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HomeMy WebLinkAbout6478 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS 1 s ABV - ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: co NO 1.0 PLAN REVISIONS CS COVER SHEET AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TRUSS CONNECTOR REVISIONLO A2 FLOOR PLAN .xv+ , ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 F AT -ALUMINUM THRESHOLD OC - ON CENTER. 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A3 ROOF FRAMING PLANLL'- AB -ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 ROOF PLAN ti a'€-_ ' �'> 00 4.0 GAS FIXTURES ADDED AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A5 EXTERIOR ELEVATIONS ' -Vj D uO 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX BFE -BASE FLOOD ELEVATION OPP -OPPOSITE BM -BEAM 1.6 GALLONS A6 SNO FLOOR ELECTRICAL PLAN STRUCTURALNOTES a c OPT -OPTIONAL BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. SN1 STRUCTURAL NOTES BLDG BRID- -BUILDING B ARD OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. S3M FOUNDATION DETAILSr:" j'• A �;��E � w BRG -BEARING PNT PTD -PAINT FINISH -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S4 FRAME WALL DETAILS; � o BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S5 ROOF FRAMING DETAILS a A f o BUC - BUILT UP COLUMN PERF -PERFORATED SS RETRO FIT DETAILS CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S11 PRECAST DETAILS �.: w CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S12 PRECAST DETAILS=w CLG -CEILING PKT -POCKET PA1.0 PRODUCT APPROVAL z CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO PA1.1 PRODUCT APPROVAL z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS PA1.2 PRODUCT APPROVAL CL - CENTERLINE PSI - POUNDS PER SQUARE PA1.3 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.4 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA1.5 PRODUCT APPROVAL CMU CONST - CONCRETE MASONRY UNIT - CONSTRUCT OR CONSTRUCTION REF RECP - REFRIGERATOR -RECEPTACLE Q PORCHES AND BALCONIES SH 1.0 HURRICANE SHUTTERS v) 0 L F CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 SH 1.1 HURRICANE SHUTTERS 6. ? 100 o u CTR -CENTER REQD - REQUIRED SH 1.2 HURRICANE SHUTTERS 0 M ai CJ - CONTROL JOINT R/A RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS 4- •� � DP -DEEP OR DEPTH RO -ROUGH OPENING SH 1.4 HURRICANE SHUTTERS to V M �- :3 m DTL - DETAIL RS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.5 HURRICANE SHUTTERS Q) E .o t o 00 DIA - DIAMETER SC - SOLID CORE WP1.0 WATERPROOFING DETAILS 0 LL o o Q J- DIM -DIMENSION SCP -SCUPPER Q STAIRS - CHAP. 3 WP2.0 WATERPROOFING DETAILS •� i U T DISCON - DISCONNECT SCRN -SCREEN WP2.1 WATERPROOFING DETAILS Lu DW DR - DISHWASHER SIM - SIMILAR Q CHIMNEY & FIREPLACE i ME � o CO -DOOR SHLVS -SHELVES °17 DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET of EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. d EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE J\ EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN EW - FIN - EACH WAY THK TB - THICK OR THICKNESS - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA �115 FG - FIXED GLASS TOC - TOP OF CONCRETE FD - FLOOR DRAIN TOM - TOP OF MASONRY AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FE -FIRE EXTINGUISHER TOP -TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS dui c� wow FR DR -FRENCH DOOR VAC -VACUUM W W w p Q ¢ ¢ Y Z o z GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR U W U ¢ = x J < o ;: o o o 0 _j o GA GB -GAUGE -GRAB BAR VERT VIF - VERTICAL -VERIFY IN FIELD TO BE TEMPERED GLASS. (SECTION R308) Q Q f- a 0 ¢ z ,� �" _ z 0 m o z ¢ ¢ l= Cv���o c'�oomzz 0 GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: C O U)Wn j�nzLJ�u���¢=0 J ¢ ¢ 0 w Y c z w z o w 0 o a Z LU 2 0 GLS -GLASS V -VOLT ¢ p w � w o ¢ � a z GWB -GYPSUM WALL BOARD WC -WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o w ¢ 0 � ¢ w GYPBRD - GYPSUM BOARD WH - WATER HEATER HD -HEAD WL -WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC -HANDICAP WDW -WINDOW FURRING\ O N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD z W INT LVL - INTERIOR WD -WOOD A.4. WINDOW OPENINGS: LT - LAMINATED VENEER LUMBER -LAUNDRY TUB AAA. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING O MAX - MAXIMUM A.5. DOOR OPENINGS: O p MATL MFR -MATERIAL -MANUFACTURER A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q F- tM 0 MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED 0- --1 L FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR V- MC - METAL CABINET FRAME W MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER 0� 0- co OF DOOR ry a � A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Q >- Q SYMBOL LEGEND. SURFACE TO FINISH SURFACE z U A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND W W 7A = STAIR CALL OUT HEIGHT OF SHEET NUMBER STEP DOWN NT ELEV NUMBER tt�` PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES J p0 O C FOOTING CALL OUT - SEE FOOTING STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL = OUT - SEE LENTEL A9 SHEET NUMBER EXTERIOR 1 ARROW SHOWS DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER A11 SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 1 <--ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CAL! OUT - SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE �----ARROW SHOWS LOCATION OF CUT DRAWINGS. - 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER N N JUL 0 5 2023 N N N, N," r IN- C) r N � N � i O O z ' O N O O CD O O Lo W �i c� ui I LO in Virtual Review A*W* COPlans Review complete W z z LE N N ARM for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr P 2 ' � O - z w W o zz z woo Lo-0ow- Q W z r awa. 0: I— Q =W LENNAR TAMPA DIVISION _ .. � wow 4600 W CYPRESS ST, SUITE 200 �-' °° NOTICE TO BUILDER &ALL SUBCONTRACTORS . . LIJ TAMPA FL 33607 CO O zwo IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE N U a-z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING . . =< LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT z HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL < SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O 0 INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE - COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z ¢ z C S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THELIJ INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > zt T_ W _j o N N LAST PLOT DATE1450 ' CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE May 8, 2023 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND - � APPROVAL BY THE DESIGN PROFESSIONAL. z 0 ® j COVER SHEET ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) A 0 in O d 0 M 0 M ti N 0 v N1= (-) 3-1 /2" 30'-0" 4'-0" L 2'-5" L 3'-10" I. 3'-9" L 4'-4" r 7 ---- 7— 64" 'r-7-1 2'-4" 1- 1 4'-0" B I I M 2 B S3 i I I II I I I II I I II I I 1; 0 J aw - as > rQ No gl ;; I N0. Nzl 0 II I� --- w — — ________ __ — —T O-- 0 ------ 1 fn a I N U 1 I I I I r Y I I z Of 11 ii I iiNFn w II II J II I I � - ------ - �� I w J I I I I I I I 13 I n I I ili ii I I I I I I I I C310 u II ' I II II I II II ( II II I II II I -- ------ ---------- 2'-2 3/8"-__-------------------- ---- PLUMB. — _ �1— 6'-31/4"-- 2-6'——---r--T------------ — LAV LAV 7'-3 3/8" _ _ _ I i �__ELEC. CONDUIT SINK / ELEC CONDUIT F--- J I I II 11 I II II I I 9 O �I II II 11 I x1 I �L--- I O I I I 5 'II ------------------ i I 14 I lii � 6 / - I I 91 2aa --— — — — — — — — — — — — — — — ---REF.---� 13 _ _ - ---JIB - -- - �IL ------I 20'-6" C3 I TUBI 17'-7" I 12 u W/CI 14'-10" LAV I u I I I --- I �---------_ --------------------------- - ----- -- ------ W/H I 10 11 ;Il 14 ii w I �� I K �I Q I S3 ill I III II K 2' 0" I i S3 ii ASHE J ELEV13 2 1~L I i l �0 I d� I III B 1 11 I I i 3 -5" — — — — —I— — — — — — — — — — 3" 11_0 11 -------- —__1 I I 14 C3 0 [73 0 OP 1'-4" 3'-0" 1'-8" B ( D 61_0 n 41_QII I � I I o I 14 v 3 B ,C N �ANO 1'4" 16'-0" 1'-8" 2'-0" 6'-8" 19'-4" _ 10 -8 30'-0" FOUNDATION PLAN ELEV B 1 /411 = 1'-0" 11, O it O N N 1 o _ 1 O fV LO O N ELEV 0'-3 1/2" U� f- eo ar FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 13 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) '= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS C M= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2" DP X 9 1/2" WIDE RECESS 2� 1 1/2" DP X 8" WIDE RECESS 3� 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK- KITCHEN 6� REF 7D WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD O FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY JUL 0 5 2023 VW\1 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 t O 000 ' b ,0 4= ° p'} 17 o 00 C Uj =O £a. W L >-0N U �} 7 0 Cy i N Cq Nam` U1 0 m 2 2 Cl) A,E Y/ C O t m ` o 0 8,Q sU �0 Q Ln ^, I 'LuQ N 0o W Ln E c W W 0 W Uj W O F- IW— ~ n LU J � Q Y z X z 00Z) QLEVO101 O I—' OQ O C��=WOZOWO0mzj¢U �0M�zY2 zL'-p¢O a OZ LLJ ¢0 WO�I¢—� �Luzp Q oQ o 0 o¢Qry F- W i I®® INK N Nr N N O N O N O N O N N r o C") O r r 04 N o Cl) z 0 NW o O O O O ILO ; Lo > r N M � Lo co�^ }� z v, z Qw ® z }� O W U 0 z z w00 � I.o I— O � =z> 0Fo z a. Q ® of-¢ wwE- v 29 ~~O zOO= . . (.0 W Q O 04 z gw0 ww az �z J ®U MMO W z Al z LU w O N N O LAST PLOT DATE z O ® MONOLITHIC >J FOUNDATION PLAN B 