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HomeMy WebLinkAbout6245 Back Forty LpABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION .JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR 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 READ - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING IRS - 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 -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF MM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT C = FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL Oq = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 A9 ELEV NUMBER SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < ELEV NUMBER 4 A15 �ARROWSHOWS SHEET NUMBER 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13<--SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL 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 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP, 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 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.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C2. 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. N NARISM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS Al A2 COVER SHEET FOUNDATION PLAN 1ST AND 2ND FLOOR PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 A4 DETAILS 2ND FLOOR - ROOF FRAMING PLAN 4.0 PLAN REVISIONS A5 A6 EXTERIOR ELEVATIONS & ROOF PLAN 1ST & 2ND FLOOR ELECTRICAL PLAN 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 SNO SN1 INTERIOR ELEVATIONS STRUCTURAL NOTES STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS S3M/S S4 FOUNDATION DETAILS FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS MAR 2 5 2023 Virtual Review Assist. Inc. Plans Review completed and approved for compliance 'th AnneeKlaho PX2300 Edition Y Debra Uj m N 0 N a1j W -C LT 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. G - N NC14 ° N Pe ems. LO 00 LO S O o W a' 0 z LO E '- ".0 U ` CO N d CO co N 2 c}n V co U -0- W 5Oo uo 0 LLo 6 Q U Q _ •N U w QN C E� 7�� L O V to W W WQ ❑ uS w O g w�a XAgezI-w �0U �z02a�aO0 0(D Q V ~U `LU <O5<-�U)0z20C, °W ~a ��o om -LL1E z❑ 0Z wza°o0WaoWoaUO aZ � ¢ LL 0w P �ua a Y°� ow o o�a0 8 w O O [V OW zJ O .M O < Lr) CL 2:((� LL N Q V Q 00 z I- � W W _j� d" N N 0 N O N O 0 c LO m r o r 0 0 N 0 0 N N N N N N N O N O O M O r- Op Cv A O � O O O O o O f O T- N 0 O 0 .L 1 N� C) N 0 Fo 0 V 0 LO 0 O 0 ti Cr 00 v/ Z Z Z O W W fn LLI 5; O o 0) Q c,o�� �a 0a-T L � z Z Uj = m O z �Z �+Z�jJ 0 ��zW ,-I Z Z c.0 W �; ¢ � O UU)Zz -�Z p- W 0 Z T"4 � ¢ O Z U U a 00 W < ZC s w LIJ Lo O O LAST PLOT DATE Dec. 15, 22 Z O COVER SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. ME 0 zo _ M 9 o S3 A7 112 EEV 0L 1/2" a r c�1 ' 6' X 3' ' 3'-4" T-4" 3'-2" 5'-2" v I 2 i I HB ❑ ❑ ❑ ❑ Q ❑ ❑ O 1 I F_ 2 I— B I ❑ ❑ B - o T T r N I ❑ I 1 V-2" 1 V-7" 11 7'4" —,--SINK --------------------- I LAV CJ �— - — — 4 5 - 1 _ Cl) — i — — --_ Oo o II 6 II W CDII I ❑ 00 15'-3 3/8" 5 I I 5'-3 1/2" CC D D— ; I D 13 I I �' ❑ II 10 II II �I ELEV. III I ❑ 8 I (-) 0- 4 H I = LL I� U �_ CJ o 014 2W I l CC i S3 B 9'-10 7/8" I — CJ I i i � N ❑ ElI I LL] ❑ B o I I 1 d B L — 0 S3 ❑ I HB ' B I C 0 3 U o i CI col 00 0- A 1 '1'-10" 101, 16'-0" 10"-;)1'-10" 3'-1" 1 1'-0' 3'-5" 2" 21'-4" 8'-8" 1 , 30'-0" i FOUNDATION PLAN - ELEVATION A 1 /411 = 1'-011 ELEV - 0'-3 1/2" 7 = U_ A U 9 d o 1'-0" O M 0 r ;t N ELEV. AT 0'-0" (8" MIN. ASV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) .'_ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE O SINK - KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING OC THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. O PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY OI MONO FTG 16 x 12 DP (2) #5s CONT. MAR 2 5 2o�3 V_ A Virtual Review Assist, I Plans Review completed and for compliance with the 2020 FB by Debra Anne Klahr PX2300 N N O _ y3 v�'£v�yo-n N T Y? fy 7l � r�'. w e ``rb �• � � 3 T Lii 00 LO Fx CIO S W u r ; W jam', q- 'f' w, ��,..5,, �- m�u 4` T i 0 W !Y 0 i, z C 0 N W L 0 U p c) �-'! a; , co V) V -0 -6- C c o Y/ 2 o 2 4M o 0 0 ULLo Q U '0 < � N .�. Cj U LU QC 7� o E LU(Q� LL oU vj woE- F- WzHw Z � SW§ �o�WWUOO H J QaxJ(0WOZ20OQ~Q oCOow�ZOouoOOoJoZZ Zw 00 w a w>u� w w-�QJ0 L oU ¢og�ZgWU0C) 7l0Wp�¢ O y YILL O < f W O O Ow � n H � O ro O z < U J � U) LL z 1-da� < 00 ZIa- LLJ LU J0 "o mi I- N O N O N O 0 CO LOO N O N O N O N O N O N O N O N O O r O Op N M O O O O c- r N 0 O p 1 'L N i 0 N 0 cM 0 IT' 0 � 0 (O 0 I,- 1 CC) Z Z Zo W f n W U - O Q L pa=Q z: ZW~� =m0z I- �R Z Z ?� J �zW r—I , Z z %— LU O_�w O a z �zz ~`t0 ■ z U o 0 z z W W Lo � o LAST PLOT DATE > Dec. 15, 22 z — O J FOUNDATION PLAN A 0 (V FIRST FLOOR PLAN A 1 /411 = 1'-0" mzo w P: Q m00 w P: Q 0 ZN B 0 N 41' S6 r? m LO NFU) �w �o(D w C3001 27'-1 1 /4" DRAIN SHWR HD & VALVE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S121873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 2'-10 3/4" SH 25 HD AT 7'-3" EGRESS TOP AT 18'-0" ��jti2iTi2i2iTi?ititiSi?i?1Ti21T121Ti?iT 112iZ�7iTi?LSi?iliii2lTEfi?1?Ltiti 71i121titiLiTl7iTii1217 �Ll2iTi21T12i21T321Liti?iLiiiTiTlTiTlti2i?iti11?171T3212i2iTi � �itiT�til : �i�iTiT�T H H ..: • MASTER •LINE « G « h � r H « H « ,'lid .•: Mm I W I « y RLOW —J 04 FRAME ER�'WALL y1 ��m I WALL �I ••� H WALLH j!j N fl OPEN TOBELOW ®� 1♦ `/ ONTAILING I - D' SH I» H «BEDROOM _ 1 1 1 BEDROOM H ® • 1 TYP. 811 i.LL 'l«�i?i?i2i?iSi?ifi?i?iti?i1 . Ci?i?iti?i?i?i?i?i?itif32?i?iLi?iTiLiti?iTiti?if1: : ititi?i?i?iLiTi?iTiTiTi�1 HD H 25 1 / SH 25 OL 4" EGRESS / HD AT 7'-3" FRAME EGRESS WALL 5'-4 3/4" 10'-4" 5'-7 1 /4" 4'-4" 414" 21'-4" 8'-8" SECOND FLOOR PLAN A 1 /4" = 1'-0" 30'-0" l7 01 c 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 "X" 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) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAR 2 5 2023 virtual Review Assist, Inc. Flans Review completed and approve for comlrliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 DRI 30.0 -33.9 30.0 -33.9 N N n tr) rA,t �z u n d t Q <p w Ln i5 ��s r 'Us W �i ���,• w p° 0 w 0 z Q V) N L E 0CY) 0 U W\ L+ co Ln M M n 0m U a V) W O r O 2 o rn _ < • .� w N Q N ^` 7W L 0O E 9) CO V a a C/, WO jw 0�LLQuozW I _j f !- f 2O U_ U 0 O0 QQ X W-JFZ_ UO =�ZZ��OOR00maz �=n ZW¢gW¢ a>zZLYOLu zpWo0fC�OOZ�a ¢O LL Fnp OQ =O 0�Q�¢ w r4 O� - � O Q Lr) U0 M U-) LL W Q Ln U Q Q 00 Z I— W W -1 � SLID N N O N 0 N O O m o0 0o O O o O N O N O I O N O N O N O N O N 0)O O r O O O N A CD4 O - O O O O O O O r N 0 O N N U) `' > r O N CD M 46 O O CO O ti LO CT CO(f� z z O vV 0WCO Uj Q O � Q L �Q � 0 Of W =MOZ 2z�W Q i'•MZX T -I r) z z LL LU 0a2w �' z U)O Z r—I Q p ' �c Z g U U a Oo W � z Z J WL'O^ V, O O LAST PLOT DATE Dec. 15, 22 0 1 ST & 2ND FLOOR J 'PLAN A — _ - ____ I L I_.I I. PAID R'1'', A3 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. / / HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED LOW WALL / STRUCTURAL LIVE LOAD @ STAIRS / =40PSF. / / / - - - - - -- - - - - SEE SHEET ST FOR STAIR DETAILS / / r/ I � 2 — I LANDING a ` 4 a STAIR SECTION 1 /2„ = 1 1 -0" (3) 2X12 STRINGERS HEADROOM IN STAIRWAY ISEE SHEET ST TO BE 6'-8" IN ACCORDANCE IFOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10" RISERS CUT FROM 1x MATERIAL TREADS CUT io 2 xFROM MATERIAL M STAIR DETAIL 1 /411 = 1'-0" (3) 2x12 STRINGER LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 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 W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH -END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((11 (13 EACH SIDE) CENT RED W/ ) NAILS AND �) 1/4" X 2-1/4" TITENS INT GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT TM/ALL TYP. U.N.O. SEE PLAN 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. WALL SPLICE DETAIL N.T.S. MAR 2 51023 VR/\ Virtual Review Assist, Inc. Plans Review complet /ed and approved cr compliance with the 2020 F0C 7th Edition by Debra Anne Klahr PX2300 N N O N U') tY LO pp S 00 i A' `•� t G F w n S .� 0 �' e r1/� Y >❑ �- �,r _ye� w, Ix z a > OL0 � a N U c) co (n (n 0 .100 V P — 2co w• = L M 2 0 2 0 0 0 U_0 Q � L U a� a — •N w 6 � � it n 1 7W� C0- C L Q C c .0) LU W (D w Ld W�— x �` �;��-�z� Q��_j 0 W<LE00��0 Q Q U ❑a0 zLL�yOZ2°❑f-a~ I— p c�WIx�2z0200mZz Ewa Wa. ZWWWV50 aZ=) U) O Z ¢ w W H O 2 O 2 0 Q Y OQ ❑ O= ❑<QLL a O O N Z LU z ,>4 kD 0 0 M O Q L M LLn Ln LL (50 z � a } Q Q O z 17__d W J� 110 N N O N i O i N O O o6 LO m � ao 00 0 0 o r- 0 N 0 N 0 CV 0 N 0 N 0 N 0 N O O N O O— O O T.-O op CV T- cM O 4 O 1 O O O O O O O N O c 0 ' NLr) •L N CM -t to 0 r,. r MI VJ z Z —Zp W L.LJ CD 0 o Q ): O D O� a Z zWM w�Q = co z V z 3 J zWr—I z z W I� O_52z O MM Q W. V w a zz L0 z ,--1 Q O �c Z g U U � 0 0 m z A3Z z w J 0 W Lo � 0 Q O LAST PLOT DATE Dec. 15, 22 Z O _I DETAILS C �rvw SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A 1 /4if = 1'-011 c t� 2X4 STICK LUMBER 24 O.0 MAX IN LINE WITH JACKS (see detail in eng pack for grade) 30'-0" 0 ti J1 1016# 7 A5G U = 1016 CJ J3 CJ J5 CJ o A4 HIPS FOR FRAMING (GIRDER NOT DROPPED) A3 -� A2B A2 0? D r` Cl) 0 O A N A2A A3 HIPS FOR FRAMING (GIRDER NOT DROPPED) A4A A6G U = 1332 O 9 o Q v CJ CJ d CJ B2 C i �. B3G CJ J1 E2 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) V IVC SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /4if = 1'-011 16d COMMON NAILS or 0.128' x 3" GUN NAILS Total Truss Quantity = 103. 0 1-0511 16 2 ,011 TYPICAL 5' 5�OACK COI;N�I?5�f �VLING ANb 5FACI NG P�P�p i0 FNG, PACK POP, CONNECION, CJ5 CJ3 `ZY /� U v16 21 -011 11'�ICP� �' S��13ACK CO�N��S��" �A6C�ING ANb 5PACIN6 P�uMC� Cur TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1, ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-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 = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 truss member design & connector plates NOTE: are designed for ASCE 7-16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an 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. • 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 THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 12 5 �- 2� � 12 0 MAR 2 5 2023 Virtual Review Assist, Ir__. Plans Review completed and approved, compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300I HANGER CHART 4 b,= HUS 26 (SIMPSON) a = LUS24 (SIMPSON) = HHUS46 (SIMPSON) Labeled end Mark ATTENTION I DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less I 112 �I 2/3to112 �I Ta line f span approx. 1 Ta line i span approx. 1 REFER TO BCSI -131 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. additional 10# psfnnn-concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY LOAD# DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 06/26/15 RA01 LC7, EXTENDED FT3A JMD 08/06/15 RB01 MADE FT3A TOW PIECE JRH 10/31/16 RB01 LC9 JTH 12/7/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 1 REV/ FLOOR BRG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHIM 1115 2 LOAD# DESCRIPTION INIT. DATE RG01 ENTRY TRUSSES INTO LEDGER JTH 7/27/21 RG01 RELABEL ADD 7G4 MAW 10-22-21 RG01 DELETE PROJECT 7G4 GSB 2/22/2022 RH01 REV. SPACING JRH 08/19/2022 CARPENTER -� CONTRACTORS MERICA 3900 AVOENUE G WINTER HAVEN FLORIDA 33880 PHENEI (800) 959-8806 FAXI (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/� CCA PROJ/MODEL/ALT .7A2/ 1871A ALT DESC: OTC LOT BLOCK DESIGNER PAGE JMD DATE 06 20 2015 LAN# SCALE .N319835L 1 4" "=1' ,r=, ' N 04 o N ZN Ln 01.) 9 t 00 LO ¢ z w w 0 z � N 0L-0 E N _W I` 'L-0q O M `_ d Cn V � � $ co2 8 Oo 2 o _D ° �� m i U�' 0 LU Q N 7O1 i o E 2 W 0L - LIJ 30 QM 2OZLU H-— � O¢� W=__O��VO,0-jO Q � ?0xJoZ2°❑�- wZLL LL 0no 0R0om°z °Z C�W0WLuW <0 gLL °0 WUOZWFWQ0 Q O ❑ Q Z ¢ LL U_ ¢ O ¢ O O fV OW F- E--I � O L] M CD a�"'� 2: LLL N C_ r) � z < >- Q 00 U ~ Z 3 LU J� N N O N I O CV O O 06 LO Co 'T- 00 T- 00 T- O N O O O N O N O N O N O N O N O N O N I O O I O I O — I Ob Oj N A I 0 � 0 O 0 O 0 O O N C O 0 N � i O C41 O co O I .t I O LO O CO I r- r- 000 Z z ° wv, ❑ C)� M -0 =) 0 EL Oa=� LU �- �~m0z ; =I•—=Z {� , z Z Q LLI z XT�( 12ZZ C0 LU �. O�gz >= O M Q 00: U ILw CD z z z T__1 Q o L.1.. z v U a 0 MO W < z z W W C) o � O LAST PLOT DATE Dec. 15, 22 z 0 2ND FLOOR ROOF J FRAMING PLAN A 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE i0 2X4 SUB -FASCIA ALUMINIUM WRAP 1 -0 ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ CMU COLUMN, DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH STUCCO ATTACHMENT DETAIL —FINISH 6 SOFFIT DETAIL 34 1 0 '� 00 ROOF FINISH PER CD 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM STUCCO BAND i SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7 SOFFIT DETAIL 3/4 — 1 -011 11 COLUMN DETAIL 3L/4 1 0, PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. I (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT STUCCO DETAIL - 12 - - - T.O.M. 8 3/411 = 1'-011 META 5 EDGEL DRIP (S) A23 2X4 FASCIA 1-1/2" THK 7" ALUMINIUM 2'-0" WRAP •a ALUMINUM _T . (S) A23 SOFFIT 00 PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ 777777 3„ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 2" 42" 12 SOFFIT DETAIL 3/4" = 1'-0" 9 STUCCO DETAIL 3/4 — 11-011 PT 2X8 LEDGER ATTACHED TO WALL 6{{ W/ 3/8" X 5" TITEN HD AT 12" O.C. 1{{ 4 1„ L - STAGGERED I � N N CV o 0 0 " o O 00 O 0 EPS iv FOAM 10 BRACKET DETAIL 13 LEDGER DETAIL 1 = 1 -0 3/411= 11-011 �c� SHINGLE 6" SC 7/8" S 6" X CE PLASTEF 16" X CE PLASTEF DRIP CASING AT BOTT STUCCC 5/8" STUC FRONT ELEVATION A 1 /4" = 1'-011 12 15 Z I- - 7/8" STUCCO - ON FRAME N = CONTROL 5 JOINT MID -WALL WEEP SCREED - - 5/8" STUCCO n '� ON CMU - - - - GRADE LINE REAR ELEVATION A CASING BEAD W/ WEEP HOLES OVER FLASHING 1 /811 = 1'-011 � SGKttU I � I I GRADE LINE ARIGHT ELEVATION A 1 /811 = 1'-091 12 51 _e 1'-0"J 12'-0" Z 2 �O CONTROL o w _ JOINT 12 5� - - - — A/C UNIT J AND PAD? 0 - io 18'-0" CM 4 f_ LEFT ELEVATION A 1 /811 = 1'-011 51 % CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. USS A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 5/8" STUCCO ON CMU CONTROL _ JOINT _ MID -WALL WEEP 12'-0" SCREED DRIP CASING BEAD----' AT BOTTOM OF STUCCO BAND GRADE LINE 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. .A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 7/8" STUCCO ON FRAME ELEV AT 18'-0" �- T.O.P. 2'-0" ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" �— T.O.M. STUCCO ON CMIJ _ ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. , 31NG BEAD W/ WEEP HOLES 'ER FLASHING ELEV AT 10'-0" / 2ND FLOOR FF V ELEV AT 8'-8" T.O. M. 11 A5.A ELEV AT 0'-0" 1ST FLOOR FF 3'-8" 1. 7'-4" SLOPE 5:12 SLOPE �— 5:12 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. 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. 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 EXISTINGSTRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL MAR 2 5 2023 GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) M ST BE IN ACCORDANCE WITH FBC R703.7, STM 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) Virtual Review Assist, IncV Plans Review completed and approved for compliance with the 2020 FDC 7th Edition by Debra Anne Klahr PX2300 19'-0" N— — — — — — — — o dT 4'-0" OFF ON RIDGE U) �6 ROOF VENT w 0- 0 C-4 J SLOPE SLOPE �5:12 5:12� o 1'-0" 1 ROOF PLAN A 1 /8 - 1 -011 SLOPE-4 5:12 SLOPE 5:12 6" 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 FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 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. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN, OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N 0 N �y 04 04 CPS LO fv w z �,✓ 0 ° 2 W 0 z L ^N, N 2 (D L N U M N M m .� N V 0- u a W ` L m o � 0o ` 0 rn;� pLLo 8 Q U �o N Q QN * V! U w MO W L E� 700 ��a� LJJ W �Ld U� WOUj F w~ <� <'9 z� Z O a � I- P QO=- Jco0��0U_00UO �CYX Z0z200I_Q Q 0W9oLLZoLLE2oOmZZ 0_jaYOz O>zzLL0 O kaZ Y Z Q OW 0 =O �FQLL LL Q f O O [V z LU U0—)N cn o z `M O Q V M Lr) U_ <aa� > Q Q 00 ~ z 3 LU Jo �O J d' N N O N 0 N O 0 col If m oo ao r 0 N 0 0 O O N O N O N O N O N O N O N N O O ' O r O — O 0 N � co 0 d O O 6 O 6 O O r O � N 0 O N i r 0 N 0 M 0 0 U') 0 CO . L0 q Cr 000 Z Z _ Z 0 W owcn U 0 o 0WLU CL Z Uj ~m0z =I- =z LD z � W Q � >-MZWT� Z Z CO LU Og2z O z z 1--� Q O • z U 00 F-En Z ¢ Z Z w J Uj N LAST PLOT DATE >O Dec. 15, 22 4-1 zO EXTERIOR J ELEVATIONS & ROOF PLAN A 1211111 I'M am W-A A/C DISCONNECT WP GFI 5'-6" 4'-4" GF 0 -GF1 REF A 0 (V HW ELEC METER O ELEC LZ—PANEL GFI 1 DINING ROOM 1'-7" 4'-6" GFI AT 30" <,� A.F.F. = KITCHEN FOR HOOD GFI GFI TWO CAR GARAGE 1 48 GFI 110V CLG MNT. OUTLET I I I 4 I� 0 0 T N GFI AT A. 1. F. - 0 t` GFI FIRST FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 r )PWDR 3FI BATH TO 2ND FLR ELEC 4'-0" GFI o WP it 2'-3" (V N 0- LINE OF\ FLOOR I ABV FOYER I \ I I I w�^ ENTRY SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 11-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 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 & 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM \/V R 2 5 Virtual Review Assist. Inc. Plans Review completed and appr erg for compliance with the 2020 FBC 7th E by Debra Anne Klahr PX2300 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH--° 4 1/2" DOORJAMB DUPLEX OUTLET c� TRIM---o 0 BASE IINOTE: I ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ 2 SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE sW STRUCTURED WIRE OUTLET 6 SWITCH AT 36" co 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL A� CLG MINT LT FIXTURE B} CLG MNT PREWIRE - FIXTURE BY OWNER £C� SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS &off 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL ,V CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR O SMOKE DETECTOR -U-18- 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 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT G�24:�a 24" VANITY LIGHTING 36 36" VANITY LIGHTING b­­48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) >� MASTER STATION ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER TT THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. W '= �0 U 0 (n N N N V -0-02 v C: Oo 2 0 } _� �U�•} •N V LU QN 00 V V a G LIjW�� wo¢E OfVj ofgwOYW w2-j U-zH of u-CD -OUOoQoo- �a0z2°o�-� OB 3(00, zoo,000mz Lu }Lu Z'ozW0azze Lu z"oO a�z Q�a<ILL Z awO¢�W1 O 20 OW o oZ qa LLQ o F¢¢LL N O O (V O� P>1 10 0 `M O V M Q LLn LL W Q Lr? O� ' j aUa00 z � I- z W � o O d" N N O N O N 0 O c6 ^ L, (0 00 00 o O o O N O N O N O N O N O N O N ® ' A o N C6 O i O r- i O - Op O CV T- A O [�[i�/] .N 0 f 0 O 0 O d) 0 O �- O r N 0 O 0 1 L N� e- CD N CD M 0 IT 0 LO 0 C4 0 I'- LO M Z Z zU) o �/V W w v� LLI 0 I- O Q 0 X LU z zLUl-- =0000Z I- Z rn VZ�J Q in >-2Z� T"I Z Z CO W I� O�Mz O ¢ �, UWzz Z TI �QO v g 0 0 m z Q z z LU J W O LAST PLOT DATE Dec. 15, 22 z 0 1ST & 2ND FLOOR J ELECTRICAL PLAN A O i M 0 M FILLER 1 KITCHEN 1 /2 = 11-011 HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1" FILLER 1" FILLER 5 OWNER'S�BATH 11 2 — 1 -0 iri 0 in 1 1/2" FILLER 1 1/2" FILLER O ih 00 00 0 C7 N c- 0 M 2" FILLER 1 _g 3'-0" 1 1/2" FILLER 1 1/2" FILLER 01 PANTRY L1=J 4" BACKSPLASH / 2'-0" SKEWED 1'-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1'-0" SHWR HD--,,. VALVE LINEN CLOSET 4'-11" 11 3'-3" 4 1/2" OWNER'S BATH 1 /2" = 1 '-0" i? CV Cn o 0 o M Oo co 0 CV � Ch CO O zo 2" END PANEL 3 KITCHEN�ISLAND 1/ 2 — 1 —0 HOLLYWOD °O SHWR HD STRIP LIGHTS WALL co 30" HIGH MIRROR CV VALVE 4" o BACKSPLASH Bo SPIGOT N 2'-9 7/8" BATH #2 1 /2" = 1 '-0" 2'-6 1/2" I. 1'-6" T-0" 1 1/2" FILLER 0 Ch UNIT'1871 - A'- BUILDING SECTION 3/16" = 1'-0" 2X4 WALL TOP AT 34 1/2" 4 KITCHEN �� 1/2 — 1 —0 0 ih WIRE SHELF ::� CO " 0 "HANSEN" BOX 220 VOLT F------- ---I r----- ----- I I 14 1/2" X 16" (DRYER VENT RECESS � 9 I I I I I I I M I I I I I I I I I I I I I I I I I LJ I UT I L I TY MAR 2 5 Z023 8 1/2= 1 �_0�� Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBG 7th Edition by Debra Anne Klahr PX23pp PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN --INSULATION FOOTING SIZES AND RE -BAR T.O.P. T.O.M. 151 rLK I-r n�n/ lI W 4) W � N L •i � ? U o Cl)co - W N N M V D�� 2 t o 2Oo 20 rn 0 LL 0 Q U o o to LU O N Q.N C aQ M 7W L Oco WWW�es�¢ �U�;� Z '0u-¢ �W-00�o ��Uq ❑ ~L)<d 1-- X ZQ o woioRoomZQ� O ZLA LZ O0YOz Zw)L, oazw m0 omWoZo Qo¢ n � < LL a O C:) N z 1U I— I —I C:) O in M O Q V M LLn (� L in— ryi in- '4 G 00 z 1-- z W J� Q0 J d' N N O N O i CV O 0 o6 LO m oo co 0 0 0 O O N O N O N O N O N O N N O a N i O O O O oo N M i O O � CD O o O 0 O r O N 0 0 Cn N U i � o N 0 M'i 0 0 to 0 O 0 ti L 00 Z z ZU �o 0Wcn �o O� 0 Q �Q F. OXLU = m o z (�z�w Q � >-nzwT� CLZZ CO LU 0 z O a v`�LU Zz z ~¢0 LL • � Z g U � oU 0 m z Z LU O O LAST PLOT DATE Dec. 15, 22 z 0 A — INTERIOR J ELEVATIONS NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1), EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPI IERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1,2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR T' =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: 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4, i. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO, ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 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 STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 -Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpou� and mortar along the foundation perimeter must be removed be ore exterior soi 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-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. GARAGE DOORS (V = 140 MPH) TYPE: 5B 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. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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. MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and ap[ for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 a I N N 0 N ,•ems? � ��r~ � ,�, , 4 o pp¢ E.3,� Q a LLI O w 0 Z Q > CD N O W L 0 o U (M N ai M C6 5 V) Iwoto �,% � 15 M 0 O O o ,}. o 0 .� O LL. o Q •^V`) V LU QN 7W L O E V a W � LLI Uj Lu 0 wHQ tY2_j IZ..� ZX Z L.L a a U QO-JU7O�� 0LL000 =(3x Z=ri0ZM001-Q~ 0cq��OZ02200anj W-wwwu5220,¢ JO Z � 0 Z coLLJ _j <0w �ZwZ LU �Q Y Z OQ 0 00 ��QIZ Q Q O O (V O_W ,>.., O Q s i'ri O Q L M Ln LL awQLn p d M Q U z Q O I- W W J� �O d- N N O N i 0 N O 0 00 LO (0 CO 00 O O O O N O N O N O (V O N O N O N O N O O O r 00 0 N A 0 CD - CD O 0 O 10 O O CV 0 O 0 NLo� > N cM ,7* L0 (O ti CT M V`� u) Z Z O pW(M w U l~-- O - O Q c,o�� Q �^ 0 O 2W ii Z ZW~F- r� =m0-2 Z f I'1 v 0 Z 3: �2Z � TI Z Z 2 00 Da>-U O z Z - � z �QO U a J OU Oa W � Z SNO Q Z Z J W 0 0 Lo O LAST PLOT DATE Dec. 15, 22 Z p STRUCTURAL -A DETAIL'S THIS DETAIL ONLY REFERS TO THE DIAMOND- ESH EXPANDED METAL LATH ATTACHMENT. ■ 16GAx1-1V,_2,°" LONG (/4°"4' CROWN) WALL SHEATHING STAPLES tW 6" O.C. VERT BETWEEN 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS.--) - OFFSET I I i I I CROWN) STAPLES 6,. STAPLES BE7V EEN STUDS AS SHORN - O.C. VERT INTO STUDS (NOTED THUS:-) IVIETA'L LATE ATTACK ENT DETAIL REV. 09.24=21 SCALE: 3/4" = V-0" DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH- **1NLY.APPLIES TO LENNAR TPAFJAX*' LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION- RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-01, TANK -LESS W/H '6'$1% STUB -OUT FOR -1 GAS METER 0 0 CV H C G 000 o 0 9 ' o `n U 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" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'41 (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0, 91 15132" CDX Q PLYWOOD OR 7116" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE it 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + +++ + + + + + Z++ + + + + + ++++++ + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8"or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x—+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x— lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x 1/8" gap + r 9 1`L FILL CELL STD. 900 HOOK r BOND BEAM BOND BEAM STEP SIMPSC W' (22) NAILS 1 CONT. #5 BAR #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 FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2 " min. 2" ) gap max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. required when indicated or 4 max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higherthnn 1F,nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. j, Q4�-' Provide adequate bearing J for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or _II-Z4127 beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— M� 6" A 1 2' ROUND HOLE MAY 6 76" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/ THE WEB. PROVIDE AT 01 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1t2" Round Hole 1Dianneter (in) 2 13 4 15 6 8 B.87 10 14. 12 13 Rectangular Hole Side (in) 2 S 5 6 s g40 Any 16" joist Sin (ft) 8 V-G'- 1'-1" 1 -" 1 2" 1' 3" 1'-3" 1'-7" 1' 11" 2`-4" 2'-9" 3'-2" 3'-7" 12 1' 0" 1 `-1" 1 2" 1-2" 1'-3" 1'-9" 2`-4" 2'-11" 3"-7" 4'-2" 4,-9" '.4„ 16 l'-•0" 1'-"1'" V-2" 1'" 2"" V-7''' 2"-5" 3%2" 3'-10" 4`-9" 5%7" 6'4" 7'_2" 20 V-0- 1"-1" 1`-2' 1'-2"" 2` Cy" 3"-Cil" 4. ", 4'-10" 5'-11'w 8'-11" 7"-1.1"" 8'-11" 24 V-0— 1'-1" 1'-2 V-3" 2•=5" 3'-7" 4`-9" 5'-10" 7'-2" 8` " 1 9'-6" 1W-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BGI 6000s0 BCI6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8 " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d I 6.16d 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 1 1 11=1 11=1 11=1 I I— I I I Nail with 10-10d nails. III —I I 1=1 I I—� �% Install tight to top flange. SLEEVE THRU STEM J SEE PLAN FOR '• a . • a . FOUNDATION INFO ° °' STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 :: Joist " depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN ° Q e iE —� iE •� X ° °a IIII�IP I: t A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A ° ° (WHEN SIMPSON 110A w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON NITS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1-1111r \ /rr\TI/'\ A 1 TI Ir\I 1 r\ 111 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE —------------- SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d e"�.41 . °° ----^—� . --.-- 4 =III= \ ° / —1 1=11 a SEE FND. PLN. SIZE & REINF. MAR 2 5 2nt* Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7t dition by Debra Anne Klahr PX2300 N N LO N d e 1'.. , ` C-:_Lo ao O w 0 z Q � E o (� �tJ L. C)O q' CO, N(yic) ul 1J -0 t� M W Eo U 4.O C)0 U_ v Q •N C w 6 Q N ^` C 7W V o coo CO V a w LU W �LLI Uj W�H W~ Q = J = Q' Z= :-�=U)� OLLO�OQOX JQ�Z co=0Z20S0ZLL H WCW0-nW W WnixZ o0O �cn0 00'00co 0Zo�0 Wawp¢ W�1y IQ 0 u_~Q 0ZaIQ f N 0 0 N OW r—i 1 O O cn Ln QCL � LL N LAC a rn ' -1 U Q Q 00 Z F— W W J 0 N N O N O CV O O 00 Lo CD � co T- 00 r- O N O O r- o O N O N O N o N 0 N 0 CV C)N CA N 6 O ' . O r- O T- 0p O CV M O d O O O) 'O 6 O O r- O CV O O = 1 0 L N a� O N CD0 c+') d 0 u7 0 (61 0 p L 1 00 U) Z Z W O 0o�o O U) O� _ ~°=W2 U-) z zWPP W � ~co0z a: :C 2 0 t= z Q 0 >-2Z& 1� - Z Z OCL O 00 } LU Z ■ • z �--1 Q 0 Z U 0- 0C) 0, W G! Z Q z z J W U'*) o LAST PLOT DATE >O Dec. 15, 22 N N z Q STRUCTURAL . J DETAILS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. r 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL -III- I -III -I D I I-III-I� I I -I 1=1 I I -III -III I ° � � � I I III -III -I 11= I=III-III-III=1 D • 11=III-III-III ;I' PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. IN III -I I-III=111 I I I -I I FEI I I -I HURRICANE ANCHOR @ EACH -I I iI Ii III IIIII 111111111I1 II 11- [ �' 12 TRUSS (SEE UPLIFT SCHED.) W/ 8 — — (TYP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH �VEAC.1 TRUSS BOTTOM CHORD OR 2x4 #2 SPF � `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8'0R 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM END (WHEN PARALLEL) GARAGE .) (OR /a GYP. TYPE"X" @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP,) NOT EXCEEDING 1U-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP,) STEP, SIZE OF FOUNDATION AND ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 4 @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 °. WWF OR FIBERMESH WWF OR FIBERMESH ° ;a Q . ELEV. -0'-3 1/2" 3 1/2" MIN. 13 1/2"MIN, ° v d 0 a. e a 2x4 CONT. A.F.F. o P °. ° D D N z D el =131/2 (min,)- 4 z I II -III -III= 31/2 (m[n.)- 4d a° - IGARAGE DEPTH VARIES a 3 12"(min. - 4" I I=I I i 3 1/2"(min.) - 4" 1�=� — T_ —111=1 I I I I I-I11=I 11=1I'1 I I, IIIIII-III-III I1 11 I-III-J-I I -I I(2) #5 CONT. I—I—I—I(2) #5 CONT. 4 I I $ 4 1 -4 8 GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL MIN. TYPICAL BEARING WALL STEP SHEARWALLK'"C� @K*'CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _�\v STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Po5- BOARD PER CODE (OR 5/8" 12 N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \ N ors ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \`�✓ °N 8"x8"X16" KNOCKOUT SCREWS @ 7" O.C. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INSULATION PER SEE CC/S3 OR ��„ LAYERS W/ TOTAL THICKNESS 7/8" OVER CHART ON FLOOR G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8 THICK. PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON �° TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD NAILER (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED 'E ° #3 OR #4 REINFORCING BAR III n GRADE ;, �- ° D #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 1x2 PT WD FURRING @ 24" O.C, a s D ° D . FINISH GRADE — GRADE 40 MIN. Fy= 40ksi 1/2" GYPSUM WALLBOARD (1) #_'5 VERT, IN FILL CELLS MONO OR STEMWALL z M — — — p D• 25" MIN. LAP [30" MIN. LAP] (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° P ° U.N.O. FOR LOCATIONS) FOR CLARITY D P — — — — — °O 6 MIL VAPOR BARRIEIRI ITIIII I (III °e. ° I=I I I=III=III=_ 00 R 1 7/8" I III III III III 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w MIN PSI MAY VARY PER - MUNICIPALITY. co 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 r'' ° D `0 M I II=III=I I' I 6 MIL VAPOR BARRIER I I I I= r COMP. SOIL. I II (COMPACTED TO 95% =I I I I —III=III 11= MODIFIED PROCTOR I I I I I I 11=1 11=1 I 111 NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z ^M -11 it l l-I I I 4" I 00 •'ll-III .a ��, '::�• III -I �I I I ITI �: •. � I � II 11= SEE A/S3ORJ/S6�1111j IIIIii111 II 111I1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) /'.'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE LLI D U a. =1 11=1 11=1 I 6 p. a. w 1-III-III I I=� D • co ' —III=1 I I III=1 —° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 C _ WWF OR FIBERMESH II -III -III -III- o ;- °.