERAL NOTES: .11, -1 ll� - I � i 1* --Mr1_1,1;d,l qS,,_14 �.B_f, , i X r ii '2 i ! 1 1 1 THIS ll IrroN H�� -Efr IC,N:Ll L SH.I., tr 1`11XIl I, ; j . , I I . � . "R�Iil . , IF �cfi Ei'l C,30E , 7; 1 ,a '91 i"El"OZ11, g �, z il -� , Vi, - 1, i FLAN vic., HE',�!,TH El!t1l N ffl I -1 i- IF j1W,E -El clIMIDIE ,': 1-14l' Ini AND �IA Tl Pill C, C01ill S1l,11;rr`.(1T4(ATT � Ca I IE _� ,� iml . �_�_ - - . ____ TASl 21 1 �t,2 A tlk7 o Z I , � J AqVcuFjFCil l�.L,�tg-bl.l;.r-4P1C,CuDEAIIE*NCWErg WHT-_H,tA` - -, i , ; � l A LM I ontc�cArtfAlAsn��t��4t,-741�rD�t r1motilrit"I I I, .I � I tDCPN0rl SITE ,M'IFIC�E'Llol IFZ�INIXF 4C, , �,�f I ,,, �,- 1�3- I M ALL-'A',A(l t 71l ,41 1i VIAL, IN l 1 I * ,e � ; � I � .� Il 14 , fur AZi . ,V, rE1FPA l` THis sYstEr � I - I - , - - l THE +k-rl ll ,,F Iff, 7.i,[I PIP IH',' Hill � 5L,PfRs��.u,TuRfV,�lT�,1N4�cFlTI.!sr,-"oc�4N�"stos[I,A- ArEEsmt3il 0 - I i . I � � FI:,I, THE L,ITF�.Ryr, cr &" qVITCll L014�XKESTIC rl DESIGN W4CH . I � i � - " i�- _� , I - Sl,Ill C�FDIkA'T.Obl'HE��MI.-IN(��IATI."CR IM _11�1 I ! r ! � ��, ', 1fT0-�F.S1-jl e-�'-�IIIEERV1113,--�_Ivl 11; i I � _-� ? ��, "I ciliCl DeAlil LoAn r,!T_!IcTTl OR t1p,,N3 w.141i'l �i S HZITC� MC-1 I 11 � � - HFAfft., �Il CN&INEPI, �A AtTERIIATI Sil ',ALCOLATICN�A� A � '! t Me, 1� T,T,F Itj - - � 1, 11 , _,4 _��..' _ Fir" a, III91AFF. - - '5 TI l, Z l Il MIURFP IS �24 'IlL 4Tl1j D(le, hot l �Q ? 2 _ 1 'Z - Rt_�r"[l � I � I G � __ - + Ul""l-G, l ,`.incll 51,11. l 1 ccll.V� IVIII-1 uLl �Fi o0i �� I THE CC AJ�ENIIEOEW�INEBIOREF,C[Snl LU , 8 I ',��, - � ii lZ.;I,ii:1F`F1�Ff1IAl5 � E,_ I �', occ-1 ( - ". 11 ,-, or A7 I ____ , - ; I j 'I"o"? v' C-14II'll 11�1 •"is GCX�11111!11 � , I t. N I 6L OFSTGN TIMMillE5 NoTCE.IHERFIN Altftl - m,?JM-M '.,,,I,- rl-'\ TYPICAL VERTICAL MOUNT ELEVATION P = A Ill i i -. 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I 1 ll 4.1' IZ71 iz Y, Ir?. -0-1 & 25- 137 31 4.r 4 ii, 4D- - r 1. r 4 I,— 40' 1 6 rs- 1, Z r 4 V. il ANCHOR NOTES: I ANICHODR 5c.)HEDULF IMPLIES TO At.- PRCIDUCTS CERTIFIED HERE IN, 6UT C111,10 PANICIES, MAXIMUM A"90i AN-Fil 5PAl "MMUM ALLOWil 5FAN5,11,4D FF&55VF1E5 iflll)KATEL' 14 SPAN S01EVULE "LL APPLY I . ENITER AND40P SCHEDULE BASED ON PANEL FASTENER SPACiNG. INS F USTINIG STRUCTURE MATERIAL, hANCHOR TIE SEl DES%h LOAD clUFATER THAN CA EQUAL TO Wr.-n VE DESIGN LQAV ON SHLTTER AND c-FILK-T SPAN GREATER TKIIN OR EQUAL TO SKOl SPAN.StIE-C COIRWTiFXJTYK SiAl ON APPROPRIATE "XNTING 02NDIT[CRY (SEE MOUNTING DETA21.50N I 'PANE1 IIASTENIERS' ARE STUDS USED IN CMUNCrION WITH ALL MOUNTING ETERUSIONIS `-F'-TPAOC mTUDC,ED Aftl ETC I L611I 6 25 - 0 C PANEL FASTENER SKCING TABLE VAFt-It All AM'U'-HEACEFS(INCLUDif4GBUHDOtP-OM)MONS) 4 ANCHOP5SHALL eEINSTALLED INACXORDAW-EWNTH MANLJFACTUREPS'kECO"4ENn&TloNrI 5 HIOLUD'Ift Bl HOST STRUCTqNE SHALL CONPORM TO ASM C90 &-XK 6 MINIMUM B48FLO-Off SHALL OF AS NOTED IN ANCJH0A SCHEDULE 7 WANIMU4 FMBECOtEPa AND WU MITANCE EtCW DES STUCCO, PJVM. Ill A40 CITHIM AAU flu HE WALL FifUll SHALL BE LJMC1ZD TC ll MAX OR SHALL BE VERIFIED Oy OTHERS, 70 ADEQUATELY Mit,145PUFF LOADS TO Fill STRUCURE & CONCRETE AR004095 All HKETAI SHALL BE EMBEDDED TO UN -ClACkl LCINKSkETIF ONLY 9. WHERE ENTSTINCSTRUl IS WOOD MAKING, EXISTING CONAD1710l MAY VkW. FIELD <I!Ftlrf THAT rASTEPOERS APE INTO ACeQUAl WOOD FUMING MIENIBINS, RCIT PLIFIril FA-STENHOr-, TO PILYINCROD IS ACCEFrADU ONLY FOR SIDE CL05URE Pl ID, INHIERE AN"ORS FASTER TO NAJUU'.)h FACE Of STUD fRAMING, FASFISWIFISHALL BE LOCAIED IN CENT EP. OF NOMINAL 2. 