30'-0" 13'-9" 6'-4" 3-1/2" SH 25 HD AT 6'-8" EGRESS / 5068 SGD 00 C� 2868 n (Jj � / bo H.B. D / N / OWNER'S SUITE _ N / 15'-8" X 11'-11" 0 8'-0" CLG o / GREAT ROOM 14'-4" X 12'-6" VAULTED 6'-0 5/8" T-9 1/2" 6-3" / 12'-7 5/8" / / 0 2868 N — — — 2.5/12 VAULT. _0 zn O. BATH N 12" DP I CLG N 8'-0" CLG (5) SH TP W.I.0 8'-0' CLG iv TB 36" x 60" L I U) SHOWER 106 r o PAN ��`b I Of DRAIN ( DINING ' `r 10'-0" X 12'-6" M SHW HD �o I VAULTED o 00 & VALVE R&S = LL — Q_ = m N oU) o 4'-2 5/8" 7'-3 1/2" I i' o 0? t— N N co I CPT. coTILE o 06 N II II N I zi'� KITCHEN BEDROOM #3 1 a. 12'-6" X 13'-6" 11810' CLG 1 I o N N L O ii ii VAULTED O r Ili ao cV (DO r` 00 WEO V II Z � Ncm w OC)CO (=jII i� 2.5/12 VAULT. f co a O oo Y �� CLG W "' 2'-3 1/2" DW __ L---- 9 2668 -- _____- 0 2'-0" 4'_6" CV 0 00 U) 10'-3 1 /8" 2668 -3 1/2" 3'-9 3/8" o T-11 1/2" 4'-5 1 /4" TQ W 8'-0" CLG o W _ 668 REF (V BEDROOM #2 N N 9'-10" X 11'-1" 5 SH 8'-0" CLG Ej 0o TP TB H L N BATH #2 00 � 8'-0" CLG T-2 3/4" 2'-9 1/2" Co - 0° N N o , YNAYAW r-----� 2.5/12 PROTECTIVE INSULATED 00 \� VAULT. OW/H BOLLARD I 7— — — I WALL CD CLG L � 20 MIN. RATED Zh 00 DOOR W/ AHU PLATFORM 22-1/2" x 54" WEATHER T ATTIC ACCESS STRIP 8' LAUCLGNDY FOYER r K - t / 0`5 4'-4" X 12'-8" S3 �G� `L�' VAULTED Co SHELVESIN n LAUNDRY AT 60" A.F.F. HANSEN o — BOX o DRYER D W `Y' 43-1 VENT 3" 4.5 4 PADDED FRAME WALL SH 233 _ HDAT6'-8" LINE OF GARAGE IN OPEN POSITION I 1'-8" 414" 1 6,_0' 4'_8" I I I PORCH 8'-0" CLG —A H.B. 16070 1'-8" L 1601 -8 2 -0 6 8 19-4' 11 T 10-8'11 FLOOR PLAN (ELEV B) 1 /4" = 1 1_011 30'-0" N M N eo 00 E0 0 N 11 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 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) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ FT 1928 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) Virtual Review Assist. Inc. plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr 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 GARAGE Dq 30.0 -33.9 30.0 -33.9 co N O N LO j LO A" �. s C.yLO � 4 ' $ ® e Z AI,.11, 5 W d W 0 z a L N E 0 C W LW 0 C'7 N co *� N U CO 2 .O 2 a o v_J e^0 .i U¢ V Lu QN W L cO E -i .5) U W ww [W-w � W O a 0a Z) U a J� O p X"omoza0WX0oF L O ZO>W�zWOgaWOQ wQ O� EL IL � °Zow Z) Ce Of Wa O F-aW O Z N OW > O co OI*-- J In U) r- z W IZ co T-- UO >- < z U WW J I I I `— o 0 co 0 0 N CQ O .\M— N co N 0')O o N i a ' Z O Nw O CD CD I s LO Lo > CO �!1 zZ Qz ®T zW 0) 4-a O W W O O U &5 ® ::)Zj �- Z 0 air a ® = w=a mltw 0 F- T —I Z O = W <�Z) ■ O ZWO %■ _ NC) Q z a �z ry 1- Z OU o�- W z A2 z W _j W q o N O LAST PLOT DATE z O ®J FLOOR PLAN B 6-0" 6-11 " ROOF FRAMING PLAN (ELEV B. 1 /411 = 111-0" HEEL= 4-1/16" PLUMB CUT/ �12" 12 5.9 F_ A, 12 2� 01 2X4 LABELED END MARK TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION, TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O 2, USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE 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 REFER TO ENG. PACK FOR CONNECTION YJ CJ3 O CJ1 U T U 1'-0 5/16" I, 2'4' TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 U CJ1 LO U 1'-0 5/16" 1. 2'-0" 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING ATTENTION! j DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 60' Spreader 60 degraes �. .l or less 1 112 I 2/3 to 1/2 I line span approx. Ta line r span approx. 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. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FDC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY (51-011 LOAD# DESCRIPTION INIT. DATE R/01 Created from BID 6312288A AS 8/6/2D15 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 RB01 Add Vaulted ceiling in Great rm, AS Din!n rm Kitchen Fo er&Ent 12/29/2016 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/23/2019 RD01 LCA JTH 1/4/21 LOAD# DESCRIPTION INIT. DATE alts revision block for alts only. CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONEI (800) 959-8806 FAX1 (863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450P 1325 ALT DESC: OTC : LOT 1331 BLOCK 40 DESIGNER DATE 08/06/2015 LAN# N321594L PAGE n SCALE 1 /4 It= 1' 1 -. M N et' co LO 1141, � y y . -.. `Jr` 77 LO e 4 �j 4` ° C3 00 ® , y— e ® LO � 'a RO 5 s05' LU O w 0 z V) 0 LO - , 0 W L '> N . U c� m ti M EPEE N V -0C)w a E i L p Oo 2 0 LL m s U }< • (^!,i U LU Q N C W L O - a _0 W NLd— ui uj w O H LU I—LIj ~ ¢ Y�J �Qzw >>of 2Q C) Jz XrQOOQ R -W 0Oancy W� W O Z O W O o m Z z Ci W o Z n U5 W W r, LL Q J Q�<< LLI ZWWo�0IL LL Ow �F-.� �Y QQ Q OQ 0 OQQ(Y LL LL s� 0 z N OW ti o _ I� (M 0 Q M LO L� LL ti Lid I— ry cy) 00 i- Q Q Z C) I— W LU J 0 JUL 0T Virtual evl 1 w'A I I sist, inC` Plans Review -Ornj lete an ap roved for compliance w th t e 2 24 F C, 7 h Edition by Debra Ann Wta rIP 2A0 O O O O N C M O N i _M N I i CV Z O O i O ' O NW o o O O I LO LO i g N C6 4 L6 MI < Z �/�/ Z Z ¢w O z -t--r '0 O W U z z U U V5 I,o I= O �z5; goo Z a�a Q O = W 2 ~o d- m rl z 0 O_ W U) <�� . (.C) Q O %. — C�1 v gWo z LL z a �z 3C Z F< U 0 O W Z ¢ z z w W J N O O LAST PLOT DATE ■ May 8, 2023 Z ROOF FRAMING PLANS B GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA/ UNIT * SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA/ FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT 1 /411 s 1 1-011 co 04 00 a0r-� Lo Loco Ln go e AR 1 530 z O w z Cn N Lo - E 10 C co .� N V o' L i 2 0 0 O0 m Q • Ns ^` wdo QN G L co E2 W 700 g 00 V,; W W ❑Uj W W O ~ �-¢ 0 0gzzLU �0i ���O0W ❑0� j�zz2a �zr¢ o�Q am 9L)z0x00mzCDWXWQ U (� ®o 0 Z _j 0zYe0 0W00IL -p< W UZZ<< Qa- � OQ ❑ � 0Q<Of �QLL ill O O Z LNG O� p��o c M ILL ti z M 00 < Z V W W J O O u d Virtual evie A silt, Inc. Plans Review :oml leteil an ap r for compliance w th ff e 20 0,F 1C,7 h Ed ition by Debra Anne i41la ir11P 2J0 �® o N N N r' 0 N co N r N M O O N i N i i N O O i O ' 0 O NW o O CD O O I I Lo co �%� z~ v, ¢ z O ZW }+ Q W W 0zz 0 Lo O z)z-> O_0 Z airy Q C = W=Q L (� m~w T'I ZO O2 W Q O < 0° Z az �z Q F- J OV MMo W z A4 ¢ z w LU J O N O r LAST PLOT DATE -1--r O J ROOF PLAN B SHINGLE RC 1 1/4" THK x STUCCO BP 5/8" STUCC OVER CMU FRONT ELEVATION B 1 /4°' = 1'-0" REAR ELEVATION B 1 /4" = 1'-0" RIGHT ELEVATION B 1 /4" = 1'-0„ LEFT ELEVATION B 1 /4„ = 1'-0" 15/8" STUCCO OVER CMU .EV AT 8'-0" T.O.M. :VAT 0'4" FLOOR FF gGLE ROOF ELEV AT 8'-0" T.O.M. 5/8" STUCCO OVER CMU 0o ELEV AT 0'-0" 1ST FLOOR FF FINISH :LEVATION SHEATHING FACTURED TRUSS ,RIP EDGE INUM WRAP INUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OaERHAnNG DETAIL ELEV AT 0'-0" 1ST FLOOR FF FINISH :LEVATION SHEATHING FACTURED TRUSS ,RIP EDGE INUM WRAP INUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OaERHAnNG DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED < ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION t ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 1-ni, j/,dif _ 1 —JCMU COLUMN DETAIL VIM" _ -n 1-1 _ ELEV AT 8'-0" T.O. M. 5/8" STUCCO OVER CMU 20 ` ELEV AT 0'-0" / 1 ST FLOOR FF _ _ 9 ELEV AT 8'-0" zzN T.O.M. ELEV AT 0'-0" 1ST FLOOR FF NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO El 8J ELEVATION DETAILS a _ 1 _n 11 5/8" STUCCO FINISH --- NA VARIES ASSUMED GRADE nELEVATION DETAIL #11A11 _ I 1-ni, 1 1/4" THICK 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 EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) M o is a �A .', N 00 n cull LO 00 LO p � e r AR 01 05 +p A.. Q ra 7* tFZ, f O o W 0 z Q to N LO 10 W L o u M00 N in rt■ U V m rn .. co O Oo o p ti o a Q V) Yi N CO M W L CL �o V), l Ll LLJ � WH W ��0- Q, ZO LU0 LL03: Q W �JU) Z �CO -j0 J- 2 iJi Z �W W ZWwOWF) Q�a ¢ZO o I. _ZOOomZ O W �Yp ZQQ OO Z0Q¢ofQ Qd LL O LL 0 O O z 04 O W UDti p��o Q co M L0 ll^ ti z < W 1— of 0- cM � W � 00 Z C) W W JC:) O UL o 5 2023 Virtual Rete w I ssi t,1In . Plans Review coie ed and a pro compliance wit 020 fQC th i n by Debra Ae lahr P112 0 O N O N r N M N o N r o N M O N r o N Cl) N O 0 o r O N N i r N ' z 0 N WoC?C a Lo > r N M -V Lf) COW Z z oQW z �--+ }, O W U ozz WOO () U cn �s1 ^ I— 0Oow Dzj o z E lY d C) = Of L (� M~W F- 1--� O Z Op T_ ■ W 11 <�D O oo (V (� zW �L z az �z F- Q � OV O� z Q z z W W_j o I;,- N O LAST PLOT DATE • May 8, 2023 Z O ®= EXTERIOR ELEVATIONS B OWNER'S SUITE T-10" 3 GREAT ROOM / Q / / 6'-3" ---� i W.I.0 I / 5'-7" — A ISC O. BATH LC ® w DINING \ C? I I GF AT 30" I A.F.F. 5'-7" FOR / f lio HOOD FI KITCHEN -,O 0 w 0 ' %y in BEDROOM #3of GFI GF AT 30" GF AT 30" cs `_° cs I •� A.F.F. A.F.F.44 N r BEDROOM #2 i 2'-10" 2'-2" 64" 5'-0" - �.—• GF GF I i 1 \ E rt \ BATH #2 r �. • I E� I FI Co / LIGHT & Eft iT _ GFI \/ SWITCH IN L � AHU -----ih ELECTRICAL Cn METER A ELECTRICAL 2'-9 PANEL FOYEI O — • LAU N DY TWO CAR GARAGE / . GFI 48 W D WP GFI 110V CL'G MNT. OUTLET ------------- -------I I � I I � I I � I I - -d PORCH I NOTE: ENTRY PER ELEVATION I ELECTRICAL LAYOUT J DOES NOT VARY -- ---- ELECTRICAL PLAN (ELEVATIONS A & B) 1 /4„ = 1'-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 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 01 #15 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH 4 1/2" DOOR JAMB DUPLEX OUTLET M TRIM - NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o k SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR Er 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 -I} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET �- SWITCH AT 36" 6- 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -{1 PUSH-BUTTON DOORBELL {A} CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 41 50W PAR30 NFL 6" WHITE BAFFLE USED IF C APPROVED BY O_ 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR O SMOKE DETECTOR cU-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 1 48"CLG MNT WRAPPED FLUOR LIGHT 5;24:R 24" VANITY LIGHTING 9RFF36;-,R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q 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) MEKI- MASTER STATION _0&3 ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. 