` D. PD. I=III=111=I11=1 11=1 1=1 I I — N z #5 REINFORCING BAR it I I I —I I I—i 11-1I I I-III-III=III=1 I =III- Z 1 I I I 11=1 1=1 I I i 11 111 i 11 li r 2 #5 LAP SPLICE I I I 1=1 11=1 1=1 I I I I I=1 I I III I- _ 2 #5 ONT ' -III=III=III I I=III I - D°� � I -III -III -III -III -III -I I� I I I I �• III -III NOTE: ;. _ _ _ I I=111=III= g 11I-III-111-I -111- I F `" COMP. SOIL. (COMPACTED TO *FOR BEARING WALL 1=III=III=III=III=1 I I1' T 95% MODIFIED PROCTOR ASTM ' �I I I =III=III=III=I I I=III=111= W1 UPLIFT ONLY III III—III-1 I I —III III —III—' III=III=III=III=III-III-III=III=III=III=III—III=III—III=III=1 I D1557) I —I -IIIII-III=III=III=III=III=III=III=III=III-111=111=1I1-1 4" 1'4' 1il-III-III-,,III,�,111111111ii1II1,�,III,,III III -III -III FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WV1'F OR FIBERMESH min.) 4" GRADE 00 -1 I_I= I • —I I —I I —I I —I I-1 1= I i1 -(1) #5 REBAR w/ OPT. 1=1 I I -III -III- 11= I I.- 1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3, S3 EXPANSION JOINT BLOCK WALL BEYOND 13° --i r O.H.D. RECESS •'-' I I -1 I � I 1=.I I I� I, .�.,.. °: '�, e� I I 1=1 I I I-�-T, - °... _ I 00 ��1=III '�•.'�_- :�� -I -III_I I ., ' . •.... 1=III= I -II � � III-' III °', I —III SEEA/S30RJ/56----IL�IIIIII jpI1,, 111�1111 FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS // 7 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALAN a b. Q INTERIOR P. 4a a °� . a- b < ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °° E N III- M 6 MIL VAPOR - —T� BARRIER 36" MIN, LAP [36" MIN. LAP] ON 3" CHAIRS 8" 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX, x CONNECTION INFO ��; ° SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM ° SEE ROOF PLAN _ _ _ _ _° a' : ° ° a : °(2) HTS20 III I I III; I_I-III=III=1I1-1I I 11 I1- FOR STRUCTURAL - BEAM SIZE & CONNECTION INFO M l I I ° IIIII III- 2x4 P.T. PLATE d �ns O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ -III III=1 I I=1 I I I III I MIN 7/16" O.S.B. SHEATHING ,III, SEE A/S3/J/S6 4., j + — "- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 .a. O.C. PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .� EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � d. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS e0 z GRAD d ° C.•; FILLED SOLID (SEE PLAN FOR _ __ __ 6 x 6 W1.4 x W1.4 \I SIZE AND REINFORCEMENT) C'3 =III=1 I I A. °• I' WWF OR FIBERMESH T z I w= w = I I I I=1 I I -111-III—III—I w I 11=1I 1=1I1= _ BRICK PAVERS or SLAB PER COMMUNITY SPECS - S o _ " -III=I -- • °• ' — ° z — —_—_' - z_ Q — — — "' 44 4� 14 J INTERIOR WALL SLAB STEP NON-BRG.��K SCALE:3/4"=V-0" S3 FOOTING J -III I I I-=1 I I-1 I f-1 I I I I I=1 I I -III- 0 IL;,IIIITIII111i111�1111,,,�1.,,111=T BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 MAR 2 5 2fl23 Virtual Review assist, Inc. P14es Review completed and apprnyad f6f 0M0114"te with the 2020 FRc 7th Ed tV 0+eh+ra Aaae Mahr PX23 N N O N 6 o g -e N ��' " p N 00 Ln x• w 'y 4 = o w 0 z Q 0 L W 0 q +— t' � iO w U A' co TZ1 •� O � �` a Q O• � � � .N V W QND C W V 5= .0) 7 0 a a LLI (� LLI oal L Wow w~C W�� �2YZLu � Z Q0 2�cc�O���LL00��O Q Q V �o0 ZLLL�0z20�ZQQ awwwoZ0ER00mZ� U . U)OZ LL ¢~Lu wpWH�zWW�O�Q oQ o 0 oQZgg¢ �¢u_ N O O N 0 F- F—I O O aVJLn a L I— DC Q Lu � rfj U Q Q O Z F— z W Jo N O N CV O �? O 00 CD 00 r— "s 00 f� O N Q O r O O N O N 1O (N O N O N O N N O CA N CA O O 6 � O 00 O CV � A O CN p r— p'p .C� O p O O CV p O o L N� i 1 0 N 0 cM 0 � 0 � 0 Cfl 0 ti ' Cr M O J Z L O wv� vV oLd ~Lug I— z Zw~a W�H �m0Z I— = Z �= v Z 3: Q Z� T'I n Z Z � � DaRW >_ cn Z cn O Z T1 �QO Z U V � � 00 M� W � z Q Z Z J Uj N N LAST PLOT DATE >O Dec. 15, 22 z 0 STRUCTURAL _I DETAILS —MONO "SEE ELEV. SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 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 II 2x CLOSURE WALL W/ II STUDS @ 16" O,C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID .�+ EVERY OTHER STUD (3) Od NAILS 112" EXTERIOR GRADE SHEATHING —i FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE • 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCKah-E­ KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. Ilf�alll�It\tt►l�ldll�l��>t>i�I�IF►�il 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("'A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 10 00 . • . .- • ! �!!:!NINE ■■III lii��� �1111 I!ll��i ■ �I ��� II It■ �IIII IRII�� NOTES: 1� 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE, SCRAP MATERIAL ,\NEEEEIIN� Q w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY M1, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR IF MOUNTING LASE DETAIL SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B� 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. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ ❑ WALL ❑ C \ DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ ❑ F[i] ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SFFp q�w 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET fOP a aARAGE 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16 (3) (4) 1 (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER w () \—(2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 54 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 f- SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SP4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d \ �I NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SP2 7 2X STUDS @ 24" O.C. a a —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE-7 l-,� NAILS TOTAL) EA. SIDE OF 4B., SPLICE PICE STAGGERED Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TOYbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON rc-i C 1 P.T. -ATE ouviroviv orz+ SP2 ouwrovry SIMPSON SP1 SIMPSON SP4 10� ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 co M d. d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 Q a 2X8 P.T. BOTTOM PLATE UU 5/8"x10„„J' , BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END LU U �2-16d z< 2x TOP PLATE NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 or,+ 2X TOP PLATE OVERLAPPING I NAILS @ 6" NGGERED 3OLTS @ 24" O.C. 1X 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. Z & NUT 'OXIED A.T.R. Z & NUT OXIED A.T.R. Z & NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 1 Od NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 wl (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. MAR 25 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 i N N o N N LO 00 yLO I �, IY j ;A, "ry ° 4 , ° 4: t. I � x Uj Q (3)L.-= 0 U 0 ( �: 2 V) V -Q 70 f V m -=�:E M (D o Oo"g �-°Q °7 •N LU 7� i cO E CO V CL LU � (D W LU Uj W 0 0 W~- or W9Yz� z Q�� J�OW��VO0 JO Q U Q 1— =ox Z�u oZ2p°°�¢'' ocno goZo2OomZj ��0 Cn o ZLL. _,(Da�ZYWp2Z�pWC ¢�W0g�V5—U Wo2c.�°a Of Ua o �¢U- ' O O N O W � ��a + O < Lr) V � aryii Q Q 00 Z �Z � W �� mi N O N T 0 N O r o k (0 c- CO r ' 00 , — O N O O 0 N 0 (N '+O iN O N O N O N O N O CA N 6 O O O O O N e- C; O "t O � O , (M 'O 0) O C) O r- N O O p N Lo ` >11 O N 0 ; co O 1 4- 1 O In O C4 I O f, LO 00 w Z Z Z O w0E— u.l !n O 0 Q 90Lj 0 EL -� 0(K= LU Q Lf) z zWF- ~ca0Z Q Z 3:J �Z 2W T..I Z Z LL OaW� 2 O■ MM Q Z' z ~Ln Z a0 Z U U J �- 00 �m z Q z Z w J UjCD O O LAST PLOT DATE Dec. 15, 22 z 0 STRUCTURAL J DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 1 EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1Gd 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 10dX3" @ 3" 0/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. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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 NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. 2x4 T ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DE1 AIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° 00 `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1 / ". (2) 16d NAILS - WOOD TRUSSES `° _ 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 0 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 /� 1 Od & (2) 1 Od TOE TRUSS SPANS `7U11� NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ (1) ROW () (3) 2" x 4" LAMINATIONS W/ 1 ROW " () (3) 2' x 6 LAMINATIONS WI (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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. e � IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ;ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" :NAILS EA. SIDE JT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION (2) 12d TOENAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS 2x4 PANEL BLOCKING1. 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. (2) 16d NAILS 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. CJ'S 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE ' 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION LE TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -/ FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU d w 0 o 0 v z o w Q O C7v o � 0 d w — — Q Q o T >� cC G ----w o o T g w 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 rL*_� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MAR 2 5 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 �4rFr �7 _.-T4 N N N h0 r"a..N- �, �a LO 00 .`r �x .. a 0 G'1 LO Qa w w o Q LO i CD R � W `O q, U 0 M � a- coco 5 N V U.- -0it •- - M co E } 0 B c 0i (U O,Q . N w 0- C 00 E Q� LU w � U ui LU wl—Q 0.'2J �¢�¢ z� z W o 1 0_j 0 Q U X O0 O ��0 00Z 22MZZ¢g p U0 Z 0 Fnww 0-<0 ¢aW0yoz Wo��oQ LL o� o 7) oz a L Q O F Q LL g N O O fV OW 4 > U') 0 O `M O Q L M Lr) LL Q W Q Ln 'e a- aUa00 z� z � W Jo l� N N 0 N i 0 N 0 0 00 co 00 00 .� o N O o CNI CD N N s0 N O N O N O N O N O N CD ' O O r 06 0 N M 0 4 O O O O O O O O r N 0 O p t .N N'n U` ' L > 0 N 00 M d- 0 lf) 0 C4 0 r-- LO M co0 Z Z vV +-+ Wow> O o O� L_0 ozo Q 0=W oIL z zOe�-� � Q = co 0 (D O ?> J Z 2 �2ZW TI ZZ LL (jow I\ OQ2z 0 Q ULnzz z 0 ry. Z U U � o O m z Q Z z J W '^ CN o CN LAST PLOT DATE >0 Dec. 15, 22 z Q STRUCTURAL _I DETAILS 12 I INSULATION BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTIvi D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O,C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING —1 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cn FOR MORE INFO w in 16" O.C. 2X S.P.F. STUDS = W/ (4) 16d TOENAILS TO TOP PLATE O co 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d F � w 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 :5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE 4.A . BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL c E N co I - IT 6x6 W l AxW II A --� WWF OR FIBERM 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) 9 4"x4" INSPECTION PORT AT Er w 0- EACH FILL CELL TYPICAL a a AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �4"to 6" BELOW GRADE d v a FINISH GRADE ,' II 1=IIIIIIIIIIIIIIIIIIIIA I —I I-11 1=11511 11 d d 11 I—_ I —1 I —I 1 4I I —I 110 1= 'H-IIIIIIIIIIIIIII IIIII <` 111111111111111- „I 11 I CHAIR E I I i" STD. 90`HOOK (3) # 5 REBAR ON 3" (SEE DETAIL) W/3" MIN. CLEARANC4" 1'-8" TYP 2—STORY WALL SECTION SCALE:3/4"=V-0" S6 o SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDF,,. 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e / 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- - - 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION li (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d -- 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 4. 11�1=1�1= I I Ilil= `�• :.a ' I MITI Il i l I l l- (3) #5 CONT. ON 3" I 8" l V-8" I 8" I CHAIR W/ 3" MIN. 1 CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. w W _ O B 15132" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D n SECTION X-X IF L NOT FULL Q HEIGHT SHEET- U) Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w _ SOLID 2x C BLOCKING @ ALL C SHEATHING O) EDGES (SEE OPENING SECTION X- D U C x w xLU E F 2x STUDS w BEYOND. N SEE PLAN 9 0 U) ' --2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/81, "S" = NAIL SPACING S 3/4" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X T�7 SFF �O�li N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT a) PENETRATE SURFACE MORE THANYa". z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL t7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z Il = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 Dt NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. � o w/ 8d COMMON NAIL J LU LL O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER Y ¢ O in �h-OOun w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z w LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — U) w 0 MEMBER IF GABLE END NOTE; 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP, P.T. BOT. PLATE AxTF,Q� 0, i FLOOR TRUSS / �RFAM SEE PLAN FOR REQUIRED) CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#,) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d n: CV .a M -III—III—III II4. III II la IIII 4 II d (3) # 5 REBAR ON 3" CHAIR 4" 1 _g W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF, @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. W FINISH GRADE Virtual Review Assist, Inc. _ C? Plans Review completed and appro d — I o z fur compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CV O LO 04 LO 00 " S, <>> a LO 4# 1a0La- ' gg Q �..r 8,',.a s o^z p.m.. ^. Z LCU i ♦a.� - O LLI CC Z Q 4 L > _W `O U %\' �M� ` U)4—ft'' } ° 02 U a V) 'd- M V s O U < • .0 U w iZ. c74 nN, W L. p E _-' .) OL ,i I LU W ° L vS LU p H- Wes¢ W2_ xgQ-zm Z JO Q U QO����O����UOOL'- ��0�o�o�oo1 1V C1' 0 0 fA Z ��a>zYOZzLL 0Uj DDa ¢~w0��F—gWo¢ U- N C! O O N _OW U) � 11`*�% H tO O 0 co Q U M � aWQLn fyi d ­4 < <00 z�F- Lz W_j o l0 N N 0 N r O O U 4. 0 CO � r-, � N O O N O N 'O j CV C:) CV C:) N O N N C ) N 0') O o "rI O r Cb C) CV M CD co O o CA ;O 6 CD C) r- C) CV o O ' N U)°' L � � C:) Cl C:) C'i C:)0 d' 6 0 CO 0 � CO(n Z Z o oWa) Uj 5; O O Q c,oFy0 Q Qa=Q z ~m0Z oOiwZ ZW Cfl w I\ O_j2w O 00 U�ZW z �Qo L Z Q U O O"J �m z S6 Z Z W LOC) O LAST PLOT DATE Dec. 15, 22 z 0 STRUCTURAL J DETAILS —MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER To PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX, 8 DO NOT DO THIS "x BOT. PLATE W/ (2) 10d @ " O.C. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 #5 REBAR TYP, ( ) 3/4" PLYWGOD DECKING GLUED ATTACHED WALL SHEATHING TO j 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS „ #5 REBAR (TYp,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4 O.C., 2 ROWS STAGGERED !' N o �I TAPCON @ 16 O.C. & 4 2X8 TAPCON. INTO STAGGERED @ 16' 1x8 P.T. FROM EACH END w/ MIN. 1X8 B K SPACING „ O.C. 2-ROWS INTO �a r LO PER MANUFACTURE 1DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH n 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS TD. 90° HOOK (TYP,) 2x BAND JOIST W/ FACE NAIL 10d r? � •'��,, - R �.. ,;, >u 1x4 P.T. & 1x8 P.T. 3" DETAIL STD. 90^ FILL SOLID HOOK @TOP & BTTM CHORD, AND (8) ° ;00 STAGGERED @ 12 O.C. BOTH CELLS (TYP.) FACE NAILS 10d @ TRUSS VERT. (H ' } 3/16" x 3 -1/2" DOOR JAMB REFER @ „ 1x4 P.T.( TAPCON 16 TO PRODUCT WEB METAL SEAT PLATE 4d z uy 4 s m ` � €.� _ - F (Y ¢ O.C. & 4 FROM ( 1/2" DRYWALL �� DOOR JAMB REFER APPROVAL FOR CONN. 1x4 NOTE: LAP SHEATHING TO �, 3 ,� � • �.� z w DOOR JAMB REFER EACH END W/ MIN. TO PRODUCT ( " APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" BOTTOM OF BAND _ TO PRODUCT JOIST TYPICAL: �' 0 e, •. x 3-1/2 TAPCON 16 APPROVAL FOR CONN. �° 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH '�. A p TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING w 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ±2" NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS x 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1AN2 3/4" z 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE TITEN INTO K.O. BLOCK ¢ +5^ FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP N 0 o o SCALE: N.T.S. SS 08 SCALE: N.T.S. SS INFO SCALE: N.T.S. _� ' p m ? i, }Ln SEE TYP. 2-STORY WALL SECTION FOR ADDL. N V -0 a- 2 Cl) E • L L u o 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION = UPLIFT CAPACITY 805 #FOR 1 STRAP p 8 a Q ^ W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS :•' ': FILL 15c4000RSES .- .= U p EMBEDMENT INTO BLK.) 1/4" MAX 2''0" 8" SEE ARCH PLAN AND '' �. SOLID W/GROUT :• N V w QN (U E „ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS PIKE-ENG TRUSS DESIGN `� SEE NOTE 1 BELOW a L o � � � � a � BLOCK HEADER ARCH BLKG. & BUCK H ""' : > :':: ° , SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS _ -_ r ~ 1/2" DRYWALL �c '; SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl 16 16d�_ ( )� �LL-- 2k SUB FASCIA 8d NAILS AT 8" O.C. AT BUCK 2..- `. SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) I - --. _.., . ALUM DRIP EDGE LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 45^ DIAGONAL (4) 10d NAILS !NTO `. ` '`'' ';;'- :•.>>:::.. " t, ; `` BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED .... , , .` ::• ;-.;,;,:.,:.:;. . •:::;•. BOND BEAM OR CAST IN PLACE BEAM BR WALL TYP- I ... ALUM FASCIA 1�EB PLAN I - r 1.314" TRIM PAINTED v FOR OVERHANGS BETWEEN OVER 1 1/2" ARCH PANEL CUT HOLE IN C.S.B. FOR ;. I - _ S MAIL 511'' HEAD CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. ° y F CHA:�I IFi ""w 24 FURTHER INSTRUCTIONS, ° ` '" •'' SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL FAS �I+IEGPER IEIA NOTE 2 BELOW - CONT VENTED OR SOLID'SOFFIT •'° ' OVERHAN •... �. CONNECT W/ 8d NAILS BRACE/BLKG. CANT 2x4 NAILED TO BLOCKING NAILED TO TOP ' N.T.S. LOURING 2-1;`d NAIK.. (k`I CHORD EVERY OTHER TRUSS <. ....:, INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG, (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN NAILS, TYP. ( ) RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 0 L vi W p � 0, W 2 Y o W a W Z INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU _.._-___ �_ 1 G. i BUILDER. TO VERIFY'; PRO FIDE SOFFIT MATERIAL SPAN CAPACITIES EASED MATERIAL ON THE DESIGN gRL SUR£.S SPECIFIED FOR COMPONENTS AND CLADDING, � FOR OVERHANGS BE 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4Y2' WOOD O SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / LISTED IN THIE DESK _�N CMTEI�IA. C,N HEET SN_ 2 FOD SOF=IT A�Acij l taT T WALL (PER ALPHA PHA ALuN_ INC. I L# 16544 R FL NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. W W (� W Q U Q W � Z o ¢ a .. a go O [Y u U O 02 - O ? o x Q Z o Z 2 o o � Q � o 4' MAX. RAID. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ PRODUCT APPROVAL) F CHANNEL f A��TEN� D' TO, - CMU 1 T NAIL 097" D @ 24' O` A,. w/ M! " MI EMBEDMENT I- � � o p U' o cn � � o Z o E o o m � ; � ; � W W � � � � ¢ o � m Z Z O SCALE: N.T,S. MIN. 4" EMBEDMENT AT 16" O.C. 12 t )1S A. a,i°4 1r4 ROWN TAPLE u 4 I�1AX. G.O. IN DIAI c ID �� �� I -� 5 -� O Z LL J¢ o y o z O W U a ¢ o Q j Q Y o Q Q SS JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN.....- 2x6 #2 SYP 24 O.C. PATTERN RN SUB FASCIA iih 16 G,A ,4 x , 4® CROWN TAP E-ACH GROOVE - INISH FLO o ¢ O � ¢ • 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN, B_B ROOF SHEATHING ATTACHED / STRUCTURAL SOFFIT SF01 ° P � : y EMBEDMENT INTO PER NAILING SCHEDULE - )FORALI-IINU1 SOI<F�ITS ITH SRA#NS SCALE 314- .I..A ° .. °u 1/4 MAX 2 -0" 8„ -1-0R REV. ID.2e.- �IK 4° , III L MID SPAN BLOCKING PER P :D P.. a D #5 BARRED O BLOCK HEADER 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK (5) 12d NAILS SIMPSON H2.5Aw/ 10 2X6 TO 2X4 ( )REFER 8d NAILS � E SOFFIT FL PA INSTALLATION C�RITE IA THE TO I'IR+I3CT APPROVAL «flR [I+iSTAI<E.ATI+I DETAILS: 10" e ° CENTS W/ � , .' "du IN TOP o ° _ _ � Ig ,' KNOCKOUT / c4 N z W / ° CHAIR BLOCK4 8d NAILS @ 8" O.C. AT BUCK _ _ _ I I— I I— ° � = p 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. PROVIDE 2 x 8 DIAG. BRACE BTWN-,PROVIDE VERT. BRACES WHEN HGT. OF 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END --- (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x CONT. W/ (3) 12d NAILS - — MONO FOOTING - _—_ D •'ue SIZE AND REINF. PER PLAN I — °A V) � M p I"- M Ln BRACE EXCEEDS 24" LEAVE BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY X (2) 10d NAILS @ 8' O.C. OVF AND SECTION DETAILS -I I Q _I W A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 RN TO TRUSS TOP CHORD qN ° CLEAN FILL J, ° P Ln 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. + LFN + + CTy PLYWOOD SHEATHING DIRT z � Q Ln M �- 4'-0" MAX SEE PLAN + + ° STANDARD o '-q BUILT UP PLWD. BUCK- °. � SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL SYP #2 CONT. (MATCH TRUSS DEPTH + + + #5 BAR IN ° 90° HOOK iv Z V Q TO FIT ARCH CONNECT W/ .L�;;�42X4 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + + BLOCKING AS + REQUIRED FILLED CELL , a ®� ®® , - ® ®Q a ®° v o o '®, Q o ®®LU W J INSTALL WDW, SCREW ----"----' CREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAID, GABLE ONLY, CORNERS WALL USE 2 1/4" X 3 1/2" TAPCONS AT 16" () TO SUPPORT TRUSS + SOFFIT ®� e, �. , d ,. ®, a o „® ®. a ®�. �. , ®,. ®. O ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. HIP, + + + 2X4 STEMWALL FOOTING SIZE AND B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ENTRY L SYP : ® REINF. PERLAN AND STEMWALL NJ SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS EACH TRUSS MONO TO STEMWALL FOOTING SECTION DETAILS N AND METAL ROOF FINISH SCALE: 3/4" = 1'-0" CONNECTOR 0 N GLASS BLOCK INSTALLATION NOTES SEE LINTEL NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, 0 A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY SCHED. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. No AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ENTER SO IT EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR PRECAST LINTEL o + D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL SEE ELEVATION DRILL 3/4"x5" MIN. HOLE SET BAR IN 0 co 00 R O 0 N 0 N O N N 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE 2X2 #2 P.T, MIN. FOR OVER HANG EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP W/J-CHANNEL SECURED (MAX.MAX4'-0") 0 0 0 o 0 0 0 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL @24" O.C. FASTENED TO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT N N d� ¢ N 0 N 0 N N N REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR CMU W/ 3" LONG T-NAILS @ MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") cN CD 00 N co o BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED „ W.W.M. AT PERIMETER 24' O.C. d ' r- - O o O T- o cV COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. SECTION ROOF EXTENSION M , #5x6 EMBEDDED INTO EXISTING BOND BEAM O O ,.0) ' O O r r O 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 OCCURS TOP WITH MIN. 3" COVER SCALE: 3/4" = 1'-0" SS z O o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6.0 F.F. ¢ FILL CELL FULL HEIGHT W/�17?� L OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP 2 v NON SHRINK GROUT. N W > o C j °0 I' prj O o L6 0 � 0 ti ° ow w A !` z THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - ':�; :'� o � � _ _ _ _ I I=III=III=III=III=III= , o - - - - - - - - - - - - g . �—I � I I � I —I � I, ,—,III-III_ SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - FLOOR PLAN FOR „ MORE INFO 5/8 DIA. ALL THREAD ROD w Virtual Review Assist. Inc. � � a 1 Plans Review com leted for co P and approved g m lian � � P ce with the 1 #5x6 EMBEDDED INTO 010 FBC * PRESS PANEL REINFORCING INTO PLACE. „ P E 6 MIN. LAPS LIC W/ I —I I I-1T_I—I 117 D III —III —III- _ _ - EPDXIED w/ SIMPSON "SET „ �, EPDXY MIN. 6 EMBEDMENT & 7th Edition z h ►tlfln Debra Y a - Anne K , EX TING FOOT NG l IS I IN C. co� W U) ? z - w c� * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - - REINFORCING PANEL SMOOTH. DO NO FURROW. - I-111-II1- ° 11 �=1 11=1 a 1=III=1 I �� 3 MIN. EDGE DISTANCE ¢ _ cn o FILLED CELL M DRILL 3i4 x5 MIN. HOLE '+� A--� Q W V LU F- - U H > -- m 0 � � F PLACE FULL MORTAR BE T RE E C UD FOR JOINTS NO REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP . GRADE u. oi�� �L 1 - ° SET BAR IN EPDXY +w:'=:: O L� I— — I- ¢ O � w G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: Cl) ° ° . L Z ~ H- REMAIN FREE OF MORTAR, H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES, z \ r p Q F- co w ¢ O= TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT _ H- Z 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 \ ' (2) #5 REBAR. MIN. 3" z Uj WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MGRTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION Q i' ¢ w O 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BE I-WEEN EXISTING FOOTING � �- 2 Z X Z z GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. w O J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL Cfl 00 U�Z a w O 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 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING SCALE: N.T.S. '`1' Z r-1 z 2 ¢ p U MSTAM STRAP INSTALLATION OF GLASS BLOCK. g SCALE: 3/4" = V-0" O 0 IL W � z Q z J W LO"� / QU O LAST PLOT DATE Dec. 15, 22 z Q STRUCTURAL J DETAILS—RETRO FIT SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. VVMLL ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT r A MAINTAIN BETWEEN 4" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT \RS IN WALL 2x12 SYP R / BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC, W/ 4' X 2 a' TAPCONS @ MAX. 32" O.C. 'IEW "A" SCALE: 1" = V-0" 10 I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" 2x4 GLUED AND NAILED 0 SECTION D-D 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING K4B MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO / NAILED TO STRINGER FRAMING LS) 2x4 DRAFT 2x12 STOPTREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2 4' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "B" G.1 SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM- 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST STOP tiN r PER CONTRACTOR 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING FOR STRAP FOR STRAP / OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST R ORW (SIM(14) PS MTS12 MTS12 w/ BEVEL GLUED AND FROM JOIST TO JOIST. USE OR 1 16" x 1 NAILS) NAILED TO SUPPORT W/ SIMPSON H3 ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. / @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "E" 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS x4 GLUED AND NAILED ro STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B H H SECTION VIEW E SECTION VIEW SCALE: ' = 1'-0" _ SCALE: 2' = 1'-0.. 3/4 PI ON D AN I FR/ 2x4 Di STOP 2x4 BL SCALE: 1" = V-0" SECTION VIEW "G" SCALE: 1" = V-0" NEWEL POST BLOCKING 0 1 /AIM kaUIVO I MUU I IUIN UC I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10d x NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = V-0" MAR 2 5 ?gp Virtual Review Plans Assist, Inc. Review completed and pay cImphance with the approved 202A F9C 7th Ed'ti by pebra Anne Klahr PX2300 N CV O N Lo 00 1 tt C. (» • Y Z t .. fr, w .. _ O w M ¢ nN > O o _W L o I u tNco MMIME to M, U _ - 2 0 m U O 0 0 0 LLO D Q i U�° •nN` Lu QN W L 00 E CD iD O'L Lu W W ow u� wOF- wHQ =2� vfQ~Z� Z ¢ D- O u U 00 0-j 0 ~ J w I-- 0 CyU�w0ZpRoom-oz cn [Lu5ww =zn ¢ zLuWOo�O O Q<<0Lu Q OOQ 0 � cl < LL F ¢ LL O O (V QW >U.)Q0o z . o Q L) J Ln PL LL Cam/) N W Ln ryi >_ Q Q 00 z � I— W w -j C) N N O N r O N O O Cfl r M r M r O N O p r O N O N O ±CV O N O N O N O N O O) N O O O r O r Op O N r M C � O r O O O O O O r O r N O O p N L > r r CDC N M4 O O Ln O O O ti U M (� z z O � w �I1✓ v� O _�o20 ~�wg CL Me �Co0z CD uJ J Q !' Z 2W (Y LLI pp O U�ZC, 0-W O z T,, �¢o ■ z U a o � C z Z z w J wO � O LAST PLOT DATE Dec. 15, 22 z J 0 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE, SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY, 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OThER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + VERTICAL LOAD APPLIED HORIZONTAL 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 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4AST-4#9q" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20.OB 8F24.OB 8F28-OB 8F32.OB 8F8-1B 8F12.1B BF16-IB 8F20-IB 8F24.18 8F28.1B 8F32-IB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 T-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 14 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'4' (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 1 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR I NR I NR I NR 1 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 w/ 2" RECESS DOOR U-LINTELS CAST-CRSri SAFE LOAD - POUNDS PER LINEAR FOOT TYpE LENGTH 8RU6 8RF6.0B 8RF10.OB 8RF14-OB 8RF18-OB RF22-OB RF26-OB RF30.OB 8RF6-1B 8RF10.1B 8RF14-18 8RF18-1B 8RF22.1B 8RF26-IB 8RF30-18 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 1 6639 8060 1 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 19 9311(19 „ 5 -10" (70) PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 (39) 7402 19 8706 19 6-8" (80") PRECAST 727 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) 7-6" (90") PRECAST 669 755 1490 2459 3776 1 5743 1 7239 5623 755 1490 2459 3776 5743 8998 (19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 1 999 1568 2253 3129 4150 5891 (47) SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS C^=-4Rrn SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 1T-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,W,'44194 , ^� SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. CMU (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-Cisrn SAFE LOAD - POUNDS PER LINEAR FOOT TYpE LENGTH 8F8.1T 8F12.1T 8F16.1T 8F20.1T 8F24.1T 8F28.1T 8F32-IT 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 3'-6" (42") PRECAST 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 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 3897 4498 929 1492 2093 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 %24192959 3498 4038 835 1340 1880 3498 4038 (90") PRECAST727 727 23 1021 1634 12 3039 10 3508 97'-6" 1166 1634 3039 3508 9'-4" (112") PRECAST 591 680 113315 1471(151 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 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 1218 14 410 420 709 1 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 (8) 1057 14 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 (D 142 230 369 531 713 7 903 (13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 , 137 221 354 508 681 (7) 861 13 997 (13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 (7) 756 (121 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4As7'-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T 8RF141T SRF18.1T 8RF22.IT 8RF26-IT BRF30-IT 8RF6-2T 8RF10-2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 7'-6" (90") PRECAST 506 797 1 1462 8 1952 7) 2442 (6) 2931 6 3257 506 967 1 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 (15 1640 (15 1980 (151 2322 (16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS 0 0- Q c c c 0 0 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8n-1B ° 4 oo° >- C 0 ° °a ,Q ^ - 8" PRECAST LINTEL W/ (1) #5 HOR CONT o c BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED Q ALTERNATE POWERS STEEL LINTEL t#5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. > G Ln �= o ce ° uj u a #5 REBAR AT o . O � a ° BOTTOM MIN. (1) 0 ¢u0^ REQ'D Ln . 