4 4- 111614. t WOOD STUD (C' EDGE GMTANCIF 16 ACCEPTABLE HM WOOD FUMING) INCIOD STUD 94AU BE -SOUTHERN Ill 10 'S OIL GREATER DENSITY. LAG Sell SMALL FOVE ?Ill LLIPS PAR ME40 CR HEX HEhO. It REMOVABLE AeCHDA5ARE D"Alk-T P46NELMATE, ALL -FOV"l5 SCILID-Sal & BRA55 BUSHING 12 MACHINE 51- " Ell SHALL RAW ll MINIM " ENCIACEMENT 13F THill D5 I RTO THE BASE OWIIIGR AND MAY HAVE EITHER A Poll HEAD, TRUSS HEAD, CIR =0H1EA0F4(qSffiE*Al :MMI'LO Ill 13. MVCMUkiE"EDW"IANt)®GE CdSIANCEE'ACWDL�SSI It f,t Z WAILLP F , 14. = DEEIGNULTES AWNIA CIDNETIPIGNIS WHICH ii WT ACGjMAaLFdSF _ _ _ IS * Dual MOUN1-JNGU�MULTrJW-- LEI UWARLNTERPC"TION 15 NOT PERMITTED I USE %NTHTHn AnCi-Cilit 51.W[AA-ML15TIEDIR TKS sFt" 9 -6-0 0 N C_ Cn _0 ill a) -li ll Or-0=a) -'-- _0 L_ a) c D c = CU -0 a- . 'En -I-0 - a) W 0 :L-. -0 = 0 0 -= _a a) o s- CL q -2 3: = C .0 U_ - CU 0 > ."n - -0 E 0 Ln L_ a) _11l 2 C_ . c- Cn CU ill CU -ol a- 1_ . .c W < I 4 Z Z W J C/) ; -1-1 " a) 10, (1) l -+--a +-no U) =3 C0 > 0 L__ 0- 0- < (1) -6-0 L) = ,O =3 -0 C 0 a) 0111111111111111111. " U) CU " ; M I W . M < Z M < , _j a- , I - SHEET NO. SH, I 1.5 r THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER * 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF i MASONRY WINDOW BUCK 2) SEALANT JOINT FROM ) SEALANT FRO 4 INSIDE EDGE OF WINDOW FRAME ' '.s WINDOW BUCK ACROSS WINDOW BUCK' AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME .-- --- 3) SEALANTWINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3J4" CEMENT PLASTER 12 MIL (mire) DRYLOK EXTREME APPROVED FLASHING TAPE `V` SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIV'E BARRIER WEATHER JE BARRIER & LARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI, UNDER DECKING (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, 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 head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 9 OO NO SOTTO FLANG_ SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ® in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive harrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner I3. Mechanically fasten as necessary r vi�nnvu SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU - 4" OR 8" CMU --- " (PER SEAT DEPTH) ---_ -- FILL WITH GROUT _» A SLOPED MUD BED VINYL SHOWER PAN SLOPE I .. a � 4 1 4' 4SHING y, Vie; WP04 E AM FWWP07 1'-4" PER PLAN V-0" PER PLAN SHOWER SEAT NEATHER RESISTIVE 3ARRIE R SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3 4%1" BEAD OF CONSTR ADHESIVE TO HE APPLIEC THRESHOLD OF DOOR A> U;'JAMB 6 US:-: LIQUID N OR EOUAL WEATHER PW SE+;TIONI-A(SEE DETAIL. VvP SI A.F-ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q w U) m Z a ,z Cr LILJ a W t:2 U W W = Cr Lr I.IJ O !0 n W p 11 -- WINDOW UNIT FLASHING REQUIREMENTS - DOOR ROUGH OPEN1NG � - .--__,-- SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 4"•�" BEAD OF CONSTR (0-6 Cm - 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED CINDER -- SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6" USE LI(XUID Nall tir�AND uH ruuAL WF-.A I r.FF: EXTERIOR R703.1.1 Water resistance. The exterior wall envelope 5-rall be designed and constructed in a manner that prevents the accumulation of water PROOF CAULKING SELF-ADHERED FLASHINGCEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other S`.JBFLOOR -� .- approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 ` R703.7.3 Water -resistive barriers Water -resistive barrier shall be installed as required in Section R703.2 and, where applied over wood -based f sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2) individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF substantially nonwater-absorbing layer or designed drainage space. STALL S! F .P DHIFRE 3 NEEDED IN CORNERS �� RUBBERIZED ASPHALT ADHESIVE RUBBERIZED ASPHALT ADHESIVE �, ASHINL JFvMB � HEAD THROUGH SELF -ADHERED � R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied -ANG,ED �r`- FLASHING SELF-A°HER€°FLASHING t13ED l 1G')'i+,�t� shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes EE DETAIL ar„ Po`I ; �' .