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(.0Q O 04 (� gam° ww z z a �z U _3 O IZ MMO W o: z z z z w W J O V N O LAST PLOT DATE • May 8, 2023 z 6-0 - 0 J ELECTRICAL PLAN A B 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 31 ST, 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, ACC-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 ALI, PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECI-ION R308.4.3. 5 GLAZING IN SECTION R308.. 4 3, ITEM 2-EXCEPTIONS WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 6D2-16 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 BYA FLA REG PE AND INCLUDE: N : DRAWINGS AND CALCULATIONS, REACTIONS AND S I C U 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 E CON AND DECKS: : 60 PSF UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES 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: 3.3. 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 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", 94 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. 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 (f'c) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.3 4.4. 4.5. 4.7. 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. 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. 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 FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' 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 PLANS. NO 0 N 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. 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 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. SOIL: 4.8.1. 4.8.2. 4.8.3. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpovl and mortar along the foundation perimeter must be removed be ore exterior soil( treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R 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 9x7 +263 PSF / -29.8 PSF DOUBLE 160 +25,2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. CONSTRUCTIONNOTEi IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE BEGINS. ANY DISCREPANCYR DESIGN P RO. P DRAWINGS, • BUILDING # 'JN AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE. , INC. PRIOR TO THECOMMENCEMENT OF CONSTRUCTION, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. tnl co N 0 N .a LO - 00 �• . LO ,y3 a W A--�� -505TZ O �y ser � LU Z N OO 10cy) uG (^JLNO M m WN D00 u tLAYji aV -0 7C)- � 'Lo0 Q LU QN n` W L 00 E� CL , V W uj W W2-O F- 0' J D: Z � Q°X Q Q I- F- JZ���0LL0 U- Jo D O W W O Z g-1 0 Z¢ Q OFnW9Oz0�00mz 0 0 z U) LU Uj n W W W Fn C� D J Q�QpED LuZO��IL U_ OW ��I-- 2Wo ¢ ¢u_ O 0 Z CV LU 0� U) ti F. M O QC/)M� G C/) LL I` LV Lid F- ry (y) Z0 WZ� W J O 0 CD JUL5 OZ Virtual Revi w A sis , Inc Plans Review corrpleted ai d ap 3ro d compliance with I he 2120 BC th o by Debra An de Kl iNr X�311 0 aoo O r M 0 N N N N r C)r M r N M r N C C)r C)N C)i N CD a ' Z LU a o 0 0 o I I LO r N M 'd' lF') /'1 Z Z V, ¢Z O ZW 0 O LU U_ 0 z z VU� 0 �Zj ^ 3.i Z ~ aoa = W2¢ ~~O H- r-I Zos W 0- H=- Q 0 Zito >_ N U aZLL z -Z U _3 O O �- m z ¢ z W wlizi- CD N CD LAST PLOT DATE N z 0 STRUCTURAL DETAILS THUS DETAIL ONLY REFERS TO THE DIAK10ND,NIESH EXPANDED METAL LATH ATTACHMENT. h+IETAL. LATH OdAL&L SHEATHING 16GAx1 ,2 LONG (314"-1" CROWN) STAPLESt 6"'" O.0 ��ERT B3ETWEEN III i .j . l .. I �_.. 1 GAO-1;2" LONG (31 `-1" STUDS (NOTED THUS:—) - OFFSET I B B I i I CROWN) STAPLES (i� 6 STAPLES BETWEEN STUDS AS SHOWN - - - O.C. VERT 11T0 STUDS (NOTED THUS:-) METAL LATH ATTAC! M E N 1 U ETA1 L PEV.05,24.2.1 SCALE.314" T-C" 'DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' -ONLY APPLIES TO LENNAR TPA,'JA)C"" 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 C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 6-0" STUB -OUT FOR ' GAS METER O — 0 N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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. 0" (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 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" 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 — + 518" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x k FILL CELL STD. 90° HOOK r BOND BEAM BOND BEAM STEP SIMPSC DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x k FILL CELL STD. 90° HOOK r BOND BEAM BOND BEAM STEP SIMPSC w/ (22) NAILS T - CONT. #5 BAR 5/8" 0 #5 CONT. THRU BOLT FROM FOUNDATION TO HIGHEST BOND 'SEAM 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 gap 2;' min. 2" 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. g 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column wi Insds N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking l lsa 3" f1ndl nails at R" nr.- Q�'/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 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.— 6„ A 1%" ROUND HOLE MAY 6r, 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Ye" Round Hole Diameter (in) 2 3 4 6 6 7 -_ 8 8.875 10 111 12 13 Rectangular 4Rrile Sidle (in) 2 3 6 6 s8 9 10 _ -. Any 16" joist Sean (ft) 8 1'-0" V-1" 1'-2"" - V-2,, V-3"" 1 „-3"'„ 1 "-7" 1'-11, " 2` 4� 2'-9" '-2>' 3<-7" 12 1'-0" 1'-1" 1'-2" 1f " 1 3" 1 `-9" 2'-4" 2`-11 3 7 4 2" 4' 16 1f-01. 11-1" 1 -2" 1 2` 1 7" 2' 5" 3°-2" 13°-10 4-9` 5'-7" 6'=4" 7' 2" 20 V-0" V-1" V-2„" 1'-2" 2-0". 3'-0„ 4"-0` 4'-10 0 '16t-11" 7-11" 8-11` 1„-1" 1'-2„" V-3" 2"-5" 3„-7" 4"-9„ 5,-1.0, , —fr- 8_4°' gf " 10"- `° 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. %" 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 1 2" 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 BearingLocation Series Depth I End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BC] 6500s® 9-1/2" -7/8" 2-8d '2-8d 2-8d11 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Joist 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. �nstall tight to,top flange. Joist \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE A! 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 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-� a SEE PLAN FOR AS a • e . FOUNDATION INFO ° d STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC 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 SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I ° PLUMBING LINE PVC OR SCH40 SLEEVE d ' III -III, l l l I � I -IL :. 4�— ; ; aL 4: III �,I�IIII—. • I I —IIII�I�; )E I I T_II' r F__� I LLL__ SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE z • ° • .. Fo d SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF -----4. d I I, 111=1 11=1 I `� :° a ,Q 11=1 11=1 I I: -1 j I—III-1 ° ' ° a d —I 11-1 11- 1 ° SEE FND. PLN. SIZE & REINF. M N 0 p �_A 00 LO s i e d�� L-0 a?8 J DC%_y,� o LO 1 003 , e .'§ p.pl z w c 94. 0 S r o w W 0 z LO '� U pM00 ai N M �t �' Vi -0 -02 2 AAV,, co W :) '� U '0 o � O , (DQ U LU QN �k °nV��) VJ L cO E m 02 a LU (D W ❑ W OLLI Uita-z��W Q �H 0f og�- WLL W00LL 1Y Q C)jU' Q 1— F-- J�O� x Zrc OZ2001.- 0cnW2z LUOOmz=) WSW W(n��¢=�� ~ 0Cl) FWD W Q�¢0WQ0zWzOWQ❑Q_ U_ OW �E-� gW❑ 00Y 0 ❑ 0QzgQ¢ ¢ u_¢ 0 �¢ W 0 0 Z cV OW Ln z) ti z (MO Q co CO � 0- Cl) G wz ti < Lu < Lq I-0�0-cy) �o-2 — Z U W Z� WO O Mqt (0 J L 5203 Virtua Re iew ssi t,lin . Plans Reviewco ple ei and a ro r for compliance with the 020 FBC 7 " diti n by Deb a Arne Klahr I I ' I PX2 I I 00 O N O N r N M N o N 0 N M 0 N 0 N M N z rn C) o e— C14C) O ' i N C) I i 0 NW V > C) C)CDo N C7 t>j I I I i , LO CO } zz QZ O W zw 000 f­j� .0 O U U) LO0 0 QZj O�0 i1 Z ~ a�a CD = WLn =I'la (D d— I—~o F- T —I zO= • W Q � 0 2§� zao Nw z V az� • 0V O � n . z z z W WSN1 N 0 d' "C­ LAST PLOT DATE N . . z 0 J STRUCTURAL — DETAILS (2) LAYERS ASTM TYPE II OR ASTM Dd869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ Z P•) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER C0 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1 A WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR _71CURB DUE TO SLOPE r•° 4 ° D °° Cl) III=I 1=I I' 6 MIL VAPOR BARRIER III ,` C III � III= COMP. SOIL. IIII � � (COMPACTED TO 95% —I I I I=IlI=I11 (I= MODIFIED PROCTOR 11 I I I III —III —I 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" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14r1 O.H.D. RECESS = z 11= 00 SEE A/S3 OR J/S6i FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) . d —III III —III —I m I-1 I I=1 I I —III I D., > d 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. r 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) II IIiIIIIIIIIIIIIIIIII— o TYPICAL INTERIOR BEARING WALL W/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r ELEV. U-0" d a 4 A.F.F. ° d. Cr 4' 4 ELEV. -0'-3 1/2—'_i_�z— °, d a 4 2x4 CONT. °'' ° .. ° ' A.F.F. 0 d .d° d d°4 d ° N GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 2x 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS _ 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY 1=III=III=III=III=III=I ° ° o III —III —III —III —III —III Z NOTE: ' ' D ° I—III—III—III—III—III=1 a' ' Ill I � —III —III —I I —III -III- N *FOR BEARING WALL I I II I I II I II I I� III ; ' r W/ UPLIFT ONLY I I I 1=1 I I —III —III —III —III —I 11=1 11=1 11=1 11=1 11=1 I I :III,,; I II II —I 11=1 I I —I 11-1 11— IIII IIII=1I1=1I1=1I1=1I1=1I1=1II—III—III—III—III—III--'' —III J I I., ;, III —,I 11=„I 11 II 11=1III FRAME WALL TO C.M.U. WALL CONNECTION rD� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" o. , d a.._ GRADE °° I -1 I_I=1=-1=I11=I =� — — — = 'jam' - — — � .Q � � —1�1—ICI—ICI—ICI—I� II! I I III I III I I I= I I I IIIII I III 11--S1CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" -O.H.D. RECESS r °': -III—III—I I ..