0 m N a o w R 16 GAUGE POWERS Ln n a ° STEEL BOXED Wa LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a� Z _ - C.M.U. ¢ 0 Lu 00 z = GROUT `.° Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY O C BOTTOM REINFORCING 7-5/8 ao-PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J �QUANTITY OF #5 NOMINAL HEIGHT -� REBAR AT TOP (2) C ) UNIT '1871- 1ST FLOOR PLAN 1/411 /4" = 1'-0" O O MAR 2 5 I Virtual Review Assist, Inc. Flans Review completed and appro .,r compliance with the 2020 FBC nth by Debra Anne N(nhr PX2300 N N O N .,4 N' Yob - <�' ";•Y LO LO e >e �9... m `0 p d m° x W - Q ^N > ON 0 W L -= 'O O M N d tiM� 2 O Ci m rn N u M O * , CDO LL o - Q •N .0 w 0 QN W L 0c) E";;.9) 0 3 s i LLB (� w LLJ Lu cn W O H W N~ WSJ W�YZW Z ¢� Qa f- J�O3WWLLOOLL-O ��ogQz"O-zno"�-QQ Ou)x z=) v U' 0 L Z LLJ0ZOw,Oo° -j(Da>zYOZzLL0Lu (L <0uj � WW02VOQ Y Z ¢ OQ 0 O�¢LL O= N O 0 N z LL1 F--I z ,>-�L'r)�0 0 M C) a J V) LL W Q Ln ryi <U<00 z�� LLB W -iC) l0 J N N O N O i N O O - co CO OD �- 00 r O N O N O N �- N O N O N O N O N O N O N O N O N O O � O r O c- Op O N M O d 0 0 0 0 N 0 O Q L N� i o N 0 M 0 d 0 0 CO 0 Cr M (f� z Z W o vV f0 o� Q �o�o Q oWLU u� z ZLuP =m0Z v Z 3 J Z T-I Z Z LL CO Lu I� O-12z 00 U(LZUJ U) z ,-I �Q o ry �c g z0 U 0 00 Q Z Z w W Lo O O LAST PLOT DATE Ds3E9 ��j� . . z 0 STRUCTURAL DETAILS J A, B (L) ,I I I I . I I 1 11..11-1 r r - --_. __..._. ___ _ .. __._ _.- _ 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)#51- (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2-10" 1 -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 5114 4-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2038 3722 3722 3598 3598 44' 3-2" PRECAST (2) D4.5 WIRE 2) No.3 1566 2859 2859 2772 2772 4-8" 34' PRECAST (2) D4.5 WIRE (2) No.3 1453 2654 2654 2574 2574 54" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6-6' 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1 1167 1167 1152 1152 7-8" 6-4" PRECAST (2) D4.5 WIRE (2) No. 4 619 1 1130 1130 1115 1115 8'-0" 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 Tool 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 1 V-4" 10'-0" PRECAST (2) No.3 (2) No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 (2) No.5 329 1 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 (2) No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 (2) No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2) No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 473 473 328 455 (2) No. 4 174" 16'-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 357 357 254 352 (2) No.4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand+ 256 256 188 262 R N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" �j �j DETAIL "C" DETAIL "El" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTTY OF #5 BARAT S-SOUDLINTEL I LOWER LINTELCAVITY [I8x]16-P-1 L/1IU1 NOMINAL WIDTH) J `QUANTITY OF #5 BAR AT NOMINALHEIGHT UPPERLI TELCAVRY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 1 5402 5641 6-6' 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No.4 2831 2831 2651 2811 8'4" 7-0" PRECAST (2) D4.5 WIRE 2) No. 4 2625 2625 2421 2607 74' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1l'-4" 10'-0" 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 12'-6" 11'-21 PRECAST (2) No.3 2) No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 1419 1419 850 1347 No 4 15' 4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No.4 174" 16'-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No.4 1174"4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 1035 1035 478 936 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. (2) 7116strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 642 642 306 599 TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 CLOWERLINTELCAVITY [8xl 6- IP-1 L/I U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12LL RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DFTAIL'DE' &'DF' DETAIL'DG' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'4" 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" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 6 4" S-O" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 4' DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BARAT S -SOLD LINTEL -] F LOWER LINTELCAVITY [8xl 16-P-1 L/1 U] NOMINAL W IDTHJIJ � QUANTITY OF #5 BAR AT 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 CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F DETAIL'G' 2'-10" 1 6" PRECAST (2) D4.5 WIRE 2) No.3 10000 10000 10000 10000 3'-6" 2-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 10000 10000 N-O" 24" PRECAST (2) D4.5 WIRE (2) No.3 6766 8225 9200 9445 4'-6" 34" PRECAST (2) D4.5 WIRE 2) No.3 5104 5671 6345 6345 4'-8" 34' PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' N-0" PRECAST (2) D4.5 WIRE 2) No.3 3428 3727 4091 4091 5-10" 4'4" 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'-2" PRECAST (2) D4.5 WIRE (2) No.4 1992 1992 2112 2112 7-8" 6'4" PRECAST (2) D4.5 WIRE (2) No.4 1921 1921 2035 2035 8'-0" 6-8" 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 V-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9.4. PRECAST (2) D4.5 WIRE 2) No.4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 (2) No.5 1074 1074 854 1121 12'-0" 10'-8.1 PRECAST (2) No.3 (2) No.5 992 992 751 1035 12'4" 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 IN-O" 12'-8" PRECAST (2) No.3 (2) No.5 804 804 529 838 14'-8" 134" PRESTRESSED (2) No.3 (2) 7116 strand + 1207 1207 605 938 (2) No.4 154' 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 (2) No.4 174' 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No.5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand +(2) 607 607 317 601 No, 5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 524 524 277 526 (2) No.5 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 DETAIL "E" DETAIL "F" DETAIL TYPE DESIGNATJCAVr1 P- PLAIN LINTEV r QUANTITY OF S-SOLIDLINTEL -] I LOW ER LINTEL [18xl I6-P-1 L/1IU] NOMINAL WIDTH) J `QUANTOF NOMINAL HEIGHT UPPER REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2) No.3 10000 10000 10000 10000 4'4" 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 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6' 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2) No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 1 2384 1884 2371 11'4" 1 10'-0" PRECAST (2) No. 3 (2) No.5 2082 2082 1590 2082 12'4" 10'-81, PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" 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" 12'-8" PRECAST (2) No. 3 2 No. 5 149D 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 174' 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 (2) No. 4 19174' 18'-0" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 1084 1084 615 1095 (2) No.5 (2) 7/16 strand +2 20'-0" 18'-8" PRESTRESSED (2) No. 3 1008 1008 573 1048 No. 21'4' 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) 7116 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL I I LOWER LINTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTHJ1J `QUANTITY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" 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 #5OU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4-0" 2'-8" 2'4' 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 44" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (21 No.3 2990 7025 6382 6382 5-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 &-4" &-,- PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DY TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITYOF#58AR AT S - SOLD LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINALWIDTHJIJ �QUANTRYOF#SBARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REIN FORCEM ENT-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 WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) 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 (PLACED IN FIELD) 2" 2" CO ��4 Lo L�-*� rN 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) 05 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEESCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. 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 INJ"2(" (SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN °O" STIRRUPS AT 4'-0" cc MD OR WELDED) TOM BARS SEE SCHEDULE M N. 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 STEEL LINTELS E L GRAVITY I GRAVITY I UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL? (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" - PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 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 54" 4'-O" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'4" PRECAST (2) D4.5 WIRE (2) No.3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8627 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE (2) No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'4" 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 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2) No.4 2984 3021 2320 3118 1 Y-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 (2) No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No.3 (2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 2413 2413 1338 1974 No. 4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 1T-4" 16'0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2)No. 4 19'-4" 18'-0" PRESTRESSED 2 () No.3 (2) 7/16strand + 1348 1348 753 1330 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand +(2 1254 1254 702 1271 No 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1023 1023 576 1121 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No, 5 898 898 481 947 DETAIL"0" DETAIL"P" DETAIL"Q" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANT17Y OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINALWIDTH' J LQUANTITY or #5 BAR AT NOMINAL HEIGHT UPER PLINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE 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)UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 44" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5'-6' 4'4" 4-0". PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 6 4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9' 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION S - SAID LBV EL I LOSER LIL�rf�EL CpV�ITYAr [ 8x1j 6-P-IL/IU1 N&IOL WTHJIL9lIAP)nn OF #5 BAR AT OINAL HEM4T UPP R LINTEL CAVITY FR \ ' / \ ' 7 O (D O O UNIT ' 1871' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8L'x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLIDSOLID #5(1)U(1)L #5 ( U (0) L #5 ) U L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'4" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 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" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 97-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 39 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000. 4325 10000 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 6'-4" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 6 4" 8'-01, PRECAST (2) D4.5 WIRE (2) No. 4 552 2996 183 2844 TYPE DESIGNATION DESIIGNATION 8 - S9LIB LIPdff1 I L9R I.$1.Ta CAVITYAT [ I8x1I6-P-IL/IU1 PEAL YWHJ J L QUANTITY TY 99EL#CAB�AT D IAL FnaiT TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BARAT S-SOLIDUNTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/i U] NOMINAL WIDTH) H L QUANTITY OF #5 BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY 3 AR 2 5 ?®p3 Plans DUirt- keview Assist i for com 'view completed and a c. pl+ance with the 2020 F8C jpaoved by Debra Anne Klahr PX2300 Edition SAFE WORKING LNLS L LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'4" 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 7'4" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'4" Precast 222 772 10'-6" Precast 156 600 1l'-4" Precast 132 651 12'-0" Precast ill 593 12'4" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'4" Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 10 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N N LO N y 5eq1�"a' LO o A 00 LO 14 C n° e �4-Sy 9 C'�.� s• p 8 .' 6 ., Q Z w "'.., 0 i rg W Z Q 0n` (D LO \IJ L 'i 0 o U r) m no CO � } to cco Ln m A� 0 r W 8 o � o 0 0 u- o o Q UCj° •Ln LLJ QN CL °'a V) W LLI W �� uLU j W0� LU W H Q Y Z M z Q: g J w 0 0 LL V O Z J O Q V � n W 0 Z 0 W 0 0 m Z z¢ V LU LU a.0zYozzL`pW0 0 z CJ' cn 0 z �Oa ¢la-W°��V5 wamU OW o 0 0- zM H Q LL f a 0 O N OW 0 Q U M � 5' v) N zF-�aM Lr) V Q 00 Q>- z I- z 3: w Jo N N O N 0 I N O O 00 CO 00 00 O N O O O N O N O N O N O N O N O N O N r & O I O C6 I O I Op O CV A O 1 O O O O O i O O Nr o O 0 'L 1 N �- O N o ` M O d O LO O CO O fl- Cr CC)M Z Z O 4-0 WUr� �W(n O Q U0�� Q 0 W LU z Z WF-¢ w ~ �- = m 0 z �.. V Z J a Z w J TI ILL Z Z 2 001 0ag LU O Z 1"-� ;. Z Q O z - M U v g O O � W � a Z Z J W N O LAST PLOT DATE Dec. 15, 22 z 0 STRUCTURAL DETAILS J �L) rLY-7 �Vuawg"ff filliounfinAj Aradebits x 4-1 "2'x 2-12' See Amhor Schedule nomi. -rm wathar; / 5dillim-Lorkling E Ittili" 5" DInt" awagaur "Poo Ifint, wa afteli Back Cross Support ,May be r (it te) W) ge) R10t Bracket OoGau.c Srresrrs ' h1c Unit 5,cAturo Edge Hurricane strap (T/fric-4 3 irit front) Frcmt C-ross Su Idpw ,6vl Ss f(ivi =ecurt to W) #14 Self-DrIll Ing screws 1hru Wdtkeil fiarrkCrm Supporthito A, Unit Rattiorrit Side (T*tA,, a oach side for hurri ids) Florida Departmeri: of Business & Professoriat Ro"ton Pegs I ON Building Codes and Standerds Mini ProductAppmoval Applilesillon DOWN 7� Tul M se M: 110 Emi$libe me& Yam[ MmigmiTA 'Y.OM $(IwtI I &22VA lima A-lemidioin 2M smirri VOM F,*Otag, I-- "Q?,W Gi ne,mes F. Ncruo P I- Lmkt B*Wder PE. 12MMM 12MM020 120IS-20 Appt-,ed canowauuntunig Ccarporrfro (O77)441-OM Fsr7s77 6 1u4)3OO-1806 *gg9W*F rr - Fir.44-n 1ffW*&C*d as 0. RM11 of N14, T6470i.4-117, cerni 111.4sed, EAudian Report Rare . HorM RielluizerFil Anthiteavi-% U.Invk Florida Frokialonal Frigirieff awl QuiflilrAnswer" Cargoes Q;akaffianuQ4W�W nurgrOvedfon, Use Awrov*d puwadm for U" miggg Rio4aft Dendan elizzising I ftleftv� Lower XTSO.-sl?m DU. Fe-1- Fi-,d -d W t- Vent 12GInV73 Y_ Y. MIA Free :100 2 "OnarlNeol A"540-sil F.Res. Rendrd VfR`2Uw]on Viet I Mir M_ y" Yes NrA 'tWiMe 3 ft~ Motbi IrRunwrodRorde,"A 1 W11211= Y06 y" WA 4 Smawam model SIOX[Foul 12131flm Yas Y. WA Rrnir Re 91 Sman"A'Rha 1 24311PIM Y. Y. "P.k RUA ii; smartVitot mom w4SS0 6AW WQ Awsord Fww Vert I WIM321- Yee Yet I'Alk JCGA iian I Onati Won VM5*0w574 14,594JO QN%9*04*rFbQdVun1 12G1110-1 Yee, ye, NM WAI Florida Department of Business & Professional Regulation P-pr KI Buld ng Codes and Standards 1,14001 Product Approval Applicatim Detalli Coda Kokat am(, 990 there polixtria 211 TXN Verinter, maretagwing lawiw-LLUM Vallidatiod By Mideast *wow EMADOn�w arm-- R,M.I. 202C Orbyti RuSals, rota J9501, lRrwrmft Zbrobary R. PiKet Lotkt Soedon P.E.061-612020 0a"I"DOb osy2ont,20 i W1 3a 12211 ApPr-iiad clattery: Fiddling l50211431511 P&74rR aR,ij 100-IDDO Igracirogurbir witue Ruled 00114men"' Merbied: P�"Stlmi Report leen a entire Repetition ARturrid " 9 J-60 Ved Pierce ProeseMo Snoi Amermillff WVAi ==-fiodi ft2glutt QK2left" sgutvAAQIUua2o Iat= gywaulm Boom Y-32gil.- 5y"" COIC 1001"IX ow DUG Tr5S ow 7005, 12131, 1702 5 Y" Na NIA 10FIn 00I 5V Florida Departmen! of Business & Professional Regulation per Z a 4 Building Codes Ei:id Standards product Approval Application Detail LO yeteign leamutili 22"Wo gollore 2f I Ui V0911i --migated §y_?ffjW EN A.99"I :is iA;Gadw.n RaIisline, 020 Thermor-Tru GoPaliato- Rbeielespersun i F. Sdinneleft, P E Ryan) King PE. 0411Sr_1rz`r 12f31 rA 20 W,12R2021 060802�= Approved caregirry EMr= Donis taw) e4s-7828 PC-4UM (615) 767-6555 Sub0tran1om Sranwria Eidenor U." Aggerriblies .1-spinrooriatheffnaiRo Compliance Moomd' E.W.Mon Report from a m Florida Registoroi Arhirect or a ikensed Florida Pam. banal Ertr FL"G"b Products in HVHZ OutSM HVKZ allaillIM EMU= and Sinriciatih-Star Nominal 68#W,8 8,quor) ropacdtquoL Opaque IZsit2Cz24 No Yes yes leiii C-P-La ". S bervass, 8R,91. 0- I] ngwngOu"; X ariffiguraborn) 2 t, Themna-The F1,1her-ClassIG and i5moroth-Sta, Nominal) 6&M,8 Nuot-in,43actilduot Opaque 12131r= f4o yes, yga Wh r ,idilexnirr Edge F1 bergoirds Siiwgfe Door with aldeilie(s) XO: eXor OXO .N-st-si 1 c Therma-Tru, Fibw-Ctaswcants lizerninal SWWA, opaque No Yen Was 14A Co to a -oars Diruldt, Dow Mow Without Sidielers 0ne&m;rS;ARwnQ: YX or OW ourangireroons) 4 d. Thernnis TruF to c, and SmDotb-'Srar Norwal 890tigo &q40EJrrOaIrt&qkeA Opaque 1212111=1 NIO Yen Yra, NWA corerx'sne ENO PTIRMSIng S`rriji Ow (I X 001414uratore 5 d Thignins.-Fru Fibeir-Ola"c Norninai Opaque I T311??.UT� No 1� ft yYeaWA ccrellow no srello Dom vilth = Sida4 Na(i) Vor-urig0utiniori-RI XO OX or 0)(0 coeh;uratianst 8 E Tbearma-T-. F.`b_--aar,--_ end Smooni Nominal MAW Opaque IMI Na yes, Y_ HIM Compasift Edge Double Door with or mrhora Sideogna, (tmmne r-hutswng; XX or CXXIn C R%I,AnziORIS) 7 9 Thermi Fiiber-Clasaw and Smooth -Star 140nrvInal SMUZ &QuuU ropactiliquot Glazed Ulal= No Yes, Yee WA Campostre, Edge Fib"eass Single Door llnsnmingiOuitsenr+ir X ­Ap­bord 8 In Thames-Tru Fen-Clossim ana No m! n a I B&M,13 gem M- r. Wc-11tqii C I tone d 12i3ifM2 No Yes Yw NVA Comp eatp Edge F-snrnIS&;- 8--41a Door with a de me N 11 - W. pyC,-L-,4 na. mow, QX o, CS(O wril'quirerbons) 9 1 Thermer4m and Srw-it-aar Nannuugl SLM9 aqatl wipoctkqnot Glazed 1 9Y4 F2 Nora Y� VIM NIS Corripcede Edge Piwgl� Couple, Door with oe vathoift Sidewm OTISA"UDummall: )01 Cr 0XX0 Lonrgulations) 10 1 ll'henmi�Tru sinwitm-Slar llonrl=�X,1, I rpl lazed No Yen Y" i l:omS ass 3 le Door lG no4nil)'QuIrNOW, X configuration) 11 R, ThOrrndrTrio FISSr-CiO04C Nominal MJMO &4uol ftW0tZquol% Gland 12el)3922 .40 Yen yter lWA Composite Edge, S bergeass SlivIe Door voilh Sdol ev(s) rig: XO, OX Or OXO configwinotian,$) 12 1 7harrno-Tv. Fber-CUazlo and Sirvootli-Slot Notirr"I 8811GRO &qUotAn"d&Aui* Gunn 1 W31 No Y" NA Comporate Edp Fiberglass Droulisla Door wth of mahout S-delilen (InaunrefOutinining: )01 a OXXO wolfiaw"OrnQ 13 m Thorma-Tru Fibow-Clau;a1cand Norninall 68.M,$ Glazed Molded 120011f= No yes. yat. NIA Open CORTIP018fte Edge FfluirillefieSingtO Door QnsvargADulsxi X mrifiguralri 14 or. Thermal -Tier Fit arc and Smoot! -Star NorrunalMA31all, Glazed Mated 12131= T42 Y11%; Yes Rim Open Composite E]oga Fiberglass Single Door with Gla;Rod Mokled Open Sufe"i� (hPMn9'0utwft 90, OX - OXO _'Jig-h .. ) 16 o. Them'Tnr Fflier-Cbsast and Smooth -Star NDminal 6&MS &quatj Riplid3qual; Glazed Wood 12131= NO Ye's yta MIA Open Corripashe Edge Fiberglass Double Wor With a wthout Glazed Wood Open Sidelfts, (I XXor OXYQ 18 p Thr-ree FibetZle- and 8—lb-Star Nominal 88,039's ki n1pactaq-1; Opaque Ml2a7Z'rt°. Ne yer. Yea. WA. C� 'Ornpositio EdealRbinnilildna, Single Door with W14od Open Sidww&) Xo: OX of QXC Odrsfguranon4 17 q. Thrinna,Tru and arrecAritir'8tar N[timlorl G&M." kluo"I minactiliowl; opaque 12131r2'2 143 "v'ea YR& WA C ,omposen, Edge Fiberglass Double Dowwth or vothout Glued Wded Open Menus (i nswriquill"ving., YX or QXXQ corillodrakoem) Florida Depal."NIN-A of Business & Professional Re9wiation i I If 1 Building Codes and Standards VW-Mi Product Approval Application Detail ' I UE Emi PF 2di 21LA Vaity spoi ads MM ytialwal INInufainpursir -Qgdm M01.4g A-kidiem 'MR190-f1hL V"Q'm Aolimul. F 11P.-INVEYA &W-210.0 an, Rmnion 202Q POT 104MA" Jens Rea: "Rigil "arri Dan" k%D, CER N-i-Dirdt,8400-VAL 1 Vlli=20 IM6,20211, 11124rx2Q A;;9,044 Catoirern Ue'e., e [941)444_0100 [74111t315-2590 8.bCsftq.,r. SWeS EArrnRrDoor Aesrnhiiee J'aa—Migpireciisruse Convilar Ntittog4 Ctrefearoo Mark ar Unflog FLOZIA3310rodud, Q"xv A-itursam Approved tor UP Awovoilfor Vat lmoge Dedulan U21A mgmuv_w_am Product Droorruti Q23b= Em"sa2mg In M1 041111, NUM R"Ittwt PkMneul, 0 Vno 31king Gla- 0— Otn"J-111-11 Y- Y., Y_ WA August 10, 2022 I n! II I ke 0 0���AMO I Ue� I As required by Florida Statute 553.842 and Florida Administrathite Code 9B-72, please proiIiiii the Information and approval number's on the building components listed below if they will be utilized on the construction project for which you are al•lying for a rerl���-*M��ffManufacturer Product Description IT M11 Test Premres F fm 1 70, M_ Fiber-Clas-4-i-c --an- d Sm ooth-Star (NON -IMPACT) 13MIT 031 7.0/-6710 psf +67.01-67.0 psf nr Fi -be- rn-Classic and Sim--o-oth-Star (IMPACT) A + pe IF= EM err MI Windows and Doors M RMALI Ll 5332A -FL153315 +40.01-40,0 psf MINNERM, edes 5570 l�NOA 21-0205.03 III+38.7/-38.7-psf OEM) M. Pella Corporation row M 15011 T., I iWayne-Dalton S eries 8000.8100/ 8200 #1105 18XT) IIJF*Z,����J +31.01-350 psf �Wayne-Dalton +300/-33.5 psf ,Wayne -Dalton S edes 8D30/.la 200 #1124 (16X7) +34.4/-383 psif SMAJIMPAM 10��111 :1046"IsHM! Curries Dlivi si on of AA DG, Inc a. 53wo ME 0 a NY jA (see inst shIlult)NMIM 2. WINDOWS A. SINGLE HUNG MI Windows and Doors + 60.01-60.0 psf IS edes 5530 Corporation Pella Corporation Series 10!20 Pella 10 Series 4e s 3IIIII II 5,0 Dsf 60.01-1,60,,0 psf WAA . . . . . . . . . . B. HORIZONTAL SLIDER MI Windows and Doors +5&01-55�0 psf [Ail Pella Corporation Series 10,120 +30.01-30.0 psfNa Corporation--- Sedes 10 Sliding Window R04*11 11 Mill -Pella Mil Windows and Doors +60.0/-60.0 psf S e ri e s-5- -52 0 Pella Corporation Se6es 10120 Pella Corporation W703TIM Bill" MI Windows and Doors Series 5764 S edes 5500 3. PANEL WALL Hardie-BLAIding Prod. Cernplank Lap Siding and HardlePlank Lapding --James B. SOFFITS UNIM Solid and Vented Vinyl Sciffit .'FL15272.1 - FL15272.2 +75.01-75.0 psf IWIANTOM ������[Alpha Aluminum, Inc. Solid and Vented AM 11- inum Soffit +54.21-54.2 psif # LOA"* E. 0'; Moo 3 111 rA 3 1 7*11"el �A. ASPHALT SHINGLES 13-Tab, Dimensional ------ �B. UNDERLAYMENTS Tamko, (for Shingle Roll 151b Felt Underlayment Ems Plygilass USA, Inc. l Tile Roof) ale OLYSTICK TU MAX 4 ol I I Em I , 'I NY WIN-1 a Thom ps o n A ric h Met al, Com p. _Rlilmnda_ Metal P_ roducts. Inc oil [L-6-m-a-linco, Inc 4 Exahust Vent law # +97.5/-97.5 psf E. ROOFING TILES TIMM M_ munr F MIS It 'Boral Tile at FL7849.16 - FL7849.20a F. METAL ROOF Drexel Metals, Inc. DMC 1 OONS, DMC 150SS. DMC 175S, DM 200S. DMC 5V AIR 12113112025 iA, STORM PANELS Global Protection Products Gahanized Steel Storm Panels All Amedcan Shutters & Glass Galvainized Steel Storm Panels WNER O EFTICINIM COMPONENTS A. WOOD CONNECTORS/ ANCHORS IUSP Structural Conn. 'Simpson Strong; -Tie BTRUSS PLATES 'ITW Building Components MITek Industries, Inc. Alpine Truss Plates Truss Plates 'FL2197.1 IFL1999,1 - FL1999.4 uluuuul - lFL2197.5 14 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L\1L, PSL, LSL FL6527.1 - FL6527,5 V Ili III a 9014 Cast -Crete Corp. High Strength Concrete Lintels INOA 20-0630.15 i,Commercial Concrete Products, lnr__.'High Strength Concrete Lintels The products 11 sted below did not dern anstrate product approval at plan revievet, 1 uinder'stand that at the tim e of inspection of these products, the following Inforim ation rin ust be available to the inspector on the jobsite; 1) copy of the product approval, 2) 1 Florida Department of Business & Professional Regulation PV. I or 3 8widing Codes and Standards I r-IM22 Product Approval Applicatiolin Daull 4 2ft 22%r alias Ulm yJCitg_n 'gr fianladt ligillegir Lige"M ywiddvA valwifaig 110blamgFBC royalAgiii 26W Recision X120 Therma-Tru,Cofparoi SL-� Jaspermm Lyndon F. Schnnidt, PE PyanJ. King PC% OIQW2020 07M 2iM 11y1yX123 Approwd CzaWrin Edwior Dogs (800) 843-7628 PIE­434�79 (813) 767- SubCalligory: Swinging i Dom Aeanni Comphigno Molli Ereiuzgpop Report from a rn Florida Registered kdriled Oro UCO(106) Flwiedi Prdrereez,dal Engira& §M* Product MOW, Nurribe or N2M6 F uc1 Dcseri6tton CaronvotEXpoiniellaws Dabs In HVHZ 2!E!kd4 HVHZ relisiationt Deglan prinnuria a Thierma-TroFiber-Ciassc and Smith-Sief Nornifial ftlm, 8 %quatImpect&quot Opoquie I W31 f2022 yea Yes y" WA C,Rmpx* Edge Fiberglass Single Door ife-irwout-N; X wnfiguxetionl 2 h Therva-Tor F.her-Clinsic and Smooth -Star, Nominal &UMB itqut.Inrpaci. Opaq,* 12M =22 Yes Yes Yes WA 5d1Nkpi,$) rinvoRnenDirtinving, XO, OX of OXO u Therrina-Trit Filbar-Clagi and &-rootir-Star Nommal"M6 %qL0OtJMPaCt&quOt Opaque lzal= Y" YORI NVA R`,Smr-*ts Edge Fibersiase Dou W Doorwth Or ylyitheut SebihM Or 0XX0 4 d. Tlwrna-Tru and Smooth -Star I,derrinall 8&14:t.90 NuottrRipacMquot, Opaque I V31 122122 Yes Yet Yes RVA 0ompoete Edge F,bofglase Simile Door iin"riyOuns,hng X 5 a. .T. Fib-Cle.-arid &­ffi-Sa, Cpaq- $�tf3172f",taal. yes Y.. Y_ WA. (- rrpoigta Edge rib"lan Smile* Door lath )(0, OX or 3X0 6 f. T-eerrrra-Tru riter-Classic.and Srincoxi NoMkonS 1111159,[) CP2qkM 12031IM7.2 Yes -y" V" WA Compostur Edge Fdoargian Cou ble i wth or :out Sidelines X< or 0XK0 -firturationa) 7 9. TPW7M-TFU RWIC19941C and STWOM-vim Noon iniil U413R,15 &q^IMPQd&q1JOt 1-11-3 yes yea yet WA Z_�_poune Edge Fibarglaigii Single Ono, OnvMrVoulawind; X configuration) a h. Tiewrori Fbor-oassE end Smooth -Star Norrinal O&M.0 8qwtImp%nO&qugt Glagod I We r2w yens VT* Y" WA Carripirefte Edge Fiberglass %ingle Door vurth SdelkiRf's) (InwriwCurnivAng; A). OX or 0)(0 wrifigermons) 9 1 Thermla-T;ru Fibeir-Clased, and Smolift-Star NonrnnaI W*6 i1quotimpaoAquo, Glazed I W 1 r_= Yes Yes yea WA CMP2&10 E099 FIbMI2&& DIM blig 0" "Ath of voll1i Sidelfles irimmi VlagiCudirmnil, XX or GXXO imagurallairsil 10 1 Thounno-Tru Filder-Classic and Smcotii-1_21ar riumiral 8&#.V.O 11quorJmpactliquot Glazed I nl,=22 Yee you PYA Camp,rsdii Edge Fibergild" Single Door ?tMs.anq/04riwng X eonfigumt-) 11 k Thaimna-Tru FlbeirZlilmle end EhwivS,Sblr NErm"I 8"SWD Qa2ad 1 2,Sl J21122 yet, VIna Vag RWA Corepostis Edge Fiberglass, Slagle Do" %ft Sickilki OrIevornoiOutsming: X0, OX or OXO 12 1. 7henro-Tru Fiber-Claasw and Sinocit-Itair No. Impact&qUA Glazed lZrRV2= yes yes, Yet NIA C �Rrn=FV Fiberglass. Double DIOoi, vim wthoint Sklienhazi(naaY,angrOutawYng; XX or OXXO WrThgw*ons) 13 m. ThemngJru FiberCtasidc and Smooth -Star Norninai 6&M, 5 &QUOtimpacimilluot opaque lVallQ022 yes Yet, Yes NIA Edge fiberglass Single Claw, &quoV,IorFIm;pacV1Auat; Sidellner(s) (in"rWCullmnol; XO. OX crOX0 14 n Tr4orna-Tru Fri ber-Classic and SmoothStarNominal a#-v.s iliquotimpactitcluat, Opaque I 2131 i2m Yas yes yet WA CnIOPOSIF, Edge RhOrgIAM Double DO" Ilft &ou aliquot: Sidirlite, (I OXX0 wrifturaWn) I v Tlr­n� Ttu F91hin-Clewno and Sr000l"tar Nurnirral MOW opaquo, l2nirl= yft yfCS yes RVA Composite FrIgo Filborglase, Single Door vft iii =XO, OXar OXO $6 0 Irlarrovi-TrU Fibar-ClasiiiO and SintiolihStOr Nor41101 88,03R.0 opaque 1 MR r2a2121 Yet yea, yed, TWA l:VO,nipostdi Edge F(berglawl DaubIa Door y4th rt 17 q.lrhe%,R­T,u Fiber-101 .. ic end Sirinooth-Str N.Minzil w3g6 oinirl", I=Ir,11122 yet Y_ No Nik cran,pos"re Edge F(iserallss ii Door 10 r Tharrea-Trii and Sirrooth-Si Nominal Wildetl I =11 r= Yee yus No hVA C,umposen, Edge f Iberglasa rmiRgle Door with Sidel Ma;wr;iOubgenng,XO, OX or OXO 19 Therm -Toro Fil:*, -Classk and Smoinh-St.- Opaque 12134 yes Y*s No WA Gomposhng Edge Fiberglass Dwt;a Door With Or without I Ing: XX or OxXO nfguniftna) 20 1 Trere -Tw Fibm-Classic and Smooth-3tar Norninal MiM uoV.Non4roPiRa&quM Opaque 1 =1)2= Yes Y No NA CIRTIPPOGIle Edge fib"17910166 Single DQKif JInsWng1Ou1­Z, X config-lion) 11 u Tt*mwTru Fiber-Clasgio and $rroothStar I UMO litcluotMon-I mpact&quot. Opaque Qriim Yea vas NO NI A 11,Zplrae Edge Filhapg1ass Single Door wan Sidirlite(s) Onew"Woutemrig: XD. OX m OXO 22 Th—Tru F k., " Dsei. ond S-A-81a, N-onet SU*G , 0 Cipq- 121_qV2= Yes, Y_ No NIA, Composite Edg@ Fiberglass Double Door Vain dal OthW Sidaliters linwivirkwoulziming XKry OXXO wregurations, 25 o, Theirmig Tru IF lnvr,1,NksdJc and OrnknitiT-Star Norninal 6U30,6 &diuot.Nars-Impac"ul; GlazaO 4 MCI= yes yen NIP RIM Coer"Orto Edils Aberglass Single Door 24 Thernra-Tru arid Smecei Nominal %#%.S &quotNos1mpact8quot; Glazed 12n1= Yea yor; No NIA Door vAth OX or OXO' 25 y. Tharrris•Tru ribieFC4ausic and SrWWSW Nofflinu 12r311= Yes Yes I'lle VA Camposta StIgo fiberglass Double ridor wth or wi tNout Sididims (Ineorfingt0tibinving; XX a OXX0 26 M The -TN Fiber-0assicand Smooth-Stv Nonno*1 aquot;No, ImpactIliquat Glazed 112131dW221 yes Yet Flb NIA Corr,xiwii Edge Fiberglass Singia Door Xconligurwbori) 27 ca. 71hamm-Tru Fiber-Chmic and Smooth -Star Neari-al 8&4W 0 iiouotlloImpavAquot; Glued 112MI21M Yes Yva hiu NIA 1 25% a r Ws) VnswinglOutswng; X0, , OX a 0X0 atoms) 26 zb, Tirmorna-Tw Filer-aes,Rr, and Smooth-Shir Nominal S&M.0 &Quoltr4on, ImpacAdruot; Glazed 1213v= 'tive 'ye's M1ia NIA vabout Sidelong Orne,,ing/Ousemir �Xor OXXG Florida Department of Business & Professional Regulation Bulking Codes and standards Product pprova cation Delon Cn • > C- 2• C13 U) CU 0-0 0 0 ~ 0 0 0 0 =• .0 U_ CZ•CZ • > W 0 • co M 0 +— M 0• F_ _C5 C0 Z Z W J MAR 2 5 20?3 PI Virtual R V for cam Review col W Assist Inc 'Imill feted ' by oe raAh and a 020 FBC Ved n, Kiahr P 7th Ede 1�1 300 Entity or Tva wilaillall swumsum &&M= fchawal bail soft RNSW ZD20 III VdIndous and Doffs Brtrt Woo" Ws Rokno Loi Sir- FA Undh. PE lo0e,7970 lofflopm icnw.0711 lzn5rA20 AWVJ Category: Edinifix Mato Cr1r) 310-33w PE-Ml 4 i'M 31718434 - CwryrlMalC. McFhlad Evafuaticn R11 lama a, Funds Rioauarad:�aftlhnt M a 1-1-sad Rorke TOR Or oorum exotAkQILDIk in N rude Nw. Rob Paginate I SERIES 420AIUMINUM 8GO FERES 420ALIJ MINUM Is' D OX0 M1.024 so Yee NO WA NON -REINFORCED 2 SERIES 420AWMINUM SGO SERIES 420 ALU WINU M' SGD OX. XO, XX 1 M1,70.24 SO No WA -W� dY t C94-I, WaN.RMNIFOIRCED 3 SERIES 42DAIUMINUM WO REINFORCED MISS 420ALUMINUM SGD REHFORCrO OXO 1 Z131=4 No Tax No N/A I4_%143qva-_9R&4uot. 4 SERIES 420ALUMINUM SGID REINFORCED 61FRIUS 420 ALUMINUM SGD REINFORCED OX `Z711,T024 No 'Yff- NO NA X0 uor_r96i S SERIES 4WAL UMINUM SM REINFORCED SER.IrAS 420 ALUMAU M 80D REINFORCED XXX 1V112024 NO NO WA Florida Npaninterd of Business & Ploflausterrall Regulation Ret.lera adiding Codes and Starriarris 1412021 Product Approval Application Detail =Aumm 'h TYA Version Illarrufloili gwint vommw W YWid*W submNtqd FR2 Agliftyal 612112129 aill RwAww 2020 Ways .0gilan. a d0dm Or O-nad 0­ 11-.tyn. K_nn JMn F. n-fts, Jt&.y P. An- P.E.ili W211020 IQ7=29 12115I2d20 APPro"ed C-o"POMHOR t33l)) 7634i2l PE-61737 (904) 821-52M Ed.