= ; used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER o Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with LF-ADHERED ;aEFORE FOLDING SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and (Lt 41!h,t aRELEASE PAPER TO EXPOSE ° "G A ti"'�' °�„fr A01+ESJVE AS SHOWN) contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as RTICAL LY I ,i ifJ \ DT1,F., }, flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings shall be installed at the following locations: ' FN I 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall A 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: \\ � 5 ) 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, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or l b,' 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. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. WP05 INSIDE CORNER WP06 1.4 In accordance with FMA/AAMA 100, FMA/ AA10A 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4.Continuously above all projecting wood trim. `- 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. (J ` / l 6.6.At wall and roof intersections. - Water Res+stant Barrier 7. 7.At built-in clutters. :LF-ADHERED FLASHING, ITCH tHERED FLASHING ilk �i (5) IWPO8 PLASTER STOP CONTINUOUS BACKER -- ROD R SEALANT A C O FOUNDATION WEEP SCREED ,L 3IP OF SAF y DRAINAGE PLANE WRB f .- BOND STREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL ' SURFACE TO TOP OF i' FLA 4GE:; AS AN AIR BARRIER I .) `+-12" INCH FLANGE Il' Jy7 - - THIS GAP IS A RESULT OF NATURAL SHRINKAGE .r - � Du NOT SEAL. DRIP SC1 EED PLASTIC' ACCESSORY SOFFITICANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF)=>-----o--- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FI.JRRING (SF) LATH, - PLASTER ACCESSORY - - SHEATH ING.'OCB'. r'LYWtOOD. DENSGLASS ASTER STOP rA) VTINLIOLIS BACKER ROL EALANT AENTITIOUS FINISH "TURAL FRAMING TURAI. SHERTHINE, OF SAF AGE PLANE WRB BREAK WRB TH 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 ,r-- - Felt backed metal lathe in accordance with ASTMC 1063 Building Paper -7116' O.S.B. sheathing Metel Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster over block 1 st floor ,r 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 Stampede or similar cauk bottom joint only Weep Screed Installed As Per Mdnufac;t. Specs. 1/2" Cementitious Decorative Finish Note: The building paper and metal lath must be'. installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Cn U v L o -a � 0 t.= CL3 0- .� � Cl) tt3 Co Cl) 0 0 U_ cc 0 CID `gyp � CO 0 Co CCU 0-0 tom. (D C Co ■ �■�I CL IL Q 0 (D Cn ICU M w Z Z ¢ L_ SHEET NO. WP1 so 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 1 1-n„ co z co HEAD WALL 0 m_�Il%1� 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; uL111I";LPL _nm tmawl"wl Z SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLAS73"UP CONT SELF AD FLASHING TURN 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 PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"---� y' 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 FLASHING REQUIREMENTS N R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N IN WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPEcn L TAPE EDGE OF HEAD IN SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. cu N j WALL FLASHING O � R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING L FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER N d O 2 PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Ca N -�CD IM WALL SHEATHING PER PLAN— EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO p� U WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. cu O � SHINGLE WATER O V SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM !` OO O (D RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 ca. � O OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O LL- TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O "— CCi STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O 00 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED Cn O L Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE Cc0 cu s� FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 Cif Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 0o STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 PER PLAN TURN UP WALL MIN 8" °D ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE "v �r BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING 6PER PLAN in 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" 39 6-1 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 HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 12 - ROOF TO WALL - SHINGLE TO SIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 311 1 1-0„ 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 TAPE EDGE OF HEAD INGRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING N ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR IN FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE ,INFOLLOWING: 00 00 STARTER STRIP STARTER STRIP co 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER lo WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION Z' CLOSURE INSTRUCTIONS co 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A c0 STANDING SEAM METAL a0 REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. W P 14 -1 ROOF TO WALL - STANDING SEAM ROOF TO SIDING W P 15 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 311=11-011 FLASHING AND WATERPROOFING METHODS TO BE USED. Cl) co .�._. (D 0 a) c- to co O U � L O L CD US _+_, co K1 W Q Z Z Q J d L. ai 0 SHEET N0. WP 2.0 0 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 PLANS i 3"=1'-0" of 11_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 SCREE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHIN CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKI COUNTER FLASHING--� 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 'LE ROOF PER SPECS RLAYMENT TINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO 3LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD >EALANT CO'J' MOULDING OFF BRAKE METAL IN CO ON FRAME - 7/8" �T SAND FINISH STUCCO --LF FURRING LATH ON 2- 2S OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPEco N �--• SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. .� ] U WALL SHEATHING PER PLAN— WALL SHEATHING PER PLAN 2 R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER pt�- O FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C co n- BARRIER OVER FLASHING PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO U O THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. STARTER STRIP O CC to SHINGLE WATER RESISTIVE N -p BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O EL q _O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C O cu FLASHING EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O u `� HOLD 1/4" AIR GAP BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .n O O COUNTER FLASHING N L-- FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE s c) 402 cc CD- LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT H -0 LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS FLASHING 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 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' 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 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 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 _ W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. 3„- 1 1-011 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. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 4 WP 18 FLASHING AND WATERPROOFING METHODS TO BE USED. Cl� 0 � to cu � o � 0 L o L cn co cu co W a zJ y t z J d SHEET NO. WP 2,1 0 . I