•'?: a .. �: a 'T! EIII=III rr I 00 IIII I III � II I ;.�: +� : •. � II I II I I •III I d', :_ I —III• SEE A/S3 OR J/S6—� -i J I I I I, i,l l I I I, FOR REINF. INFO. 3" MIN. CLEARANCE V 4" (1 ST RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" Q.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 21 r 31/� 1/2" MIN TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. • "rr ' � I r —1 I I" III—, 41 r-4r8 , U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �3 1/2" MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 10 M\NJo s FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH r WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR N �• D • • D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy- 40ksi ° Cl)_ ° D — u —III - FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] =_ — 6 MIL VA BARRIEIRI II I II I II I I o e ° .' 11=III=IlI=11=_ TTT III I I—, °° R 1 7/8' —� —III —III —I Z #5 REINFORCING BAR I IEll III o . I I —III —III —III —III r III—III—ITi=1 i 1=T 051 AP SPI ICF COMP. SOIL. (COMPACTED TO I I II I W— : I I=1I=IlI= 95% MODIFIED PROCTOR ASTM �— I I—III—IlI=I1=I I I=III=III- D1557) III „IIII IIIII 4"(IIII IIIIIIIII=„III-1 41 r-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 _ CONT. BEAD SEALAN INTERIOR dP. :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE 01N. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB M 6 MIL OR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 `WWF OR FIBERMESH ) r, K S3 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(min.) - 4" =III=III _ =IIII III �� I =I I I i Fir:: III —I 1 I —I 1 I —I I II —I 1 I (2) #5 CONT. I 14r,1 I,..IIII ��1141,�,I II II 11 II81- U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w! (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w P J —I—II—III—III d I=111=11=III I ' � w ' I —I 11=11 I I 1=� • '' —III—III III —I ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFC SEE PLAN FOR .. TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING o ATTACHED PER NAILING Cn w SCHEDULE � j Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. C0 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL °'• a O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR.� COMMUNITY SPECS (2) #5 CONT. =1 JI l II ON 3" CHAIRS (TYP.) 8" 1'-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 3600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH �, E II=ll III —III- o III III—III=11I—' TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 VAKILb 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH o. a = — 0 I .d a 11, ,111=111; N — - — d 11- Ell, 71 SEE A/S3/J/S6 FOR REINF. IN. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4 -- 1-0 S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _E z CONT. FOOTING STEEL MAT REINFORCING. r) 00 GRAD — — ° ° 711 1=1 I 1 _ a. z= I III 1=II I III1II I III '° �UJI —II—Iw • aI I-T_1I II==111 11==11 1111=- I' - Z w (00 z0 L- 0 — c.. c 1I I -I 11=1I 1=1 I (=1I 1=1 I1=1I I1 I ZI - iO G - =—--=r ' FOOTIN BEYOND PAD REINFORCMI IITI i1 "_ 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. CJ'3 • cM N O /� - L0 '~ > a E„ WAY ` LO 00 LO s A 0 - 905 ' da z w Lu 0 Q W > O N ° (1N _W L c �o N u N 7 �� m in _ U Cl) i :E O i •� 0 O o ' C '�W 6 n�� T�v L cO E D CO V a a W 0LIJLLI uj w0F Wcng zzx ¢a(D WE-,Ou-0010 � u'U a�x�c000 �3°Luomj�oz U' Zn <nwwzw 7— 1 a W55w000-n�a¢z20 IL Ow 9tw¢ O0� o 0Q u_ ¢ w all O O z LLJ 0� > o z CCM OO J L0 (f) It W u_ < z co QUQu z�� W W J 00 Lo23 Virtual Re iew $si t, Inc.. Plans Review cornpleteh i ntl ppr e r compliance with the 202C FBC 7th Edillid by Mehra Arne II lahr I PX2 I 00 I I I I O o O 0 M 0 N 0 N N N O aM— N N C) O O — N O ' I N O I I I ' Z O N Lo W > O �— O N O M 0 0 to LO M1 Z~ zz W OQw z -I--+ -4-0LLJ O U z z boo rJVV5 0 nz5; 0�� -� z CL it a = =¢ wui UJI V I-�� r—i z p m: W <�Z) ■ Q 0 zof0 N v o- ■ ■ � �z Q F- 0110 o� z z z W W J CD O LAST PLOT JDATE z STRUCTURAL DETAILS - MONO 2x6 / 2x8 WALL BEYOND SEE PLA FOR HEADER CONNECTION N (2) 2x6 OR (2) 2x8 35CTOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE -2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION -OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 �I4 YP) SEE ELEV. I � SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD CRICKET AS REQUIRED —� SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING -� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1Od — NAILS AT EACH STUD 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. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOI FOF K/S, SEP IN P GARS TROD GENE SLOF FOR SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) \--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN, EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA­'� SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER, TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 1WAN _I —. ■il' • • •- - . - • - • . • �! ■I■ 111 1►1 ue�'-' NMI �Ii�'� NMIDI �'IIl1 ■■lill 1IIl1 III Il IIlL� IIl� IR I���' NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J IEI�it �\\EEIEEII T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR---__ � GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a d .. A' m . S a '0.- : n .. '. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 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 SOLID AREAS ARE STEELAND 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 IARAGE 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) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION sFFO� 0 2-ROWS 12d NAILS STAGGERED @ 12 O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) — (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" 0/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 NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/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 • 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. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A P /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a °a a. 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 NAILS TOTAL) EA. SIDE OF L.SPLICE 48„SPLICE STAGGERED Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C C C P.T. ' ATE SIMPSON SP4 3P2 SIMPSON SIMPSON SP1 SIMPSON- SP4 10i ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 co d . a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 ..i NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W 0 zn 2x TOP PLATE- _2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" 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 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 30LTS @ 24" O.C. �X ?X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 1 d NAI " 2X8 P.T. BOTTOM -, PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. 2&NUT 'OXIED A.T.R. 2&NUT OXIED A.T.R. &NUT ROOF TRUSS ABOVE /- 2X BLOCKING O C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL STAGGERED 4 A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 1Od NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 rs = - M N O 00 LO LO • •y4y E' Om LO • 5305 �' ^� °,�9 iY a W ♦ k?-1 W z LO E > 0 w 0 U 6 in V =02 uir 4) = COW 2 O O O^ R ¢ .Ns W�° QN Q co a � W �W W J W 2 LU � 0 WO 0(D a:�Q0�020l- Q U Q �. <pOg DJy0z20 ¢ U)CO00m zUz ¢J U)WQ-WnU-1_U_ 0WQ �¢pW3�CL 20Z W ¢LL Oz Q OZ)Q ¢ O O z W 0� 4 > U) 0 z 0 H M O Q U) CO � 0- C/) W LL ti F—_M OO Z U W W LU 0 �o ILO Virtual leview A sist Ipc Plans Review com lit d pan a r for compliance with t e 2120 1 B E io by Debri Anne Kl ihr ; ; PX231 I I ; ; Q N N N N o N 0 N 0 N 0 N O CY) N CY) N C C)r- C) N C); ; a C); ; I O N W o 0 0 0 0 Lo � M � ~ Z w U� Z W C)QCn z -I--+ �-� 0 W V 0 O O LO 0 UVin OZj or Q z airy LU Ln = w=a V 0 ~co LU ~O J T �1 li On Z 0 = W 11 co < . 