-ouly, EIedU­ S.hCaalXW_ rawcnm a[- Door A—An- Cansil— Ngbod: "uattan Report Fran a Flaoul. Rendered Achitact Or a Lnsiots.l Ronda Prolmonfil Engineer iim owohi 9AML&MMO AMERMUZYM &EmmdjaLw Initial Quitaii pl]p Model, lilgrulper or Kum, Kilyfloo 9selli Dow 2AIllit.5m fighiftilet larissurit I =1=0#1105 : kft I 4M uh� twilght G1@zJIRQ NO fts y" 13 100105 00 A,r.ftb* In wo Or sedlon 10 SM161 VA2001 al Urs I O&M Max *M, III&M. Nu height. GaSng NO you 414,0101,50 iryandSo In lop or Intairsedfile veollon. 11 NXXV6100020040124 1041,409- Mour MOW 1464ft WX height. Glazing 12i3tALstu,3 No yn Y-_ -114AN.M 30 avusloh in rat, or intemsidah, secion- Florida Department of Business & Profeselonarf Frejulation papa idti Building Codes and Standards I&MI Product Approval Application Detall • • • • SHEET NO. PA 1.0 1 . I a) (3) = 1 Florida Department of Business & Professional Regulation pliturn 6 ofel Flonda, D"irtment of SLlisiness- & Profewlonal RegLiotior P14. t ar, Flotilla Department of Business & Professional Regulation race -, a 1 FlorM Department 4 Business & Praftensionai, Raguladjan Page $,42 (f) (—To (1) i � 0 70 Building Codes and Standa Inds `IP5=22 Bui dinig Codes and Standatik 44401 Building Codes and Standards filli2lill Suilding Coclasand ataridards 16=21 -�11 = = (1) 0 N -0 ProdW Approval Appitcallon Dertall Product Apriproval Application Detail Product Approval Application Detail lotoduut Approval Application Detail S- %-- cl- = 0 - - - . - - , , - - . --- - � - . , - - -- : -� . I 1. � . I - ': I � � - (1) --- , r i 1: �: : : I : I iltrimol I . � - ------ � I � -- - , r ; - �- I I I - - . I I . - I I . I - ' L j ' - � I ��� - I � . - - - '. � - � - � � � � - - 1-1-1- - I :� :: I I � - -- - - I I I I 1, � . 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King, P E� YAlikkaw 10M7*071 Aillignitlag FEIC Actill cala=s lomsr2m Approved 12m5nuiPI WIN Apin-ad 99111 T-at Verl", manufaviluili, Contsid Eubw& Vall"o By 29s RAI goid: Ballulds -011111: Wandered 14-tD*E#d ABC Amortild Appewd 4vni� 9oft IV- Ulm Pougulu - Enifty Qoinat enroolift. jilim, V".d air VAIL DAM vaidatod submtw Cut* Ptad,�a F3CAEUrOMIu Aft Anialligall am 211161 YK;IW nopubwAm 9111IL91 findmer, A Uxa"R motdmd VAOIIW %&M&.d A* A&III& . -41— W O-) 0 m U) (D Carellary. Diterio, Donxs (80Tj 6434M PE4WQ (81 3) 767-OSM AffIrralve ZD29 PGT inotisr-Te. 1- R.-Sk Harot-Nds B= - CER Mernim011d. 11=0 - VAL 1 lm&M-v 11101512020 iVT1rA20 ACf."WA Reoval 21"O M! wmd-� "d Dnorn atoori Arring,r-Armil"tural :�U�tn M W.4h, PE Musa= 1113105r2020 IWIW21�4 Aceloorif P-A,uoll 2020 M wod-d D- Warr, Mirg- Anner-AVchisid-1 81- PA UrLeM, RE 11J121,20M I'lomom I wam.10 APP--d :t-_ SulaC31"Con S"rigi Elftor Door Xeseurrintins ealipemonattiounatru,00 cuiteani vg��- tlrll)4�ifil (7� 6) 3 f 5 -1 flee caregorlit wtvrrv� TT7�2B6-3304r el.111A.-AA.-Ion- k1t7l 317--W4 Celegory;� Window l717� 3&1ZX0 M ... blW­ c-linuall- (7M317-wit compliance Heated E,atuotion RopOrt frorn a P1 SlArracietoly: 311gre Hung ir000ll"IdappArlow DOM 24 &&�mouoiiy'"Hcelzomrr 101ft bW�!lj--1(DVhlidbVort sult0witi nx-1 C-Vll-.e 111kithod C-blextion Wit, - Lii tMPMVP,gPV,*e�0cVri (D —0 C) -0 Flon" Registered Apohleat or a L comead % ida Cornutiona, M.tbod- C�fflbau�. Men, ar. Lklivrit = Cturnplarive M#t*& 1:ulliftsdon Mark a LWk�g 0 - - 0 _0 pranasional Enginme FLOM-M F1-r--Wj-Ma %Rgum F1.015349-RIA Frod-1, = S.- L- (D flull2wil-RI Products 2aLL-Aalm-wrli 62LRtl� bulall Qvidisr wailly Nam &RIalimfilitysit Appeend1gil IMM51 91121W audb.h=&U= .,&KMNLDILum 6921:91111112111gill XU=d 2igim 42=jg;UW.Ag UZMAajWAE_. Im OmM ko EMAM&MMAII gm -F.I&LtuilgLua b1didusti Until ANTAWaZAA it) KYU Z"WrLI-W PRAwad tPorfun- am-, Favigamottill aturebar. RE twmj P'Pava, firtigagga afraigglialudigollout in =9 DW99 M William itilujum Altgh fLA%d&g-.4dlmAw"Lmnlm ragpisaStowledgii grAWAlattibruAft 1JUNd", qwlmLffiN Atillaawd coal = Li- — sm a product Moderl, Number or lectin Product0escrisgan contract Expiratkn We �Q-H-VHZ Outside H Resistant Pressure 2 al,!Ssod (L�qt t MMulle ,,pac!P WV Sao a MKIP2025 ,M,�WGVAndw Y., fVr Y. WA i HIS M-6 Mr-Td rl.�, "-. �'--S��-id.dQ- 0V1WV4 It. Y. N� -,&.65 t i8spliv 75 x 72 I.neaulld Glen, 04MMM No Yen 40 -f`ClW = .0 CZ -4-- % cu 1 9, Theffre-7N Fbff-Unsi: and SmocO-Stat Nominal ftill &qkxt Non -I irculaettiquot Opaque 11=112M Ca--trogrift Edge Fmig lam Single D" It. 'i'es No N/A 1 0 M > Xmitfiguration) C) (n n le ThemnaTru Illiner-Liassic and S-M,M0,91ar (fineviinq?Outanenrau� Numins 11 SIM. 8 Squat, Non -I rnpitaAquot Opaque 1MIM22 No Yes Nil ,,Ijii, . - CtMirpoinds Edge Rbraglaus Sinole Doorloldi a) , " Siddief(ill tronainahoullming: xo� OX Or CXc w U) 0- -etureld,m) E U) cu 0- a a Thernto-T ru Fbar-Clossuic, and Smilogh-Sill; r No-71c; I SUMlO Siguck, Non -I rripad&quat Opaque IM11= t-- Yes Na NIA ,0 M FitiergUi"CompbsAftEdgeDint Door�ftor IT- = W < Yhth,utSd*j*s(P,rmmr*OwW4��g:XXvrQ)= -0 . - 1 �15,juraftin;� 4 d Thoorria-Tru fil:-��Clossr and firroodi-SudrT tAmin�?&M,0&4ua�Non-],rpLw&quutOM-i. 120112= NO Yft �b NIA Comoosift Edge Fibstil lass Single Dom 5 A Thearia-Tru I'llier-Classlo anti Sffnczh�Star (inianvoK)utinetert;XcanTigurabon) Naminell Tz&X3Qr,0 8q=;Non4nrkdavt&csl Opaquile 1Zr.3V2= T*3 yes. Nin WA Otimponarte Edge retail; less SM& r-fmr With r Sidefire($1, l�nuvirvtrout$,Moa Y-0� OK vl� rjxQ courtguraTions) C 6 1. Tficanne-Trij Riter-Clesse, " Smiotin-Ster Nmhw 134,039"Gaquothort-horescluiquidlP Opaque `1201rj= Pild Yes W NFA Fladda Depa fterit of Busirne*v. & Profesalon-A Reaviallon F,qelvs Florldo Derocronont of Surriness & Professional Regulation Per i 0 1 Florida Department of Bushess & Professional Regulation P.r I &I Composite Edge Fiberglass Singto Door Ek,iUrV Cadies mall Standarth- 1W=1 Building Codes and Starxiands. lr,=21 Bui Iding Codes and Standards lft=1 Onanervoutxvrirw� X conligurountorfli 7 R, Thirm-n-Tru Fibor-Classa, and Sruncluth-fter Noronal 5&M,Qgqv9tI4Qn-4mp%cUl Cpwvc 1=1= Me Y- No 140 Co,ppolla, Edge I'lluorgem iiingIa Docr olth PrOdUl ApWV3I AppliCatIM Detail Product Approval Apiallealtion Detail Product Approval Applicallion Detail Sklelfts(o 0 �*W%?CerM,%ih9, XG, OX Or OXO - 1. - , - - - - - � � , - - I- - -- - - - . - - , - - , - - -- I � � - � - I I � . � I - I - - �-=!-- , �� a- - - - ;-� , - � ---- I - - - I - -. - - , --'- - , , , - � - , , - -: , ". -, -- � , I - 7 ... 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CUT) 48"IM (7&9, 1-54590 C.A-j.rvft,d- (71 7,' 3a5 3300 PE-62fill d (717131 n�ll caloiste, mir-k- Ml.41)48&rjMu � k?,36) 3115,2590 (11-noDutialing; x Configuration) sulaconev'r nud _ .. r,..,.Cp,_,... . S-d-r-teg.er; W.*--. - b&nm.vGMMd-"�, gl.11dcnitotlonr-� fillunnill i'venlinniurparincluvollese 10 j- 7,rierrna4 m Flear-r-essic and S-oatti-Star Nom" 88432;88oluotNier-papactilquot; Glaven! Iff,112022 Componle Edge Fiberglass Sino Door Win rdu yes 1110 10A cappileave Method: C.*-t- ORA . U---j PM Colvilimics Allidl S,vivara, R1W. 940i ;A FI�M. R,ri�-d 4,,hH*,P v �� tl- �k tViVIdn Corripil- lifialledi CiTuffl.N. thrl, � latIng co &delllo(lib (I rnuobng�rlulmlllng; X0, Q�X or OXO ?. L#243,Mol P`04 Fl,,,4,al�ml L�46-, ELMAUJIlliftlill it k T' herria-Tru Filb--t-Classic and 6emotti-Swir carilieurations) Nwinjurat 6&jrdB;84qvPtWr,IM;paoo&quoI; Glazed 126V2022 r1k) yes Nit, NfA 0.0in, Be Knidrrykdlff� A-Etoeilf-92. 02W Unman I FLx-Y_jjM Pt,dijua Guelb, AT- attend pedlon Z Gompulailas Edas Iligo"hism Doutille Door wth or %,MW sidelfte, Pa0eningrOurtleeng, X)(or 0XXrQ onnfjure�ons) IMA 5 iingdadi srodit� aterrilrai al Marine PM M ilL%rga M"k, linpalal' Product DtliEdgtim cuteredcludolioncue. vno ritod ilm,xi.e, UVIr2025 cKAA* R-Intip" in 14VHZ ,_ Y�, Y - I -- -- � Ej_- nui aide AnapplAtilift &W-1-C K blim 9k%staASELIliffic tolawl 2latlacillan Weida U&NO am 'P.,rb ARRubmueLILM AMREQ12912LVN lZiluldi bligall Italbbits 9290 Paul it" 1 Product Hilm N=-r at magg MARCrilloditDoont anullvediani PlOdUct D)WIDU forcroottkalrationDato alurnlpmle 10NJI VMAOX-� in H amok 92JAW Pninercura Irel Y.. Y�n We 12 I. Thernea-Tru Fitzrr�Ciafsi Snaoolh-51ur Nomnal 7&#Sg,,O finuat$o�[minicAquict� Glazed 112MM112 ri� yes NO W14 2 FT�4 ml Nafrilriorn Mulim 12n11fNZ4 "P, Y45 Yvr Will composite Edge Fitionglatuo Sinoo, Door MuseingiOutrunil X conligural 13 .. Th--T- Fibe,,Cl-�.nd Sinlooth.Sla, Namnal 7&MO &q,,*Hc,1. ­k G1. 12151,12= Tin Yes No MIA I Composite EcIll Fatorglam. Single Door vinith Sidelint(s) Qnwrluug;�Wsmng: M, OX a OXO mnfigundion's) - 1 14 n. Tnanr&Tru Flale, Came and Smootil-Sair NoTa" 8&*30�0AqLdl;lN*,IMpod4&quo1l Glai 12jall=z NO Yes rzu WA I Z uampositis Edge, Funergram angla i:raor (WWWAnDrouaiising: X corrogaraterel 1 15 o Therena-Tra From-Cloasic and SmooO-Ster Nwnw 09"9:09dunitlMorl-leciveirWOM Glazw 1)A1r$= NIM, Yes No N,`4 I Corniveris Edge Fleregraw Single Door nft Scoliii"(s) 0 rairantrailCubi'ming. AQ, OX ar CX0 Florida Department of Buskieas & Professional Regulation F.g. I or 1 Florida Deparluniand of Ekmness & Professional Regulation Pap 21-4 2 Florida Deparltment of Btniness & PrafeaSteral Rogtilejoet. paaoidr2 16 p TheirraJuiFibar-Classic and S�tb-Star �thgUMYd"s1 Nominal 6&M;O &quot;,NonMIno;pad&quoC Glazed I b3l 12C 22 No Yes NO NIA Building Codes arid Sta ridards 1151X�E Building Codes and Standards 1�1 Building Codes aid Standards libirml . Composite, Edge I'llo"Ims DouW Door .tth at YA]Voud Sidelkes (InswrglOurtsvilino M or 0.00 ProductAPPITOVall Application Detail Product Approval Application Detail Product Apiprovial Applileltdon, Dratiall LU �figruratioosi 17 q. TocrinnJiru Floor. -Clasilil, and 6rrmth-Rar Nomnall 6&039:&Z-,i�wiat,,����r�r�rmpadgqwt,, Opequo 12AMW.2 No Yes pk� NO, - r I ,�, I 7 atigluee r , 11 I , , � -- � . -1 . , , I I 11 I I I � � I � I I - � --- . I - � aalw-w --- - � : I � I � - . I I - � : I � - �, I - : - � -1.1 I I � .1 , I I , 101JR1411 - - - I- I I - I � , . 11 I I � � --- I I , I . - . - - , , , , , - - , , - -"-,:: t-� : x , r ,� :L ': -:� � - �� , - , I -- , I r ,r- I '-,r 1, � � I . , , - , I , �� 1. - - �. I 11 r . I r- � , r_ ; 1;; - . - I � , - "'. , - I , - , - 1. .. I , �. � �.�::� ,:: I - - � . --- I—' I � '�� - r. �' - � _ I ­, � � . - --: ­ - , �. ,� '�� ,. , ,­ . , � I : . , I - "."'. , - , .- IN, - - . -- - - ------ � ..; , 7 ,: , -�, I -;- . . � �, � _ --.- ,: . - - I Composite Edge Rbarillom Single Dwr,*h Traintorn (Inawng?GuMnong, OrAcorifiltunistion) , �, Itim , 7 12 I 11 I - - - 1. � � -i � - , I I i . - - I I I .1 � I .1 -, � - 11 I I I I I I � I . I � - I - - - � - --- - - - - - - - - ----- ---- -- ---- - --- - - � - - - -- - - - ------- -- � - - I . I . :, � - , , -- - - - - - - , - . - -- - , . - I --- I � � - . I .1 1. -- I � - , , , , " . , , - - , . . � - - - .... �- �- - :,V, ... .. - ' - � --- - ''. - , , , , . , - "'', . . .. .... - , . '. , , , -, z., . -- - - , I -1 , , - - . . �:� , -, , , , - I - -:3 M:--- , Y 4 . , 1- --l- - ,: ,' , , 1 - .1 � 1:� 1: ".. - i. , ,:., :,4.:-7.,-:;, -� --- �� - - � - - , I I - - -- . - 11 11 - - , - is F Therniel-Tru Fiber�Ckklsio, and Snroodi-Suar Nornnal 89M;8 &quotrion-intpa,Aquot; Omue 12151r,022 t1k) Yes No MAL Ato 94-,*r or care Me Disit P"Idna 091t Sift Brim gas Due P-AMIM" me raft Emft a" we tille.effloing me Cclm. posrat Edge Fiberglass Sin& Doc, .On Sidelwsj and T,swonl VninVinghl-vailAna 01(e). IMA or 13MOX0 mn�Curablormj = mugm R-ai- :02D 11111agiom ism" Hordc Buinturg, terodods. Rnv, EML--V luilgricor a Lmur xelegaii ChRol LIP"As Y. A.dro�, 11 afl Pon Sovulard, P 4 xv-wlil IWO= LAU fatimA Nam OT05'r,"i I211 4=1 = "I %2 0, ,I 1 Ram ��,V FaC kqV � am YAMM awildlifiAm Koug". Male union 92101,111 tmmtKAIMM �efidakffd F. W10 Th-p- I!�,,,V,F 5�.idi %.rl j; KVIi, P.L yallibla &l1ajW 0Z, Inn= o:V1!4ln1 EVIAMELtt ovnzvo�l Alligaim 04PRW2071 Mahn Anfuloand In""t W1111:41 RvAsim 3� N mndmrg GAF c�zt�Ig Midirritirgutarew yaliatild IV Manor Shilk R.bad W..M.q jwnW-K.-.Wuh,PE voilmoo leow-al !D��� -kookkki R994, DIU262)20 cul�`ICUN IMM020 12(1 I.Y2020 Appir-ad IQ a Thounzi Flix-C4ism end Smocill-SPar Nutrient WM;8R,qvPPt,Kon-lnVaaaqwcR; Qpaquc� 12rjlw-7 No Yes No WA c"clonfory: P" %lihips ��V91545-035S PC-elaoz 02) $47-2316 [Integleri Pal, ,I W10P i3ZGP9ZZ-2W9 PE42409 �31217i cAtervin, Rccl,q (WO 7W.'A411 Rli ($54�-7�2-6=4 (unimp"te Edgsi Rberg law Slope 9,00r Neill liquCraligow. Slang ;loid.darak,o-hardl &bcoinatirr. nolva �ffi-,-Idtll.d. - Suirctionglar- Monet StArdian makitlegarctart I mi Slided.(.) (inaelirtafn_'blainal X"F� OX-OXO Corcipliento Method: F,aluaticin Repon &M a - ff-.V,.- Ill E-Mustnir, Rap-h-a. l, coma�wtomal E'An.1111jan Reponvorna COTAMWUI Hand and SM configarnancies) florldoR."TiredArOdect- 1-lootsindFloro. 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I " Lmni 2ANL AAAM -4 ft9itt- - !!L-- gm-0 PrgM 112*11, "Winner or M-T9 M12AS1.2girwign SM=t 101M 911:11I ackbud Elindso composite Edge Fiberglass ZgVe Door VAPh sawasis) � rayongioulswrlq� xo, Ox. or OX0 1, C-slaMs Lav Sldi�g ib-ce-litlAp-Ing 173 117.1 C-23 Y- Y- KIA WA 11 il �A qu,A274iquot 6oftr .c-t-LW-- ..- Vent er0olld VAR)6 Y,91a 12C,11(11.00 TV, - Yer, ria WA I CAF Mellott Paof Mlinglas Fit-u.-fliNarred 3vab vinnirlottim 5.1.b and 117ljorloln. N. Y.. MIA Nip COIY�IMUWM Head 4nd Sit 0V1M`QVndK1M%$ 2 il-A.aenil-ai itan--m Q.0 sId-Mi �2lNriC� Y.. Y- 401 NoAr 2 � &4,cl Alki T44.9A seMl vem � 5141d WV zklfut T�13T'Iino r� ydi NO Polk hIPANdqvinaftillshikkilk. 22 � Thinnria-Trul'itra-Clamicard8nnuoth-Star Nominal WSOX ftev,Nw-lavanvilliquot Glued I W 1 j 14YM NO Yes NO l 3 c. b-liuct,Greenbrour virceate S@ffdad&V3!i -qotk Vent % Sold Wtv avifift - n I 4A Q � ak, f" No N/A Compatift Edga, FibmNasis since Door met 4 d A�rual:�&qtuot StOM �k - �Id %env- saria 1�nrmz no T. N. WA Slivata-lai 0 nosninqPOiansncnq� xt., ox a OXO 8 . 1vecnC-t,od. 0.1,11-p.t; SdIrt VeTi�adidi,mySuM i2r�= flo yin� N. KIA Ccrntrn�us Head am SIM coningengdons) " i &PVm&.W3P-3'V-t S.fflt Va'; - 8dd O."i L5,51: t MN1202'.� TV. r- 14, W.A 23 w Thorma-11tv Fibm-Clasulk arid Sminoth-Star Nomilear 5030, 0 gi,oluotNon-itrupoolurquot, Opaque 12*1f= No 1(ft NO MIA Goviensito Edge Fiberglass Druil Parelu; VAPM Voslod � sididical ill "awnwetivinng XX )V,X or XXU otieftianawns) 24 K T hcmwTru Fbe,41-a a* add Sm.GTA-Slar Nam- Trial SU*,D lirquotilon-impaillsquot Opaque I 2n I rZ = No ye5 No WA, Clumposite E490 Fiberglass Dwr -Paneb vilith Vented a 6 A W� 5) (I new nughr-1 vai'mv; XY, WX N X M -requrallonm) 23 y Trem's- 'Tro r lear-clacti and srelooth-Stat Notinsinal Mm"s aductNon-hrinuati Glued i2rally2m. COMPO&U Edge Fiberglass Doc, rianells, Vith Vented No 'Pas Nb WA Sidefitio(s) ill natuinglausewng, )C( XXX Or XC(X Florida Department of Business & professional ReWlaton Fna, I � I Flandir Durpartmant of Business & Professtonal Regulation Popel."I Fli Department of Business & Ptefessional Regulation Pop I - , 28 x TiretTim-Tru Pber-Classk-lind Smoolfi,,ftr cortfigundions) Namnal WISP, 0 &Qlx*�N*n-Irnprvt&quot Glazed =31=11 No Yes n�b N/A HLang Code% am-i Stinclaids 101W.14'1 SAIdnig (>:�*S and Gtoodards iffiawi Bulding Cades arid Standards i . I 1 V I I? - I , ,--.i-,�7 �r,�mpovAteEdpRbergWssDoo,PoreftwdhVerited SlolaidKiPt Detail I Product Approval Application Detall Product Approval Application Data R rtill pla alRe ns . 31 onlularig,oultewhiP XK �V.xw xM Product Approval Application . fi) r - - Re lue WAss- 27 Tiber Fibur-Cias5kand Sqw�th-Slar ocra!Vurallons) Nominal 08M a i3quotrion-hripies&u,not Glued Yea. f1b WA Ist, I I- - - I I , . �, - -- I � � - I I , - - ; - � . 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N-A , - ::� :�� : � ,;,;�� i E " I taigr ��- lj::::!::::�L:' j:��,:!:::::G� ], : � �,�_' --, � , 'r::�:::�. � -f: , , L-.:;-�, -- ; 1. 1 - � e�,4,'.','-,; , 1 - I - el' : ,�i,.� a�"w&tEE :,:::, - � I v - u-1-1 "" oi��--,; ,-�",il�.,:�,�:,-�� E�. !::i:::: r 11 :i C � � ,�::�: �! ,, rj,::�::::�i,�: , I I I , ,,, I � �,, . . za, rea-Tru 1213112022 No Omuv�flac Educ RhMulglass Sirw D,00n, -* 4 38AW, 0 /,7c. leted confied(s) (1 rr&M,p;gX)uesvAr*� X0. C ,X or OXO cerriquirallons) - 120he , � I � �� I I I ElUlid 2L I 29-1 ka 2&PlxauU 212. - 9041 I - ---- Ina" � wo Pao � t oKtbn" AZA �fiila I I , 1= - �15� w1th 2a ;A1 2aam= go 'VY bk� dfltf 28 W. Tnernna-7 N rkb@f.oamkam solooth-Sur Norinnial 6ill &�uMNari-Iffirladtatuot Glued i2nUM22 C�nmpuabal Edge Fiberglass OwIle, Door %idn No Yes NO WA zo-_ youiliv, Reavion, ?a:,- KMWRW- TAAAK0 Bulding Products LLC Qa..t IOAUM & LW!M-- vAiuw B, !aMMI r4a Rovert Nern1w, JanW MczeW-h�Pli yatiguld LW120 MagiLRY4 Atuall. IMA owle� 1PIAZnG.10 12M15M020 sAwk -W..d ZLIzat Ydnalia agalt'1112zlw R-o� 2020 L V� Rimini I a, do Thompnot fiaTb4ectuna (w1w Lq9--w-A-141"k-41 ViAla"din, I Ory Ch-Inalin 1740" P priev simin A *,vn, PC vole".41 94111)"O"d %M71121M 0016no2o FRO Auaam-* 09=020 Anoley" 2n&2310 91,11,131% ApProand Titm ��- R-00" 20A) ALI-td-t- Florida Million Poodutts In, conted gtaeu- A Undtn!Ee Validated CIA* jonts Jana-, L. Ducker P E4 SiMavo PA vil PE varld.find &kM!A Me Ass- liaprq,alld Ail e ORWrZ20 ou,25=20 IOKKU020 12nelvM spurn" roved— lahr th - - 3&"g 1.0 Sideliens (linsvYingfOurtsving. O)M PE-Siilfie i.--=41 --6224 WdW,,vonV;oytTAI&CV, O" 7-4-5-3456 PF-7407t f717)3IT-8454 Catingivy: Rootn4 nl" 71ft-4400 CRUCK raigninaning I i7i a i 7 -8454 p U017 inimligundon) caleg,uny; ft"Ang (417� 624-6844 cure"in Rooll r",n@9VVesiR"1n%-��, SubCidqlroy� Roviaili A�m�n Ira *m a darlieflarreo.carn PF�11242 2D zu Tnemwf% Fibar-C$auill� om$ S�Cvlh�$tar Nol,n,nad SU* 0 ku-4N*n-IMrnpaa%I Clazed I 2r, I rZT-1 No Yes l tuk SubCategi Urldcdr�-res lk�-W.riohnn-ut- StubCatornlifir lieVAIng A�aesnw,,Vu INO Ede Rm Imeg"I Plirl on Olt PloPera 2yva", C�pvaitot E40 Fiberglass SIT& Dew ulei Cinvirflarrilet Method: Evelollnin RO POT Ii a r-CrAl Pol I WT P't R0011.9 8�90-11 C.W- Mdll.d; F,al-6- A.P.t f,- . Sidiliki �Imnviftqrt)nrsvingl� )W, OX irt OZO Flarld. Ruent-d Alddlild - U-d F)---ft Cotoolian" Notivat E'A'abon F-W 1r,Tra a FJ.dd. Regina, ... dArdift-lor. bantartifet,rd. ( 30 zd- Therria-Tru Fibitt-aassicand Srn,00th-Soa, corifigurafims) Normirial 803b.,O&q.ott4on-Impactitclucit Glued iml= No Y" Nc) NO, FiTolersio* lv�jlinenr 9!.rU.R.gunuuru9,laenA.ct-L1�-- Roddin reweireanial EftgIAW Coreposilp Edge Fiberglass Double Doar vdith F44123" Innoduch Ftofean-u F�ngbnV� FultriandiaEr 39*M;O Sidellao; iinstnindlOuturvoing; O= QualIN AnatociA am rairs V& idt, alita 41 ug T-- fin � 011" cvuj� fLc a E23 F�quqcts weteurali ailliftAsELM Ammilm!!o aigretapi Inam 31 mTlwrw.TnjF)ber-C4nWcon4SmooVi�Stof NOmil"I 7&Mp &4U&,N*ft.IW,p*ddQ�,cl Shaker 1 Z31 r2az TIAO Yes V40 NI,AL III Product uttal, Numbff W iut.d-t D-Iod- Ctsulnuo ExtiMlop 04, ALWI oVedo MM Ilicirldruggli liml-'JL� 2au &IFIRI(gate &Ial tor, use Ift-It"t Will, tal Qlagi A. IV yvHZ glad. twitagad a Swens Composite Edge Glued Piborgless Single T TAkil Rod U0erlayneotv' ,HMTI-�) Root undaft�lrruruft � ... . F HC �,Vrz 0"rl= Y" aa WA WA IRMA E=,,t K.M. al=ff W Hill tosest D�ktk� fAML14MEMtdhM-Qk-- In ev.-=Z 2090-:11M Answers prinisurs - S- FLAR" &ovek�RVWV1-&quac it for Weld look febridated , ,&R.0" M YAS No a� Doo, 'Ath or,efthout 1 U302 Selolle(ni) ansdodoo. . TAW-o nx Top iDV-lvviW Vart **, pan Oil; Td; 2r Parno evimm Y" Yvs NPA. IVA If- 0.= h-m- (InvoAmpOutionaing: X. OK XO or OXO conligulaborr4 2 TAMKO R.0 JlftMY�It� TNQfl-HWc!) Root-�d.�---- T. u-4 h F IaC -�Vtg. 15"PUZ3 No ytit WA "A'ar I TAVACQ iaioosopvchv�rn --biM,wfvaq1ftzxvMtN 26 .L OWDV=16 N� Yes NA -��$25 lWintiPtiortV, ,I TAM-1-0 Off-Rug�, love Vourn'.Arl Rao- M va, goo 100 leo � Wor cli N I Nil"mut d t0re 0a"Allr2d You Yos NOA PWA - 4 TAi%i Rourtil lop M-Rogs Vent Van 3aM rer fire 2M on, "Cnxr,�4qlaMevr eRn PeflRe (--flatIZ213 Yes Yes INIA WA Ftorlda Department of Business a Profesisiorall Regulation pi�pi,(I Florida Department of Business & ProfAssional Regulation P., i #'I I i Florida Department at Business& Professional Regulation P.q. I a I I i Florida Department of Business and Professional Regulati" Building Codes and Standards ,5 n12= Building Codes and Stanclands 117o1ol Building Codes and Sta nda rds; 1,25=2 Building Codes and Standards 3/15/2022 Product Approval Application Cotal I Product Approval Application Detail : : : : Product Approval Appikatton Detail AS ^ Product Approval Application Detafl - - - - - --- � . --- I - %I OP �- , -- �" - r : 1�� _ � � I I I �. - -- I - L I - , . -- -- I L - I - - � I - - - I I I - - - - - L - - - - . - I - . - I I . - - - - - W11111i � - I - - - I - - - -- - - - - - - - - - - - - L - - - - - - - - - - --- , I , , .. I I . I I . I . I : - .. I L - - . -- -- - - - -1 I I I I I � - - I I - I - I - - I - , 1. I I - I ,� L .1 L L � - r - L L - ' ­ � L r - I . ��- � I . 1 . - - I I I , . : I 11 - - I L - � I I I . I I - . I I L I I L . - 2 . - I I L , , - - ­ L ' ", ­ " ' -, I - I I I I � � , - LLL I I I L ' , I - , ' I . 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Aw�- Dig all u"ded 21limW I w3f-V,20 I i m =0211 Quill ftuiliall ESC Agrowrel mu Aleamoul 1%6=0 aga AWoVed Sift- Milig Maud; Revision 2,am m2wallazilm Chanel Pratiankon Produnta, L-C. ii�w Dam= SDQiIMF & U"11154 YalklidLk -flet Robinson vVefler. A. Tilt JV. P r John W K�zqdntich. PE Rft imm Daft pa R& yalielaw sulton P&CA9219NDI Affagyk mam OW08r2o2o 091%lnx 1 Wulr2020 I wl U2020 Approved ^ % I FL462SOl 290 Ently or 2ft Patti =0 Calagttqr� R.MilrTi; � 60i)9a�-il$!, P-1�1242 0-47l-17�e,154 � .F,L cuivg.q� R-Ary . 001:ia-43-6wi �sn�m LLO t2l)S) 854�0`16* Category Sliludows; (954) elitil-750 PE-44167 (0541 In-M4 W RRI Y=Lqa Manufacturer Contact 2020 Engkle-w--fi yalwated %t License -Dala IrAla AWjW MMIM EmWJ09 A loved --2RL9.)%9 App, 1001112020 1011.0M20 FBC 12i"1512020 subcAinclarr- RoolirgAcrinaracriesithat -- Intessfi, Mil,"orting pocerasoltein kidicygiloo-w- nlufiar-a"Qorf� Roulau --I� c-,Vrj-. Platinum: rvsw lon r--� M- . Rcuniianoa"-GtewoiV,� 11 I i i SalliCa"Ory Stionn, Ra-6 Giant pWnc* Milithod: Emiturvilon RepQ1 Ito. a rherida Regialered Aroltrull Lictim"d Flords, timmbinwrillligippeiv,com Adomet� Revision POLYCLASS USA MawyAllanark John W Category; Rouring S9542331330S�nalp�ert@polyglass.mrn Robert Nleminen Knezevich, P,E ZT=2111 COMR..igw�h.d� E"ch"n", to=," ft� 11 Il Re9VRml,&,thde.t. ;,Lie&rbeVPicrVfk r"ti,.k F,�hos- EV*, : I � or a Proansionat GngiriaeV SubCategiory: Underlayments PE-59168 (954) 772-13224 1IM112D20 r-LAtM24taniggialth 12"'llornAwla Engnm FLAMP-R12 PER& I Conan, Assurance ALDW*Vtd for, van Adonctrad for i BMW Design . . F Lot 2L7L-Z- EM§ Q oft QuallIvAssuraince Anproland ftr i Inanact Compliance Millithold: .qumw-ArAlme ogPMfttL'%�ivd, &Xr&Jq� n qW km�& grain re .-.-I M--- " - irtil �,-V, go.k., �zmia� -.tv M.. &PH, -A. r"gim Rum Centel; 144 routa in kvliz rale, -M ftopl�-. co w Me 019110.11"", sal Qm- � ft-0 Emduct Model,luturo ber OrL,h-"O Ewutdipmlellm 90-13ki MaggLulik &QM=U&LVM Ma in HV gilmO dytg W§N0 Em-mr* E Evalliation, R"dit from K91 E%Wgaxggdjjwsw.&Lbm I madigELIAWO ilgalua luatudget 991 11"5214 ggauluircy-u lispatall Eadox.11 lll,�tan lu.p� ln,pad : i 1 21) Gage Gablofluircl Sunni .9anter F�nolall" C,xmgm*d GaYanaind Steel Stxrn pounds returned 11201 M222 Yes Yon Y" WA a Flcqida Regicefed I N,k4irl t�A4,,r TPM.qllioVk�Aff DA-4 L- P`l,kin PdW,opyK- ftlitaL, P-A V-1 1112norlwfi NV Y- T41 �97 ��r- 1, 117 Sne-600 lht� eh-ke&amr.SPnn$h&ke Vim proiki � Storlrl�- I;LA ,I Z31 2CU N40 yr., WA WA I of not by tranins to provide hurricane prollactiom Archited or a L censed M00hinnMely Madhied to PNWwd Deck * S-- No -Sul., 61'ali. &-o: W St." 1_' .S-- TOO - ah.k.. slial-knep; SO shilk. FW T,ofire - Rnikai� CA IMIM20 Mia ln,.614 - 41-id., CA i 1.13 i r-02 0 hi. Q-1 Y., Y.. WA MIA WA MIA . 2 24 Gage Gel�rueal Steel ,ftrro PlanalaM" Corrugated Galvanized Sinall Stionno Panels retained 1201=2 of nol lo� fradoo 10 provi Inteliclarne Wo"am NO Yes Yes WA = (D Florda Professional 401 5-Y Me - ShAt See- &00)0� SON! 5-Kc W Tdoa Evi- tR.- F.IPMAle-FRofte GA i W3112020 Migh Aoll. - Kll�f 7( i'21`3lWZD W N. YIS Y., MIA M(A WA NVA (D Engineer WA FLaNN"31 � Prgducb QualkyAlsouraito AgIMI,ildforuft Mnistiew.figil Imead Do �5 Will. ,---uaR. � linty, TX 1 V31 �2070 rl" y4i rillo, � = co � RMAX finechad Modet, filiterntaor at Nuations procksix RIESMIcin CQRWWI E321119211 M_Z oultsmit fteman oat* I I Polyglass Roof Urderla�mlintV Roolog ur�dedaymorg's W21120= No Yes NIA +Nli 7b I 2 Inelylitalls Roof Unulorlaittaerilr%r %HVM) FollyglasSROolunciefle"edtf(W-11111-W Pillilgritsi Ms*f wridibla6linilriftlor oat in FIaQtX2Y= Yes HVHZ luriadlieftions. POWaftr*o(UodeTIWftMiqtS,1brUSe In IZ-23r2m NO No Yes WA NA MA +WAI-6=5 � I � ANEENEW > 0-% F80 =n,HVHZ jurlaillettariel. Flairde Department of Business & Proletrisictrial Regulation �`4111 oil Florida Drepervollunt of &sinoeis & Proleas lonal Reoubdon - Nva I 0 I Florida Department of Business & Praressiorall Regul,aloon Flee I 0 I W , %-j IL 7 2 Foryglat l Rool Undelayroarets, (HVW) Pollyglam RoOfUndedayinertis (nor-1-11,11-14 =5 P fixes roof isinderalojilt ents for use In FUG lZ2arJ= Yes luriedlollone. PoWass roof uunidentriments.for use in t=Y= NO NO Yes WA WA NfA -NlAt-0225 Building Codes and Standards '�15VM22 Building Codes and Stamcbridl; P"txW 3Wding Codas land Standards 11702=111 > OL FAC non-HVi4-7 Turisdiodons Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a I 1pindirgIa" ii Undelayinergs, (HVHrp Polllirglas,4 Poor lorkledg&rn ante for use in P5C 12t2YM3 yes No WA WA - -.10 � r -- I � I I � � I I � :: :� 1: :�:: h : �� � I . . - I 11 � I I : ,::::: � e . , "i � - �- I ,� - �.� --;; � .� ,,, I r � - � , '­y­�L:�,t,�a��' � r � A � ��-111 : �: I 1- �,:, ,�;T: - ,_ L , 'i:: , I 1; , - `��T� -�g '.�,� �� HVIuZiunadintioniv. ,,,�Pll , : , �!: : : :. ::In L I �� � _ I 7 11 � ; I ; � ­ - - - �� � - I I - - I . 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I , � , P . - ,�;,;P.­ �:2. �. � ­x � -, � - , � - ------,- ',,,, , �=� --- .-, --� m . 0 <j, 2 --olyglass Root Underlaymerri knon-HVi � Polygass nolorandedayrrierill tr usie in 12123CM No FEIC ruon-HVI-LZ jurisdictional Yes NJA +WAI-6=15 L �� 92b , I I I - 9011f - - plaiging 21lie- 'p-aw Data p2w lodO 1 �Igik tillitl 21tt 292 YA&UMM 299�m Qftefflum L29AROM�- AU A92M.A.- 31abj% cmk- M-Noo= entry Couleal nuim A. LWIM air .-Mm own Data Pffld -092 iutuw mwzw FLM &Mpyd eogamm a" " � POIrMass let In F5012123rA23 yes No KYA WA iw_- yemm X--Vfa- Rztmt Eggleavir & License Validated Midolgled ILIUdead FIRC Ali2ri �ved 21-i's 1%92 attic BAOUL49am SIM= 2mtlmAlmm xd9921kt I i 1106M.-el I I A srsoi ApprO,*6 -Y= am= "mpg 0 � rod unnilerlarn arts use HVHZ junsdicb,cas I -mkn X,210 R, All nn-iorkm Shullw5 ar-4 C�or-a Curtorgarlirr ��RA*rrt Mae Barb�w Frank L Bwurulu F F Tray Eav,op, P E. �5$1�?12--98*2 PE-014654$l I@54)947-38W 1 cf-lar-20" 1W11512M 1 1 fD,11110-2110 IZ115 M12.0 A--",N,.I,d tlM,[LdoV 102I A*,- Calloom R=li cw000dnts Sooileiii.ry, T- Fivian &..it L-�. ICC E-luvran S.W.� L�- willa. YL R-1. RE I�21) 711--,1377 I407'r Rol -la" M-K*.Ipaet� d0n, (011 �X 21) iw2rwl) FeaAsion 202� CoininicirciviLvricrek ondaiettine. cusinevoic 5"'14rat �=Vaenie Roden larrus alloollP A cireeninlIs jetin NO) 48A�)rm&3707 P"IT-14MIS f��!2l ffMA ane-duld-illvasnaeorn _P�111 1 WeMPIZ I 711 ffr-" 17r-1*2= 0.9 FOC Api = 2 0 Pldyglais Roof Underlaymel (mgT-HVHZ PoWuMes roof undertaniments, ,,let use in 12J2312M No yes WA # WA I- 0 7-' 6 SUbCatagoty aurin Pence hVkA?o@alrz.,tV,-4n-,1,ul1e rvociepace,w. pluscut Inanou"d a 0 R Ranvie 0 FRC rnori-I-Vluti, junisdaltiona Oornrplfarroffttllad� Ev21-oliennRcluxtimma Y&COM Ca.sAl- lil leani-l- Ravint Ircen . Cauv,'t E�,Mlvaa 5-Sly N - Ten,encially Corriplial Modica: Ennurvaron Propon ficen no FW ift P-lildisma fiectfr= .i, a Li:xnnsed Fkcn us pirdim."X'a; Eq9tricer ELIP.rdiaA7 Pf a FWde ltvslld� X,hnuet a a Licensed l7clids Professineallihormr do-41, %-; EllitzlImpligiiiiald 9---%I2&`;`t"Q- ARL"-d fe, i LiteLvail--u- tv-d ailime " Quality Aslaunat ,katimuoul.foruIso 8dvr;;-,ltRgj9j--U I Devon 6-0.0 ftyleat NIMPL Murobler or Nam W04109 AWN 4-stradittioliptertato� in L."do Fit"Illeut limurt FL077440enenturct -1-Q 0 Pnodwel reveal. Numbler-Narre Innoduct g-wipt;or Ovnt.aint F�,pirvtano Data m HVKZ 40jt5klaHVHz Raulvitu"it pre5awtv i ITWA0GfA]pi- ------ or-glh fK A." S) V-W Cam'-ft PA". - 21 I 0 0 4 f- Y" MIA WA Qwk"HLM A2m2ngALLM &QmRaglzim ligm case. 0- 1 2492 GaNancted Steel Salim, PaftsM 24gis Cialniarrared Seeel -Rb�fm V�Dnels 1 251 f�022 Yes Y� Yes NYA 1 I'le, Sooffi4jAfte Farlse pf& wilocomectorFwa inillcrG24 Y. 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LBL LAnImmoe- V'Nand b1mun, inyii r.,T,-, ,�--glaeft O,kl Ynk UP, . WA CTAU -7-.,V� WOW 1*0V CW Umn VW*V3 . 1 SHEET NO, 4 UtTifietS 18 paa� ndb .1farrifth Ii.- -nd. pillbi 11alQO22 yen Tilli WA ft.1A T 4 7j RI. leniva struda ral L urniner � a e ritera 3varld 3V1,,----1 No - ne, P" tioard Firm bollad S V7220,19 20 ,_--. hon 06blift "" ,anin"ar d0- 12M=2 Yes T. a NIA WA 5 V4*ydd� Rlffi BOW Unin,led 51,and BlaiMl Ree Boland OMI�2023 No T- 46A WA 6 7 Tod- KffiS TL20. MT.* ibira vaen-ne-givion 12F3,-=2 209�,�nc"wwo�io 11131=22 Yes *fa �- Yes NA NPA Ton MA A 1 . August 10, 2022 P A 1.1 � anal EQ�H�awal ca, aYP, Hu�din{� and a ranYWxYerY Huilding C�ga arod ar,d�^da YYM1N".mil Hul$id'i eTYCi 6 � Hulding _ i$� ZD � pRft Tot 0 n M VJ LJ ® = E0 Q i a b Z7 Q� ' ..per +� i C'lS L C.� LU 43 L JJ -00 - Q � Q 0. J a_ SHEET NO. TsE inYxYT,s W ert I�e.''u n$w kAY9de - dbrPY csi'HH�s $ #ro%sa&nneV tau{eticrn 1 d, FkRida Y9nt af' Business d�,nal ailaQV�Yn �: d'1 F$arAda lti e Codes & StWKWWO CD w ViddimaDsomkifien Imia iinkm3Q,4S x7 ,aVYtla�, Mb Yta Ill �31131ll -50110) ft 21023 NAMW _ NQrA'iat ' _.,aTWtran%k,A'Ulaxl * Bell V Pill hasixellf1w Loam NAA QUWO i lal paa aAtv�angk-=45rag Rikrasta nl "C?`�;itip(OM 1'r YIY'zi Of AF ol teel LL- OFp',ePl'•4Ylil Alu Yoe PA (3) (3- P C= Simpson Strong -Tie 2020 FBC Approved Products JoART06 12rXII Simpson Strong -Tie 2020 FBC Approved Products Upiodr-1 I Sirripson Strong -Tie 2020 FBC Approved Products Qf: E= Simpson Strong -Tie 2D2D FBC Approved Products Upload 12,50VVI) W Forairevt Ink,, to all foucfu� SrIEB p_ ���N_RMS Forci trosto -116STapprowaaMe I bi 9M "eg� Cg, In, 1 11 kx nde,�f in'r, li, air to"'I Idlit"w ds isrej beI C� below V For dii kAI to 61 tupropooiw, Ia&o . , - - i-i i Forsade-Ma oforivitoon cogrodh Flarituts ritalowido 1, oducl yipproinal ftslem W d vinifor-II County Nod,,x, of AuNtpoomo 040A), Fcr namorial �nfornaruon tegamllug F�vwvt ApoaAipit-tern or a Ccx�,itw None, of toxviitw4er fooAi rl.