0 zLuo CV Q 0 aZU_ . ry z z T< F_ 0U 0� Z Q Z Z LU W J CD N O LAST PLOT DATE Z 0 STRUCTURAL DETAILS SIMPSON HGAM11 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. g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 45' ± 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND & (2)10d TOE NAILS @ AT LEAST 90% OF WEB EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR ' 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 112" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SS EMBEDMENT IN KO BLOCK 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 AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 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 SCHEDULE FOR �A SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO END Az '� BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD 7HE CORD ATTACHED W/ (2) 16d TOENAILS OS SHEATHING ATTACHED T w/ NAILS @ w/ 1 2"x4" LEDGER (MATCH BOTTOM CHORD GE O.C.O. F EDGES AND 12" OFIELD 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA, END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10d 3" 4" O/C ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION- 2 SCALE: N.T.S. Sj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION fO SCHEDULE FOR SHEATHING DETAIL BACKNAILw/ WOOD TRUSSES `° 11 2' _ 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END Nd 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 W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 4 1/2 } OR EQUAL FIRST (4) ROWS OF O/C wl (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION [� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i 11NIMUM 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 12" RSH SCHEDULE ;ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" :NAILS EA. SIDE IT. 2x4_ #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ("10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES x @ 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 2x4 "T" ON TOP OF PANEL' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 -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 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -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) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @'6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 112" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3-0" : 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMP5UN 6P2 w/ (12) 1 Od 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" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 55 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. 0 d w 0 .z o ' 0 w C) m o o ' 0 d w — o o — — — — q o rLLI ¢ o o — — — — Liw77r IE 7 144�_ 2� NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30 -0 - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION E- Ft N 0 00 CAW i J �'v1y ° ° i l�LO ° i ` 7 f 0 00 ➢4 � Ln r i e 15805 0 LU �a 0 M w 0 z Q N a; co \ ' C) m co /� ♦� to M m Ln V -of.2 M = :Eo Oo 2 0 0 U-o o Q sU ��Q a �in 1 LLI QN ^' 7W L 00 Eo CO V a _0 - LLI W UZX ��LU w � w0 Q J U_zw o QU¢_� H 0�0�oo' =5 O�ZLLU--z �_jHJQQQ a Q Za cWoZWOOMm— U cn�O ww �¢ �0-0Z0w0W0�zJ U) Qpw 2I-F 2wp2UILL Q -0® o<X OQ Q U_ O z W O� ~O 5; U) z � J 0- (/) 2C�LLti I— ry C6 CCO 0- 15; � z>- C) Wz0 W O J O L 20 3 Virtual Revi I w Assisi, I I Inc., Plans Review co "let d a d ap ir d for compliance with I he 2 10 R� th E Jitio by Debra An eIKI h'r xhl 0 O O O r CI M O N O N O N N O \ N r N C 0 CDN 0 ' t N C)I I i ; ' Z O N W Lo i c N t7 V tfico ZZ aw O co ® W boo U U C/) 0 :DZj z Or- y r Q C:)= air W=Q g ~O T� � Zp= W 0- C0 Q 0 �■ - CV v Q�g 0LU Z � / z � z I..L. a ZQ o0_1 o0- �m z Z LU W J O N O LAST PLOT DATE . . z 0 STRUCTURAL DETAILS 1/4" MAX 2'-1 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 3-1/4" LONG X 3/16" 0) FURRING 3/16 O X 3 LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1/2rr DETAIL DOOR JAMB (REFER 02X8 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1 X 4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT DOOR JAMB (REFER EACH END W/MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRIN TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.G. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG, PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 3 1/4" TAPCONS `LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA, FACE OF ARCH W/ (3) 1 Od NAILS AT EA. E N D PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 114" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT, BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, STD. 90' HOOK (1 P L_ [j/4 7/ +5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 114" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1l4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS, COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. `:; ; :: 6" MIN, LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 0 C G U ;' :!" :..;'':`::.'• REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ILAP FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ::.; : _ `' SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" 111is MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F. F. ° p Dr D 1-1 I IEEI I -111-1 11=1 I 1 gD. ° 1=111=111=1 I I, ; ,I I 1-1 11- D III=1I1=III I-111=111= I —III —I � GRADE D. .. D . D 1I 11„- l- co D z N � •D D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN ,R YP.) FHE S I IAIAnr%1=DTADI C IAIQTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH FLAN AND PRE-rN I R:"k'S t3F.SIGN t SEE Nd� FE "I BELOW 2x SUES FASCIA ALUM DRIP EDGE 6 R G `,iiL T°YPE -....! - UM FASCIA c R PL 'a . , 1-:314"TRINA PAINTED I Spa NAIL. / 5i'lf" HEAD F CH NNiEL - I .... _. I ii;Y p, L�iA � 2 " � t.. FAS I<dED PER I ` �1°" - - - NOTE = BELCH I - I - CONT VENTED CR SOLID SOFFIT CON T 2K4 NAILED TO ... a BLOCKING NAILED TO TOP L L KIN w! 2-124 T AILS 1-k CHDR-D EVERY FATHER TRUSS 3-.12d NAILS, TYP. (* ; t :.0. BJIL'DEr TC1 VERIFYIPRO' IDIE-.-FFIT NIAT!ERIAL SPAN CAPACITIES BASES CAN THE DEI _ N PRESSURE' SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA. ON SHEET SN, s F1 14.,1II Ftl 1` �,' I«I I-�P11-N..I AT r`r'.III..I. p,I F2 AI.IHA AI.I.PIN1 IhWTd FI,.'#F5145 FI.. PP DUCT APPRO ALI F CHANNEL FASTENED T:): C�M9U wr �4AI�.D CIA 24" r J�' 4 B' ?IN ENIBEDPM9ENT MG- -uE ,kIJd 13, GA. ,14 x 14"fW STAPLES y! 2V 1,111,kX. t .C. IN DIACii PATTERP SUB Fo SCIA VVI 1i A 3 4"X s4' CRIDD'AIN ST.Ai EACH GROOVE f .{ STRUCTURAL SOFFIT SF F T„c ALE. 3,�4"- ; ,I" I = FOR I IINUFI SOFFITS WITH SPANS REV Uy 23 '2�TD1 I' 4', IN TAUL MID SPAN BLOCKING PER THE SOFFIT FL I1n'NSTALLATION CRITERIA REFE6 TO THE PRODUIC7 APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 1Od NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD �F + + �GTN PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT SOFFIT + + 2X4 SYP ® C 11 ® + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION a@ ROOF EXTENSION M SCALE: 3/4" = V-0i" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SrAI P. 11/11 Or= OU17=7 M0 AAIII z 0 LL 0 W U Q U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT r FOR OVERHANGS BETWEEN OVER 1 1/2" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •d . OVERHAN ' I . at RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0" INISH FLOQR #5 BAR p 10" CENTERED W/ g so° H' IN TOP o _ I I _ D �g KNOCKOUT / �I —I I_ IIF_ :; ° CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN AND SECTION DETAILS -I I CLEAN FILL ° D °. P DIRT 6 z STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL ' �® ®• \ 0 es ®r 9 B ns � • V e rs ®• 1 gas ® r STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL l4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. M N - _ k, 00 ® :2 000 zi `0 rk ° �. LU w a: z O N p W L. C -0 U (y) � ai �.. V) " } 0 _Q M W L O Q •W � � U ^^'' Q N C co 7W L E ro V �a:� W W W Wo¢ ¢�a a<oz0r Z arU) LL) Q Q V H QD-_OO �C1� Z�,LOZ200i.- c,�LL12�oZtROOmZz Lu U' O O U) 0 Z � O IL (1) Lu z u_ 0 a LLJ <�-- Q-�-gwp�UOQ oo oQz Q 0 ILL FQ� O z N Ow U) ti ''DEMO Q � M IS U) ILL U)� of 0- (yM 0- 75 00 Z0Ia- Lu W J O (D J L 0 t 23 Virtu i Re iqw A$si t, Inc. Plans ROVieN ca pl tad ntl pp d for compliance wit the 202 F h Edition by Debra A ne ILlahr I I PX2 I 00 I I I `— o 0 0 N 0 \ N N O N r N a)o o � C) i i j CDI i l i 1 z O Nw L0000a / LO i N M 4 ui 4 Cr Z I-— Qz W O z -1.-+ -0 O W V 000 U U cA O �z5; ors QO z a Lu W=Q O ILr)m—~� �—I z0 O = ILL]QF=--Z) 0- ■ ■ 2§2 O >_ N Q U gLuLL W� z �z �z J OU 0 0- m z ¢ z w LLJ J O O LAST PLOT DATE . . z 0 STRUCTURAL DETAILS - RETRO FIT 1z ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT)AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 40AXT-40"T! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12-0B BF16.0B 8F20.OB 8F24.08 8F28-08 8F32.0B 8F8-IB 8F12-1B 8F16.1B 81`20-1B 8F24-113 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 -2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'4' (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1 1838 2316 1 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 ( ) PRESTRESSED 15'-4" 184" N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR NR 165 1 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 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 41CAST449I74 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10-OB 8RF14.OB 8RF18.OB 8RF22.OB 8RF26-08 SRF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-IB 8RF22-1B 8RF26.1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 1 5206 6639 1 8060 9479 1 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 1 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C„rnCR4" 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 64" (64") PRECAST 411 411 734 5 -10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136') PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (169") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 A" PRECAST w/ 2" RECESS DOOR U-LINTELS C^e�* '�r�94" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 6-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRlT! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12-1T BF16-IT 81`20.1T 8F24-1T 8F28.1T 8F32-1T 8F8.2T 8F12-2T 8F16-2T BF20-2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1 1569 2524 1 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 1 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4' (136") PRECAST 474 485 79815 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 41815 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 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 164' (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 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 306(11),39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 997 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 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 41CAST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30.1T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30-2T 4' 4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12).1301 15 1640(15).198015 2322 16 395 589 1135 1 1514 1893 1 227- 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 1 B (#) 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 F`0 0 - > D >0 0 0 0 l'' 0 8F16-1B/1T 8RF14n-1B/0T 8F8-1 B ( �1 0 e d >- D °a >" D 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O C W/ (1) #k5 CONT HOR BAR IN EACH - ALL GROUT FILLED * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO U) X o D XU)0mN ° W U ~ w i co a #5 REBAR AT O LU 3O o W a ° BOTTOM MIN. (1) � < CL W REQ'D Q�CJJ WJ z . w Q LLl 16 GAUGE I'- U) ° POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ONLINTEL 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. J I- U LO Ij Z = C7 Z LU = C C #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. -GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP CF CF LINTEL PLAN PER ELEVATION B 1/411 /4„ = 1'-0„ ELEV B : M N O 1f-•- z,.tfJ J uv�, a LO o co 4 a 6 Q a 'n. a Y 6 Z a x - , � VIP 1. W p Z Q *'0N 0 U NM dco N V Om $ a O 0 0O } p T11 O LL o Q V/ t U a N � f' L•L•I Q N s` o E aco a W C� W ❑W (!J WLLJOF- UJ LLJ F-� -j =q�ez� OOW�0Cr=-JOMLL0O' HL V OO¢LLL-JOdZW -?WUOZd QO ¢J W LL QIHIQO W ZQ CL LL 0QoOM LL Q 0 Z N OW 5 M O Q w M LL w ti Lq 11cM Z V W W J O O Mjd' UL 0 23 Virtual R vie As ist,Inc. Plans Review mp sted and app er compliance wi h thp 2020 F C 7t Edi ion by Debra AUAW r I0 Q0 N z O N `o LO > vi QZ <Z W O Z �--+ '� O W U w 0 0 �. O VUU) n z j_ ow Z OF-0 a�a Q O = W=a Ln T-� O ZOW W F-:) . (.0 Q O %. " N W0 gz ILL z U)Z J ®U ® 0- W Z Z w _I W O N O LAST PLOT DATE N . May 8, 2023 Z 0 J STRUCTURAL DETAIL ELEV, B (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(I)#5U (1)#5L(1)#5U (o)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'4" 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 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 Tool 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. 5 329 602 602 430 602 12'4" 1 V-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" 12'4" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. N R 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL) rQUANTIrYOF#5BARAT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] NOMINAL WIDTHI j L QUANT1 OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)05U (0)#5L (1)#5U 1)#5L (2)#5U (1)#5L(1)#5U DETAIL W DETAIL'J' DETAIL W &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No, 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 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" 6'-4" 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 9'4" 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 1 1777 1448 1766 11'4" 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'-2" 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) 7/16 strand + 1419 1419 850 1347 2 No. 154" 14'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 993 993 600 1084 No 4 19'4" 18'-O" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED 2 3 () No. (2) 7/16 strand + 961 961 446 872 2 No. 21'-4" 20'4' PRESTRESSED (2) No.3 (2) 7/l6strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 720 720 366 716 No. (21 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 642 642 306 599 !•41' 4•• !• DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ 1' QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOWER LINTEL CAVITY [8xl6-P-1L/1IU] NOMINAL WIDTHr I ` J QUANTITY 0111111 AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 81Ixl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE DETAIL'DP DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 24" 20" 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'-O" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 229C 2085 2085 6-8" 514" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6'4' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 91-8" 64' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P :SOLID LINTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL � LOWER LINTEL CAVITY [8xl j 6 L/1U]NOMINALWIDTH `QUANTFFY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U 1)#5L(1)#5U (0) #5L (1) #5U (1)#5L(2)#5U (1)#5L (l)#SU DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" C-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1 1992 2112 2112 7'4" 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 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'4' 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 1 992 751 1035 12'4" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-D" PRECAST (2) No. 3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 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. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No. 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 ,4 M N;. DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAINLINTEU -1 rQUANTITY01151ARAT S-SOLD LINTEL I 1 LOWER LINTEL CAVITY [8x]6-P-1 L/1IU] j NOMINAL WIDTH NOMINAL HEIGHT `QUANTIFY OF #5 BAR UPPER LINTEL CAVITY 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 DETAILW DETAIL'L' &'M' 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 4'4" 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" 4'4" 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" 64" 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,z' PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1l'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-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 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2) Na.4 15-4" 14'-O" PRESTRESSED (2) No.3 (2) 7/l6strand + 1774 1774 996 1494 2) No. 17-4" 16'-0" PRESTRESSED 2 O No.3 (2)7/l6strand +2 1368 1368 771 7264 No 4 19'-4" 181-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1008 1008 573 1048 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'4" PRESTRESSED (2) No.3 (2) 7/l6strand + 850 850 471 923 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 740 740 393 772 , DETAIL "I DETAIL "W DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8xl6-P-1L/1U] NOMINAL WIDTH j LCIUANTITY OF #5BARAT NOMINALHE(GHT 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 REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY 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. 3000 PSI GROUT (PLACED IN FIELD) 2" 2" )" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc ED OR WELDED) 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 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. PRECAST CONCRETE 3000 PSI GROUT - (PLACED IN FIELD) 2" t TOP LEG BARS: (SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN "STIRRUPS AT 4'-0" cc > OR WELDED) TOM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 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 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'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 1 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6' 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 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" 1 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'4' 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" 1l'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No. 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No, 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION +,�� P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT .4•l,t ._+,�� S-SOLID LINTEL LOWER LINTEL CAVITY r Via;: ,.;• ,�;. [8xl 6-P-1 L/1 U] •'•4~f •,��r ;•'��f NOMINAL W IDTH J LQUANTITY 0115 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY UCIFIIL V UCl/iIL r UCl/11L W CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. 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 #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DECAIL'DH' &'DJ' DETAIL'DK 3-8" 2-V 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4' 3'-0" 24" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 V-8" 64' 8'4" PRECAST (2) D4.5 WIRE 1 (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5BAR AT 5-SOLID LINTEL � I r LOWER LINTEL CAVITY [8x] j 6 L/1 U] NOMINALWIDTH L QUANTIFY OF 15 BAR AT NOMINAL HEIGHT UPPER UNTELCAVIY GRAVITY & UPLIFT SAFE LOADS (PLF) 8LFx20F' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP - -WIRE/ BAR - LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(D)L #5 1 U 1 L SOLID 115(2)U(1)L DETAIL'DL' DETAIL'DW DETAIL'DL' &'DW DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE. (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 74' 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" 2'-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 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 64' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 714" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 TYPE DESIGNATION P - AL4 L N=L G-I'TI-1 IF 9E B<P P- S .0-._ -:II EL L_'iEF L:`.T_- :,,, TY [8x16-P-IL/IL)1 "LIH ] L lull,T ::_ 9-R 'TU°IP.kL -E ]i- -PPER L1\1E_ = e e DH D UNIT '1450' - 1ST FLOOR PLAN ELEV B 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 81l RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (o) L 01 U 1 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 W-O" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'4' PRECAST (2) D4.5 WIFE (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 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 Aj * jWj 4 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 FSOLID (1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5(2)U(1)L ETAIL'DO' DETAIL DP- DETAIL 'DO'&'DP' DETAIL'DQ' 3'-8" 24" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4-0" 2'-8" 24" 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 44" 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" 64" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 978" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION ' - P_-iiN LITT= / CUaN _T' 7= k7 BIR 4T S - S7 D LI.TE- rLOVP. I%TEL C-A'.TY [8x16-P-IL/IU] V HIT<L -T JL111VTI_` E- =' _-1;: LT -J TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOW ER LINTEL CAVITY [8x16-P-1 L/I U] NOMINAL WIDTHrI`QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE W ORKIBN,GL NTATELRAL LOADS (PLF) Total Length Type 8"x8" PLAIN 81Ix8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 Precast 363 1037 8'4" Precast 318 981 9'4" Precast 222 772 10'4" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 164' Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. Too N.R. = Not Recommended cM N 00 LO ,a WS 00 LO Q A,W R . k O W W 0 z Q SIN W O N O u OR V) M N 0.co '15 CO A� E 'C r Y}i o o o 0 LL o o Q t .v0 LU f ' A G 00 ` V E CL W LIJLl1 Uj W O 1- I-Q -1 qfgQ�zo� O U�0 OJ I-' U Q� x�¢z,0W00MzZC�W J¢WO Z nCnd LU Q WYzOWOQp Ow w¢ 0 O Q OW z LLa O H ¢u O O ZW vJ J 0 1- � o Q w M � C vJ W _M o- 2 00 Z V W W Jo 0 5 2023 Virtu I Revie Ais $ I p. e. Plans Revi cloll tO nd p rfOr compiianc with the 201FB t It on by De a Anne I I lahr PX2 I 00 CD O N CD//�� O Q \ / \\Bill// f M N C7 CDCD CDL CN 'O [ N O I I L I 1 z NW O O1 Q O O I I 1 cor � Zz Q W O`_0 F '+ O W v� �zz WOoo Lo O ozj ow- zZ Oro a~a ) 1� W Q L 1 = coW 4 V �O T"'I fY Z o = �22W ■N■ 0fO oQz� ILL Z �z pU ow Z Z J W� o r LAST PLOT DATE z 0 STRUCTURAL DETAILS ELEV. B (LEFT) Mounting Brackets 11 ID Gauge," 4-1.='2' x 41-1: 2E X 7-17' .. a"i -. tt tir'rr d li he Cut to I l Stv Ano = SOL-dule L �F v Right Bracket 06 Gauge) 1 "2* L9a. A325 {TyPJ 14 Self -Drilling screm A/C Firth BMW, ® HuIrr"ne Strap (TWical: 3 in front) lSsheirg Front Crass SUpport. 5di-lixlicking Nits(May be cut tow) Left Bracket 06 uc d 01 -Cli *ng Screw Thiru Pxackets 13 sa''At 0i'stu il>t li"ti,t➢' I li/c Ultlt uAli rill Sire (Typical: 3 each side for hUrTkdne uraf l Ii l �pwrli,itlia::!llr.11dr.mvlllrrryull6!rlussrl'a,e,prauuuullinel!airlR �a1!!'kuarnluulr...,rlliRm"iu::., �" ga"aa44f 1t!ari'arai 3adtt r3anvrrtNp' do"alt4twl� � fts3p1aw4 l' wrllr a -i Florida iepartmeri of Baseless & Profeseionai Regulation Building Cases and Standards Product Approval Application Detail r.O. 1 vi _A0_ Palo o 242 es 2"_:fl�Y_nT: Im Y:m.�1'rfi yaticMta4 &r - Y.�tlaM r BCA Afemutim 2020 Saran biro Prad14te, Irrc. Ml h"Greham HamelP 14-PE LOaaa S-dm P-E 12116121M i'b<a.2M 12r2AM20 Appra 3 Qbiogol 9truawal componems 077)44"30 P673778 (314)306t8U0 smewo9Sry: products tllroructild a itnalsi InTa amadtre!1TcsXa Pldw T4# WdlY 0-vilanca: hM5h d Euaeeaiuxw Report F-! a Ronde R*dz%h ad raP' DUCT Ora LI0011md Florida r Lf8M4tS f essional rowdrrear ,,ft,W Q"KY Assurance AMWOOdltru4e Aurora d.fort 11,110aa pildiap awl Nuagararfam IarTldgCt O.,uJi fan Curasac' E1mP tar Oats -a1 IO.tllCtl� t11Llb kri YF#i •f Resistant P.1140drf ! �RaaankmtaltRdate1WI51a nr cwralFunaternFrn�t��dvrnwrmo-aa,eru f�ratnhl�d Y._a Y_ War ir,rltll; lu. Ffnad°mrNt R*XG, al_44EY511 Mini FuaoliaeFlow and V-dinnVera 1 TJ'31d'2tlr,";',f, Yes Yea WA +'$00 ire, 3 Idyalt A9d * 1111540-SZO InURed Flow YOK I WI* y3 Yes yes rMA .10W-tiK, 4 Sr nvan Mecel 81'180,521 mrHibidFlown vent 123t2073 Yes Yes AVA +tooa 100 5 Stnedvnt Model 0154[574 1€3,wd; Garage OM Ffrxtd vent i2r342023 Yc: Y. ILIA IWA S Zoffilwd Model 91540170 VAW Well Ma R M4 Raw Vent 1 nIn023 Yes Tel IIJA -,,ODA 100 - !WOM Modal e1;As3514 14.51191! arage God' F#doel Vent 1�21'9oun 'Yr" Yea HIIA ',JA. Florida Departinerll of Business & Professional Ragfttlon Pop I all EkAdtng Codes and Standards In4no21 Product Approval Application Devil C1apt _3rL � � � Sig urtaauna &OBWI.l : YAMYAMMAY YAL4999 §1129., _ VMS &IRMW is IQUISSNI s1zirm 21729 Drexel Metals. irw... ,Jaacrr delsAmwn Zaakbal^y le.. F'"meS tar^Mra $0^rde!h F'E, 4ar14142G 08109fii420 0EiY2'lrk°9w 1, 0,113Q!WV Poolow,s1 Crlagoryl RCdYig JDUO503-1511 Pe7011 SM413On- I W0 laza_K*Qidng Mail Flooding Kna,rra rdm4rlbt.'rxrr! Congruence Illerhad Ewa stlm Repair trams a Fertile Relabeled Architect ore U-sad Fulda Rdfesslmnsi Endinie, g !=tea nae _ r ft roved for <. or an limorl $1:111 Product 44040L MunDiu or Frollupt 004029181 C6*ad C%nlfdt Al Dal, In"yRE oyulit2rnita 1 Ores.! Metal Rdalala--y- OIAC 1Q0NS, GMC 15066. rNic 1755. all 200S, 1.7312025 Yes No WA 10180 ONG EV Ce s & Professional Regulation Florida rlrnord of [ rl � g Pa .2 bs r Etuilding Codes and Standards ProTlW Approval Application Detail - - S4.d£ -_E - Date P-41n.9 _ TY Orr ad Fmiallt .ic«ca MaIA M 3WIM 2&ftadi FF, Apel R.'•r+rkeuxi rvumSl"Ki 7heYCna-Ttl'U (.YBrrFd4tl]ti a�'Jn`Ia,WI i/!6nF^5tt1'rC€At R.E. R'Vdr "X, KILN. P.E SWM&'2o'"tl raf•iJiOu",fi' MF,2D„,1 NV A .i . r, h.C51:r9it;@ m4�rtm'w.d ixrupnny=P_aN'mw_!r D- '. d80op842-rant, RE 41405 t813r"S'•+4K6 3u CaegarY SWin0tri allflor Dorx,asaaInbliet sya so.nllg'thcru!a¢rWLc 0orrpelallce Method: E14Uallm Ripon lards err, Florkle Ragaul-dArchited cr a licwn Flanda professional Enamor, Adigirl a kumst Natural i'rpdutt aesc!➢d1Wno Jam .& 1 e. Trnsmns-Tn, PltaerdgesSlt and Smocti-Star alai im qula9 a 8r'Snd inpaatsquti: oM peor a 12rS1rWtl2a NO Yes Yea N"A cantiouslta EdIg. FNrawass Szrpla Door nM1atmgTOal Wrtg. X ytv4flguraaanl 2 IS Then T. Elmer-C3arae-d Smreom ., Nenine18ill dard1rnP.d&quol; Op. qaa 12812o7s No Yas Yes NIA cr4npoatt Edgr fwaaglars aingi. Door'edn "File(el prayyklrtr011tawing. XU, oX ar OXO 'llauralka%M1l ;+ e. Thtmla.-7ru Fiber-Oassic and Smoam• ar arm ki3Jbd'g3'P a.S m'dMocuQuot. Oparyae IW102'r No Vas Ye& NIA Composite Ed" Fear s Double Door War, Or . 1ioug SldeMR1Yt%r®5 sw4r9: XX o, OXXO vronflo nationo 4 aTft"a.TlaF r-L--M Od Svbtlda- W !dorn-a,bta 13.71d.:i!"d&rWok Gparale 12r,•1.2U6 no Y. Yes ''VA £empoelte E117o FitaS#ss Mrgto Dow aesa41ny0uisv!�;X arnlgu:�senl 5 e- Tnaam.Tra F aMc and Smcotb.gar rrdrtinY aa;or3S:0 wra w"Cayrat cepsa't 1Z31n126 No tea Yes N' A Cemp.adte Edgy FJba$raai 61"gie ow wah ?gdrital4i flmsw'h�xaautaMlnR! X@. OX a a;1;+T✓".r a',daltgurdlernsy $ f. Th*m*-Tn1 FM#-^..'rurPo8l SrrYd Br R""011 Wf.49F7&grat: !a"bwok, t3prw. 9.:1_7'frtU2$ NO Yea, Yid ILIA Omlpesne FEddeftergess DaubMDw -1ha -t h" elaeltae XXa OXXO configurational ? STaemwTM PAW-1172" and smote -Rai ylglnlmd"039,$&rdrad:plimaCQW01; GW*.f 12r5117un No Yes Y" WA boom@ alto 64a. Fvhvroteaa 8iagle O*W 1":Wn'satmgr0luts'a'➢td; X tarI gursadrt) a 'n-Themra.'1fru Piba'-'Cte&'k OM Tu'7m0oln,.8at Haling G&X39A &tyla:M,,paGdquo; Gw6d; 12SICS'-26 No Y. Yea WA C* posh. Erna Fiterabse, Sneers Dix with Idleote(S)i (IAsadkdyCl-ttnfiwXo. OXOr OXO a infillairdlarfa) $ k. Tbemn-Thu Fibef-Oatm and Srwitaor NaTbrial 644":8 I1n: ag3gNa4,; GVea'ca 12 InQ2$ W Yki 'Yes WA C 10-0. Edge Faa Drvoi, coon-9Ymth or X• F ! wN ore ._c.- at!erwl.#'dsitanl,iaalr LIA.iWm .'rix'Cr� C g g +.m4guradolsl is 5, Thama-Tru ft-r-Cladsic and ^,5n•atn-mar Haling as WDSzlyd.'0T!paCaqucC Casza» I mIrdo'za NO Ytt Yet NA ire Edge FtWom Single Dior (titianilowseha9, Y rarb"don) 11 It Them-Im Fit a•Craiag4 ano smoGib-Sler Nesting "Q39:43perA: rr'tp0et&gJat GW- iy3-1r2(F2a ire Yes Yea NA, Oa1.1'9'g4dte Edgy.. Fkbefy'maa 6inv a Drsa°tra!r ''.Xdtla41a11 Pals"w!ngdDul'th9nO',: XDr.. QX cy e7'Xi1 GCAfklJfallahll 12 9. Themna•Tnr fiber -Classic and SrroonLaier Ncrinm4w 80N3343tyAgy;YrptCagUlt Geared !2r'.1112a2a N, Yes Yea NA Caarmtslla Edge Prare sa boubla OdQ1w1h or rlXafldNkq (InR+tn�'s2taa'4img, XXcn DX7C() �rs2arratla,af 13 ni- Themti•Tru F9k - raid STic .1a NOmnadl gaornzaAgra:rR'rpaakMtvY%; GMzecT 12MI:2029 No Yea 'r"e8 NIA 6104od Cnptn C'anp"er Edge nbervrgda'Fa 30* Cesar ile.eirl'ou oro Y,u MR9.napes! 