[�M, rje III I of dw� FiM Io 11 eddli 10ioll Inp-Wrilmuco I,,,u&cIJJi I'll e-lJe PM1WA,-WWM 5- M int"I i0ifirit-Dridt, �,ounty hordf;t :rirddu,-q;ovxe Mtt-'t, -MIT", I atinillohar InfonitHlion liout"illto 19hAcW3 f3tskonlut Proultot Approval System and Main-Dide County hatce oVA-mottance 010A) _foT, = Cn HlJSC scilDS tao-q"M fac,�mounf hanc,�,.rs divalcildle In'sidtis, fareing from 14W to 3� 91115"and haights rang[rig firoin 4-5fiff"ifin 11", Coricantled flange Sal PrilAw Qgaigril;I 129 X Pidi Mdgl Ng PMducj: Q_escription JSg_# Pcidg- Mli NjjmhRL(L Narne Prod not Desc dZed I A2 i. A25, A33. A34 sZ5 r A44 Amite,. 511-11 idiotk` es gretter inart 3-o"I 6" 12 (D 2 APA21; APA4, APAS, APVA-211, APVA4 APVA8 Outdoor Avoeir's uiftole�, 1-FASTC1,14 Ccited SI 12 klqjfirles hangers lfranee-m�Anr i4argotr rivinifelde in vvr;.�%., mriaing frorn I-Wr to 3- 0 -0 3 AP244 AP544R, APVDDI N"S6I kPiNd fW66-IR, dFluil �,i o, od-IBI 011 Aodf.444, APVIEA4P AP4666L APV9F,0,R ,51P(ItT EAo- OUtAoor At -ere I . 4 - CS16, CS20, CS22 Coiti E, a 'dou hiltrangin fromg-INt"ro, lf" 5,16'and Keg, 0 LL_ = - - EUMM AlooUnio, APVFndyiRr yl?"�"' 0101 D'I DR 4 CSHP18, CSIARM T-S, LGt_t525-SDS Facer-mou At hiangars, IM 3 a -d 4 AF-uJT2,-4.APDj7ZRz Guldoor Acceru� Deckloire Tie� 5 C 2 18 Strad 14 LU24, LU215, Lu28, i:,J210 Face-maunt hangers M > ;kLJg FLUMat ModaL Numbor Or Norne Prigiti DOSC6000 APV`DJ-12r!r­6 6 11 oSP T5P Sold o' plzke to is LUCz-dZ, AWK-2107 Facc-Anourt hargars, Ln E 0 1 501101 liDD5 Outdoor.Acoerrits Courioutur Sairaw 5 APHIHAlo APIHH45R, WHH01 0, APHHS1oR :Outdoor Aocereo Heavy HaI 7 FIT, H10k V12:5A, H3� 116� H7Z, HI 6, 1 Nil 9-2$ HrwiiIa­ T'L, 16 LLIS se, ea hangers Face-mourit hangers fi�milapfa ini vindho eledfj TIonin 11-8116P W 4- (D cf) :z ow, 1;��, �,;zxol A, S01I sthimm Strong- Drive SD Cart n Ar, _91c"w 6 APL4, APL6,.AP74, APT PI APVL4, kPV`� 8 APV74, APITe OutdoorAcrento Lad T Ties A P17ZT 2� HGT '-,, At"T -A Heivy 7,,nderTied4)*ri Wand heights ranging frAm 3�'trr 10-1511 e" 3 SD91 12 , SL*21.2 Strong-Drve, SIDCornediar SS Slailoo, -_ f ARLH24, APLH24R, APHH2ti4 APLHZ16R, APLH211), AVI-1-f2l OR OutdoV, Accents L-grit Hangers o f4­rJ4 Hun Inane, Tie 17 1,10,111ML-SDA MOLS.25-SM IVIGJ5­50-SDS� WK3U5xQ-SDS, WIGULUdi-SUS Face -mount hang III 4 SDUP-12A34, SIDUP22,512. SDCF22al k IFMF211700, SDICF22856, 50CF221014 S-1yorg-Drive SIDGIP TInI Sciefit I, BVILZ Brok Veneer' od'gef conrinctor in d hSSZ-SDS1,54 HSS2-2-S0SZ H8S2-3-SDS3I H_--A-SDIS3 pleavyitud Shoe 8 ToRLI spots filtnige"' Face -mount hangars avaroble in from i-igirltli 5- U) SDCF22i 4 34� MCF221 334� SII Add, SCICIF-2723M 9 GST22 COT4Z Concealed E301 rn Ties 11 HST2. MST 3 1-1815. HSTR_ Straight Strap& Iff" and heights ranging frorn 6-1 VIg" W 19 V2'� 6 SDGP22434� SUCP225I'7Z SIDC.P22514, SDGP227rr, SFfCP­228I SCM221-124 torong-Drive, SLX;l7 lmiber-,-P 10 f:1il p?r GJP17 t. rince-allso Joist Ties I _� -S16 Qlfl� HTS24� HTb28 HT HT - . FITS dl� FIITS30� HoaLty ryArfr, Svrap 19 MIS26, IVILK926 Fam-mount hang lars 6 SDCP221100,8DCP22f 1134, SDQP2714lX) SDHR2740(t SDHR21 4 y� HIR31 4W_'4 IiCHR-31614 r I'_� 1-iltor, ;�Drve SUtHR Connito-Hoal Scirdii, 11 12 0,11114 r`t;I Otok to st Tie Ord, tiVall SAar 13 14 11 TT -6 -0 1 -6 KT Z _ 1,4, ', Ii, 0 20 KTZ LFTA Heavy f,WstStrap li IvAnir 11 in Anch-, 70 SLIP I SURC S": scres hangers WailodO d1WKWIS heights ranging firm 113aC 7 7 S 0S 2 5 i V2 -3 DM52 SDS 41-2 ;fti fia ­6312i g5 Str org XJII WE Heavy-uXity Contricolurtk-reor 13 PQ14 ItTarrimu Ckips L�, F,3. LETAI 2 LISTA, 5. LSTA1 S. LETAI-2 LSEVF#24� L TVII-M, L-Ir ,SE� u.',dirglit;�ivaps Conceallad flange violation (SURC, SIIJX� avaliabte tdr all double STS325501I SDS25600, SOS, 580C 14 F1,11JAIII; FounerroorttNa"I Ang" 16 LST140� LSfl foraf-,dt Stiogis 2X and 4X modets� on Y Acura fisti is comeated a SOS,25�128S� SCS�WDOSK� SDS25312SS S is on G, 0 1 W, L Fd I �, V­ 0 ity C,-. rutootor Er E Sor ew, CIA1 GIQ Gusset Ari i7 UFI LTPAU f1i rrfipr,�q 21 ILI Attres hangers Face -mount hangeni avItiobte in v4dans mriging from 1-9`16"to 9 SOWIF2716, SMW'2720, A-�'N-ozM�F 8DWE2?-,e),, SJ)u%IP2730 Sororia-Drive, 6f`IVVF ;lIvoi-to-ploix Scrov, 16 ,I HF, F H2o r I Hu� HICA-111-110o, H14, HQA10 Hurricane Ties �,q ITS12. 1 T 516� LT S1 8� LTS-220 I lid'if 1 �ioso Strap Wand halights rang Ing from MAI to 11.114`� 17 I R HCIIJ77 II HH6 fri.,,ty Conewled Joist Tip Fleader Hangers s) 20 KAGIF PAST27� PAST37, MST48� WIST60; WSM Soaltnt, t Strap Z, _T_ FL#I_MG -Rill 19 Kf?,SIZ _,li7 21 KII 94� ­T 4_­ "of 12 MSTAP, MSTA1 2. MSTA 15 NS MSTA2 NIPTA-'Or To- AM fAti for,oal't Str-pf� FL*tDW7 -Rfi 2D 00, 00, 1.70,00, qno soi 21- MSrI MSTC;do MS�CZ_Z- to- II TC-16 So argird ".ttard:, §10A P badvot M0,024 t4um�tm--�o�r Noun Ergl:1041 Descriation 21 LCII PfA-t rap 27, M-17 CAB E-13, tAKSTO(I Pro Pant So non PMdtjL1 Q11aftAW11 I ATHIM ATP11-Z ATR-R, ATpig-,b4 Threadeni Rod-_ ZZ LSD,', L,35q� LS7 0, LSW 6koodblis Angles 24 MSTR26- MSTII NST148. RiXt�l l6r), lijISTi7�-, tolapth, Strap-, I SA%vdora harforra Topflanina hangersavateete in vifidthe djulging front 1AVIrrW 7- 2 2 ATII ATJM-2r pyFLiD9, ATUD9-2, ATUDO-3, ATUM 4, ATUD14,2 Alurrunum Take-Url)-m-icce 2S LSr_2 AoLobble Stair Stringe; Conneckor 25 li 2- MTSiO, MT-518i MTSM MT-S:22C II fv`TS5rC'rC li At ToirdStrap 98" and heights ranging from 7-14'to $V� 3 ISPV2-3. Sin, EE,*ff_Z SpdJ_ W-2, BPVP�-� BP?44, EF_V4,3, BPRTLIM-4 rose d1rud phroos 24 LaSJ2SLZ LSdJ2,_3RZ LSW2PyI LSSM2EIRZ, LSSJ21OLZ LSSJ-21 ORZ Field Adjiofni ia& Hart-aef 26 110- 12. FICA2xi, 21 2F li 16, NCAW0.1 6, W,ozx 12� 16 furdaurg 2 DGIEF otines 'Magruss Topflange hangers available In v0dtliii foriging imin lt-We'lic 7. 4 GNWT8. CW1112 CNVVV8. CMAMA� CRIA503-112, ONAIN4 Sfi) couppe, Nitta 25 LSSR' 81, 1 SSR2 ILSSSFI7.17� LOSIR2 SI LSSR210-2. LSSR410 e�o F.Wd Ad ok- Slon *'el�emmmlble, Hanger RC=,tVS1,4 Y" Prowinn IM"andheights rang Ir* from 9-114" W241', 5 CTUD55, C�TUD65., CTUDW, CTLIV-151 CTUD76, CTUOT7, CTUDS7, CTU008, C-TLIL1127 Coupling TakA4Jp Device 26 LTP4. LTPb Tie Pliatta, .5 RII RPS22, RPS28 Repa" Titsto 'oriol) 3 11 sediford. hangers Topflangle hangers itivailatile In "Adths ranging from I -ItZ'to 3- CTUDW CTUM '27 Ml U.247, ML20Z. ML28Z. MI2107 Attlos, 29 RSP4 Se'd �ft Pole Cfunneirw- &S"andheights; 2o'L C 143. NI M No Heavy Hex Nuia, 25 NiNt H -1 Roof Tin Down 30 SPI, SP2. SK SP6, SP8 Stu d �l site T e. 4 Ek�pff; sense hangfors, Topflarge hangers available iniadid,% ran;Ing frond 1 -Zott' to'3- W RTUIU-69, PTUO4, RTUD46, RTLJID5 RTUD5,;I ttiU00 Ratchefing Talre-U p loeince Za ItAM-ic 1-firged Roof Conn "�,tor 31 5PH 4, SPH5, SPI-16 Hpavy'Rod Pahr'. Te, fiffil'andidelo his ranging from 9-114�'ln 24", If TPJD%TLV10 TAOJ* Dqvftx� Zoe NWILUZA M10111,11I MWILII 11,1111VILU26-Z MINILLU10, d4VILLIT211, MMLIJI',�9 tMALLA1211 Fa-ce-Moutat Han g®r rs 32 S,52.54 S53, S64zo Said Sir ore 5 11 EG7, ErSr4 acqkiift haniteFs Topflange hitingersavailable in Wdoris rarigIng tronn5-11,hVIto 6- 9 TILIM8 Take-UpWasher ui RSC,RBOP Root Goundopy c1l x3 , � E go sr9,S`T12,ST18 ST22,t-3�y_-2 S_7-2122�Y12`11_,SM21�� S JAI Straps "ook Wil" and heights rangingftom 11"tC 32_T`2`r 101 UIRS3 W Uplift Rod Run Tiedown System 'C, RST-3 Ptuf Tuf-Cmrron, 34 -0-20, TW!7� TE-31C 7836, TE42, M4F, TF9A, TS60. T860 L.1 ,ndo ir"4 - 6 hangetv 7J5p f1tiplipt hangers availobts In sisdols otrigIng fwnn 3-6A"' to 7- IT I i R-,:,A V2" Uplift Rod Run Terl Systern AS PT)I It"G42 R= RTC441 Riad Ifle annaecto*r, 35 T T1,171I TWV 4 Vinall Firading 1/4"andheights nangingfromll-14"to 32". 12 U RS-9 M" Uplift: Rod Run TWovion Sy-Wem 54 STC STCT, OTC, IMU4 TnIv5 Cips );C-,TL Va�ra"_ PiLtch Giuler Tied000rt 7 I`.�,L,Sssr -i hangers So &Jle F ainq -411 Z-ijitlil to 8-7diell Iianglitla liable th vvidjuS ranging fid is URS6 I Uplift Rod Ron TiefloremSystern '35 Tli TJC57 Tin,** Jack Clip� $7 V`16-106� VLAdI00c, 015120, 'WE-126C, "W1 piaclro and heightsi ranging from B-112" to 23". - o5 Z2, Z4; Z44 Fi Stiffener Clip, 8 re CL hS try oens, bern 7ripfianga hargers available In k4dths ranging fionn3-Tul" to'(- 1181"and heights ranging from I V to 3' 2,11 ELO-Q-441 _-36 9 118 series hangers Top penile hangers available in *dths ranDing from I -9116"ith 7- 112` and heights ranging from 8" to 30" §W FrodugIr M2921, Nuirril or Naing P112411ju 2bgriPtiOP --%U IF FiSdiii MII NUMIXI hiuc P1991129ft1=11211 '.0 Saddle fangels available inividtharariging ffqMlt;_Jr4i'dD 6-716' W 1 Finkodlown §M# Product Modal. Han bet or Name Product Pescin II C P Ht' W x 1, C D H 2 37,x-, I' ,, 0FP_':',e7x1 '5 Coricv-116- hange-, and hunifi anifing from 10-1 fZ'to, 26"r his o 2 h O'C'l 14. H D(,"I 0/22 Huld-doron AHEF Adjustable Hip -End Quilror,,rdui Ulu DHU, CH UTF fty�kit- hi�rgers Fardf=rrd>uft,,UQ 0HU) and tidid-tange (DHUTF! hargers 11 HGLT sorratt hergeo, Top flange her gets availab le in tiii langhip litorn 3-1;4"' to fill 3 4 HDCA, HH001 i, HHO014 HDLJ2, HDIU4, H1DUI HULA, lArILI 11 HDU14 HoKnIcrot Hoki�dcivn n- 3 STIne, SC 2J.. o qi� - D, lTnr��p D I S S"A GIM Drag StfutCornento,s Gable 51face Corof-,tilot _ I, aozAWbu, irr -odifths -ang _e III 1-4titt"a 3- 1 " r. I a a d he ghts Farming lfc6ln q0fa' to 2M'Vld`� dfGLTV serres ha n;o7s M" and heights ranging from 7-1 t2'th 32" Top flange hangers available kn.%i%AdtNs I211DIFIng AMA 3-1/4" 110 1- 5 HF`10128� HPA3� Stralp4tylis purilin atirchor 4 HQP1 a1i Hr�P2� HCF4, Hip Come; Plate a. H��`Lij dru-$II HeIJ5r Z1,SDS,, HGU5 Z­ F or o- A- o 4 ri t hang ars I M" and heig his ii n g log from 114" to fef", (it L-STF08L LSTHEY5RJ Z:Wap-style hold. doon HlqRCZr2, I-fiI -l' J PC', o-, 2 HIN Wr-,4p 1 51, J+il t,44, H H R-_-5 2 t,) 3,;io H H R r_5 37,S 1 2_ Heavv Hip to Ridge iuoirFectcui SUS, 3 PIT sernoiliargem Top flange hangersavailable in wdvis raii from 2.5416'to 3� MASA, MASAP Foundation anflAidir strap 4 HGI J 5 rc nes hangers Frtcs�-niidivttbanlgers available ihw4ft rangingfrom 1-5-41tio 7� 1AM" and heights ranging fram 18" to 26' a MPA1325 drool" Sboip­�dyle puonamxor it 1181, i-IRC22 Hip Ridge Connorrtt# 3 5� I V'to 1 2-7ill", 14 iTUSTV%erles hangers Top flange just hangers available- in Mai rang Ing from 3- Iffif " to 9 PA18L PA233, FAZd-, PA,'�5, PA51, PA64 Serop-spike purlit aroddor 7 illprit2p L LR _J2p, LIJI 0, 1 tfuJ21 2 naffar Hangar 5, H I-10, U45 25�SDS, HI-IG Ll5 ,�G- SDS� HRT� J5, Hr H4,; J7 poLSDi3. S P1,`4_J 7 Fartvnio4nT varigers SA118'and heightstanging from 5-Aip" to Mlirtd'� lio PAi-iA_PFIr23 P428 PAI�th Stra"hirle puriv anu�cr p L3070 LOSIUM LSJ211�01 LI I'lardiet HHIGUOLIDD-SIDS 15 Top flange tMitigera available in widths ranging frorr, 1-9itie'lo,5. 11 STHDIQ STHD10RJ 1eTapr4tfpt holdvltopv� !4 78P46 I'BEC, �rwss Rearing Erunarott, 1 6 FH1 r � Z "J'S210-2, Hi­qJtn`I4A, HHUS48, HHUS4 f T, HHUS5_50i S25� Fsce-nI huxige're 112�'andhetghts ranging from 3-7lillf"to 15" Concealed range 12 STI-Irlidt, STHD14R,J Strap -style holn-Utoon ID TC;,L4 Te_Ah Tfussclip 1-0-111UST2511D vernittin JHLICTF) availi for all rrode[a having width equal tia of 11 ILHo(-Al? 0 r�� T I' A 4 �'2, HSUR, H;SUL� HSUFC'r FISIAC serer, hangerr,4 51fooad tice-mourn rangtor, avelirmle 41 vviti oviging poirr, 3- greater tnall 2-9ul 6". THAC422 TI 7 HA472�2, THA4216.2 IJB" lAh-1/8"and heights ranging from 4-W'to 16-3W'� 'a :loor, &-don [is nva? v Topflaitge hangers available In, widths rairging finum 14ile" to 7- 12 THAIII, rifaZ, T WJA,22, Ti­p',112 102, t HAK2212, THAFI22 TH Ai',M5 22 THAI ?,,22 I K Adjustable Truss Hanger 60d for ­Instr, Conzeaf-, I flinjrvetsion (1-1,51JR 'V, H$ULC) aVaI ko Oil I Si" wind heig Ali; rangIng from 5�31&'to 26', 13 THAL422, THAII e� ,ocweol Truss Hargor dou k, n2X, A rid 4X models, offty M11 de fia Age r-- norx"eal ed 11 IHIAIPH series hangere, Top flangid hargars available in -,vidths ranging from 141 kc, 14 THJA26, LTH.IA26, 1-THI Multiple Tfuss Hangers 8 11 � HTMM H-rui,210 tffilw_2, �-PD211 U-2 Fart, notint AcrI 117and hetighliat rariging ham 5-30' toW," 15 TH,11,42-4-SDS-3, THrrJrtQ-5-SlI T-M.jt� THJU25-11V MuNind, TTwiss Hande's 9 H Ll. H I IC ser" ho ri rs Fa to. Fit Ain A 'I A An 9 e is avaiialdi i i i Wifthe ranging froot 1 - Pil Ir'llo 7- 18 frGsmys hangers Top fdiinT.� hirgers available in WrIms ranglig from 1 -GriErAi 18 TSBR2-24 Tntos 191-114'. Concerted Range 1pfitt" andtooghts ranging '17 VPA-2; VPA25, VPAq,, VPA395, vPA4 Viiialdin Pith Connectors opmen IHIF�',[ sonligbirr for ail idnotw, havingivwito oqUalto OF 19 JR settles hangers Top Fertile hutrigairs available msidtln of t-gi`19'and heIgIdis 18 VTCR 'Valley Tiufs Clip 'greater tivan, 2 Ad 6' Falight; Innins,3m,"W7441 10 HU001.8lig-SDIS, HLJC�J1.81,f11-SD';, H�_1CrQF10-S_SoS I 'Ut*X"�3tr-, Face-AwlinT harogers, 20 JDA serilas hangers Top flange hangers available in viiiI of li-FiMit" and hetilfaq SM, H UM41 0-SiDS, HUCCO I 2_SGS� NUC45, -SD 8, rrrIX-XId 11 -sDo: I-� o-E rr,,- Aranging Irorrill-SA 6'ilu 43-1/6' A. MV _v III------ Tit iflual Re I ans Review View Assist. inc for compliance completed and approved with the 2020 F8C 7th EdII by Debra Anne Klahr P-3110 rAZ Simpson Strong -Tie 2020 FBC Approved Products UPoilied 1205W.Wn) Simpson Strong -Tie 2020 FBC Approved Products EM= Simpson Strong -Tie 2D20 FBC Approved Products 12M702-3 Simpson Strong -Tie 202D FBC Approved Products Updated 12MMI'Vio M For dill Inks to Visali afforevals III Idedw, C jLJt� fT-, CIE. For dinvA irri to til SST appir"s 1I !C= For count pint to of gSt laiod bel", gjll�g I r, Fol, tidioutiosi Mart-Nde Countr ponot J, LI QJ addborial infcrnTwzion mit7rdirti; Flolidiut, iouifewide rodurd: Aopi-porl Sivoon mv loviroi-loodd cowiti Natoc Aurro,onte UiEL.�� F Air eddtional regarding Fir.tila's Statewide Pteducl Arnood tiolom mI fhay. Notil of 440-l", For adoodaId infuerhoArl viQ01dorg FjOliclaSStrudiii f4drildt Ap ZI L�dserva, deniswo, Too 'flange huringfornavailadie in tedirt oT Lind hedfd$ 16 & U510 5-9. S)LBVI 511, SILBV2�W 5f. li 37� StLSV2 P3, f3tl.�%12 F68, C-III - IEV3 � 12, Top, Flairge tout Iyrrtpers� 5 SET NP Atoofluve Anciudir too cout-itAr SIXIV3-59. &LBVa6'_' ULqv4GI Soi.W,14 `7 SILIII '6 715 SILSV51150 6 Sourig-13-ok 2 IsIM2, STS24SS, WL;MSS) StonTI-2clit 2 Wedge Anchor for corka-ete a-aila"o in carbon 22' LSAZ serhor frdirdlws Top Pange, hangers available in wdtft of 1-girlift" and heights 20-9 aliI M29W.M1*LW_A1= M=12MMilla 1 P $iL._TZ1r, Se-LiTT ZZ, SItTF, 14, FF-1-1 4, it I 15 Hoidowtv toesuand TypeNSC4 and 516 imInliassatord otAging iddrA W-3fW to 13-IJ89", 1 PHLIS010-3, PH U821 ir' 14 Jok HangleT 20 9W1gTa0, WIVIST72 SIII 118 inif (10 ga) 7 Titen HID (THII THDHfOG,,THD-H49S.THaH6S-,,TM-4Z�S,TH-r,�,c�%ss) Thun 1-40 Heavy DutyScrew Anchor for concrete and Twori A15 LEM� LEOS, LEG7 series hangers Top flange hangersavaiatle in wdmqmnVIgfiom3-114'Jo6� 2 IIR$k� H RS8� I RSri 2 Slap Tof& - 5M Spit, Stud poto Telir avalsbWokir hexhaad In corloon M"JantlTypetiI and316 718"and heghtsfainging froving"W31I-142m.' 3 FUOQ21(1�2-SDS, HIUCX.4210r3�SDS, Josr Hartgor 2� ��_�qpL IDS-P, TSP Stu d Pa fir� 7 ors pludolisait steel, orrvAh countersidink head in carbort steel and 24 NW5, MI series In angem Top flange harritters availabliff in widths wgIng horin ­114" to 0- 4 THGMZZ. THIM3, TFIGUI-Q, TFIGDH3, T110SE4 Joist, Hani ' [ Ct DTC -, ru��s C lip Type 316 OaInIestr stifel] 713'and houhts mriging finm V to 32f, 1 J2' 5 THGO2 SDEM, TH G 0 5. S W',4,5, THG 0 H 2 �Sin g"'t, 7 If D ej 1-15 5, T H �t C4H 4 SIDS6 joisk Hariggr 24 Tiru&s� Srno�� 0, Agana! 6 Tilan, HO Rod CokiIiiier ftlpl�SIM_14RC, THMS8,41I Thars HID Threaded Rod Coupler for concreite 25 NIT series hangers Top Nnge hangers available in widths nungiffif hont t ellty' le 6- 6 THOWS-3, Tri.01fili 4 1 �IGVV4-a, THQ1,144 joisif Haigin TIdos,dXK "onnector g: Trunn HO Thriatidled Rorl Hanger IT HIL625 I 58PH, THUS3 1 58RH. TH03?2121`�,H Tio, on H0 Threaded Tood Honour for concrele I M" and heights ranglibg from 9-1 W'ta 24" T HD502�WRH, THM02121RR) 26 PF, PER PFUS, PFIDW seres hangers Top flange hangerra available in w0ur of 1-9i'16'and litfghts lu _100AI (WA) Arreadriny tanging It om 3-3LOW ib 7=1,16", FL#13904-RS (D 27 28 RR ftfiv series hangers Ridge differ connector Top flange hangers -available n vidon; rionoorgo froo, to 7 MglAcL dumm t�I W,- EMdUSI Q� yqael2U Product Madelf, flum Mri Namig tMbA29RI �Fio fWaIMM 1113` and heights tanging 9-114' I to 321,� 1 LF'TAltr2lD Double ErqevdF,;,1 CZ�Vvr_ 52 C -WSHF Wsr"o-ify Pio� Clos 2 3 K� Tltt� F1331 RHL,:FTiTR HIR Hild, HIBS, Hilig-2 Girder Rid-ofit Aryddr Hurricane Tie CCTO NI4 62 - S_-GrG CCTOM 5. W S DS G, C CCO NC3 62 D S�31 C QIM4 S S_eI 1 Ermodwa m2m, HUM WiEzUR AT-XF MWISLUwanka'ga AT-XP High-Sftenglfl Aorydo- for =rdratear irri 4 HFH-IIA112, Pill MIT, HE A20, HITTA24 HFTA40 Frinbriddled Truss Andvor R-L i-. LQ.1,Q_VG*.T. ECL-1-M! '2&KT r E� C,, �)Wsf:- 1 Et' IrT. U) oIM rKi,, -KIF, rAls,-,ordt, FIAT elap�s 2 _nT_HP ETMP Eism-cfAcorodivo fro fivinothry HEIA�_17, HILF-A1.106, HETAJ Embedded Truss Anchni 1E,r_LLQMZ-14 52G-KTr 1��GLLQMUS.d,l)(; KT, EGGLRQW3�620 I0 ECC1RQMD41,62G BET XP ith l. IV . fair puttolnry SET-XIV HiIIIA-Slimto FrpirtiIyAdires A ,%so-# I Erodpict NOW, tinuttlogir Or Nam AGA44. ABA44R, ABA46, Arjo4jfR ATIASO, ABADPOR Product 2MdrII Adjustable Pog Base 61 7 pk-�Wvl � I), Help HIAETA16 HHEIFA20, IIHEFA24 HHF_--­A40 Wasonry F111I Coldnecitis Heavy Embedd,,di a KT, E0__RQf15i SIM XT I I"'l "il' :Z5L HGLJMl, T50, HIGUNT7 M I I G'Ll M7 25, HS Ukiifl 00 Il Masolird, Hangefs 4 - SpnrE24erer _2 iSTR2, Tion 2 kTTN--,) 91ronp-Selt2kiltiliedga Mchartorootsortly 2 SorevvAri 'or MAcFee 2 ASL1144� ABU44R, ASU461 AlIfirdfripf, ASU5.5, ABLI15-6, ASLJ65. ARMS, ABLIMIR, ABLM, Adjustable Pop. Be" a _ _ 5 LC LT12, LC�Jr",��'j[IS2 �t ol.SDLI�l Girder 7 i0down 4 L(�l!.JM,!5.2LLGL�iV,2�5�,3,LCiiJM26A,LG�iT,!,'-'�,,2,LCt�Nt-��,�-'� I'dol An He, 815 -scrify BAI na 6 Tilen HD [TH.L-UHASS, THD-HSSS, TKI D-0'368q) HDHe&vy,0xy1" ovi oft ,r for orInioere available M 304 3 AEFJ8RR, ABUID10, ABLIC110IR AHL1212, ASU1121214, ASM42, AlipiNupriRZ, AIRVIA62, AS10041I AEANS32,, iiiiVAMRZ, ASWi.? Adjustable Polp Base 9 Ir LTA_t NETAI 2, hill-- T)d 16, IV, FFAI 8, NVI META24, MET A40 LateralTiurs Anf:�,oi E, , M b orld ed T ruso A r, ch o 1 5 LUUM210-- �� IdGU%r1f1t`-4, WUM46 oI(JN14p ��M-411r, MEP A 3 L 12 M 25, M 8H,A L,'I 12111.2 5, klills-4 A3 LAW 25k To RH A,' 56114 2 5, ull PH A 3, So o I I _21 Masorrd, I eiii F ninge Baarn Hirgtrts or 315 staindess ou�nlvnth hoy heotf� and:316sionritanis steelvold countersunk head 4 AC4, ACLAR, AM, II A06R, ACE6 Privt Cap I t NSTAII MSTANVI(Y IMPTCNI NISTC1460 Strap Trsfo� NlsionnriI NII 5fol 1 86, ItMi-Ilifti fSot4, iff"SHA3 Sljilti, IIAINHA.1,58II6 T tan Turbo T Min Then Turbo Scrowfunchite a EC4� 1151 B051 SCUR. 8C6 5=-M. BC52-3* floot Dop I _` UTW16, MTSIJ,20� HTSM16. HISIV1221) Tvust 5bap tor %111�sonty IVSHAS,150P, 75, -4134H,i_51510il 1,21�, NIFTHA5 f0ill 1 88, NSPA5 51all 4, fulpl-145 YjM-I ji CI344, CS48, 0544f, 0066, CM EnTpAto'llmr) Coliarin Dime If 7 i rBS`Q"-,SDS2, C8sQ4--SUS2. CSSQ60-8052. CBS080-5DS2, C_SSQWsVS2 r."olunnni Elyse 6 NANLIVJ-3=1116, ThAl VIJ2 fLioil Li, KABI IJI3 i5rdq 'Itt"i I 'iAL `,,lHH:_J!5 Wil 88 MIDI-E Is 5a,1145 Vlacoviry rNoiA] Hantjal� In cr- ecz, ECCU Soriez riorod oa[urvi, caps Mdn Vitt ranging firrurs 3-11Wto 60127 and Vv2irlinging fropt. 31-5J8" to 7-1)2" IVBHlJ5 50(lfi, RABHU55'rVIL81 1119-1 Nu or 9 =-MS25� ECCO-SCS2.5 Serious �nolrovdoorurrri ospaImUnW1 rarigirSfrom 1-1(4� toltI ord 'to' "a TrI foorn 1-"� � try 7WII2" EWIIIAM29A 12MMw2lumms li P-0I M-014100 Qtok Terop- Tet 1. )OA81016-5K X-111-11016,MP:10164'� 910-16 Stroorg-Dfoaq, Mortar SaV-Dnidng, Tapping ScletW WRIA I* Driff PoIrl: 10 CPT447. 0171456Z, Conotualed Pusfi Tie Base 2 HD12L HD19 Boded Holdawrin 2 XLQI14TI224,-&Q114BI224-ZK Stfong4rivaX Lartle-Head ii SO-Offling, Tapping 11 12 EPB"Ai EP844� EP246, EPSW EPS4Z Endbedided! $-'I* Base post Rose -, 4 HME, HD5II H070, IIDW HI HT71`5,H-115-34 Idoldorl fividaems Product Num bet or iii Product Descripruan 3 XIVjQ t 14SI 224. XMQl j4gJ 224-2K Saievis vitifini #5 Dill PoAritarni Laige Dentivief Hex Waspria Head XqJ Fuf_r)irilfirig� 13 14 =44, LCW LPC42, LPC0Z Erridericaul Column Saw Lipat Pont Cap 6 LrTJQ, L17208, MIST Light 7romrom Te it i S31=21axj, SCV,122321py Stir;VZAila, SD-vrz24oav z0w=Soil SDVV-"638- Strorg-Dwe SOW EVVP-PLy ancl 1 RUSS-PLY Svew�, 4 XQJ14S1224E XQis,feql_24-2�51K X114$1;Sql, X0112=K =1281--14-2Y, a p id ted So revity oxth If 'I' a ii I Floift a nol Wedur, i Div rointer H ex #12-24 tiorong-OdIia X Moral Solf-Drifilng, 7api Sore�srivlzh #6 lefill point 15 -10 NPEII MPGWZ, IfflPD8 V PS44, PIS44S. PSIS Pkoo, FEWIR Milouerd Post Base, Embedded Pod III SDI00H, I 02X_Mfi� oDWH I WIM102 LAYNI-Ii gpoxioe .3L1iifvH I gr"DB, S0,04H I gi X)ODS 9tiong-Drive, SDWC TRUSS Sdmw Stahll-DnVe SDWH TIr%13ER-HEXSorew 5L XU34,131016, XU348106,6K #1 ti, In Spong-Drive AKLI Scroeltontle 17 PSI RSW FESSe Embedded Post game SWor-g-Dwe 9FA',.fH TINHER-HEX HOG Screviv =iOSUVIVIS #1 Drill Point 73 1$ 19 PSV61 PII FIC44-11S, PIC046, PCQi-15: FIC04,115, picois le SR044-16, EPC40-118, EPG48-18, Roundi Post Sao post Cap &2219 I SSIV&24, SSMW4, 8811130 EMAILI-3 222MOLW SB Anchor Suits f, S:I 16212, $0,1'616300, SLINVIS16312, SU&S104to MWS196001 ST310019717 STyiNS22401) 391,A11-322500 SMV-S-2205-12 S97?iSz12Mx_C� Strong,'Dir FRAMING Scleftv Shong-Drive SUkrVS TiMBER Scn��Ttntenur Grace) domoph 0 EP064-16, 2 'ESTI316, SSTB20, SST@24, SSTE28, SSI S34, S' $113161- SS T B201., $ST82,41. ISSTE Anchor Betio, SaViAMRIM SOM21 - SCFAA,32210130, SCW92211 SUW=120D, SIDW922211500 ELOMMIS2 L_ 20 PC4Z; PSAR2, POV, PCBR7� P1357, RWRZ, EFC4Z, EFIC4,RZ, EPOM, EP06I EPC&. 'Post cap 5W W�25iL 7 S7)%MV&2230QM: r5U6W_324GXl8, SUNS�008_ SM'V32r2i300D9 SGIVIS22800171ke Saung-DirveSUNS TRABER Zzcirew�Eih-Tiorrwdei EDCSRZ Sr-YI-Vi 000i 1W Product 162W., Hum-ber f-prsia PE9.duz2il2F=ga 21 PPTI444Z� PPB444$Z Post !;Base a S0VV522-j12Dfl8, SDVVW2512OHj1 Culdloor Accenis, duoicturall troorto �i4mvv I OSSCB49.g� DSSCP4S, LISSC548, DSMS Bypassi Framing ,n, FFJRZ RaI Post Base FL*K 31372-R4 A S "COSS MYtVS27QGStc� SD`,V_R2275(r1A8. SCRIA327.80YM. 80r=0di27',1,,oDd3,S, St-inil - D nv a S DVV IS Tf NI R SS Scriv,,Y 2 ECS4S 5 F(s4&5, 'CEIA7L5r FCs4'_' FCRAII ByTI Fnallortfir Fiffed-efilt C-unin. N-tter 1_;;DV-JVJ3400 Fo`14,50345-1015, FRI150348101y F-PHSEIS4810115-5K FPHSD3481214, F at 214, F PH 14­5 K 41rolifand #I2-1418Amn9,Do,iA FPHSDFramlng4vj-CF,%Serlf- liadring, Ta Scirav r 5.92011 Saglij,T i EEodillModf,l sitrattercifflume 0AST 12� CNISTIA1, CMSTC16, CS14, C.Slfl�rS,18, CS20,CS22 Produlat Deltarribinon -Called Strapsi 19 1� 41 STN22 Strong -Drive SM1,A! SOLE -TO -HIM Swroro nen, OvodoorAa rsHcY­HPad'W"Jl 4 , incrip Striall F M rni Corn necodr 10 �2 1IRS4.1-4fil HRSl21FfIASJi-lAq S9, `HAl2, Al FHA24. FKA30, IoLET-12e, II Slyaps, 0-7 rnil (12 �idA! 11 LSSC4, 25, LSBC5,75, SSCZ2b. SSSCA.275, SECt6i 2E IMSSC2_25, M135G425� MiSCC 25, Steel Stud Conrectrins, AW I BAII M292L RJA, FSA Foundation AnchoIr 2, NST1481 MS TMA), USTO-21, SIMST27, SPNIST37, 81INTS1 48 pill 111',1M, HT'S24, IITSM,� IITS,10C Heavy TuAte Sftap.,, F1 mI 48 rSSr_SL:td`Ko'1 PC_yAofyr7 RICKvilE. 5, RCX VW 5� PCVOMS., RCKturdi 5S ifigio KneeVilat CoTtritodror 2 FRFP Flat Ratio Foundation Plate 4 L57A�19) Lo,,40,33, LST140� LS rvl`:-T,,k9, MI'Mit, 12, MSTA15, NISTA Ill WISTA21, NISTA? 4 ftap.5 43, nil il 8 ga�i o`t'RA%�5, yo-Z47 !'t SCsfg 5, S-9411 5, NPICEAl M80,1347 5 Bypia,55 FrarreAg Skle-Oltzi CiAnnedrar 0- If GH46,6� WWI dHW., GH48S, G4410-0� GW104� GHM-6, GHWS� Glitie", 01188- 5 GH61 ode, GH61 0-8 C. indin, H arelar 15 Ili 14141 AP, �ISIA12 LISIA16. LSTA116, USTA21, LSIA24, STMZ S1 2122, 572116, $T416 LSUEIH:�',.,25, tIUSH3 25, Wit SIKJ, gfl, $1raps 33 Mil k2o gul Bridgling Ounnectim tiMA 1 erpiI Mclap,1. NoMftr gtr illilce- A 5, 1 S A S 1 8S5 A S l 5S8 Eigb;iwa Mg-riat-TOM 18 ga Tr­� 11 6 9 't 5 rLBOA, GLUIS, 0 AMC GLSScL G.U87Af.GL8M GLISM OLD70 rs L 57`6 122, G 8 LTIV12, G L FITS 16 G SLM I A, G L RTMZ . G WL"20 Olutaxin Beediv pfalla Clialarn kaIr" li C LTP5 LT,212,, L-Tit',16 II I.TS420 Lalteml Tie Plate III TvvistStraps: A-5 20H S AS-2ul S7 C la� Migri Suer it', 1 n-5- Plate 2.t) g a T r u 5 5 P [a to ID 11 SXS 25, WICII MSX'a2ff� fV1S410t7,6 S$81 518 $Set Joist Cionotectait flypeos rrarri4iig Seide,06p StrvtOonnuiI Cz 11 HOLEk HOLES, HGLIX, HGLSD III WY Gluern Searing Plate P NSI ASD� 10S � A36, ST62115, $116224. STO, STI 2, S'T 1: T�, S72-22, MaTic-28, IIASTC40I NS'Lr staps 5-1 Alt (19 A) 4 P-SHP Hinge Plate CtunrAodul 12 )fLSH34Ei1414_XLSt47Sc1 414 914-14 Stindre-DrifieXLSH toloWfIftifli Self-Utting, Tapping 7 I-C-T-2, HGT*, HOT-4 Heavy ewer Tisolvorn Irt NSTC66, fAS'Tf.'�'rv1i S 75236 g latrapa 6e mil V 4 g.) SurnoA LLI S UPPICISIM un"usel Faurdautun lddau� 1 1 Mil MTS-9 MTs-98 MT-S*201 AfT82b. NITTSI ptTS3D(: tomi-n-Vest SIMPS 1 It X".11SISIff, X111diciolty-41i XQifil X0111-1214.Z.5<, X07M224, X076S1,',.cA­3p, oft0-16 fil ' 2, 14, and ol 2-14 Stior;-Orw. X Metal Sof-Dinling, :5 Q� URPIP Universal Retrofft Four dated Plate 1,2 �is' 5 S, SM, I , 8 1, &B2. 06, C-1 U2 � 3 7, SIB2 5 6� S1 82 C-1, 12 Y�10 5 o, C 62 S;M.3t, &B4�12, Si&�28, SffiC�rSD Tor. Mange Joet Hangers EL#15730- XW 4SI 224, XQ It 491224-2 SK ' W11112S1224, XQ1 12131224-2K X34131016-15K, xi S I Cti III MIS! Ot lI X1 SI 2 14, XtryI2,44 SK Tapping GirJAVA."; < (D 13 Sq3A2.12y,4, SIBA212tM SUA212412 SIBA2.1211-4, a-13A4.1818: &SAM8,110, Top Fria nge Jo-st Hain�gem !j�# Er4d g2l M2gJMJ_ N-uW kr RE Narne PlI 920criplIga __J ftA4,1 W 2, SlBA4, I dirJ4 I FIT HE AdhAsive A"chorr fi a uciricT,,Te 14 SIHIA Hurricarro 14 2 3; ULALZI, �IrDP QMPW�, COPM-75� GL-PrIt too, GDFS-'� 111)0, 731"Fif PDPA-K, PtI "HII < 15 SIHDIrDS,,,�l�dZ�,ISS,SilAD15�.1 Hold"o'ns PDPA, PDPA fAIG PDPAT, PORuTzK, PDPAWIL.. Pv,&del, atiiateld S, thrunded stwirl- an'd zi�oselnieiies 16 9HDU4,,WHDUO, SilHCtJ0,ovHDUll HoldtovniI P�-.1pituM, boo, jo�nvurt, Pi3i.11-f-K, PCILDPA, PIP"n flied PTRH,uo� tollroil-ittol uo::�T� SM­fJCT Joist flangels- 4 '�IET t�-' AdheswitiAnithorfor conciete, SHEET NO. August 10, 202 2 A PA 1.3 CD (D > HIAMM= InAM-DADECOU11= FGT ludusnies. Inc. FGTIndustriealuc. 0 70 PRODUCT CONTROL SECTICK i-i-Am J, 5. Lac. E9 - 0- 0- 0 2 11905 SUI 26 Strm " Rom 302 NOTIC E OF ACCEPTANCE: EVIDENCESUBN-11TTED NOTICE OF ACCEPTA.NCE ENMENCESUBAIFFTED (3) = .DEPART'IMNT,OFRE4M,-L�-ITORYA,NDECO-NON,UCRESOV$LC"ESt'R�E�R�) XI=L flonds 31,31135-21A74 SOARDAND c;0DE AD34MISTRATIONDn'tSION' T�,"70id)YV-2500 1 _NOTICE OF ACCT PTANCT - EN-IDENCE SUBNJITTED 0 _11_� N10TICI Of ACCEPTANCI (NOAJ it knalklamnall.1 L Evidlencesubmirted undet-preiious.N0A D. QI:.ALTT7YASSU1LkNC'E 0 4_0 Cn E;5 A. DRALAINGS Ill TEST S (iconduued,� 1. Miami Dade Department of RegL llatoryaud Economic Resomces (UR)- 0 -.0 PG4T Industries, lnc� 10 7 0 T ec huok Cr Drix-t. I Mintifactitres die drawm-gs and sections. 5 Test report on 1) A tr Inhiltration Test. per FBC _TkS _2 02- -04 0 (D 0 0 NorthVenice. FL 3427 -5 (Submitted widerN-0-4-vo. 11410- 04) 21' Uniffo = St at ic Air Pf ess-ar Tw. per FB C. TA S 2 02 -0 E. -MATERIAL CERTEICATION-S Ll__ SCOPE: Drx%ving'_N-o_ IM-55-70.0- taked'Ytayl Sliding Glass Door NOA (U- 1�'. shem'11 N! Water Resistance Test- = FBC_ TAS 202-94, 1. Notice of AcceptanceNo. 1."52&14 issued tok-Tision Extnrsion Limited for their C) This NOA is beinir- d under the applicable rules andre -issue _" tic= go vemnig the me o f c raml ructiou ma senith. Thr through 21 of 2 L prepared by n=ui actuser, dated 10 -V; 15. with mision A dw- ed 4) Large INfissile In4met T;Tz p­_ FBC� TAS 201-94 ")03-94 Rigid PVC Exterior Emmsions forWindows and Door�� , dated 08,43A 5. U) 0 > 0 docuntentauca submitted has been reviewed and "ted`byMami-Dade CountyRER -hoduct Control Sectkm so 04;'05,47, sined and sealed bv A, LYmn I�Wer_ P_E� ;-t Cichc Wind Preswre Loadina Der FBC, TAS e-xpwm- on 09/30_4 9 (D a) M Futeed Emiy Ttsl - per FBC, 1AS2021-94 1 Notice of Acceptance No. 16-0920.08 is�_ toVLi%011 Extruston. Limited fortheir"'VE Cn CU This NOA shall not be valid after the expiration date stated below The Nhami-Dade County Prodvxt Comud Secsoa & TESTS alang withmarked-Wi drawtap and instalkAtion diagraut of vilrd sbding glass door., ared prep, 1000 Tan2102 and lighter, Shades (Non-AAlite) Rigid PVC'Exterkw Einnsions for C/) < (111 Nifiami Dade County) andlorthe AHT(in areasodier thasMa-=Dadee Owury)resers,Iethe right to�bo%�e 11irn _reTr rq)(11it on 1) Uniform Static Air Pressure Telit � per FBC TAS 202-94 bv f eriestration Tiktin-a- Lab,, lt��ic TestReportN Windows and Doors'. id ated 12,091115. o1wiring on 12,129j'21 -1) Large.Nfissile Imp, act Test Pet FBC,1 TLAS 201 -94 sealedby Idahni,50ttega - P.E,, l reporlirvvwxl =1211104,?15, and02/11,46) 1 Notice ofAcceptance Nia, 15-015' &1_5 issited to Vision Extrission f" t La1rited beir 131811det,dieniarmb will iucurthelexpease, of'suchtcsting andthe AJU inn numedisellrrervo:kel,in�lc�g,($iA-,c�r Y end the use of Such Product or matertall with MP &in Their PXR reserves the tilglit to revoke this. if it is determined byMmi-Dade Count- Product Control Section that fails to 3) CYxhc'Wiud Pressure Loadine TAS 2,03-94 per F'BC d along with marked -up drawings ind rust allat ion d liagam of x7myl slid ing gla ss door- Pf emec 6 Tesit report on 1) Aa� Infiltration Tw. per FBC� TAS 202-94 21 U'niforni Star ic Air Press sure Te s t. per FB C. T.A. S 2 0 2 -94 Brown Coated (Patuted or, Laminated) Mike Rigid P'N"C'Elerior Extrusions o 11"mdows and Doors". dated 0913 15. eRpiring on 091301"19- accepmwe� this product or mawrial sneet the mquiretneuts -of the applicable build* code. ky Fenestration Testing Lab- Inc_ Test Report No. FTL 8 7177- -clated I 21f � 7111 -5- si"gued an d 31, 1A.Titer Resistance Test. per FBCC� TAS 202-94- 4� Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA. This product is appr(n-ed as desetibedhesem andlin been designed to comply yvith the Florida Building ,Code. sealed by Idalmbs Ortega- RE. (Test repw revised on,0215116 and 021,214,16) 41.11-arae !,Iissalle IiWact Test per FBC. TA S 201-94 - Inc. for their �TAN_ 3040 and Light" Shades (Non -White) Rigid PVC Extetior including the High Velocity Hurricane Zom - DEW R1Pn0'_,\': Se ries - "515 7 Ot! 770" Vtnvl Sliffing Gla-ss Door (Re-inferceil) w1wo 9 01 & 1356 corner 21 -Test report cm I!Airinftm;..--mTeit.perFBC,=!A�s- _2CF-2-94 -2)Uniform Static Air Pressitre Test� per FBC. TAS M2-94 along with maDed-tT_ drawings and installation d iagrant of vinyl sliding glass dom- pfepared E irrusiom for AXindows and Doors' dated 09-15 i 16. n0ring on. 01W 1 5. Notice d-Acceptance No. 1 Wl 12.04 iss to LNERGI Fenestration. Soluticas USA, --Bronze APPROVAL DOCTOMENE Drawing No. -MD- A RerB� tided "Vi%i Sliding Glass Door NOA fLMY__ sbeen 3)WaterResistaiice Test, perFBC.T.,kS2 �9� bv Fenestration Tess-r-mg Lab, Inc- Test Report No� TIL 8:5.52. dated 12`0411 JK signeti and Inc. for their and Lighter Shades of Cap Coated Rigid YVC Exterior I through 21 of 2 1. prepateci bl�, T, mandacutsw, dated 10.,01'1 5and las revised on 02,10 1,,2 1, signed arid sealed by. 4) LargeMissile Impact Test per FBC, TAS sealed by I dalmis 0 rt ea-2- P � E, (Tes t report re--vised an 02 4 5 210 16) Emulsions for W, indows and Doori;7 dated 09115116. expirnig on 04;1&20� A. L Nfillex. P.E_ beating the Nfiw�-Dade Coutir-Pa YM y oduct Control Re%dsioustanV with the Notice of Accei tance usathier sad eViration dieby the Nlittini,Dade Coqju�,�� h1oduct Control Section 5) Cvtlic Wind Pressirre Loading, perFBC_ TAS 203-94 g - 61 Forced Et try Test , per FBC. TA S 2�,)_'? - (,)-4 7 7'. T ­ Test report on _AS201-94 _11) Lzge. Nfissile Irripac I Test per FBC, TA S �201-94 Notice of Acceptance N la. 16-071 LO 3 issued to ENERGI Fenestration S ohitions US -A, 'Inc. for their "Nklike Rigid PVC,Exterlor Exaysialks for M"fittlows, and Doors"" dated ,P 3t C.,vchc Wind pressure Loading FBC. TAS 203-94 O&JIM-11 7. exTi-ifirgon 02,2811 & .1,1issmED AcT RAmG; Large and SmaUltis�t. Inipa.,rt Resistant ,s w per Litnitations- byFectestrationTesting Lab, Inc- Test Report No.ins:,,46. dated 11,111106�11:5, srgtied and' along and installation dia�',' of Ainyl, sliding glassdooc prepared 7. Tea reports'No(s). 10-002-792(Al 10-O&M0527. 535753-40. perASIRIVIE-84. L See table I (sheetDand table 2 (sheet §) florappficable SGD unitsizes- &�alcd by Idalmis Ortega,. P. E (Test report revised on 01,,,04, 16 and 021,11 Il"20 I bv Fenestration T-cczaleLab. Inc.. Test Report No. FTL 6638 (sianiples A-1 thfu A-2 2). dated ASTNID1929 and ASTMD-635. issued lry EXOVA roVision Extrmionforcelulosic sdass types� sill nser(sft tables B-1 & B-2. sheets -8) and anchor layout sheets requLrements in Ithru 6. 2. Rigid White PVC. Tan (Non -white) Rigid PVC and BroAva coated (Painted or laminated) white Rigid PVC tobe Test report on 1). Ak Infil lirat ion Teia. per FB C� TALS C 2JU 'Static Ak Pressure Test. per FBC_ TAS 202-94 1119/10- signed- a--- sealed by Jorge A- Causo. P_ E_ 4nbinirleel wsder_V0.4Xo. Il- 016,104) composite tinterial. (Sub in hied ilaiderN0.4 -No. 11.41V. 04) labeled per refivenced NN0A5,%req'uw'td&Ws_ 33) Watum- Resistance Test. per FBC � TAS 202,a4 8 Test report on lt: AiLrInfiltuation Test. per FB('-�_ M 202-94 8� Notice of.kcceptance No. 14-016.11 imted to Kurway America.. Inc. for their 3. Egress operabledoon must cc%i4*rw-ith n imi clear width or height per FBC reqniement as applicable. 4) Large Missile Impact Test per FBC_ TASS 20 1-94 _j Uniform Static Air Presstue Test. per FBC. TAS 101 0-1 -Z7� - - - and 1%lite) lnftrb)ve� mpiring, on 07,04-4 8- Seutt rGlast Meal 4. Pocket wans vade-ert separs* approv at to be reviewed by Ruilifing offic W tfl,R_r 5) Cyck Wmd Presq= Load- per F-BC. TAS 203-94 3) Water Resmance Test. per FBC, TAS202-94. Q. Noticc of -Acceptance No.16-1117.01 issued to Ku=ykmefica. Inc- for dieir uuff le .state and sefift am LABEM4G:Ea6hh bents ptumentlabel with fliewndactoreesuatt -orlove- city fou0win 9 6) Forced Earry Test, per FBC. TALS 202-94 along with amteld-up vinylshicting g, clloerr, prepared draw ings, and iaLvallairion. id iarmn of 11 4) Large Missile Intpact Te�r per FBC . TAS, 201 �-,94 5-1 Cyclic, TA"ind Pressure Load=gpet F13(''_ TAS 103-44 "Trosifol1XItraclear. Clear and Color, PVBbterla)vrf'. expiring onOT!08,19. RENEWAL,of thisNOAtthallbe coadderedaftr a tkaetmsl q*hcatiaa him beenfils4and there her beenno. Ttbt Rtport signed and fc;rtedE- iitv;� Te st. per, FB C', TAS 20�2 -9 6, 4 F. STAMIENTS chmage in die applicable building code negaiiiiebr *ffecting the perfinrut oceaftbisproduct. TMM-MA710Nrof this, N,OA will occur aflertheespiratics: datelor if thevehasbeen a reiision or cbaage in the -Ter 14. Test report on 1) Air Infiltration TesA, per FBC. TAS 202,94 along 11�ikiitb nrouked -tip drawings arid, installation- dhag= of vinyl shding glass domptepared b v F enestratioll Testing Lab . Inc Test Report No- Y_TL 63 37 (sanoes A- 1 thm A -5)� dated 1.1 Staletuear letter of conformance with f BC-5diEditiou (2014) and FBC-6& Edition (201-� tssued by manufacturer, dated 0&- 14/17, signed & seakd by, Lynn 1�rlillm P.E. matft-Ws, use. andior numufacture of the product as process . Nbsuse of this.NOA as an endorA=ent of any product. 2) Uniform Static Air Pmssiire Test. per FBC� TAS 2021 -94 12;0640. signeat aw'sealed bv jorLye A. Causo- P. E. (Subinkled ander'NOANo. 11- 2- Statement letter of no firincal interest. dated 0411 & 17� issued by watittacturer. signed for sales, a&vritsaig at any odierpurpcoes shall automatic allv terminale 4m NOA. Fadmt to conVly� ary 3) Water Resistance TN. per FBC. TAS 202-9 4 01070.0) & sealed by Lynn Mller, P-E. wtion of thia. NOA shall, be cause for *rmixtation and tenio�wal of NOA 4) Large MsWe hVact Teg per FBC- 1AS -2-01404 3. Letter of tab compliance, part of the. above tea reports. AMT-RMEMEXT: Tl* NOA nul pf ecededbry the wordsManti-Dade C-cuum Flurid& and fo llowed by the 5_1 CNr-:-k Waid Pressure Loading per f7BC_ TAS 203-94 C CALCULATIONS 4, RER Test Proposal No. 17-0387- dated 05,0517, signed by Ishaq Clutada� P.E. If aaypostion of the NOA-,L-, Jisployyed, the a it shall be 6) Forced Entry Test, per FBC� TA-S _202-94 hisis, comptv ing wit F- 1, Anchor veri�cafioa calcula, fions and structtmal an-v h BC 2014, done in its entiretv along w it. h m arke d -tip dt-&a- in gs an d ta, 5t a Ila t i on d ia pram of vmyl sl i d! i ag g , i a s s d o ar, piep-ared prepared, try PGT, datted 12,10, 9,15andl last reviseld on 01115, 16- signed and ricaled by G. OTHER LNSPEC'MON'; A copyofthis ezitireNOA 5halllteprovi&dto theuse; by or its distritottors and bv Fenest ra t ion Testi- ?-, Lsb_ ac Tes t Re port N o � F T L V548. da ted 1 2,1 C14 , 1 55, si gued and L Aut,ftcitr�,� Nfiflle-� P E, (,54tbiu filedl urt der N70.4 �Ykq_ 0, 01,1. 1, shall ble waiduble fib r in-spectionat thejob si* at be reipi, t of dreSladdaq Official. sealed by I da hisis Ov eg" P E ijest report revise d no 0. 64 -16 and (,)Q 1�1!1 6 �� ZL� (��112xobr� Nk,�idr,ASTME­11 3110"9� ­55 e 0/2770" Vinyl S'lidiug (""lass Door (Reinforced - L.M.1 0411*21. ea.ptrmg On Irhis'NOA re'rises & reue�%-.NXOA 9210-0429.05 sad clonsills of thitipage Ir so evideace-paps E­1� &2. E-3, E-4� _L E� 5,ck, E-6 as well as appro-ml, doc-ouient mentioned ab ovt� The submitted docuu*alaticu was irtiewed by Ishaq,L Clianda, PIE, hhaq L Clanida. PZ- 0-_-Up#r-.7.ZQF kbaq L Chaudi� P'll PI I t­ r Ishaq I Cliazda, �PIE. Produrt CoutrolUrait Product Control Visit Suptrvisor FroductConwal Lint Supervisor NNOA xa� ZI-020FA-1 NOA No- 21-020-4.0 NOA No. 11-0209.0-% ExtkirationDatt- April 1.4-1016 Expiration Dare: 14,'026 F Approval Dju#361srch VA, 10- Approval Dat#-. March -T-- :021 Approval Daw March US, 1021 ApKora I Darte! Marvit 2S, 20" 1 Pat* I CGI Wintiows and Doors, Inc. PGT Industries. Inc, NOTICE OF ACCEPTANCE. ENIDENCE SUB-11ITTED NNOTICE OF ACCEPTANCE. E N I D E _N C SUBA I HTTED �\:2RLE OF ACK'LETjN.--CL. EVIR "N -L �JANJM 2. Evidence subudttedundell� preiieus submittal E� 7NIATERLALl CERTIFICATIONS 1confinue) Evidellicle Submitte(l 5. QuItnex Parr, alld coniplying with ASTNI ('518 Duetirral Condwtivvy Ad, I A. DRAWUNGS 0_881 BTU-tal" hr.-ft-�F_A F 1249 N;7%ITR-P a, ASSTNI D3985 Osygeu,­Pass� AST M E A� DRAIN' I"N("J"S 1. Dra%iagg No. ?d[D-,5r70.0 Rev B, titled lylinyl Slidaig Glass Dom NOA sheets 2190 I,G, Dun. bility-No Fog -Pass. (Submined 15-046AOS) 1. i Drawing No- -XID-5570.0 Rev B. t it led'Ar7urtil Slid ing Glass D oor NOA (L-WI, sheens 1 I through 21 of 2 1, prepared by mantifalcturer. dated 1 OM4 5 and last revised on & Pail AST"M C51S ThemIud Conductidor 2-22 BTU_M_�_ through 21, of 21- prepared bymanufacritrer, dated M0517, and list revned on:02M.21- siped and sealed by A- Lymn NfilkT, RE. Quanex jauLalt couVlying with signed seak Ud A L�mn M iller. P. E. hr_­ft`-'F, ASTNI F 1249 WVrR-Pass. ASn�l D 1434 -Arg-ou Permmnce�Pas ASU4 mr- - Note: This revision consists ileplacenlent of sa= em.-Ting awallation screvv with flat head. B. TESTS 2189 LG_ Durability -No Fog, As-rm E 546 Dew Point. bevelopn=t -2104F in 49 his- 1. Test repod s on: 1) Air Infiltration Tt-st. per FB C. T.A S 20 2-9-4 (Subm fted inider X0.4 Xo. 15-0409.0-5). (D 2) Uniform Sri& Air Pressure Test, Loading per FBC. TAS 202-94 Vission Extrusions- Ltd- Parts conTkymg with PVC-AAN1A 303-13, Voltuffary Spelcificarm' B. TESTS 11 Nome 3) W ater Resistance Test . per FBC. TAS M-2 -94 for Rigid Polyiiayl- CIR-mide ( PV Q F xt elior Pf of ik-s foa, Vision Extnisious. &d - A1_X- 1 bv 4) Large Nhss4e Impact Test per FBC. TAS 201-94 1. Ci`yclic V-7-ind A-ANM Fenestratilan Exterior Profile Certificatim, Ptomr, 1-Vubiwitted rinder.NVOA No. -15- 0946A 9,51) 7 C ILATIONS AP� Pressure, Loadingper FBC TkS 203-94 ixtn�Lsiloltts I'll MAR 2 alongwob-madied-updraIarni andinstallation diagram ofaIlPGTIadustOesjUc. 8 Vision Ltd. P-em s oornplyiiag u ithYVC- 303 - 13 rqxr-s-watme'tinds listed below and twed to qijaW��r Dowsil'791 and Dowsil 983 silicones. 0.05) (Submt ked u nder 4VO�4 No- 15-040, D� prepared by Fenestration Testing Labor atory, Inc. . Test Reports No. M-18rf, PGT PlAr5520 PV� C Fixed Window (unit 6 inproposalj. dated 091,03144 9- PATC-A-AN11A 303-13� Vo- ary Specification for RigAd Pohwiwyd Chloride (PVC) Extenor Profiles for Vision Extrusions. Ltd.-7v-LX-1 bv AANLA I Fenestration Exterior Profile QU_kLITY A SSILTICA _N C=_E I- Miami -Dade Departumm of Regulatory and Economic Resourcei, (RER). VR/\ C/) FIL-20-2 107j. PGT SGD780JAkummian Sliding Glass Door tunit 7- in proposal) FTL-210- certification Prograni. 21VU PGT CA740,41= Outswaing Casement Window Mnit 08 in pwoposal) FT L-20- X Notice of Acceptance No- 1842177.14 isaied to Energi Fetiesuatill Solutim USA., Inc- for E. 3L-kTERLkL CERTIFICkTIO:NS 214r.-A, PGT PW7620A Altunicturnfixed Window (twit 9 'in proposar) and FTL-20-2107.4, their -Tan 3040 & light shade (tion-white) 11-hite Rigid PVC Exterior Extrusions for I- Notice of Act No. 19-0305.0' .1 issued to Kurar-ay Amedca. Inc. for their Plans Virtual Review Assist, Inc. > PGT PW76210A Aluminum Fi:ced'%_'indow (unit 10 in propoWi dated 07.111,210. all sigaed Windows and Doors7. expiring on 01�04,21 1 for "Trosifoll-t Uln-aclear, Clear. and Color PVB Class Interlayers­,. exTiring on 0708124- Rev'ew completed and appro for compliance 'S with 0 aad sealed by Idalmis Ortega. P1_ 11, Notice of Acceptance No- 1"122.02 issued to Enerin Fenestration Scluttll.)n, USA, I - "MIlle 1 Notice ofAcceptanice No- 17-0908.02 issued raKuratrayAtnerica, In.c. for their "Senti-rGLast the 2020 FBC 7th Editior� bY Debra Anne C:L C�". CALCULATIONS their series Rigid PVC Extetior Extrusions for Windows atill Doars", expa-ringim (Clear and Ulite�) Glass bterlayers"� expir*gou 07,04-2:3 Klahr PX2300 L Anchor FBC 71h 0128,2 3 3 verification calculations and tanictmal, analysis- conipty-ing aridi 12= No 20- _Q_; Notice of Acceptance'" LK) .03 isstred to Energt Fenessuattion Solution- USA.- Inc- P--. Coated (Painted or Landuawd) White Rigid PVC Errej�jor Extrusions flot ANtudows Edition (2020). dated 04 20- prepared by manufacuum aimed and waled by- their ' -Bronze & light shade cap coated X�Iite Riod PVC F-iterior Exa-usions- for and Dloom­_ expaing on 09,� jc� �1,14,, AnthoikyL)mnlvliller.� PZ Glazing ASTME1300-04. 001% expi A i Windowsandl) irrtigou&4161;25� 4- Notice of Accept No- 18-1106.11 isstled to Vision Dxtrusilow Limited for their series 0 complies with -09. -12 and -1& �1 1000 Tan 2#2 and lighter shades (-Non�Wlfitev Rigid Cellular PVC Extetior _0 D. QUALITY ASSILTILAYCE Y. ST-ITENIENTS Ennsions for Windows and Doors-. ex on 12 1 0 1liami-Da.de Depamum of Reg �--.vry and Economic Resmxces (RER). 1. Statement ktter ef c-onformance to FBC Edition g2_010i_ dated 04.2-1210. L-C, D-V nnnufa=er. signed and seaked by -Amtbony Lymn -XIMff- P E. F= STATENIE N TS E. MATERIAL CERTIFICATION'S Statement letter of no filancial interest and of independent. issued b.,,r nrdlufacturer. dated -oub 20), dated 01101 l'21. issued by I Starentem krer of c ormance to FB( 770, F-didon (201 (D L Notice of Acceptance'No- L"305�02 isiated to Kujw�ay America. Inc. for �t berr, OV18420, signed and --ealed, by Anthony Lynn Nfillcr� p F mant il . turer, isiamed and sera, led by Antbonry L7 P�E� ar IMUNIjIll T 1, ­74�odfolt I w clear, Clear, and Color �PNB Glass Interlaven* oq*ig on Private, Labeling Agreement doctialff"Y1, lilet%,een PG-4r. dated 03,30.45 and simed by, all 1 Priviatie Labelia AF 9 prement dated Lvnwexna PGT 11rdirtstrits', lac, and CGI 0TO&I'24. tarvolveld parties, 116%1!6:idcl%v5 and, Doors Inc,, signecl by, Dean N11 FlulaL P E.. A7.P. Engineering. on bell& of co 1 '\Once of Acceptance -No. 17-0M.02 issued to Kwaray America. Inc. fortheir "Sentn-Ghst (Clear '_ 07.,04V23. White) Giass lumb " bothcouipanies- < and yerS 411119 on t G. OTHERS 3- Notice of Acceptance No- 19-1106.10 issued to Vision Extriisions Limited for their --Brown 1. G� OTHERS -O.A. Coated (Painted or Laminated) White Rod PVC Enefior Extruswins expring 0+2 1;21 L This NOA revises renews N 4 20-041-9.01, (PLA w.-C-GI). expiring 04.14126- forWindows and Doors7. n4dia g on 0930,,24. Notice '.%a- 19-1106.11 2- R Test Ixoposals?-i�19-11-r!---Idmed0l:10,20approlvw bylshaq! Chanda-RE-expirmig 2. The c=m associated PLA CGI fike r,21-02105401- cqxhng 04,14:16, 4. of Acceptan mied toVision EurusiowLiu-&ed for their 04/14121- series "VE 10�00 Tan 202 and lighter shades (Noule) Rigid Cellular PVC Uj Exterior Extrusions f or 8%littilom and D oors"� expiring on 11-129V21 t < Ishaq L (11111luda, PT. Ishart L Chauda, PIE. Froduct CoritrIol"Colli Svp+ri,�or Product Couml Visit SuperYL-or Product coutrol Y10A No. 21-0210Z,�( ' �! N<)A'Nol 111-01-fff-.03 NOA No� :1-020F,0 ExpirAtiou Date-. April 14-:026 Expiti3rioo Dwiui� April 14, *0:6 _j Expiration Date- April 14,10:6 Approval Da to � March '­Zj� :(r' .1 Approva I Dnt#- March :-6. =1 a- Apin-raval Dew 11i"It Zf�, Z021 1 E 4 E -6 E4 SHEET NO. August 10, 2022 PA 1.4 Cn —M (D > 0 MIAM 0 PRODUCT CONTROL SE'CTION Cast -Crete USA, LLC Cast -Crete USA, LLC j L Cast -Crete USA 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I I K-15 SW 26 Str"t, Room 208 BOARD AND CODE ADM INISTRAT(ON DWISION Miami, Flotida 33175-2474 FC86)315-2-7590 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED www.miamid*de.eov/econ0;ny NOTICE OF ACCEPTANCE ffQA Cast -Crete USA, LLC 1. EVIDENCE SUBMITTE D UNDER PREVIOUS APPROVAL #00-0605.04 13 _FEI) UNDER PREVIOUS APPROVAI, # 12-0209A2 3. EVIDENCI SU' MIT' 5. LVIDE NCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 0" (D 6324 County Road 57'9 A. DRAWINGS A. DRAAINGS A. DRAW71NGS 0 0 = Seffher, Florida 33584 1. Draiving AV FD4612, titled "Precast and Prestressed Lintel Details", sheel I (?f 1. i- Drmvir�g Nlo. FD4612, taled"Precast and Prestressed Lintel Details". sheet I t!f L Drawing No. FD4612, titled "Precast and PrestressedLintel Defails"� sheet' 1 of .0 prepared ki, Craig Parritrt?_P� E,:� datc:!�),,Varch 245 _2003 mw,edby Craig Iarrino. PX, dated Alarch 24, 2003 andDraiving No- pre, - 61Z titled I'Casi-Cr -,te 4 ", 6; 1, dated 03124103 and Drawing.No. LT4 & 12" > SCOPE- "Cast -Crete 4", 6" & 12 " Liniel -Safe Load Tables" sheets,' through 3 qf3, prepared by - L 612, titled "Cast -Crete 4", 6"& ]2"Lintel Safe Loud Tables", sheets I LT4, Lintel Sqfe Load Tables"- sheets I through 3 of 3, last revision dated 061121.14, all 0- This NOA is being issued under the applicable rules and regulations governing the use of construction -materials. Craig Parrino, P-E., dated Alarch 24,, 200331, last revision Irl dated April -78. 2003 both otrough 3 qj'3, prepared by Craig Parrino, P_K, dated March 24. 2003, last prqpared, signed and, sealed by Craig Parrino. P.E., on 08�179,,74, U) CO 0 The documentation submitted has been reviewed and accepted by Wami-Dadc County RER- Product Control I drawings signed andsealed b,),� Craig Norrino, A E. arrino, P.E., on revision dated Avlarch 11, 2008, all sig7red and sealed by Craig P' 4-4.- U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS I- -March 22, 201-1, B. TESTS (AHJ). 1. Test report on�,fleruiwl testing on 4 ". 6 12:"Precast Concrele and 1. None,. This NOA shall ruit be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of fl�) concrefe lintel spechrnens, per ASTW E-529-94, prejuved & TESTS C. CAIXTTLATIONIS Section (In Miarni Dade County) and/or the AEJ (in areas other than, Miami Dade County) reserve the right to 'nave bv Applied Research Laboratories, Rtpori Xo. 3040411, timed 04,`10/03, signed and None. 1. ("'alculationsfiw CA"Ist-Crete Linfels. dated 08,"19,12014., pages 14� 201 through 14, 236�, this product orrnaterial tested for quality assurance purposes, If this product or material fails to perform in the SeOled by ChristapherA Haene,�� Pi, P, & C. CALCULATIONS prepared ky Craig Parrina P. E., signed and sealed bv Craig Parrino, P. K accepted manner, the manufacturer will incur the expense of such testing and the AHJ may hmnediately revoke, mtAoify, or suspend the use of such product or material vAd.iin theirjurisdiction. RFR reserves the right to revoke C. CALCTILATIONS 'ro4(;, 1. AVone, D� QUALITY ASSURANCE this accepuince, Wit is determined by Miami -Dade. Catinty Product Control Section that this product of material L calculations, fijr Cast- Crel�., 1� intehy, dated 05/2tW03t 2'0 7 pages, C' D. QUALITY ASSURANCE 1. By -Wand-Dade County Department of Regulatory and Economic Resources (kER). fails to meet the requirements of the applicable building code. Parrino, P. R, signed and vealed hy Cru�g Parrino. P. E. rce� -1 y,4ffairs, 1, Ph,, Aliami-Dade Coun�y Departmeni oj-Perm-itting. avironment, and R gulan r 2. Calculationsfior Cast -Crete Lootels, dated 05,29103. 140 pages, prepared by Crid- MATERIAL CERTIFICATIONS 71us product is approved as described hereirt, and hit.,, been designed to comply with the High Velocity Hurricane Parrino, P.E., signedand sealed kv Craig Parrino, P, E. E. MATERIAL CERTIFICATIONS IV -one. Zone of the Florida Building- Code. 1, None. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestr emsed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER - APPROVAL DOCUMENT: Drawing No, FD461 1 titled "Precast and Prestressed Lintel Details", sheet I of 1, L Quali tv sysiew Nkloozallfiw Cast -Crete Alachine X-Pade Precast Lintels re'vised on.,Way F. OT HER L Leiter ftom Cast -Crete USA, Inc., dated 0811912014 signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and DrawingNo. LT4612, titled "Cast -Crete 4'-- 6" & ff 2002. 1- Lederfirom Cast-Cretc Corporation, dated Februaty 03. 2012, signed and sealed Parrino, R 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., daled March 24,2003, last p 2. Casir-crete Qtfahly,��steni J11C Or Pre,51n;ssed Products dated 2002�,� j' I b I 0%d�g P0710M 1. A", cvrt��,fying compliance with the Florida Building Code, 2010' revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22. 2019, all bearing the Edition. C EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miaini-Dade County Product Control Section, A� DRAWINGS 4. EVIDENCE, SUBMIT"PED UNDER PREVIOU'S APPROVAL ff 13-0321.07 L None. z NIISSILE LWACT RATING: Large and Small Missile Impact Resistant 1. Drmving No. FD4612, titled "Precast atid Prestressed Lintel Details",- sheet I of 1. A. DRAWINGS LABELING: Each lintel shall beat a permanent label with the manufacturees name or logo and the Miami -Dade prepared by Craig Parritw, P. K, dated Afarch 24, 2003 and Drcnving NO- LT4612, titled Vone. B. TESTS County logo. "Cast -Crete 4 "', 6 " & 12 " Lpile[Sqfe Load Tables". sheets I through 3� q(.?� preplai ed bY- 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E. datea.1-larch 24, 200. last revision daiedwarch 11. 2008-. B. TESTS _Vona C. CALCULATIONS W change in theapplicable building code! negatively affecting the performoutce of this proAuct B. TESTS 1. 1, None, TERMINATION of this NOA will occur arter the expiration date or if there has been a revision or change in the L None C. CALCULATIONS materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any L None. D. QUALITY ASSURANCE product, fer sales�, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CA1,CULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and re oval of NOA. 1. None, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by The words INfiami-Dade County, Florida, and followed by D. QUALITY A-SSURANCE L BY Mialni-Dicule Count), Qf Regvlu1cw),, and Economic Resources (R-ER). 1, None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Miand-Dade Cowity Building Code Compliance Cffice. be done in its entirely. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of t1fls entire NOA shall be provided to the user b,),, the manufacturer or its di4tributors and E. MATERIAL,, CERTWICATIONS L Alone. 1, Compliance Letter with the Florida Building Code, 2017 Edifion, issued by Cost - shall be available for inspection atthejob site atthe request of the Billilding Official. 1. None, Crete UNA, Inc., dated 08108117, signed& sealed by Craig Parrino, P. E. 11iis NOArevibses NOA # 19-013411,14 and consists of this page 1, evidence submitted pages E-L, E-2, E-3, E�-4 and �11 41 It, I- E-5 as well as approval doon-Ament mentioned above, y A. Makar, P-E-, M.S. .-Aielmy A. Makar, P.E.. M.& �41 �i C_>1H e I ra y A. Makar, P.E, M.S. The submitted dociunentation was reviewed by HeInty A. Makar, P.E., M.S. Proirlic, Control Section Supervisor Pro(ru'd Control Section Supervisor Product Control Section Supervisor f 11110 NOA No. 20-0630,15 'L2 NW% No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 /71'�, Expiration Date; 09/1 V2023 Expiration Date: 09/11/2023 Expiration Date; 09111P2023 Expiration Datin- 09/1 V2023 ell Approval Date: 080-0,/2020 tio, 101 Approval Date-, 08120/,202(m Approval Date: 08/20/2-020 A pproval Date� 08/20/20210 Page I E-1 E - 2 E-3 Cast -Crete USA, LLC Cast-Crete'USA LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF AcCrEPTANCIK. EVIDENCE SUBMI"I"TKI)i 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 18-0424.04 9. NEW EVIDENCE SUBMITTED A� DRAWINGS A. DRAWING'S L None. L None- 11. TESTS M -TESTS 1. None. None. C. CALCULATIONS C. CALCULA1TIGNS, L Atone. 1. None, Isom%. Is D. QUALITY ASSURANCE D. QUAIATV.` ASSURANCE L By Miarni-Dade Counly Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Di�parunenf of Regulmoty and Economic R es (REI�. E. MATERIAL CE RTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Xone. L h e� (3) F. OTHER F. OTRER L Compliance Leiter with the Florida Building Code, 2017 Edition, issued bv Cost- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued �y C�asl- Crere U�V,, Ina, dated 08108117, s igned & sealed by Craig Parrino, P. E. Crete t4oM, Inc, � dated 08108/1 �4gned & seoled 1�y Craig Partl,00, P, E. AAR 2 Cz 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Leifer with the Florida Building Code, 20 201-Wilion, issued by Cast- Crete r.,. !1, Inc-, daltul 06/11120, signed sealed b Craig Parrint,�� P� 5 CZ > C) A. DRAWINGS L Drawing No, FD4612, titled "Precast and Prestressed Lintel Details" sheet I of V > 1, prepared by Craig Parrino. P. F., dated AA2rch 24, 2003 and Drawing No. LT4612� titled "Cast -Crete 4 ", 6" d! 12" 1,intel Sofi? Lcad,Tablc.� "", sheets I Virtual Review Assist < through 3 oj'3, prepared by Craig Parrino, P. K � dated March 24, 2003, last Plans inc. for compliRev'evi cOrnpleted an 11ellision dated June) 2 2014, all signed and seciled by Crai Parrino.P.E',on ance with approved Ile 1120 FBC 0 -danuary 22, 2019. 1 7th Editioq by Debra Anne Klahr PX2300 =3 _0 B. TESTIS 5 1. Alone. C. CALCULATIONS 1. None. Cl) D. QUALITY ASSURANCE CIO 00 1, by Miami -Dade County Depw�tment oj*Pegulatory and Economic Resources (M�). F. MATERIAL CERTIFICATIONS L None. F. OTHER 1. Article of Conversionfor a name change. Cz < C44eluiv A. Makar, P.E_ M.S. Helmv A.Mlalcar., P.E=. M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630,15 NOA No. 20­0630AS Expiration Date� 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 0912012020 Approval Date- 08120/2020 __j E - 4 E - 5 a - SHEET NO. August 10, 2022 P" A 1 .5 WVi,T'F.R A- TILLff, 11, F.Iii 2&*1F111qAW?3kT MISRU-14-2- 0M tilt:FOTTli 4waI "L"X Lk.wN. �I- FLCII U-S" Wly REPORT NO.- 20i,021101 DATE: July 28,2020 PRODUCT CATEGORY- Shultivirs PRODUCT 11111.1111ill-CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE41ALVANIZED STEEL STORM PANEL MANUFACTURER: GlIalliall-Probactlan Pmdil 4800 S.W, 51 Street Davis, Florlds,33314 t-PURPOSE OUEYALUATION -, 71 � his is a Product Evallivation Report Issued by Walitarr A. Till Jr., P.E. (System I D, # I 906) to the Global Protection Products, LLC, Rule Chapter No. 6 I G 20 ii3, Method it 0 of the Florid a Depa rtment of Bus] n ass and Priollosislo" Roguillation. TIYS product is being issued an Evaluation Report as described herein, and has been verified for Compliance In accordance with the 2020 Seventh Edition Of the Florida Building Code, arid to varify that the product Is for the purpose Intended at bast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a it imlitations and conditions - �_EVIMIQAWWTMEQ-� Z-1. OPAMTJWALUAT[ONOM-UMEN7,(P-�F.=- Distilling No. 20-176, titled "20, SAGE GALVANIZED STEEL STORM PANEL", sheirls I thint 26 of 20 prepared by'rilteloo, Inc.; signed and seated by Waiter A. Tillit, Jr., P, El � dated 0712W20,20. This drawing Is an integral part j I &I Evaluation Report, '%irt ITO " � ov 1; R. A r/1 %, i1:,F:­:..'WA ____ __ 'Ns� it , III ,,- ,;�7-_��- - , ii� ,%� I - - . ­.�7;1 1 __ �, -*- 1 167 `1 � , �, . �' . , - � . - __ I * ;! - , . . * , , , , � � � � � - _'. 1­ -- . � , I� � .P. ­7 � ,,- S 0%, ."A , , 11 �, , I's 'T� _ 0 4 lv� - ;"tOF.I,Oil,, _- - 11 � el- �, .., �T . � � ". - - XN;� li N-W., 36th Sirter, Sul 305, Warvii, -Mrida 33166 - Phoill (305) $71-1530 - -� - - - - - . . . . . I I guaZAL-NmErr isimitia-ME-raw-MA"o-Immarva-va" l 510ITIM "Vilic. ZKOlft ON Tit* FMIWIF MOATIOT4 Wumi OIL116"a SI 1,1010111LI I'ati 11"41IM1.44191C i ACCVA6ZIM RI Tit 2011 IAA MATI'Di � �4 FWAIDA 114CLONG X =�" YOW- LF3AFA PULL K DUERMNI hS PER SECTION AtilOCIF THE Aii 14NIIOREV, iiDDE FOR - WIND W-ED AS RODIIIII W TK AiRe7i_"1ONT WNEW T"M SHUTTERS Witi 917 ;MiI Aiiip, MIR A OWCle-ATKAV FACTOR e­-0,ft Lii A,­E Z- 16 ATC, oiI NOT ENIMC TW w-VIlow rA S 0 I DIESI&N FRETANIS TATINGS ftWAFED OR SIFIVIA 7 Oli !7 I a, IO� 16, T^ IT 210 fli ORILIP V.3 VFIRIFT TK III CONDITION. -'-'IVA.1`1 DAINFOXF ANN) 1144S EZ-FAVii r1LV AKE 4'- � III A`FQJL BE Ari it _-s D OISKIN WFI IV- ey �&FTKYVII; Oen. at 016 IN CA-1-9 TO - - ,_XsP,A,2 1= X �_ - 'DON Ali - - - - III WA IA = -) DL ­uff R."'M =OC`i M ANSI 7 n6ii, I., 1`� IS, it. �, & 70 IN ORDE" -10 Ti­-MI III AtT1C`NTR. 5 014 THIS PCO AS TMIM ft"ItE NOR OVER 511RE35ry - 33% OCAUME . MAIINVI STRetS FOR MPI LOADS WAS lia IJSO) *4 DJEJO AR&M3. riVrcXLAS SPIZilr I10 WONQ HAs FAItI DETERNIII N .410IMAKII, WH NAS, 20!9 110% III0I ACCOUA" rW ININFILT AND W-0 RESISOINI A* MEN VV01FIEV, IN xaaktwoa. wilo SU�`Ocmi i6i er li A&UNIE ME1111CI CODE AS TIER NUIRRIC44ME eQkEcVJi IF TEMC W_ RVIWS ei=5CN. 9ii,-tFili A IIN � TIC -- &I_ ;RMSTRATM loi LAS M � R"TS ir-W*2 * 021245 - AS ITIRMOKI TAi 30 � � ln�= AND 74S��! ,i5 Iii AS W-F--li TM We OF 5WTK FLOR04 REPORT il, I 0,0 I -al A5 PER INS 20t � TAS �07 U01 - IAS 203 SUIALAPIES. ,'I lill RL111ININII4 KAKMIlIonr� Ili ec NFI Autry till TFATI loli orer.ahwist ricoirir� St sNon 2 I ALL Ai,illI SIFER Mi VeD AT CLOOLPER `FFKN,1 K1W 3105-41114 &LUA -_ A ALL SIM StAto WWI& PAKIE_� 5ii HIIiTE -,MJCTURN QI SVL �,�Tit A-6i ,�RAM 10 "I"I _�_�j 11��VANIZEO `-MI -T53GINKIT-09 &,'F"- 54ii IXT, (AFTER POw-11O; 5 FI Sii"C`41 TO all STAI �4591 SUIT OR M5 AKSI StAILITEN 00 iiPARIFFIRVA JOE9511iIIINT CiIII'M IiNHIMP, - ,;_ FIL�4,�� rip t4N 106,1!4 w" %- Xg winz I�IVI AND 4`6 "I TIOI VAILKI'M IT SAU CONI'li %4I Pi,rfltbih DUPED- .,GL AECTICIN 241, 114 F 8I TO BE _ASJU A-_TlO7 QALAA%tEED Si OR Atilt -W& AER,CS 1,7A#I � . � Wj�" "�_ , M, IN ,A j� . r. 1AKE=k I AW-14M I-0 WILL hNi FIE AS AX.01AS, I'l) tr�-.9�04:91p,m.---9,4w.-Cow,-RTN. - I? ., . tkkL "�. 3192 � - � 4� ii NFI-ol AN0�0,-- AS kAWTT,ii1r1qW 01 I I A --_-,FI,TiziX., W - I/ - 7/a, cxx­ _��.�Ai ,FS iAA;%)rACfTSF1i � 0MALT M W_14 r".21UMN- �i) - I/-'- - 12ril' 5GUII "'ifIFICti'M Af 1A!rrRftOW EFT Ad 10W SOVAI %XI A �i,ii�r, cc, (%&- f � - Izal P " -) - #To- I C, FF%RAIAMr I'DIFFIE V ?d IirrilI Fr,lhs Apsci�:I, III' W`i`dlLK_"EUNr.s al [][`.`� "_0`I1I'111li`CA IlROCII,FilM E" 1" A1% P-1 - I T - - I,T`0 �f K -6ifilir ANCHOW,, 46 WANtRIFI-1,960 61 TF?%,-,W MIRPrAX"la. Il'-9LILI) 4- � 41) WINitili "WIDEU11ii �� TAKOk �_�-IF` ft7l7i AFIL-01M CONURElt SR�iiU HE ­ �' IOR P*FFF�-., T_��- 0 _- PANT"AILTE Al' � AND I I,"- FAR C'f TAFF-60i AN04M A;I � A,j H­�x & !6I -5O ANCbiclTli� i Itit, I i: ILMEW'DOCE) r I� III till: I III I I i It I I: OHI � 0 LI: I 01:1 I 11,1111111NIFN I IIII 111) SILKr'A -Fw� li. -LiAi Is' 0-2. axiis kysa SlAu UE 1 vz, Lui "ITirvult illdoxt sxV.co fwsi NO to ,,,,,,,, F'OR WAUS WIT14 NF) 1111,I ANP _V .-'$F 14"Im `511IFEW5 OR NU Ti,rREADED SCRE'Ns .,/(I I,W, 811 iti *I NOTS A z: IN CAw wi, IIVCI�AFr 5,­FOlS, V,flf.CA�i MMKIE FRAID-51 `iAvil 2MCNil OR W 0"Wrl at �00`,D 1'�, _.�' EXISTIM WNLt, Iiiii PLOT)k WrIIICIIIII, i K, I.C.44 �Illi VII Whi IIIE uTV+ �MUOI,Pilt sI 51JF�i PANil S NNF>V:Qi �-RJ L Ot iS RFi_U1LOqE0 IN A i" II VI II 2111 _ . Mi ik_Lw�.!L_�� 11iiI ­20 - i/4" 4 TAS[ii AMG,101415 AS k14hLtf1Mi,iOVu iii � f A iit4f)ti diA - 1/4 . P - 1/8' rxii-iii AWHILIFli 4S QAN;$rA�1LAEE S', "ALI INC (RoIN f'­t�,5II PII I - "'A'D W V14 , 15,010"l SEV AWHILAI, AV FrIFTIFIMAITt By ,14 t IKIINT StFIV IV, N111-7 Q ISTRCA1 ry X1 r,*N ",_ is- 0 I "� . PA- ,ii ��Axi CEUQS Itt WJ4 IW,FELVAr�, ft,,� A"Liqilii AS INIANNiVo%wIliv pi Luc co:NSIR.c"Nim 01,11W-Ts (WN fi-�W 1 I, % � ) ',� - , ­ tAP-T.'RiP Vr-ift�lt�. At� V­ffiX,'TWfD 01 1,41J�FASJ (:0PITOIATIA )4* 0 (.� ,11 k �auwluft a wfo RII mcl- I rithaininogritinTil '. I 2ULTE1 TIR I P5RTS: Large missile Impact 3rid latgue load liestis were performed under Protocois TAS 201 � 20a as per section 1626 of the Flooda Building Code. Uniform static loads as per TAS 202 Protocol� Test reports prepared by Hurricane Engineering & Teli inll�, Reports # 96-569 dated lta/09/1�7096, 06­1,570 daled 01018(19081, #I dated 091201,1996, all three signed and sealed by Hector to. Medina, P.L, Foriestration Testing Laboratory, in. reports # 2032 dated "'16II-1998 and # 2126 dated I 0,05/1498 witnessed by Gilbert Diamond, P,EF and Report No- 0219.61-09, dated Maich 4', 2009, signed and sealed by Edmirril L.Eurpleisapaida, P.E. and Henry Harlem, P.E. . Tensile test report No. 9CM_ 197 Dy CC- Matallurilifli Inc,, dated March 13, 2C*9, signivid Arid serallivid by Frai Grate, P.E_ 2.;-STRUCTUP.AL ENGINEERING CALCULATIQW. On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind icad, as wall as riltAx4nom anchor spacing is, design wrind Icad ard paral length based on rational and comparative analysis, and 'In accordance with section 161 6 of the Florida aurlding Code. Calculations prepared by Tiffeco, Ini dated 11103100 and 03112115, signed and sealed byWalterA.Tililit, Jr., P I I MWILE-IMPACTIMSISTANN-CE.- Large mis-90a Impact under section 1628 of the Florida Building Coda, as per TAS 201 firntecd. 4. W1ND LOAD RESMT ____ ANCL 10 Gag I . Ti Galvanized Stecti Storm Panel has been verified to sustain wind pressures. Maximum panel lerivith shall bees indicated on shial 14, Lfit I 6, 1 9� 2 5 ,,I rid 26 of 2i 1-11 Fort Licit Evaluation DeAu merit (P_ E, 0 .), drewingivio. 20-176- Maximum Anchor Spacing " be as firldicated on sheets a. 9, 10, IF ", 14,15,1�-.18,19.�-102barEd26of26,ofProduUr�_valuabur.,-_Iocumep--.ipdE.D.,. � drawing No. 20-171C I.INSTALLATIQN. 2 Installation shall te performed s1rictly In accordance with details Indicated on sheists 3 thru 7, Irj firinj 20,23, 24 and'26 of 26, & Product RvaluvilikIn Cisclinlaut, tP,E.D.). drawing No. 20-174. Minimum Separation to glass, Shall be as indicailso on sheets 8. 14, 1I 26 and 26of 243- of PIradje, Evaluation Document (P.E.D,), drawing No. 20-176. 0 �� K C&Slt 1IFTAT PRECAST SWW, AR PROW, __tFRi PAIii 5-JCZiII OR ROAD OCIATI BE R)'i OF TAFF. CJI'Vil"D WALL. .0alOft Sw� IFF LONG EKI TO REACH -,TV MA01 Bril,FIMUFTE ii]IRINILI --A R.,11,1111S PICHORi SI,I� LE AS UENRIANI IN a 1 J AW ift 6 2) IQ TC_UUW_iICvO_,iE& Si,-Lcjr�lg�-,;Uxf��,,,��-&51MN,j - IIII-0 1ATICT.IN AFFZAOIAS, AS MMU-I'AMASIT M' =I IT 61IFLINE. AC - flit-10 Pi!JAr.1sXT7E jro,iii- IO � FjAN[oRW FRI MotitFAI; AS t,uM­'-,REE, Ll. nGID �,0.5T jCM 11� W 10 mcim , , - , -,R- ­ �/4'1 kAr S, I", PER 4 - Mir'll ,, t-x INL40 I � ks wirtai P III, f,01W. 5T_LTTFl, W.,-,�, � SFEIWL�_, CA C I: "Wim FVTs-AM POICTRIII INvi Ili 91 1APICA ,l NANATS 1I BE I 1/2' AII ii- Ff* LLCO Ii-EINIIIII, il�_L�- AT), PANI. -til'I A, -, I �, M.0"'. 11:97-c'm pl� or LOG SaFor, 04TO THE -OX MAU: L94- Shk--, K I i_`* `40 ir�`Auoir` INETTIM I'M Sruc,�O Sf­ BE CV4FQCR-0 AS PAR7 -V Tk� AMt-I 11FIACklin, I%W'.TRArON C il lim" FOM DrKTI'lliE Or IpLi ilrilEii1l,', INTO % N)LI SIVIII,t IN AS INO!uiri, N trit,'�' ZRAXi r." witwi�* PEAI of Rim k1mv-SAIN, INIAL Or I/A' II'A' 1-2U SCALPS USED Sli Ri I 1/2, A�Wc 91144Q4 si`�D SAAA�o IW " 11 VINIMUM 1`09 14I WITI, W, S11AXIL C_� ,k CASE T­' PRECAS1 SIONZ, OR PWAST CONI MILS, IMCCO OR *000 ellARD5 Or MM01 0k T15E VYIIO��& *&L ANK,W_­1 SKIW,I 117 Ol"I'. DINAK41 `V RSAM tlit 101. lITFIrrTUFF -MMIJ StJQ[ FAREIS FOIL14 ,�ii,Aii, .i 1,111, I FOXIKIIIRII IN 1, lI L, si ft �7 4) (0) AW­(XI Sl�` ��_ INSTALLED, r-11MIMINO ALL CF 1W RII004WIFICI 400 A-n�4ICW0<i � 71111 AFH>TON��Wt TAkNVrAe-,_�T­__. d FARF--� Wy ALSO BE -STPLIFEC PC,_,iZVOFFALLy I`OUIAF�NC, �RSTAI�WAA DETAiLl 1ITHUMMM ON UCTAIN i T-IfRiii>� 10 ,1SHEM - iii-QuAi 0 txcE-� ,iw HEAOM a,,R nl� �IINLI =1 III Its,, V IT A"i OV VHV _,-AAEIrj� I , _ ,,I%J n- ,V ,,II, IiIiIIIIN,li,oft 10 VEAVY 71lF5 SOW')NM A� TK 2M,�-,UIVE 04RE TLNAM,A III, rO AL A*TA4FAP 70 letAr RINFIFETH ANIL�EA-Ait TIiM l-TriEr ITHALL I'V10f IV! 41TAC�M IF) 0(XICKIM ftC�,K OF, Araw TFRANI, 10A AKFS I 0 W'it RMULAP �FTTQFW iti�"kl_ VI LEW,TKS MAN fi��A 711901�,FA,, 5;7'- 4', Aii A�� KUPI & 8, ii A 10 �C ft-ERFADVL� Mp� - , gW " TO* ON 5'e0­_ -�l 1 A i2 AESPU'W'�. E'L4- ,�VE ' UCAILE Xi RZAALY V`510'_ "w"I Vs1fru".1m CIII fier 7EW7 70 SZCI,K �A.ZiiS Y.14 -,41A,VILT Vt­�-Cvi LI,,FO PFAKICS, OF Aul"I III I I I,< ,'ASTALATICIN Z�FNTWTAI IS Ir' %rlh�/I.AkIIA AU VA'Prig ­41i _-1�5�01 *1KII REMAIN W -1:".ATlNi e_,1_­ilIP,Ci` ii! N- ­z ALIFU11144: TC. .4i "10,11IIAN INTRIPWIN 1, — ­A"I:t -W1 N �,4L IiAF­_ _y ,ii TPE-K ,IlACATEEI IN II`$ ,1r.Mli FI IN' RI -III �N�i Z' A�AC .LG1llIktPg5Ai 'HOIFFEI AII I�F �M� �­,ON W`tilt, IONO , l� IA-M-0 To III I." ­'_ -OrrTIOU ToWli DID10lill,lill il'I r, i pepw,li T", 'Ills ("WNEIR ". DEKEPIr iM I t'i"V -OWUL iliillihl,i,il�, f I � . A %III E 5PEA,� PRI If, Wi III! ATE TN�AIIIUA�l' �hIEVIAIE M�W 1141: P 5 �I it 0 * -_ `(_`$POF� COR `E SELE-TION, PUII AWO INS7�­AON *W.-I 0H W� - 7r­95 R T F_ PEA F`Fi -,V_'5tr� LF� -4f r,C�Al FROJI, 1"PE Lf.WDMIMS M7XII Aid �41_ [Iie�Ww i�� �_E�. AT ST7 ,75 Tit IrTriFIFAC-ok 5 RaAI-a_IP1 IT' W ;IRS 11"I'LLIL0 FV_iiVl1i1IiiI: 1,10iLINJIII I1111111�: A� tJJTlIIJ1FNI1TI l"If, IF MIIOXIFEA� � ii StFill SF'VCltII." AA�TS SII- -_ nrPAP-A 31 -4 FLOWD01 WC15FERIO IINGMhVER QIF ARFCI=� Wl.1- Vi Ri 1AF ANG'NEEIR iAl 12AAA�� (E-,)Ri _-MI ME PRAII M40 M�_A WILL W :0tMPCFR9BuE FOR tiq '-wim i OT TK -EL, !�KAAFEEPr no� Tin- �A� II,,"Oe A� . L,I F-FI-1-Ki TO ,iv� , E It Mr_ffal� ONI slAwn Ta Iws Lzit.", I,- 7p4iT ',,Tf� 5-­A1AF,' rKIIWI �AR R71UIF (41 -A P � ri �F� Cii 11,1-TL LIIJ� AIIII I 1�111111(--Itzt� Nioll ri SKIA,Iuki� IN O."t 1C*VlLL:;S1OK4_ tAiliFfil rI, er-Fino Nw I-Frrlsa, ,I ,I SiAMS "NQA�'s LATT', %� K IOW`11 104 4 ACIAMI `Ai�r Iocx�ux AT "Tog. pAr*M� SALIM.P ift =;� Vi AFI. Nl,i T�LA - 1 llr� RUM, 4'. i C-� III LASEL Slli RE �WCIV I'LLA EFIFFI'l 0PmTArtF wff;m� f� c,_­%, W�A sr,,7o, 9".!? or ­g P,01FIVA WLMNI; Gay- i'A'N�i�5­� 4""" ";�;` N-C nz�"6 il­�I�-­ ... I ;:= _ � ATINN VfN��iIt­ , iriniA, = FN 74 � M-_ Or ;%CA�A ­ A, I - 10i Q. ........ �-�, � .. ,� , Ei , A, ,� a IJ IIIIII [JAFii1QMnFFl Iff IWC�Iil, AA1,,.Fiil%, MIX, AlAaAAAM, 40D 'r 'lAt''.3fir' A%_FICiII4 Iiiii' TIIV OO� , 'V�c 4�1", Rt,,Fr� 'MV ��HAL, RE � 1/1" s ,, , '. E�I CAL4­M Z SAWD-SIT, ANCHDRS 5-0-1 K Eitl� AV �Js" INTO 'EA� ,�AW_IFFIF, '�y 'r ` ho, 4: "Ll-I _I-$ 'INI NII, -AFABI 767 TIM V.iLhCAGI �14,11_1_ fi. ;i 4/4, 'i WAIIE USED Si-i"'i BE I I/2- -0w, uIA,,V.W _%­--j's ,,L MIST� kr4-3 Y' VOW- F04 WALLS 0,74 NO SFA­Z_ Z 7��. � I . s �iftlor r VIRV. 10VIll, lli 20 (MG1 CALMNIZED STEEL S"'Islikid. � 'i," & - ITT _ - . ___ , I �1.1v­ L � '.. �� � Loakii, mTECTION PRODUM. LLC. , ,__­,_­' , . z liltri�I8'fffe .11 = I � 1 W.-Cu4ii _��11 - F�`-"" F:11 II � - I - _� I 111 1. . ,., �;,. I .,,,­:iFi.�.I ! 20-176 — I , . 11 ... ­. I -_A� tNA."I'll 'W.-T - �EZlEZ`­C! ­­­ a"":fti;;_ __ �!-Xit �, I L� T __ P.-K, -. =4_.-� .l T - _- - I, . , - K�zi � ,, IIII01 I � - � 'I I- la��4__,�t ­­ � ­ M 1_E11AL1_1AJLQN1iFLEQJ1L![�,,[lLt 3 :0, MATERIAL CH EMSTICS AND SPE-I F:[QAT_J0R&L; Shall be strictly in accordance with Generat Notes and Gornponeats MICated oil sheet 1 � 2 and 22 of 21i of Product Evaluation Docurive tit (P. E�D1 ' drawing ' No.20-176. Anchor specliwtions shall be as indicated on irrieets 1, 7 and 21 of 26, of Product Evaluation Dociument (P,E,D.), drawing No. 20-11 71, 7. UMffA . TIQN$ C� -. .-. AN"NDLT*" _ ._Qf__VSE 7.1. Shall be strictly in compliance with General Notes NI 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thrill 4 -and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Docurrivent (P, E. O.), drawing No. 20-176 prepared by Tiltisco. Inc. and signed and sealed by Walter Ar "rilill jr,, P.E. 72. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florkle Building Code. 7.3. Product shall only be Installed Into poured concrete. concrete block, and T wood frame struawres. Product Evaluation Report prepared by Walter A- TIM, Jr., P.E. (Florida License No - 44167), President of Tilleco, Inc, (Florida aA-0006719). %Nq00WNN,, ,,I., ,O, � n ,,, 111Y­�:_�u .1 �� I __ ,ti *.= - '. _�p �- - . . �Fr, tNs"- % I s , 4��. .� - 1� - 11F � . I � C : I =- I r� __,��_�i 441167 - - i� - -1 '*= ___ = ___ _­ __ �_*: � - ,* . Z ��­,:��-::c%-,*-,�-. �ST'ATE OF -,'.- f r ­ - - � -iliF.,� - - � . " lu '_-I­_� � ",� * ___ ,� -, � � - Nop, �",Lq:l �iiP(", :;I&. F..,- _ ,,,,, ., ". - a & - I �Xjvi"F; � A L, " , , - (F, 10tir"Iffiiiii VVA-FLL D� � ri L _GCO A DINIGH R JECORDS k P. 5, RePORT, 2 0 i, G 1, ORAL PRO ra c7i F R c ii Qc, TV, I c � 2o Gmza C'M iWft=, STEE IF W F URN PAN 11 � 0 44NO 4 X1 ! 8 k R �_ PQ RT 9 2M oR 0 1 1 1 I=�,,�.11,11�1.1111".���'ll""�'ll"��.-�.�'..","�,,��.."--,.,,.-��'ll'.�,,�ll,"---,- %I Z TiiP---�­C-01Nc\, TILLITTFSTI110111(ti & ONGINIEZ9,111111110 COMPANY - ­___ — _______.,____ __ %4WTER A . I'LUM FIL, �'LE; III= -com PRODUCT EVALUATION RE PC" A"'i" TQRT U��_?, I.Xth,.�ZRWO REPORT NO. ; 20-0727.02 DAT E: July 27, 2020 PRODUCT CATEGORY; Brititters, PRODUCT SUB-CATEGORY.� 151orm Panels PRODUCT kAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: G!Qtm-I.Emtot�ttwPr�o�d�Lc�.t,s�-LLC 4800 S.W. 51 Street Devie, Florida 33314 � I-NMOSE OF UALUAIIQN: This Ise Product Evaluation Report issued by Walter A. T1111I Jr- P.E. (Silisterin ID -1 1906) to the Global Protection Products, LIl Rule Chapter No. fit G20�-3, Melhiod I D of the Florida Department of Bust ness avid Professional Regulation This p*d:ucI;--; being issued an Evaluation Report as desvrood herein, and has been verified for Compliance in accordance -with the 2020 Seventh Ed liter, Of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to the' I required by the Code, This Product Evaluation Report shallbe sub-lect to review and revision, �ri case. of a Building Code change that may affect its linvivalions and Conditions c CE _AUAMi Z_t_PMMUGT IEVALUA N DQ!:UMEPJT 1P.E.D.); Drawing No. 20475, titled '24 GA43E GALVANIZED STEEL STORM PANEL', Sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. h robt, ILI,, P,E,,- dated 07127II2020. This drawing is an int!%w vv�104,;&.Isi Evaluation Report IN' OL . 4 I ,,NN'l : ...,I--",* - , �,­. . , j� wk - _ ;�4K, \f,�S,`F, , ,,, , , "I ;P - 0 -� -- VIC` .. ;� 1,._�_--Z-___ - 1. I ­� _!:�-t�-it�,�­_ _T46 1 _ � ­1 - 11 * � � _��&'ll �* F, 1 _-1- .1 �� � 2 . Z S­ b[Ail , Z �.,:_ ."Iz I , I r I � �I�Oliv` �`-,,' -*:��-,,`k0R!glA..­'4, - "I I& - I � �bi, iz,I 1 A, bsf .1 Iw fs35-5 N,W 36th Street suite 305, Adiamil Florida 33 I 66 - Phoi (Mn 371 - - 'A9e;itA , 1 531 1 6,� " -`11114fill"'I I I r--" " - ­ -, ­­­­ , - , " , , " , , __ ­­ , __­ - __ ___ - - - ­ ""' —, "' , , , , ""' I ­ -- - - " 1111 I I I - - - 11 I 11 I I I I ,L —11' I I I .__ � ­­1 .. I - —­ �I � I � I - 1-.1.111 1. ­ I EQ,:,! REOLAR - & LIEL3AELTEY —STOR � i fsc,�t,r_ ,.n1=1-i i � I i - � - I41", ODTA.�­I __ - . - - I - I ,,, V,F- (rmAL R,a-.41 � I I I - -_ - , III -AV (ArrT.APFE WIDTH) - . . I - � 1,W __ - - flilo, - ; I i - F - _ _. - = - _n� - , �,,,W , SOO_ -1?0* I - � � . � ­', I - - - 1 3MI - , Q.po= .,I WA, - '­JiiD' - - -_ ' - I I �b� - �__, - I , 1� � "I I',," I I", -1" ,,,�� ,,­Ill.�.111.111.�,, "ji, 41,11 f -_ - - - - - �� �q,.,w - -I " ­ I ,, , , ckw,i- slrzj� -11 � ,L­­ . 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XF, ENO u- I*/ I lr,EV4Trb1 fzias III, (�) !A!_hL_Ai � III 2 (A . tl"� MF . -AgQ9 � � - --- - (�) ii f, - AI[I:LMW ( AR&E-W911 - - __ (N, REYEA5E_S__TA 11 � IAFI � A� CC' ­_ f 1 r­ A ., 1. . - ,,, �� - � 7ro. V= �71' __ V. 'E, !I�_ - -- _Ie, - . " � AT, I I' I ��, 1�3w- I i., r:�� I - . IF PIt"Ll I'M— - m­ - , )ID- _- ''I'Aiti , %­,�n. _�Q. wm�'s : I I ]I i f ,I '----=:7_,r--_ . io"I 00l'i, I �, i III , 'r , ;? ! 4 � I t 11 A I, ,,I%a, I C i I. - ,?V i I ,_ STUD Tlv�e. -1, R A*AE a ,2 P'n. 1,­ I i I I _ -.--I rl I ii, 1, , I , l ��, I 1, i� _'PL= - I - - " I 9 i �, 1 W!, E 6:? , , � i , 'U -I � ,_ � !! - 1571- N - I � � 5 ­ , --I � 1�___ F-1 I 1 . "i __ ro � I ? . . III - if Ir - - 10,5- I 7�r, 5 i �(v 0 ,=� -1 f1IT", P-�, C"TIVAI, - - � __ � 11 _/ E a I =­ E, � jJ 1 w&I, i I . i . � i ill i , 1 I � I I , . A;" ,,,',,I-,. 1, �, C EEY hQU_W&%JER .--- �d � �d I � � 1, wri " - I . iA, . I ,,, I � ,!. I clxv?_ I 1 I - - M!, - � � � - L-E) 'II TRAl;K__6NGEl[ (k "I' - _Fr' TRACE C�_ FLAT-f-Iiiii I I; E --------- , ',A' �4"` - U-1i L - - - - 2=5�4 - " E llvwq� M� ­'r,I. I ii __ � ­ ! - __ ,ii ...... . "'M 1Nffh_510Q : I I I'll '4' ,�Ill:I _ _ �c � I i i I'l 111, I, J , " V iv ,,`_ _ - I ' _� i I �� I, Ek AtIp" ,,O�J, ,,r,,, I .1 ` ,T_�4,-'�-_` � ...- 'Iii . I . : I I I I "I 51� r-- ; � , ro, � ? ,QI,*.,,- ,�)T�Eri - Liz" .. - O __ � --' �� - f , I i 11 =18" M'. 11 , ll� J . -- , � . - I " - t � [.- --- ,�, .; , I - , - - I 3, 1 51' �, it�, � - V : - ,A:r. � - --I,-- � , ,V�A 16� M - Ill, A I � 2- � '*� � Z FLOROA 81JAZING C I ; I ) I I 11 [ � - M * * I � - ­ � - - ll��, ­­_11-1.1-1 ... l_,,-._l Hut FAiR4 40riej ... l� ... . .... . .... �,�..�--...�.,--..,2a-�t!t.-!il-,L-;-�I.ItI "I ­­­­ ­­­ ­1- I I I - I, 2�6' --- �,_ ,,, . i, _S�- i J*ii 1;',`-_ `j75� II P'lI' N` - _T St I'll: F0 I i�K 0, FOIL, . - = I S � F,TA_rE LIP - , - - � '_ � `,�, ,, , I - - - I ", , � I 0 , LtErIL I�,NFNII TITU4, illL I 'r, j i 20 "IDE GALVANIZED 5TED. STORM PANEL NeA �, s, 1_�___ t - 2 wo- - (* KU HOLE __ '! 45, - �_ , X,I_ IF 4 , . L �___ f - — I — -- Wim;,� f . I gR� ALEAKIA ", � A= - - - -, - - - . - " A-f , - - 11 I j 0- � . 1A, - - -1 - - i J1 Ll - - F EC 0 9GLOBAL PROTECTION PRODUCTS, i LLC-5 W7 i I I I 2:.X2_,WX 1110WIT,itic 'Iii: III F11i I,,aifl '4�,Vjl - III � ­_N ,, � r- . ,� I ��"� -: 3. � ., - "I ., 11 - . i I . ­­ . i ,­_­ ­­­­ Ntit'l " III MIT I - I F,i-Al"L r, V'Ilt VU� ,wPh Ai 0 " "I"' L I 1 I III, ALUMPium-ANIQU � ,VA4,,OIIiF; l" VAiq*WF I �!� — n ­i 1'I­___1_lAAIl_ ., - -" q"W I,, - - i NA Ili, ­ ­Flir '10 OAtnA- I ,,VI I iiil'Ibisr F,Wl I. .. .rQ . -RIDI � � I - ?�I5*,i.-II/32' �-f,i �"Qi - - it rx�iAX,TAA1— , 1, `,` __ � Air �­NFNII ir i.!E:_� p� - - � ­­ __ � I � - � li�FT �1� ­­_ _�. I 0� AFAII P,wO �) 1_. . - - J­ P =,�' IICL-1 E I . 4.i4ii I- i �­ I - I -6 I - I - �, ���� ; III . i _. I "I'll 11 �� r .. I ___ - - -Itig_7&M= 2 Z14391T.Rugm Largin missile irnpact inad tests -were performed under SSTD 12-99 standard as per section 1609,11-2of1he Florida Building Code. Uniform static loads as per Section 170B.&3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florl Report # 0814.01-01 dated 03111102 witnessed by William R_ Mannar, P.E., Bci Morvic. RE, and Henry Hattem. P.E. ap-1 Report No. 02i 9.01-09, dated February 25, 2009, signed and seated by Edmundo Larg nos pad a, P. E. and Henry Hattem, P_E_ Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1 609�1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Reporl No. 1123,01-10, dated November 23.2010, signed and Sealed by Jii E. Gonzalez, P.E. Tensile test report No � 9CM-1 98 by QC Metallurgical, Inc., dated March 13, 2000, "ned and ssisaled by Frank Grattle, P,E, as per ASTM E-S and Tensile Test as per OC Metallurgical Report No. IOKM-13i8, dated December 1, 2010signed and sealed by Jerry JEciulfano, P.E. as per ASTM E-& , 2-3- SMCTURAL V-491NEERING CAL"LATION$ On 24 Gage Galvanized Steli Storm Panel for maximum panel length vs. design wind load, as well as maximum anolvar spacing vs. design wind load and panel length based on rational and corriparalive analysis, and in accordance wlth awation 16114 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated i2118/10 and 08/27113 (for this revision), signed and well byWalter A. Tit lit, Jr., P.E. I MIS HLEMPA-CT RFEWSTANCE, Large missile Impact under section 16W1,2 of the Florida Surding Code, as per SSTD 12-99 Starvidard and TAS 201. 4. "ND L U§ Rai ANQ_:� 24 Gage Galvanized Steel Storm Panel has been verified to sustivInwind Pressures, Maximum panel length shall W as Indicated on shoots 3, 9, 10, I i, 12 and I? of 1 8 of PpAuct Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11, 13 thru 16 and I 8 of Ifl, of Product Evaluation Document (P,E.D.), drawing No, 20- 17iii 24 Gage Galvanized Sleal Storm Panel has Wen verified for code compliance to work as a non -porous storm shuW assembly, as per SSTD 12-99 Standard- Tiltiliplif S �ii 1110 - � 1% Oin . �:.. �.07,* x , 1 , ,.� � � _____ --,_)�Ulli � olk � _� _.J= - . , __ -_ -_ . I ­ I -­-�r� . : � I" 1Z .", ­ ::: , : '?, , � ek� * . *,E I . , 'll SIATE OF i� t, 1�i � 12-1 "O'.- ,,,, OR I 0 ?, �� -A� IP III el ". , N, Q` , lvL qk�­ � .. ­', NZI Nf '14";y Jon kil 0, �,TV N A11,14IIII0040, I I , - - f6i till ulEitilia"gir"11PLavill, 0,A)II-LIA, !R)t#di-xomrl�----� � a.- AINITALLATIOM Installation shall be perforrined stOctiy in accordance with details indicated on aheets 3 thru 8, 12 thrill I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-ITS. Minimum separation to glass shall be as indicated on shoals 3, 6, 13 l 14, 1 6, I 6 and I 8 of I 8, of Product Evaluation Document IP.ED,), drawing No. 20-175. $I MATERIAL C.HARAC-TERI$Tli�%'$.,AKD-$Pf.Cl-FLCA-TM.r4-�i Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 1 8, of Product Evaluation Document �P.E.D.). drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluetilm Document (P.E.D.j. drawing No. 20-175- 7-LINITATIO OLAM CONDITIONS gf-QM 71. Shall be strictly in compliance with Goal Notes No. 1, 8 thru 14, Indicated on libel I of 18 of Product Evalligivitlon Document (P,E,D,), drawl" No.!WILIFS prepared by Tifteco. Inc. and signed and sealed by Walter A- 73111, Jr,, P1. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Givide, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. T1111t, Jr., P,E� (Florida License No. "167), President of Titteco. Inc. tFlanda CA-0006719). Viviii'vi 0-,T'L,TECC,4DPAOt4RECORLta�PrE,ftEPORT.2, GALVAMM STEFL STORM PANEL k 0101I 0 20-1 76 II I,-, I I - - , " , "­­­ "' — -- - ----- ..�.......—�-�.��"�---.�-1-1�'-�rl-�-..-I _______._____.__ ___________ .... � . .. ..... ."P, ___.____._ 1/4, 214. 3/4, A14. 5/5F 7/5, I i � _ -0, 2W/10. 3W/10, 4%l 1 p,IW/ .* 6/5 - 5wilfl� 6W/11 Al 7W)i 2 . I I - �� 'i _ I Ahclrfiii. Fall CIAIRFRM SK SONEDILILE DN lPFi 9 at 2 z,, iAA, I �_ I - I __ FOR iti SEE SELTI-I ON Slil TO & I I ____ ---A, M. - N`N 1 - __ i 0 c 0 0 a : -I- ',-----,--I- - -r - � + (g 1 - I ____ _ - — i � ­ 1-1 _ _" I t) - M - � ni , (,-v l 60 _________'-1-_-,--�- '--"- �­ I '-­1 �� __7- —7— I I �l 1 1 1 . � I I � I : I - . �­ - -­ ­1 ,—I -7-7—�--­­ ------ �--- - �--"�,-_,r.--I�--�-..-�---,.--.I-..I � . I i � E C4 -,+x I, (�), 0 � 1 4 . I I I � � I F I : L i 1 1 I I I i � � i I 4 i i I : I I I i . . I ; : � p I � � I I , ! I � . � � : . . L i Ii . . . . I . I . 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I 1 1 1 I i I - 44,? �- E F � I , � i , I � . L I f � 1 ! I � I : ' 1 � i i L 1- I I I . . . , I I - I i �, ­ -_ 1 L - ----I - I . 15 11 - i . 6 - i - __ I - - I I , . � � I I I I � - , -- --- - [ � -- - T . L � � : I . � I i I � ED I I I I I ; I : I I I . . I I i . I I I � I i . : � . I I i � I I I 1 3 i I j . I r � I r I , i . i I � 7 � I . � � I � � . I � f � 2 I I I � ! i � I I � I I i I 9 I I � � I I � � I � . . . ; I � � � � � V I . I I -, 1 � I , I : I I I I - I � I J I i � I : I � .+ - I - I I- - -,- _ -_ ____ I ­- -_ . I - � - _-, --- _��', � D�MF-g,(jo,(_4) I - .- I- - ­ I _­ I . - - J I �&l - : 1 !I, � "`i _4L,, -iii � 7 . � V 4II, i _1L C . 1 , C.) Ol ;Q-0, 0 ; 0 I ift � - 1 . _ . 4 I.0 40. @., I __ fi),( !�), 0 rtilal . Z- RM � i �- WX Ual ,�. ". - , , 114 2/4, 3/4, 4/4, 5/5� 7/5, -1 av- Re , � ' - 1 VINI 41 �jl 0, 2W/I 0, 3W/ I OT Avv/ I 0. NOT Piall RleivilI "Ift Assi.st, �­a for 5110/10, SW/14 & 7W/11 / 5 1I complian COMPleted . &W,-MS Iva CcItti $Er WJ,FEEuLE ON SWEIS 6 & I Ce , alld ' t aPprovedL _ � ___ _. -_ � ,- I - - t FOR WOOD, SEE SCCIVM 00 Son-r-1 10 & I R by Oebra e 2020 F8C I 7th Editior 1 Iril Klahr PX23 I E 00 R QU STQ Id PANELS Lfl & j�� ELEVATION I , t_n 1 2 67' i /4, W. CAP . � tu,iit vieli .1 wi iiiii . - - __ I 1 4"Mil __' 4FIF4 � ­­ , _ A, � 7PESENI _I"r-.;M!O!r���-��""",,�����:����,.�,-,,,,, 11111 - ­ -_ � _­__­11 I ,, I, , , -IV- i , .W, ­ - , \ I,, k /' I i I V­'� `1,___,L=_1., - is' I - I I ;I ,-,��:I;;,, -___ L/4- -1 - =-, 11 IN00 \_j, , - 4 "­17/ � I a & a A I i OAX W I . " 41V I k, tl t z ..... ,'_ i zr-l) C , .- - , , _'; � 1 , I ,W.,� � % � I �A, g& ` ICEI - FLORIDA BUILDING CODE (Ittli Velocity Hurrican I 1 ______ 2__It� It "i � % --- _____T_ ,lx=-riTI:iX), ric 17 � r P I . � ED SINCE CALVANOTED STEELr IF Irrivivill Pill I s, � . 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I, I Eau& K= YAM E__Z "I =0 I E-11 YANQ IiRl PAPA f- SHOWN ON TH:G ANDIGI CYNAVATION NPAEJ WIV, IS I D � HAS MCN YERIFI FOR CIQNFAPL�Ahl IN a 1) MINIMU61 EMBEDMENT IT TAPODN ARCHERS AND FRI PEMALZ 0 ,A PANO_WI Tl INTO EOFFORE7 , ACTIRROAK.- VVINI PHE �IGZD (�PTN EIOTLIN� V; tHL ROAREA GUILDNEEi COVE, BLDrK SMALL BE t 1/*I` -NrS*%' Wl 1INAISS, Nkk� BE DFICROWD AS FROT SIESINI TtHTI T4L AGANA NVIVNI QSKIE.� 02� MINIMUM EUREEDAI Of' 7/4-IF K 7jr CALY-W ANCRORIS 'FALL RE E I/6" �Pl SVWPNHEV_ , __ A EAU 1-l"CO) 1* RPROUIRCE, I flk� IfURPSHII Ni IFESC S�SJHSRS AHLT LIE INISTAILLE'D AN 0 ND ENRICHMENT INTO AW Foal ANATERTEN SHALT BE PERAIIII - TOP -A acm-rr.?7SALifly,rk4�100 KII-0:15 L[SlINE, REEL 't-Ito I E,VI Ul EXCEEEr IFN PLARINI,plo R_SD�, VIl" 0-N 65 50EVOLIF SOLTS tARED SATILL BE Ll tNOUDEDr,:-DuLH AI FiNuCt NPICICA� ' 7n yn � ul Pkn�' vkq-� RA END, NDGAIRD l SHEETS 25 & 2% I 1/41 W70 ANCHOI - 94 PASS-' '40 S 1NEV ME A.BOPPE C:�::llcll:I!IH' WIDIATE D al 'ACC -_NAG' SE'DrPil FIRRI I I -HI, ANSI BY FARSt NNf,mI -TO III I UP"'dir"N III LOADS MY Lik1L'1YICEA -­EM BY 0 15 N 01EVER TO D­%: IN CASE I PRECAS' STONS. LR PTSCA_5T OOKI PAWAS, RE FOUND DN y4E C)NIFfil" I PY SERIES'- T--SZ W/ Rl 'A_S.V�� '�'P,&,�F, PRESSURE PNPVrv,A FFNAVATVAN� CUT ,,KEIS 25 ,:* Z6 ANCHORS SUALL K LONG Otil N1 REACH THE MAI SPITHEC'upf MEFAFT0 Sul IPAV'KL� Ad"I'DRYLPHIE � SOIALL K AS MENTIONED IR al A'D r4 l � . 119 011 TO IERII -K4T ROUPONENIS AINL ANCHORS CA T�WS NI V, ASS HILSTED WERE. lrICT OSER STRSS`HF,1S 4 ,'41 REK&E I IF 4LORI !,NTRESS FOR MW I YEAS bM USED A C40M ARELASP5 rNSTILNER5 SPI ,ro W03D RAS &EEH t K%Mcl IN ACCORDANCE 'll El S. 2015 (Cl AWNORS SMALL 54 RAGAII FCALOAll ALL OF 1K RECORIMENDATIPNN& AMC: APS OF --A ANKI-fORS i 4 1 i MANUIPACTIATER : i STORM PANI S ADDOI FOR All Al 'Al iIES�-Ahl LAS IKEN VERIFIED N e.CORDI *71, StCHON ]EIR OF ! DIE ABOVE W-NNOWD CODE 45 PER "IthMnIATCON TICSTRINA LAINDRI WC, EdEP�_IATT 1 2032, AS PIROTODOI TA5­22CT. 11 1-1 Shlll BE THE R'-­POAP3I [I TIME CON-VINNNI 1`0 VERI JHE SOU _HL-, r,E 1-7 TTNl IT i I AD - OF , �NILI -,To i YAS-207 TA-701 IS TO BE ATTACHED TO INSUK CRUPIP, ARSIOXAGE HAS SHTL�ft SKALl OHL, RE x7ill 'TO RINI _�. UP-01-9 2 ME S-Sl RAS SEEN VCHORED TO ar INSI ON nir Cull OF T41 OpEll Al '�E ORIFIN-r-I'm SWAP& ALA OR *000 FkAME EILKLIDI AS RICO TAF JSE OF A U%JNVLl 09 Ili TICS APPLICATION ZE VtUID Al ANSTALLAVENN I INTENDEE TO Fit PEPF`,NAEN TZ TA ASTALLAIII CCVTRAI IF TG SEALICALLK ALL SHUTTER COMPONENT EL]GES .KEK StCM= Wi CONTINNATI -saw - TIE ol, STpuciul LONIACT Wl TW 9iAT-DT`r- _EU ;Al WADYFIGNAII R.-RUSKIN CAULK AND SEAL S.JTPER if%&I k ARONXIS 1-1-1 I DOUI HUNG 5� WINDONTS Ill 'NSTAkLAIPON E. W-INUEED AD RE I EWITIA J Rl � ' 30M WE"All,il Li APPI-ICASI TO Sft["Lkrr ARE - I ,E';:dRl FROMP I.E NI Or siRLIcTuRr 13 41GOURM I'Al RWALLAr" SHALL COMPLY WTHI SKGS INDPI IN " fIRMING PLUS ANY Bk_*�D%l ANV 10"r G � �=__ � tATIONS PROVINOCE) Eff THE 4URTSUNCTKIN WHORE VERRET IS APPLIED IC, � AREA SYSI&I'AWN * APPI"al 10 StINU, At--, MONKEY TY Al KOW,'Otl SLUIll ITHPLE "DOWS. W14CII Z�IMAAI A -SuriKO in or -ENI-Dil rAw -,HE mam III SUl 4 4 ATENUM WINDIVA'S AND CORI IMI E � =A RAND SMIRM RANIEL SYS'PEM- IS INGEEK FOREVER, � - -I ' ATL CILI LTV TN7[1Rl,e1I4SSV i:L: SL JHl T6 AI hNU TOPPER (PNAE:1- 0HICRASSE NOTED) I!, lrj� TRIN FSHEI VIIIALOkTION DGCVAE (Ptl PKFARED BY THIS KILIG11FOR IIS GINME AND DOES NOT PHEOPROF. :NrC�FOtAIN�)%l FOR A SITE SPOCM THA,I,FVr� Lit' WHERE ft SITE c:iHRY1lP1El�:E rRECill FIR-ou THE P,E.o E ANI ALVIARAUL: "YfE7 INEW, USUE: III �L�I!PUTPII'5 PHPI� FIH't ,'I$Mr -�144 A1j,OY I , H'� (ONTIRACVOR 70 Ell REMAONSIRELD FOR -X SLOEctol PLERICHASE JIN�t UPITAr"T'NOm NPHLtNEHO LATE SAFQ'� OF � - L, .',J, STFE licEr ITETAL FrAtAl I I SMUCtLIRAL 1,thfil SilLifl, I.R. il �SHJPVE 51]: VIA. , wk-YANIZIC) ASSAY THIS Pool 8AEESD ON -ME I'l FINK-AIDE0 Hr/SKE DOES NOT DEIHI PROW THE OSIN�:IP4NHE LEMPI.EZO o"I DE$'Ch_*Epi� ffli'q!, IIr LS S k1i (,l ILDILLE0�1 74"I r'NJOHMDEj C'EME"'I"COSM SH"' AT SIDE IS THE OOWRAI FE`GV`1"J:FGNAjl ATL SCREWS �Q Ell: SNAMIl SIl jil't OR 316 NIP SANITY iCR NOTIRC1,11-ON KSI l CARBON ��LA, A. -ER DIAP �:l) THIS F'ROCUCT ENAULAIII R>RAAl Uh-1 BE 004SIDERED INVALID IF DODFIRT), I - I = ANSI w AD III r'R_N 51RDI I ID II I'l 4 from CT" � - __ SILREN01:4 N S�KA" r , , AS I.OTNSI W/ �jj�RPER& pl r ,! t 1 A NO SITE SPECIFIC PRONXiCES f-'-Al OF PREPARED IP` A FLORIOA FRl ONX31REER OR ANRYCSTEA[� All TAYLL 9- �_'YG I-E BE ASIM A-10 GALVANdZM PT'Mr OR A`S� .W`T SERIES. STAIN �_ STEEL IFN �fi I., MROPKIIII TTOO ST%134911,l PIUDOVE FIT ETWOPEER OF PEODRO tA_CA -I FOR WE FRQWEGT 04D WHO WILL, BE PESPO%rW � OR `FTE PROPER _ F J40INM " OF THE P E O - PIE�D . ,,, ,,,.,r ACTETRO AS A DE1,EGI ENGINEI 10 I, ENIR�I SMALL I I I ` ANNISPINRY AY WALL SAAL�. BE AS FOLLOWS SLIRAFT" 70 TKS� LATTER THE SETE SFECE"IC DRAVI FOR REN" 712A%R�m IW (a) THIS P E_O� STRI SM TY!E DATE AND, ORINEENAL SEA-1 AND 510"T'LIFIF O' -Hr "PAYEREANAT IR-C1MUl OF - 'I-7. SAR �� RNICY'l AS MANUrAC"I By " OPPOSES SKY 9l "Il IN' i I RECORD THAT PIRCIPARIED IT - - _4 � IF y 7/6' CALK -IN ANCHORS, AS WANLIFAC"C3 BY DEWAI INC (MIN fi,.30DO l ) 1A VORIA PA14CL MANUFACTUREFIN LAO-L SIT - �_l Ell LOCATED ON A REACIfLy MOLE ti�KATtOR AT SEEM Atill 44 - a'--' PASELIC FEMALE TO & PAM4MATE PLUS- ANCH011 AS MANUT'ACHLIREJ in ELCO rIGISTALP CTI pA_z0xCv_ ACCORD"Al WFTM SECTION 170I OF 4P'LORDA EEUUXWV, CC" DEW LAK46 SKALL GO PLACED FOR -11IL OPIDNING TAC�!VNAY D . i ) LASCLIT"O TO COMPLY Tell EEt7fON '70F 0I OF THE FLORIDA BUILDING, CODE. A -I MRCANNA DMISCOMENT OF tAP' CON ANCHORS AND POUROD CONCIRETE SMALL BE 1 3/4- AND 2- FOR ANAEUMI TEMPLE It AN PANELTAI P'LLRE -A� AlAmew Egia�W'NT OF 1,4'0 if us' CALX.-v A*SHD;z5 s-lia K IS 7/5, 1hro wNul $I'D EMI ll. All 14NASH MFI7RFSL Ell RE PERNOTH71 � -:0 5S SINDERVAiff Ell LNEED OSAu aL TO _� CLSOWHISHWILD ART' FLNISH Fill CHIST) TO LANNI `S_�� I I, '�, OMOM011I I �ITL,VHL'jr 0 P1 FRI A r1l c? r, - P :."'� / '� 1_4 I IN CASE PI Frrc*57 5:111II114LE, FIRELASP, CCRIKRIIEIIE� PAiRlS, ON PI'vtRIE fac I I ",iE CXD1N4G wilu OR . Il f for ' ff!OCA, UR',FTERS EKI III '1I1F* ENOUGH TO PR4�rkq THE MAN 'FIRIJETWIRE Sil"IllflD n1,VN PANELS ANCiTtYRYINE SANLY At,`-"- ", ,,%I� cam, N S R ilia % ,Y ,,FFN,SNFrD A,i�jj APRII IN A2) ... , S - ITT jr .1, , * it z 1. No. 44167 ED! 1!JDxN1bE�1SStc&CIL,&%.j,_.REL. z . . ME by I *- N ; * * - .' - , ,AKON ANCHORS A" kANuFACT,jRf.D By t�w CLIENTS UPS 1 ______ rLORMA BUILD040 CODE JWL.g.t. VVINNcIfy Nut clal Zanl "O". Z — -._­S_____ __ � '" I � . - j7A �' IF X ?/E� A, "­FN ANCHORS. 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Ol MAD wwmuhi IRANEL LENCI "I'll'I'll��,,�,�,�,,��,,�--,..�,� .. . - ­, ........... � ........ � ... . . .. . . . . . . ...... .... . -1 1110 Fn OR tiV%Ss 6�­41_ .1­_­­__.i_, ­­­_'� .... ____ > 40 PSF TQ AS PEP V _v - - _____ i > 50 PSF TO 80 PSF 5,-10* 1 - I jn� VAU 1 M A MAX PAINEL t-N-C-EAls APE ON ' ' 0 CANR INISTAILLAIONS IN/ souo sr Alucipi a. */ " SPACER AT 12 1 /2' Q.C� 1� V,'-..__­,,�, . � A �, .., - "� V� . o, io �$k �,� F I FLUNDA RUI��_.C,ING CO . r. ,,,,. ne Zonia ____ Vi irl KiAr 'ca I " ,l�E�,l�..t—.�����������������.���..".�1.111,���,�"Z�� . ... . ....... ­'.__­ LIE I ,Rt=.±1 ­__ '­, _.'r,, L '" , 't .__,A�l � �� �!! !,_ __ . ­­­ -- _ 1. , A, ' - , �, * ff ­-_--_ , I -,- `q� � m 24 r'ALSE GAVAII STEEL SIOW Owl . %_ 1-41617 �, � 1 * � I ' ..�'�, ­ ­ '- - - L' �f GLOBAL PROTECTION PRODUCTS, LIAI """"" _;�,_­ - , ZWn . __ � . � � CI,tt UK __ - . I I L I E C 0 i , . r ` r - 51 �il 2 �,-,:,_-_ Inqjo,ti i _� --� T I z a C_._-VO_ 'will . - - � � — - ___" ". -I �ll., owc � �U�. z 20-175 11, u`7C .�, 'A � - iiiii.- ­�'J?I Asil to flis.—ANI , "I " iii;=-zi;M -,, , __ I., - . 11112. vl--- _&o , el ---.!-. ro'� E n,_ 2 � - i __ "Itl = . - - �� INNINW, 1, � M �� .AAw .F AL ­L i A i 11 . I E ipw . w III � . ­7­ � ­­­­.- ... ­­­­ ... , � ''., � , ­­ � ­­­­­ .... ��--�-..'�-.�-IL.11-���L-.--�6-.-��----.--,-�.. .­­_.__._...._..__­­ ­_1_____.____ ­­_ __ __ - - i , I ANCHORS V�IX IlLCUORIS ,A JL�13LI'VIRS";, tilli IIIHIFII.P� I,, ��4 ­1 A'10 - - I - � I 1 I ii, i4m R­IA/11. R-2A/13, III 1. r­,R/1�, 14-28/13, R-30/14, 41' V- I i. I C2, I' - _& r, P-nnnis, R-qpw/4, ill-,SDOCLIS. I 1� I - Ill 00% R-lillull A-2A)l R-SAWl io Mil I MAXIMPILAlli 2ESIGN FRESSURE 11K LI-sil - AND-.CQRRESPDNDING-AtAXI-MUM-AHCHOR 5PACINO . D.M.. � —..---- 0 - �_____ __+ _.— -1. I i � I - . . � ____ -, --- --- - - -- - I . - I --- I . I i I i- � I SCHEDULE f9fi-SENGLIML STORM MHEL I INSIALLAM-9-I INTO - D S-TRUI f 4) .1 cl) i 0 0 i - 0 1 0 0 0 : . I (VAUD ONLY FOR PAWL nIOMALLATIONS PZ- PER ALTERNAT111i"ll 1-0 -pliffil 4W, ON SHEETS � & 7) � i - I i - ------- __ � I I I i . I ..� .­­�__ ­ 1!� ­ . - I- .7 ­­__ - ____ ­7 __ ­ ­ ------ =­­ 1 ,­­­­ � r� � _7 I - l -- -- �� --IT _7 . � I � , I I , i; I f � � � ---"-- . .�,��wo­il� I �1F______ -I ___ ­ ,___,_,­ " ­____­1, - .... ... . : _­ � _­__ ­__ ­. ­._ USC, . I .. .i­­..N­,­1 �� ]AI AS,D IREJUMUM ARCHORS SAkI " i - AS SHOMN ON SHECTS 6 A, 7 ARRINRACrIkE =7 IIANC ASA), MAMMUM ANC4iiDA5 SPACINIC FOR E'D. - AS SKYRN Del N11111IRL I it 0 _NAI i I ; I i i I 1 ! � I I I � 1 I i � , " 7� I: � I f i , I I : : ; r I � � ----�.����.,��,�,�,�'ll""I�,,�,,��.."-"'I ­­ - I I I i . . I I � ; !I I 1! I I . i � � I , I - __. - __ - ___ I - IX� I 1 1 , I ; I I t a.131414 PARRAL t'i � ; I ! A , I ! I I I AL"Nurl LCIW�T4� "I WIN PAII 6 1 A � INK&SORE PANI E . PRMLW I _____1:71.C_WTE , il ANY trhw4 I i� 1 1 1 1 f � I i � I � I ! I i i I I � I I Ri TAINDON LA4 SCRI WWI) WAMW *L RA,Nrl YAPICOft LAC SCREW v . I ! i i I I PAII'la"AT &&r., P.E.I. N li wom allrslirrx �p� 9 I I - � i i , i I � ; i I i — ____ �C, : � I 0 PtUALE ID PILLIS 09 1-01A Ov) I (%l I FEMI to - I POE TKI (i I . . i , I - - I i � I - - - -_ I . IjA'0-20.1� S - Fil WIC 1- I 1- � - Ty -.Y la' I 5r, is" IV OM 11� 1 L3, 13, 1 13. i ­- ,,­ �,,p -- - ,� I ! All : i ____ - __ __ � - _--l-��:L,­ '-*TT�­­ 1 I /" ­ PAT"i JENI I ___ i . . � 5 I 1�' . , - ; OVER Y-nI - � 11- ! PANIC. LENI i r 1w 13' � " `3� l3' "'­ __ , (wn(m,� (1) I � I . � - ­ __T_­­ -.,-...--,-- ___r__.,,!,_�� _____-6j_ ­ .� �, - � ­____!__ � - — IA "2 PAI 1 6 � . . . ... 1�i/_r_ - 6 1/2' 0 1/2- 6 N/2- 4 VS* ;NW Owl /2* ' i/V 0 117' 0 In= As 5ij­ "" A'-,-, 41-11- � . " I 9 KiNULAR L�rORAR RA-�_ W- O' 0 �AAIU. �U p.-T - - � - i - 6 I I - � 11 i : � 9 Dil OWALAP W� nu- 1___­N FNNRJ�l . I ­ i - - I ­q�,.jF­­­­0.[ �61f�111111­ljl­­­ ---- � ­­ ­±_61- _.. ___ __ - . i : I - ­­­­ ... . � "' � .... . � . ...... , 6 , � �. ti I— ''r I � 6 1 6 T�� = ?w mir� N� � e,_ I ­ 1_XIii__­ - . I - _­__­­",_F vi , . _­ 11 - - , V-4, I . 6 , , . R Y" � � . I I -,- , , Fv � I - , -- - - - 4 - " I � -­1 I I " I - -- - 7 - " ' � 6- " �­ ­ - - -_11 1�11 � � . 1 4 I—- 1. - 6 ­... . .- _­_­_6­­­ ­ if� !!I 2EIr". ' l. ` 111 ­ L , - ii� , OR i , C� _� �y 'a SPIN I 'I`� 6' a �506D' �SA a R�. I � 1. , All , � , AR ItAuPI , j I 11� ,�, ?jil'NL� - , - TA 60p; UM L_ ufl� ,6 _ _5 ; Fill ; I ..,.. .. I ­AR;74� Nol 4 6 5' , _ -, fj� Is A ,, - - - ­ --- ;rrr- "I -, - i � � I , M - �� ­­. ­­ - I ­1 � . I- I � - .1 __ _. . � � � , ! I itiVILI, CIIIIEll PANLI fu� 1. - I ­­ 1. L � . REE-Aull �;R I "'E, V A , I 1* oW'q6*) � � � - I 9 K - _9' v I WA j .. . _­ - _ ___ _6 � _.. . . 6 ,a' - I �1­ � - - I I ___ - - ___ ­­ ....... .. ____.1 I - [7- � . � - - __ _L. I . E � - ii - � , , - , - _­ - - i �� 1 LIR- - - - 4110 (TOP) I , � i - E " I ly 13i 2 13* " pan IS, - IS" t A `4 ­�� I - :-� 2' IA-VU-1. �­­ i­ - __ _... . . - - - - ­­. ___ _____1__1­­ I 1�, USE -ai INNI PANUL i Ill fularill � -ill -0 13, 1 w I r I 3' 7 � I � I I 4 . 1 � : - . ". I - Is- A __ ­-7 __ _j --, ir - - � 3 - As, (sarill .. __ -1 __O�_ =A01- I - , - - , � i - Al ALL Wj�AITAI I i +45, -45 i Ir , � I . I - - M E - , I � OR - . a '13. - Ism I ,.- I � t;' s =. M A/3 LESS -.31 is, ---! ir I'- . W it ,rrLv I i E ____ I �n _n t3- - I!- 9 13--_ ____ - - - ) . I __ . JC Ek OAA1;Cn . 2 ___ E - ___ . : I _", - _ , _ i . '. 3� III, I Il- 1 III- 6 , ji,� - Nu 1901TOM) . ! �1- 1Y 13" 13- l ii oogwl �: __��i r � .... .. _ - - - --- , __ - I i . I 1 ., - - _- -_ - L I ------ 6 ... ­ - ­ _-_- - I - , � 4 - - . - ; 6 7/2- 6 I/,:!- 6 1/2' Ili 1/2- , 11'. Is 112- i 6 ,/I' 6 ,/u- 7* (TOP) . i__ . - I - ____ � __ - 6 - � I - ; . _ _­ _ __,__ _ --6-- _-_ ­ ­ - 6---- - ­ - ___ , __ - I ��L I 1 u Ifn* 4 " If �, - SO I I I � T � 1`5��A; 1 . 2 I i I . : 6 I /it- iP�ik_.J __A -41 . - ----- , m, �, , � - .. A' Il'Au"i . I "T;O I - _. ...... -, 6 I/.I' _41 zw I T14w) . I I � I 11- - - _ - - - , _2ill Tl 6 ­- I , ­­­r .... � ... ­'. , _­/ ... ;­Lr - --- . ___ TIT l I . -- . ­ _ - I I F - I I . i I 'L s 1/1, � :::�� 1�i . I I 11 � ''I ­ 7 . I I I 4 ' ' �6 - sir MAI Il- v : I 6 1 ­� - r - I I ,A I ­1 . ­ ,,, 6 1 "" , A' I � 11 - f � I [ L � � IN 11 a" , � tl� Li , e i 4 II)2� _ ,� r- .. - � ; I . I I __ ,�..j�'F".­ . 6 _­_ --..-... I., I' ­ ­ I ­__� I I_ __ , .- I I . . - I Rr USA) "! , '', 1'r, --- �. __..� ­__­ ... I � 6 1 , I I—- ­. - � � I ­ ­112. I . .­... 1W `I`07,'�*�.� , , � . _ I i_ � _...I - � - .. . _ . __ ___ - III"' ____1 I �:��­ - ­ �� : ; � . , � � i � .. ._�_ i I., � � � - I - - - - , � - 4v 3' ll� !4 III." _ry pw;ll = I a. : I - - --- - 1 - I I 1 6 ���_ -- ­­ - . , ­ ­ __ ... _ I � . I . I i A[ � 14A IL'OnOwl - r _ - . ­ ­ - _ ­ 6 , � ". L -a �A, 'A'll ll,� - ' � -- - - - �­­ ''-- -------- ----6 ­ --- F� , I . - -­ To '- R ' /Z � I ­­11-1-- I ­­ /2 I.. . �_ _. l, K . - 1. I— T -- - .- - � 11 Fliii� I t Y _I� ... � LL T I I I : -- ". ­ . -- � IS' 8 i 12' �, ,1 !3. L I __1_1r____ __ I V � __ VW I . 1. _1 � � - I � � I�j �­i�- � - i - 'Wil ­---�,,-, E�4�1, , -- E - - � � L6­ 2Au 6 - I . __ - - __ - . __1 - - - � - . - � . f _SFE7TABLE 11, FOR Ill ­­ M DESIGN LOADS & All PANIEL LENGTHS WHEN SPACER f�� 15 1 � 1 ! - i - i is I - PANEL QCT�ZNJ CORNER' AS AF � SEE TABLE 11 FOR Ill KS,D. DESR_ LOADS & Mi ]DANIEL Li WFIEN SPACER 114 . ,e �_ z 2 171 -­- - = poL-! E � 3 1 LMM ,-OWSPRONORNIC ONLI TO All 2W ON SIAEET 6 . - � �� 3 t - ONLY TO ALTERNATE 2W ON SIRM IS - _­_____.._ - I - La— --,---- --------- Ul . CORRE!SPONI I ­­ i D.Ill ,. . ___­_ - ___ - - - I � OVER, -AP - __ - . __ T - __ i I �� i I * I ._� 4 _- _.- EE��� ___ - = ---. . _�� - .1 __­___1 � m F � ,,r (4 - -,-----,;,,,, -,,,- ,T�--- -1 -==- - -_ a R I eING NUT IV LIC, P 1 HE - N,7, IRNIe YALDR FOIN: RANII I . - - I IN- N`C A6 Im y fil ., F,4� � � ,I, A I �..OP' InNI PANEL Xi. ;� 6 -AC114 0 1 A_2.4p�% ll..SA/14, 14i 'M 1wily b A � � I" AN 1_00R-IA/13, u�',V/Q� R­28/l1 R-iiii _ . Fr'lncrE �!P' rC ' �� IfA r i - L ­­­ ­1111­1 ; WAVIUM PANEL � � A­IAWIVS� F�2,ARN/15, R-SAIII R�Iffw/$5, N-2uw/ls, p'-Sam""IT&W I A,S,O, DES= LOW KiJilim - . IN"Ril 4�11 SIRCNIA"S A 1LTD,NAfT­,Yl5 1�0 I I'l, '!'I til rl��6II - � . 1/fA, Ail Gifp I . F - - l 40 PSF OR LL%S __ si�qii . A LIU_ SAFETY MIRM PLNEL'I � ELEVATION (t) i - SCALE ,/d,-I- - � > 40 PRSF TO 50 PSF V-2" . � ­ 7 Ail� � � 1 , : PE-Ce- I ­ �j __ , . _. . __ � �__"kx __­ ASA,Ai ­'-!�,_, vAl _. � - t, i " E� . ST, -6 CSi AR I T, -10 PSF TO 50 Pl S-- I O" 11 -- STORM t,Aj,- , - . [!�_-,., 3 I - . 1,="�, - ' - ­­�. -_­ . - �. 1 - � - ­­ EA%C___, ___ "A6 � """ I i I , �� ��. - 6 � - 1. � - - , "i � ------ 7 , � Li�_� - � � ��. C;��,,,,� I _. - . - ---- - � �A L � � __ - � ;.� - _ E 11 , L , cf � 6!W _� I ', �C� - _g, �N� . � - I . - I E 1% MAX. PANEL LENGTHS ARE Fill VAUD FOR JN$7A"TIONS �, v il� , 'L L .- ­:1 ft_­ ----- - �­ I - I , I � ,,,, / � 4* ,�� �A",� _ _ iiA A'S , 6 " � � � � � _ Al ", , �,�:Yirrj."'* �ff, , I ", , "I, f W/ PANEL MATE FEMALE NO OR PANEL ARATE PLUS .AN w ,/ , , 1, .1 - "I, ," ii�_, ", L�c 4, , ,� . 11� - I , aNag , I : --------- �.­ - I—- ­ . . _­­ "-� , I ANICANOPS &I W/ (9 s?,owo'Ah I 0 0. i : '' '' --- - 1.1,1_/1 __ - . �­ 71" - ii- �,Rt,iloljjjjl.� , ,­ �IA,f i : � ­V� � I 1­111- .-.-,-. - - ­­-­ ­­­ � � - --- 4­ - - ri� 4 il N ,,, I , H ��� ;�g � , , A 7 j; i a or � .1, 441A -, M L , - I i _151 - . 7 - : � ,,, 2 i - � - LC�_ � - I - z . �, - - . z _' - ., �Ii� , - �, . A - I Uill-ity "Urr"Cone Zone LIFE SAIM PANE� -A' .�Z­ _. �' * z- - '.'. , I . I LJORICA WILD411NIO ,,OD:: �*"Hi h� I _� � 4 ­ FLORIDA ISIALOINC CODE - (Non Hi h iial MR cane Zone) I - , ... , - , - - .. - I . 1� . - - ---I . . "I . 02040 Ik'&- W 'Ji. 4,91w, - � .,--A �ol - r __ . 24 GAGE GALWARI4=1 STEEL STORM PO4E-L i i __ , - - � 21 G.'A GALVANIZED STEEL STORM PANEL j PNNI E, a I z - C � �w EXTEMOR Itr .- - � E - ,� , * _z I - I - "';_­_ " I - - __ 2 . . = 10 * . - q ,_ ­_­ . — - i,A__ Z - � 1 01/v/2*20 I I � - . ,,:�� - w(p.nm . It %k , - ' LLCj . 'n 9 - I __ I - . - , � IG ORAL PROTEC ON PRODUCTS, i %, -a . IXTEGF - _ �_ _­ � I 11LIECOlim, \ GLOBAL PROTECTION PRODUCTS, IALCA 0011 I I,- __ , 11LIEC0,111c I t.m , - i , i, - � � � __ 4w, sw 5 I IFFLET --,-.- I aE0jQN._A_--A6 _., - A t*Ok%M __ - i � cw t; tRrrl -----I A 7 i _____ I. r, rl� 511,04 I .D., I � S I ._,,,C� a�� "u"i � :_ 'M*, sAR, CAARAA�Cui "10- � 75 �il -0 � _F__ )K� 1A,w, 1 RX � ilil� MR �Nl � I SCA;�Y I � A'-.- 11 " , - NINA T��" AA)ff- CPAR, DR. � z I A �Nul ' L I I, 01�. - I 0111 il i I ,!� ',t e , , t .� 4: 11E;:��E­= - - A 11:11 I .� �- I'�'­ - - , ''Ril, _ . 1: 1. "A, I N� I RI ... il� IIXE i , i l -,,,,,,, I��7 , y � A'All "I'll"Aw :fl-60mij -, ; - 'N. . = � EK:;_ �Rfrf!!L 12�,, RLAL Isp Ili 11111101 IIIIIII "I't I All: "K.12: ._!_4___4_;j RRAM I M , _1� I A ! NIM , - ME'141l '1L : t - , I AN 44ttN, , f ,wrl il �* Ij ,-.,�l.-I�-,----����,�.�,�,��'ll""�,��-i � __ - .---.. - C=LA� PC __ L ___ - .____.._._____ - ---- - ----- ---- ­4 -- - ­ --­-..­­-­6--... -.1. ­­ - f A I I - __ I . INUALLATION DETAILS - FOR L[EE.. §AFM PANEL � (_1�1 INTO POUREQ CONCRET-L-9 C NCREIE BLOCK SjRUjqT_UM �I ON VISCRIC Poll � � " 'C" I -`� � I A`R A I 0, a., �f, CONCRETE' 00 00"INCIr KOCE: , RECURRED, , f/.,* 1AKON - - - _=r", All 4 V 0 C " " � I I ONNORIET' RUAI - , ( iv - � 1) �:-, . ____ I �� �,?J __ - _� 1 � I,/,- i , I - ,= � ==A� � � 'CA- L 14 W'­:,� , , __ __ � � I - �7__ I , t. 7�7 , � -1 I- .. I ::�, I I I I ��: : � , �-��, �:� ::,5 �_ I .1 1 � � 4, I �i f �� - - - - III) ,I- � T _r ,. ur.xl, iia DR. &AP, - - ,t � �_ � IA? M.--uxt-lin I 0 ! i I ' 'L' Vai. .2 � . -1 T T -Alfi'l, LF7.1071I Mir ELEVATION I 04N &KIM t2) 7 ====A_', - , , RNA, ���= cesilwo Poull 1-a" �';' �, ; ; ��11 DONCR M 0 R i�,, � �-, 5, c 0ONCRIM PLOCI, , � , , r,"R 1-�i��f- , " � ;, gFrIVAIED IT - I '!� , , . .. I �e - I , 11 I ,�:�] :::, , . - � ..., I I I �lr , 'I I - I , � , i�-�� ,� 1/4'0 PAIRIELACE ALSO - MIll 0 12 1/2- C,C� P-MMINS 2 sur frearris is A, it. sup ,AcAula; ril * 9"A"No CR OGIALIAI"wr, . . RARE M.tA.. I Ramm ANCHS' SlAkDANNOR AND 40RAWIRP (DOE DSTWIL I An : wit'"Iflu, CIA INS SCHLSAL, MR C 0 UM TAIRAN � IMAI AM INSNEURRUE RODARI A,Icll ill ACNRW Nnr Tt 1 IIA.&TIPLIM PANCHO 2kooN ou IlicKiii Aft PDUJARM FACTIM FER 7IRS MAI 11D K POSSD-T-' IWORKI WRADINAR MAW�) tAll" FACTOR S,AU. W Of I oSK TNARl NWQNUA VOCACR hile"i I EACH AIALWA rNNI aN Tm smiml I - . vv. I/AA. ANOW "M . upow AANsAwE . I Well Auctal er"oul RI) � ` ., - i�­_�111I_ 1 3 1 PURI a- al I , - ;_ - 3 ,/2 -_ am I'll I I I 11 9w - . . . . . . . ­ -_ I . . 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IRI cc-- i 44,14RI'Et"i ;f !U* `A lPf,l ORM FL 43114 rxi 51AU. Not K LESS ORK 71--lit""ANO , -it. - hl APL if 1. __ - L_ - , , A. "A , RNI vil NA& r0s, 0A`ANMR_8l ICRA. , 20-176 RNA,il V.C.4 RNIONCAl M I:Acii 0WRI - - � X, I OAM,l TWIPt (IN lifn IrL __ - " L ' ' L­ ' - - 'L '­" ' ­­­ ­­ - -_ " ", - ­E=- - - Sw" INARARAIC - . 9 :i� �::�t2F�� :9�42_ L4 I - I-L L"I - - � � - - PC IfifilwURNWRIARE,--cuffir' Rl x _j- ! IM _, _ "��l �_ I ...I.- I ­ � I—- - _L­ . ­_�!_ �__. -1 , - " ­ = 'I `P _______..._.__ _­_­_.._­_­_._____..­ � -.1 � 1­ ­­­ ­­11.- ­­__­§M 11 2- ...­_ - 12.1_1=1��, :� --- -A- L_ I I-----^ .... *,-,"-----",--------,"-"--"--,-"-,---,— - INSIALLATIQN DETAIL5 ­.­_.._.._ ­­__._____­.. fQ8 UEE--SAEM P NELJ) � INTO _WD __D - RES ._Q_ �MCTU I I I 1_., � - � �T. I 1.11 .111, �� ­ I- f if I 1 , I I - �11 I �11 ­­­1 I I . : — -�, l I : I I I �, n­ � � � � - ,� I I I! . 1;11�0,0 WFAD ,I ,- " ii -.11LACen RIAII ! �! � I � f . 1, I j ANTIP !! 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L j 11, I , ... � I . r �,� , : ____._.____I_ I' htr� ur I' U-I, ��1(11�, , �� , �,,I A&CIII.WrE WITt � , tr sI - � I - �, UVI'. _ E A,11111 �` I 11� 1Y 1-1 = - ____ L�iFf SiCVON EZI At ALTERNATIVE EZIIW C't F41iZI Me . ­ - - - -1 - Ezi/18, 10. li � . TYPICAL ELEVATION -FQR M -SIR 2009 E-Z HANG STORM PAN (: LEL j l S_YSTEM (t) , `;CMA� e/�2"� I ' , I , ., : � �. : "'IWAY'lail, CIIIIIIOP 1,4' YIII� W., I 11 � , j � ,:, �Ll NAAAJE �Yajl - I I -_ , Ii , - I , - - ., - Mh- � ��7= Zaal � / ��\ N, I 7 7 7"i � I i ,/41 - �; ALL, - 'T, SECTION A-6 �'V'i ... ­�L, ...... irst:AI :!.­---­, ,�,, 0. N 1 It T Y ,,,,,, A",�, ":­-­� Y: . AN , ,,: l � - - , -_: 'I - �41�ls e� - � E . _� I "' ' " �� _ __ _ ­�QI,e Q�V, eot,�� � _&� ::l � I -1 v FLEIATIA BUIU41,[G, C10*E. rftkr�.,jt�lgh �:L�,,�� - e� — I'��-11-��,�,�'ll,��,�,�ll,�,�����,,�,�'ll-l"�,�-11�,�ll,���ll-�,,�������-l'-�l, - �,— - ­__. I.I.-, - � - .1.1 � I " � 1, c I 6 7' .- " � El �� I'AWA "TIVY, NN 24 GA11114! i,fll,jrjAjWljll�lji I'll L Z __ I *1T._ 1!.1_!1_..1__ �l � . r4,4 ____.______ I .� I ar - � a "� ____ �, .1 .11 I ­­­_­­_­!.1_ A - — : r ,. � lr,�!�-��__ � -",--- _____­ , C = Are - _ �Il ,,� — - � I � lARMUCTS, 1 SY4T, � EC0,AI \ GLOBAL PROTEI - S,y 4T � 0 2�v ". � ' ' - 5 I L . I - ., , c QFL , ..." -, ter� 't ­1% I �_ P _1EVITT! "=� - I i �',- "! -!RII��W ,!4,1-10 ?MW - I- 1� , , — - _C� � _` . -1-175 E 1� 0 - - -A - I I -1- - 1-4 r­_­ �7, :­8�__dw 1 __ . -_ _. --- lz� _Z,I�Lzn_ -- . — 4, I -11 -I- - )jr" - - - I I -U,X*71. 1 � 11", � - _rr I lq'.i�t Z77�� 17, —I I " � -�A,' ,L- � i____._____...____ ___­­.__..____ -------.L---162L���.""�.�-Li"V— - _L_._____.L - - - = . :� � "t lE � .... ,J l .3 ll,,,r4l E' E l '�i ii ,Ij l,:31, ENGiNEERINO EXPRC;13S NO F3poaur,T EVALLIATIor4 REPORT Swornbor 15,2020 ApatcArfireer Nutrater ,aj§la - R2 EX Fee hocrk 11,lurntAl 20,31543 Product ManonmAtursa, An Arruircan Shutters and Glass Montufacturej Address 1540 Donna Road WNEst PaWn Beach- FL 33409 ProduclNorre&OwSlarIption, 24ga Galrenized Steel Storm Parteral Large lArrosite IRWIta Reserrant scopil Evaluatibrilir, This Ptoduct Evabliorker, Roprad is bI issued In accordance With Ih* retialvern-ants 0 thit Florida Dapariffient M 8w.w� and Professional Regulation (Florida Building; Caffirreistort) Ruse Chaplet 61G2DL3 005, F.AI forstadeMde acceptance per Method lid) The product noted aDeve has Does tested arAW evaltiored As surrintarizod borear to show torrephance wl the RERSdat Buttling Code Seventh Edition 12020) and is, for the purpose Wftridc,d, at Was equivalent to that required by flere Coca Re-eirevaluaillon afthis product ithall be required frAltatentior pernertiret FWWo BuildINT2 Code troafificatlow ve (69nio'C'NaL Substarietiating Date: . Pfl_C=91 LyhL.UAJJQN DOWMEhal EX drawKQ QD�31643 noted '24ga Galvanized Stool Suorm Panels (HVI-a & Non-rtl shoots, 1-5. peel by Engineering Express, signed & sealed hit Frank SentraIdo, P-E, Is an irnegra part of this Evaluation Report. . TENY is ills Uniform ollsel shuchirrill portiolynett'lor, llas earain loolow AT fouctiltilaras Aft TAS 202 teNt I Aotn�laaft pat last firporl #STASGI-17-Ml bY BID'ek"Are"' Teartirl Inc Large mrsde impaict resistance anti qc#c loading peftritance has been hostio d in locrordal eal TAS 201 and TAS 203 test standards ow test rerpoart(s)i OBT-A$G-17-001 W Stockwell Tinning Inc, . STRUCTqM �j ENGINIgElItIll CALCUL_ATIONS Structural oriparearring enbullarorito have been prepared which BEFidende the product bases on etHriparaliviet NAVIPor tallonal arent"a; to ellaillty the forforeong derign enterier: l irdatiltilorn Atlowellelit, Spent] 2 Ilfininnium Allow&I Saint 3 WrIjEnum Glass Separation 4 Anchor Spacing ­ ...-... 1,60 SW 12'" AVENUE SUITE 106, DEERFIELO 61l FLORMA 33442 �954) 354-0660 i (866) M-9909 T�,A,MOE[IOIVAE?,ft�Nt,�XPftES$�40H , ENrINaE9kINGtVP1EtS.COM a�:_ , r� , - � "'j E�::: �,::� I!:: �,J! tI,jl -_ - I 1 ��2 ,I t l"All ,,A '-' All A rodican Shul nErE an d i3hiss --- :4,!4a Go I% FAa zed SF*1 I-L"It'reh Pan ell S No 33% increase in allorsabbe stress has been mod in The design or fts product, Saparabon hrVQ gJazIrinim not required for iristaftaBorls outside at warr; Z" 4 Irad ravirent,al facill Impact Resisunce, 1, Ertl I IT lEmiat Gwalwom has heart tramiongfeaturd as evidericiatil Nit ANY,fentrAN Period lemll i alrentre(te � , anq -�, aAeArsitinled fia tr, elta onginaering drall of that, product Wind Load Rewstance Thl product has been designed to Teset wEnd lonas as indicated ip The zpart schadule(s) an tire respective PrEdauNt Evaluation Cocurrit (1,e, eirs,knesona drawing) Installation Trav,jeNoellarl shatt as NYETIBW In stricl compliance ENO its tospeArfliver FITOCuct EvaltallikAit Darigneent I, 0 YNAtiratiaming CDAAAYNA), Along VAIN an comporments, notas; thatei". PI'Nalater Con""7jU3h3ll ne III the "Arrarnalespirmt-od its that Produce 9 respective POeducr EvelluoI Motaitiont l coggp-evil draranro Limitations & candtoons of U-se � Use Ed this prodr-i NEW be in shl accurderice wilhe few respective Produce Evaeusborl Docurnerm IT e englassfing dravantip as noted herpin All supporting ham structures Shot be dartrigilled to rerawr all aulatiftEpeettarl nada and shatl be 0 a mararral killed in (his product's riespective anchor 5000LEAr iHool�Wruth��T,P,L,,onliti�,�iai,,�l�s�ii!:�l�tart�rmc,facmi,ilpLdW I Th WE IsToduI areoperclive arwill srhodure whNe, be design Ed lo� a" a aae�&DANOI Nc bastv W a .F91IN-d snortessionalf arigneeforr Alt components which are Demonstrate Insisted shall be protected agasOn Corrosion, contao�nauw,n and other such da"t at all iinnes, ThEs product has beer, designed for urte, within and oulside the High Velocity Hunrcane Zrjn 0 NEIVI RcspeaftuI - , 4c� � _ . �, -,- - . , I , ,-412��- _- 11L�---- ��, . � � � � � , �, � a , ��II "_ __ Frank Berurar& PE 1ENGINNEMPIC EWEI ,11117.004654-0m ALith 4W. 1613 Site i3­ N�,�,Z;F, S.iye 106, OfiRINIErO EI FLORIDA 3144-2 - ______ __ (rf"I,I�r 354-alat) l l816,115) 396-9-9-9 Tt,q"gtv"T,�,�l'Rf���11111�,[�i�,�E!��i,a�ss.c,)r,I Ehr�l:�iiri��,it�l�.rr,,:����gI�S COM F-FT-7, Tv-_T­� , _ I :!:;�- a�_ r- -, ­­ ,_­�', III;, -I- - - X:., - -. �_WII - � "I". - � F_ �, , �� I ftan�r - � I/ � - __ �,_��` it'i I-- -1 � . , — 1. 1 . - ,�-,­_Nn,. - Care, - / �­_af / - �v � - I 1 ,1-114L I � , 17 / �� ___ LIM I . 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UI E _R0 im, A t�.'%"ITCRE 2RICED FN4W1rrRHJA`, i IL i F6 2, MCI xt� 111: ra LIMCV1,Aff PR At LIV11,101 1111 A TREM, H Ara� BEEN UeAb Al NIF r, - S ; z 0 ENWIN I:� !I E IN (,�H 5WESTEM4 � � 7i " Y. A rrHE,YAn4rrECT�Frr&rMEEP.rq RIE011 LD POR THE PRO1,20 I F WIT I L , - Wd ERSrRUL-rLpz I rni WHICY! THTS DISM M Eric IN-i- Re RESNE1,1"'I'11.1 10 -I I � . E I � I 4,1 I- � FOR "IE INTENNITF`!:-A�l SUPPORTINIC sJOWIll-M TH4 NEIRAN No , I i . � I I I I i I I i I 9HALL BE COODOINATIM UYIDEPEAM17TIRG CONTEDENTOR, E a 9 1, - �, 5"A`I`­ 11_1E_TF1`*5fA1L!!Q r,440"VeNWIII OIRED T" . I * s E I 0I R TO ' IS OR WANSARAMMIet) I uc�rcvti Mourar I 1, H ERE IN. C ODU57A':�T'rT7m*�-o-E-4ti�'F1'�F'C2iTEo"o'A'ToI S�ZW-7 DITIONS AS - , - - T -� , � 11 2 - , " ,(_,� ,� �2 c -, 6 ! - (CC,N N Tv PE A,� -i It- 41 i �AY Be A �� � . � - - I RIN`Dl� , � �Pb - - - - - I 7`11! S Vr`CI0YC,"7RM,`,is11EM.R 1ADDOESNOTPROVIDE I .4 gI � " I _3 L _____t WIDANATIOVAGRASNECEFM-51-FE. 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MAYINIUM PILL, SI'Aret AND FRESSUI INWICAFtED IN VIAN SCHEDULE SFAI AFRII z eINTERANOMORSCHEDULEBASIEDON PIANELFAST-AER SPACING, IHE EXISTING 5TRUCTURE MILT CRIAL, A ARICHOR TYFe 5ELZC­ DIESM4 I-ClAn ERFATER THAN OR r4tiit, To NeGLALTTVC DEI i-11AD ON SHOTTER Ake WlEaSAAN GREATER iKAN OR, II TO SH OTTINA. 5PARLSELECT CMNECTI I ON TYPE EASED !ON APPROPRLATIE BETENTYRI6 CIN,,zerriforg (qE5 mourints; DE77,rI ON SHFIE1 � R�A MEWI FICAI IN OF COANIEC) DOIT TrMF 3r " PA5TEEIETe;',&AeS STUDS LISED IN Con, ITWT 1I ANTH AtL NOUNTRI FW11A)4rFR5 f,p,-rpAM,s7,uot��.�A�.,�iti�.ZrcI USELE25,c�_ P.j�E�,PA51*tl"tlk$PACUNCTAeLe'�ALtit�$POR At)-'!H',AN�l'U'�H4�AZeR$(,tNMUO�NqBUILC�OUT��0-IMI�00$) 4 ANCHORS !�I­Alt BE INSTAII IN ACCORDANIM INS 11 MANUI`PMREV.%'R"FAEAERLA`T10W-_ 5� VIDULOW BLOCK "Y5TSTRIJI SPALLCONEXII TOASTMCW BLOCK 'r MINIMUM EMBEDMENT SELALL BE M NOTED IN ARM40R SCWDULE. - MROWN EMEMEOMENTATTID JETI DISTANCE OtCl-LI STIJCCO� -M - OWCK, &NO UYTHEY, tNALL ;1NIZVES WALLFINISOVESSHALLSEL(Pillet)TO i NIL_ My OR SHALL RE VERIFIED BY 0T'HfR5 TO a, CONCRETE ANO fvfNi NLJTFD HEREIN SHAtL ITNE FMBI:DDM TO LN,CRAPM DONORETE ONLY I � WHERE EYTIETING STRUCTURE 15 EXPDOD FRAMIW.. FNI NG CCOADITPL116 MAY V-Wf, REED YII ff THAT FASTENERS ARE ENTOA DfQaATr- W (XV FRANTIM MENDERS, NOT MY WI F.AVETITI TO FLYAe= IS ACC!EPTAEALL OMY FrR '510t CLI � r � � U RE FEEI q 4, O�'ll�,q:ANCIICR$fA5TENTOMI�9,P�C'J�hNIFA�����",P5LT�IVFK�bMIr��c,,r,Lk�reN�P�,�ii,�,tr�,�',]T.rLTJ';��lEr���l�I C SN'Trii, OF NCNil MAL � X 4� TIAL A VihaCla ATLI D W . 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(n U) a) " _11I L 0_ F Cl) M 'R CIO _*__9 CD- �_ -0 C . - C/) ill t . ! . . � , , - .1 � 4 � ; , k ; , . 5 1 AfV ,2 5,' , . , I I I . i , � , V I i , I� Ril Vi,rtijj f ciview Assist 1 V e 2020 FBC Ppro go � I , I oil i Pliance. comOleted ' ftc'�� L "ViL "' 'L by qeh , ith th and a ` r Anne Klahr PX23 7tb I (n , v " � (1) C_ Mf--j 6--i W =3 M > 0 L_ U) C1. 0_ I < I a) , 4-I C-) l� = =3 ""a I M L 0 " a- 0 a) � Ill 1111111111111111111111111111 I " : M 4- i� I fn �_ D �, Uj 11 2E < :z I . ! f z < __j n 71 SHEET NO, S H __ -.1 ,5 111111111111111 FOLD UP WEATHER THr _,TIVE, WINDOW UNIT TEMPORARILY SECURE UU K I'm E& FS RESISMVE BARRIER & 0iFA _11 RFSK FLAS H I N G R E"' 1" E tV1 N -9-;R ROUGH OPEWNG )PE WEAT HE R, U) RE80'HvE Cz 0.3 in: 12,0 in R703.1 General. Exterior, walls shall: provide the building with aweather-resistant exterior wall envelope. The exterior wall envelope shall > WOOL) FR,PiNIiE,G1QNSTi"i, A TAPE EXTERIOR il". "',­ 1 '1/ (0.6 cm - 3&5 cm) I I SELF -ADHERED FLASrflNG I- rtE;kD OF CONS-T c2L include flashing aS described in Section R703A� SHEATHING BY LAPPING ![)OWN N A0HESIMP- _10 BEAPPLED UNDER CL SEL.F-ADHERFD FLASHING OVER Rlitil A.)[ST AND Lil." I HP "SHOLD OF DOOR AND lw` 7011 -ie exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of wa WALL BY 6 N uRN UP JAMS 6", USE LIQUID R1 -1 Water resistance. T� ter E XT I--- R 10 R NAIL RRAND OR 1- UUAL WEATHER within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required :by Section R703.2 and a means of (D (D �,"Rri()F CAULKING k-A) 71"1 C E MT. FIN, draining to the exterior water that penetrates the exterior clad -ding, WEATHER SE1F-ADHFRED PLASHING BUILDING PAPER L RESISITIVE EIARRIER SEAL T 0 P$ 0 F JOISTS "e, WIRE LA-FH R703.2 Water -resistive barrier. One layer of No. 15 asphalt fVt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or, other UNDER DECKtNG 151 1 J BF 11 OOR Z"T -resistive barrier shall be applied over studs or sheathing of iell exterior walls No. 15 asphalt felt shall be applied horizontally, (SE-E DFIAIL"rNi'07) 7 , approved water 0 LL ' SELFADHERED FLASHING with the ur)per layer lapped over the lower layer not less than 2 inches, Where joints occur, felt shall be lapped not less than 6 Inches. Other 1;z Co C) Kr approve ma er a s, a a a n!s a a in accor ance wi e wa r-res HEAD FUNSHING TlE4N INSTRUXTIONIIS: ._-0 E 0 felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations a d building 11� Cut, fo4d up & ternponsuily secure weath r pliv JOIS I appendages in a manner to meet the requirements of the extreirior wall envelope as described in Section'R703-1, resistive be rher above header to allow for ,THESE DETAILS ARE GENERICAND CL flashing in, sta liation V < MEANT TO SHOW GENERAL FLASHING 2 Self-adheient flashing Rus head gashing under N R703.7.3 Water-resisfive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barner I\- I.G` sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of G�rade D paper, The 3. Fold weather resistive barrier back over head N J_ i BE USED. 2 2 V V 2 individual layers shall be installed independently such that each layer provides a separate continuous planie and any flashing (installed in flashingi and seat with tape 4) accordance with Section R703A) intended todrain to the,water-resistive barrier is directed between the layers. Scale: NTS S�ELF-ADHEIRED FLASHING SEL Fr -ADHERED FLASHING SELF -ADHERED FLASHING W 0 FLANGED WINDOW L-J WPU EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT, FINISH &I-li POTSHELF! CHIMNEY SHOULDER Exception: Where the water -resistive barrier, that is applied over wood -based sheathing has a water resistance 1ASHING!NSTALLATION AFTER WEATHER RESISTIVE BARRIER r equal to or greater than that of 60-,minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. r­ RUBBERIZED EXTILMORC-HrATMesri 7 N FE ED F D 1 VJI C 0 R N E, R,15 ADHESIVE 3/4"-l" BEAD OF CONsi­R_ THROUGH SELF -ADHERED ASPHALT ADHESIVE P'LLASH: N43 JAMS A i iEdkl) ADHESIVE To BE APPLIED UNDER FLASHING R,703.4 FlasNing. Approved metal flashing, vinyl flashling, self -adhered membranes and mechanically attached flexible flashing shall be applied 318"CEMENT 'THRESH01 ID OF !DOOR ANDU RETURN si�r` SE�F -ADHERED FLASHING---,- -fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes PLASTER U I JAM8W, U-SE LIQUID NAII BRAND t- ANr�-E 0 1A, IN D,`_nri shingle 11Y '04P ",EQUAL W EELETAMVPCIII used as flashingshall be applied accordance with the manufacturer's instructions. All flashing shall be appi ed in a manner to prevent the CMIU - MASC )"i" Bi. Uri< OP EA`THER PROOF CAULKING 12MILL-F LOKI EXTRE!.4E FFT Eq TO TECmNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components, LE FTER ON CHEMIGAL RELEASE P-AP WINDOW COMPATIBILITY ED Self -adhered membranes used as flashing shall complywitth AAMA 711 All exterior fenestration products sha:ll be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FL,A34ING the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ZELEA-'t TO ExIPOSE EXI ENDA041NO;ILli�i 4) SEALANT JOINT WINDOW BUCK TO _PK-Mil SIVE. AS SH004 Contraction, ASTMC11281, AANIA8112, Or other approved standard as appropriate for the type ofsealant. Fluid -applied membranes used as OUTSIDE EDGE OF big FIT141- MASONRY WINDOW BUCK 6oirrom oi- flashing in exterior,p;64s shall: comply with AAMA 714. The flashing shall extend to the surface of the exterior wall flnish. Approved flashings 110 v 2) SEALANT 30INT 5)SEALA&ITFROM INSIDE EDGE OF WINDOW FRAME WINDOW PUCK ACROSS WINDOW BUCK L SECTION -A (SEE DETAIL AND EXTEND TO "", N'r WINDOW FRAME ­_­Zn _1G 1 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the Surface of the exterior wall MASONRY-. SELF,&[NIERED I LASHING finish or to the water-reslsfive barrier Complying with Section 703.2 for subsequent drainage, Mechainically attached flexible flashings ATTACHED PER CODE 6) TMED SEALANT REQUIREMENTS followi:ng� BEAD BRIDGING Z CLADDING AND WINDOW FRAME -- - >�_ �11 I "� , 1A The fenestration manufacturer's installation and flashing instructiorle, or for, applications not addressed in the fenestration SELF -ADHERED FLASHNG - ni sEAt,.ANT WINDOW FRAME T NAIUNCOFLANGE �YINDOW BUCK ALL THE WAY manufacturer's instructions, in accordance with the flashing manufactui��e�"s:iinstructions. Where flashing instructions or details are (4 '1 A110UND, INCLUOH1,40 BILL, C2) not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shallbe Sealed or 2) SEAL TOPS OFJOISTS 6 sloped insudh a manner asto direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 00 P40T FLASH OVEa '>�, � .-I, BOrrOM NAILING UNDER DECKING FLANGE ('8 (SEE DETAIL WP07) 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the headand sides. 1.2 1.2. In accordance with the flashingdesign or method of a registered design professional. 1.3 1 .3. In accordance With other approved methods. SCS 06 05 CMLI INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING A SELF -ADHERED FLASHING SELF-AL)HERED FLASHING J V 1A In accordance with FMAIAAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMAIAAMAI WDMA 300 or FMA/AAMA/WDM�A 40,0. FENEST AT!,0N INSTALLATION AND INTERFACE HALF ROUND WINDOW WPU14 EXTERIOR DOOR WITH DECK WH5 INSIDE CORNER WPM R I I ZAt the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides Under stucco copings. 3. 3=U:nder and at the ends of masonry, wood or rrietal copings and sills- w- Ground SHEATHING 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. I - rsections. 6- 6 At wal I and roof 7- 7 At built-in guffers. xi 'rvalei Resistant Bwher < -Lath APPROVED $I 1EA111ING JAMB, SILL AND HEAD DETAIL SELF -ADHERED FLASHING'-\ AL APPROVED HOUSEW�AP PATCH Sheathing THESE DETAILS ARE GENER11C AND MEANT TO SHOW GENER Virtu STRUCIAL ATH TW I N TRA(19 2. 5 SUL"Co plans R OV/8w FLASHING AND VATERPROOFING METHODS TO BE USED. at Re aw As X4"CEMENT PLASTER .4 < for co st, Inc 7_1 MAI �0 7lete S, 'I? MIL nnin� MYLOK EXIREME nce with aft a 4 ap Z 2 ebra 'T`AF'E AF41-10'VED FLASHING L N DOUBLE ove . Klah 'n"SEALAN'T SOCKET IPATH r JOIST r P 2300 0 1� - ___ -- 7/8" Cement Plaster 11"CK)LEtr API)ROVEDSEALANT - 77 SINGLE 7/91' Gernerit Plaster 11 W \ O0DSEAM in accordance with JOIST BELOW SrLF-ADHERED FLASHING STMC( AS 926 In accordance with -A 4-- SELF-ADHERED FLASHING A ASTMC926 A - Felt backed metal (2) lathen accordance Felt backed metal 3"MIN-/ SELF-ADHIER�ED $ELF -ADHERED with AISTIVIC1063 4 lathe in accordance With ASTMC1063 FLASHING FLASHiNG Building Paper Building Paper . ...... �-71164 O�SuFi� 7/16" O.S.B. sheathing ... ....... a 'C,S 06 02 WINDOW FIN INTERFACE WITH I athing SELF -ADHERED FLASHING SELF -ADHERED FLASHING ie FOUNDATION WEEP SCREED Metal DECK JOIST nUTSIDE CORNIER, '9 EXTRUDED SHOULDER W1F."07 WP08 W P0, ...... Flashing ON ININN Weei) Screen Apo% Installed As Pei 2x FRAMEWALL­-_..,__. Manufact- Spec& -A X V 04 tiELF D'E'"'ED FLAS"'HING 8 t RIP OF SAir LEGEND Maintain Stampede or similar Bottorn of cauk bottom U TILE FINISH N� sF:LSAID�iEv�,f!i FLASHM' (&ln') ORAJNA FPf.,c,,�'-4E-DP)WE-Al-�iERRESIST.ANT PRuu CTS DETAU5 1\�_ DRAir�AGE PLANE 10,11rb, .. . .. . ..... < Weep Screed joint only HARRIES (WRB) 1 1/2" to 2" 2R,)ND 'BREAK WEATHER REsisTA.N,r BARRIER ND BREAK stIRB `LF FURRiW3 (8,F-I LATH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 0) 11.11.111111�11� Weep Screed 112" > Above Roof ill. ASTER ACCE'..'sSORY PER THE FBC RESIDENTIAL 7TH EDITION (2020) Sheathing Installed As Per, < &i`1FATHiN(.i,'0Sb`_ P1 YWOCAD. DfNSG-LASS [E7__K,�,�= Manufact. Specs. 1'4"l PER PLAN 2� ICU >A 112." Cerrientftious rN # in each detail that corresponds to the THE ViE RTICAL. Cerrient Plaster Decorative Finish Refer to the number � arked as 0 0 C. Detail Instructions VVRA D P"NR5 OFT 1'4' PER PLAN numbered items in the list of Instructions Wow: i A N. (70 �� AS AN A i R in accordance with ASTMC926 i 11 �z ------ All and CL SLOPE d 2nd 2 1. Install self -adhered flashing in order as shown by numbers J FLAP41CIE over woo outside Corner will 81, CMU floor need to be miter 2. Install flashing and weather resistive barrier to form water shedding 4 .4 4­0 4" OR 8" Cliku cut and caulked all laps Ing paper (RER SEAT DEPTH) butt to Ints Need to 3. Self -,adhered flashing can be substituted for buildi z _�STRUCTURAL. FRAMING < . � � I � ulked using 4� Split the release paper using the ripcord (Split release on demand,, _J 7-"\ 1 �V I"", VV1__V 4- � I 0-I FILL WITH GROUT fl- 1- C --- --- STriUCTURAL sHEATHING Stampede or-sirn. I--- U.1 OF qsli,�*�tSAJR;LS% 0 LU PLASTER embedded in the adhesive, layer) - for ease of installation and to W ILI % caulk,for, all ST O�p SHRINYLAGr 1 4 minimize scoring cuts __�--STRIP OF SAF 5� Remove all release paper per standard installation instr ctions, and C­1 M U) BACKER PLANE WRB UJ os" adhere to substrate using a square piece of flashing material (6" x 6" RO D SEALAN'T Ul W I ("C' - 530ND-81 AKWRB .V,d L (T 0 MUDBED--- A Minimum) SLOPED UJ w 3; - - , _', JW 6. Fold as shown by arrows SI': U%TH Angle of corner tray vary, adjust folding of the flashing accordingly to 7. A " X f I fit tight to corner, VINYL SHOWER PAN Note - Mechanically fasten as necessary LU The building paper and metal lath must be Cement installed over the top of the weep screed, aH �PLASTER STOP Plaster < TJNLi0iJ,,3 SACKER z over" 4 C ON irr)Dk block 4 & SE4;vi IL "I-CEMENTITIOUS FINISH 1 st floor A < J_ CL SHEET NO. SHOWER SEAT SCIFFIVOANTILEVER WEEP SCREED DETAIL WP1 1 W I--* U SCALE: NOT TO SCALE F ft we% U*