14 a. U.-I. Faber- sag tM gmucah. , N€srirpa 84MT8$ & r+X,5ny1.r5yrµlel; C. ad 12n1r2tl'i6 Nu "Mks Ybs tit i d OP. OamiHdaw Edge cbagaesa sees Dgcr with Gilead MOltad Opm sidwH.ira (11s',rtnl+Oubw! J: X0, Ox-OXa cos"drawers+ i5 a_1Aarno Tie Fiber-olusit and SmodhSfer Nminal aapk39 a 4gM:krPW&qncd, Glared 12r.l U11aN No levi YPs 1141A Mddvd OPan'Compc"ans Edg, Fatrr Ar,5'Dr Fk glair kith c4 MH "t u!, ("chard ntdd0.d 00" a:d.araa, tit slr!q'Ciu!a"a'drg:30r: a OXX0"t"guratlons) 16 P-ihkmm.Tm 5ta€.C�aasle end Snaft-Ear Nnrdnal $&113g;83W :' S1&O4ch opa-qUe '112MI12C26 Pb Yea Yss WA Cr4ryarta Fag! Flberg a . Ships Hoar - Molded Open Slddkars7 pnsr,InrAgrtsain& XO. OX or OXO codfigerall-I 17 q.. ThamsaTca Fiber-ClWic and SmcOat. Nit:ti°tnd aag3d.a aaYlct:at^faact,tqunu Opowr, 12rCi r'C2$ No Yes 'I'm WAI darasnero E1190 piba%nrat D%irdui Ir ,41,1, !x' a M.1 G aZ00 Moldarn Cpea sidaalaea irl�an9dkns'ayg: XX tY c�YL[O coMaguraailtlsS F1011ida De mint' 04 BUSin '^ & Professional plRerjula"i'➢cn ! a611r I M Building Godesand Starldolds 1tvzu1 Product Approval Application Detail 29t Dale Pelldlnkd a Aim. an 20YJ r s'T andAuiis Ion Rotawaad 1Aatnd -Da de &'_'CC-- CER 0al2tli--Dada Z1_0', - VAL llnremo 10.26202Y 1 V242020 Aw-d caesg6w 6tte-•lrr Li s ["1 485-000 01W 313:2500 3uacaNgpry: Video mark. OW Aeaem byes T 'akSal ,Fpgdkllg!y�4e,S Co nplk-11000 d' Ca-ua bikAl 164.11, d' LMm® Ian QuWdly Asserar" Amneved fm Moak Aennz,nd fa Lr kw% 2€fr1,90 EKIN Padua M_WW. XW*_eKCr Arxra RadualpreMlalrer r^er4rar[exryfarwl71.1_6swa WMm2 Dulx!m 541rRZ R�fStaM Ada g a0D.S570t1-ar9e Nrtale ir"al >A,,A stars Glass Odor Oktd202t Ym Y� Yes Wk March 6. 2023 A. required . #'.. #fi by Florida Statute553.842 and fFloridaAdministrative Code 9B please pro # ... the information and approvalnumberson a building components listed belowif they will be utilized on the construction project for which you are applying fbr a lCategory/Subcategory Manufacturer Product Descriplion ''Approval Number(s) Test Pressures IMMOTO EXMRIORrOOORS �1311m- 1 ra - =, f f r ww1 a _ -. '� 1 • '# : A0 J : 1m _Fiber -Classic IIIIII 8rw- Itlll lllltll r - Windows Series ', ,fira I�u lr:. pM 10 ` NI" IVy !M I:, 4 E.,.... Pella Corporation #� -.. - -- - - 'Wayne -Dalton ',w wr# ful i Series +/-3 N�Tw�" IeW-; o +34,41-38 .. - -. ar : . a - is -.... METAL: '. ,. ,�. -.' s t :.... -... ai -. >t Pairs Sina r . � � III -:.. N/A . I - - y SINGLE _ #. f ,_ -- - /. eta -. i - s0.0 - sf s e,e I Pella a #0 yy lluu as B.HORIZONTALora. MI Windows wl uW wlwl d i l l I N I p I uuwl Ida Iwl VI I I t l uWl al N II t I I I `: Corporation 'Series ._ 0 _.�.- U111111illis �t Pella Corporation : �. e ng INindow � ---.. NO - MI Windows and Doors- - a. " Ip M Ill. r l Series 5520 .r Iw X N 11111111 III r III I IIII II ,s•i :,Pella_ --, � • s o _ - r. Corporation -'. Series Flange : e-- g' Fixed I Window's and Doors e SeriesMI Series 5500 PANEL WALL Wi BuildingProd, JamiesHardie r i M _ _ _ '- 2 _ :Solid and Vented'Vinyll Soffit IL - Nit. +_.- - �..... Alpha Aluminum, Inc. zoolid and Vented Alum' Soffit +54.21 LOA IUD -■,��-■ 4. ROOFING PRODUCTS-,,,, A_ASP HA - i -LT B.R Roof)P-lygil.. wuss A = nc. f A as:lPOLYS;7rICK_TU MAX u u II C. ROOFING FASTENERS yOa: 'am VENTILATORS : ROOF -f # �.1 aComp, '_ Ridge # a Vents--. le- � # .a , Florida Metal f i## Products, .. alit :', I Illltl IN rN al', � - 1 N -.. I II I II III 111 NIIII I IIIIIY 011 IIII - N �.. r.: l t �. I a E. ROOFING REVIVE YYr r 1s. a„ • a. •" I � r, '. METAL ROOF Drexel Metals, Inc. OM 110ONS, IR DMC .; - 400S, DMC 5V _ /3112025 :5. SHUTTERS a : A. ST 'ar. PANELS _..- # f l Protection Products , f - Galvanized eStorm. Panels __.__ -.. _-__ - _- .5 0 Orr :-. # . --.. _.-NIA -... - -- _-_.. _.. _ _ _ All :: - an Shutters & Glass __ - _ - - : 4r , � as -, � . '.-: ' -.... '� �. as nels- • -- IIII I i. -... _ _ 4a # - '. Stan a . S COMPONENTS A_ WOOD CONNECTORS/ USP Structural (_-%.onn, ANCHORS ISImpson Strong -Tie ti. R' R -: _ _.. t -.- # `�... : Building Components ort. .ora.. a x Alpine Truss Plates _-._ • 'aa� R ee 1► f ', - IIII - ;:. C, ENGINEERED LUMBER Weyerhaeuser- - - __-_ -- Board, -r _ s 5 1 a. u#527.5 + _ y _ Corp. High Strength Untels, -Concrete, I' listed did not demonstratel'a vat at - plan raga �. i derstand that at the time of inspection of these products, the folio info elation must be �e products p �� � � � t � available to the inspector the sit ; 1 copy of the product approvall, -F--a C13 Florida oepartruent of Buscress a< Professional Regulation an7a d � (� (3)w -+ Building Carts and Standards rrx2 > v Product AWarl t Application Detail CD 2WA Dide2 rndino Deal(if T Vera n hLlnlatacfurer �e fi4e C l rwinttr6Ligense Val§daltd. By Y el�Ylt FWAMM al A p1v ,d � -•1�/ p�, (D RN"inian 2425 7hamla-Tn!%orpxvatwl Stew Jsspersan Lyndon F. SrllnidL P.E R,F~.n � ring. F.E 2 ID7r2312t72C1 7=l12iZ020 (1 1;�!2fr20 t4r1�h? Appar�� 5 W � .`t"a - Category: F o rzv Doors {800) 843.7628 PE-43409 lu'3) sJx,lplrson minnalnr 7S7-55f _ SubCatagoty: Smgirlg Fnterior Dix, Awtn,tbiea ton M V CO compliance MaAW FweBualon Report tw'om a mR Fiollll Sir Rragl&USed J%milr2e.'.1 or a LVcE,flt dIF kn'ddn Plote,asio Enrilneaa .0 ® 0 FL'92C4T-3 Products riull$YAF�'rar @Agitl f A-M=g for A= 21011 0 Meg 10 induct Mofn. Nombir or Name Ptnraat Dogarilili, n"a Fatb71a5 Data in HVt C)n oe HyHZ Resistant Rrnw.Im L � ®fir t a. Thlernla.Tru Fibm_C1'ssVc: and e'smoarll..otai Nommgl'6&0f r9 Moat lmpadd VOT OpRtW 12B IV'�".f1',22 To-" Yes "Has IWA aw, yur ,r^^s "•JCU -4- 4 61-- L 5„� Composite Cdge Fiberglas Singh Corr ,�•� '✓ 2 bThwrna-Tru Rittr-Cr"ic, and SIYaottSw (I.-W Ariaarei'ro; X configura$anl Nolnmal$ti#.aa3 Rquot:l'mpacagsot amue tW1022 'YC5 Yes Yes WA � � Composite E Fiberglass single Doorwith /1 1 �y L adelil (I'Mmirgoulswing. XQ, OX or OXO ♦fn crtmtlguratams) y,r� ('� b aritalara.Truw " lassEcand dtit-Scaf NomfnalsB 'dggwtlrnpaca q OloNtlex ImIrIOX 'fors 'Van Yoe NVA !E � 1-i-'-- lu camp:dlitl FOGG Fi"Iase DOuW Door w it1 w �•y 14{dllaut $rLtl Has (]niomkaglOu naing; %X cr OX,1(n:r .S id WJ J coMtyuradons) 4 d. Therma-Tru Proar-CMaslo and- " tN_�tar Nominal&S#1Mt dicuotirripact1krIwar Opaque ID3.1 r2022 Yeas Yea Yea N!A Composite € Fitcrglass 3ingUc Door pnswnpfOurwarg; X configurat n) 5 e- Thn.na=Tru Rber.Chcs'rc and I rsasoth.Stw Nominal 8& ;L1 uotI.pad2gr t Opaque t2J81r= Yes Yes Yes WA - Comp.uiteEdge r9birglaaa smuw Ibuo,with deal➢s$ ➢lnasaal+Coutlwnnyl, )Q. 0 , or OXX0 Confiriuratllona ) 6 t'. Tlheirr!a-•Fr€+-1tiar.+G'tsslsk'. and Sr=M-Star NOMMAI ti&gc",d 94uOtftPAct&qUVt CIPIKI 4t tW31r'2,C{24 'Ye''m "N' ''ia? hYrAt vmnp 1 £dp)a Fltrolglass DN -! srnrtl'or Ye4hout Sidali (➢rwri.94urlrwintr XX or OXXO conhguretwo 7 g. Thikltna-Tn! Rh6f CdcslC and EmadIM-5t2r Nominal "asi 'B &quot i mpQemquoi Glazed I mi Y�. YeQ Yes WA F! 'CarnpaMLe hargdaas Sine -Chnr 1➢nsrosng004lnni q„ X rgtntrgeimtionD (1 I )! -r � r k� T�ht*rnla 11 ru Four .Yta,;lm alld4'nexotC'-S'Msr i, r!a k�iarcnM9aaR ��rsdik a+rc'sl. rm xa. Irrri. � aa,'.rrt i';'"J31# Yoe Y'o_ Y os Y��V7. A Campaatkt F Fiberglass arng Door reth gckei'ta{s) dr rrgiOutaw%ng; Xt), USX or 0X0 curitiyandions) 9 iTherlre-TruF =-fuss and S;rvnsF[`T at NrNnmal4 Sdgvstfmpaca&goof Oraaed IW1r; Y__ Yes Yes WA C,Dmp*We Edge Fibinglass• Oft till Door •-Mt!'r or idtnout Sidellks (Irrsmingoc!4 mrig; XX or OXXQ ocrifigarladons) 1 1() II. TIMiernwTru Flow.'CLiaulc and Non!IRal M00.0 ila jcdV n"rclpwr c&qunt Glazed ' 215142d';t;7' yes Yea )lraeWA 'con!pgsne E','17e Fdxrrglatar &rile Oioor (InswrvgfdDuka'a+ing;, X canfguraOaurY I lc Tlmarm-Tru Fkw.Cldasle and Ssrx•!Oth"Star Nom!m l 8&'a O aquoe!nva[tSqu62 Glazed 12J3ir2022 Yes Y� Yes WA co.postte.Edgga =r`herglase Single DOW'm %&A t, (si {iaswmgrUatsw+np; )* OX or OXO %rf,QUraaXms) 12 d. Therrem-Tru rider -Classic and it sar Nominal S -3 &q xttIrn;ta4&Wo dazed i9"mr'r„:11,I;ri3,w Y.._ "I"Or k'ers TWA r ofti masil8'Fc€yJl F!r!ae,+ 19:m Double Door Ardri ue wrtnout rwrttOkita>',ktsJy»vrag.7'ci.t%wtm XX or f?XMO con11g U9atto"O f3 rn. Thernra.Tru=in*F_ kWssic and -:- rih-54,2f rBdminal Es3`#3$,$2 .r Ir .gu---paqul IZOV .M Yea Yc Yes VA C.omposhe EGga F rglass Sngle Door ': M &quoi;Nco rrpa quota Skfeltf ! iin"rW0u4a XOr OX a, OXOr urebtins) 14 P. ThdarHr T.ru Fber-Clasaia and Sri in,,Star Nominol 69430,,S a uatirnpact ot, Oardiren 12ry�t ZO.12 Y'a:, Yeas yea PJA Composite Eeae rZrroghl'ss Donnie Dear With &quotNion•tnpauS iuct: Sidalltrrs (InswirgVlC,tulsrawi!4g; OXXO confagumC»nD 15 0 TIherrr a-Tru E 6cr-Clamr and Sminoth-8trdr Nominal 8Er#W P gwUnpact6quort Opaque i•'J IM4 Y04 Yrs 'Y•o$ PIA Composite Edge, FRrarylai;&, Single O uwkh &quoe,No!r­iHVaa&quot; Sdelat a! l ! nawi .Our � XD OX ar DXD eua!f uradan.s t ng J 1 6 Tr r-i..- .' .a.. n .. r P TF!erm4 u ram'-s.las»!c >a7t-&C3 N nM J os �r o n21 $E,4'S ua" ., ir$u:C �I-� -p'a9 r r`!.�! 12 rtl, �.(...... Vas. Ye Y as hWA C-JRPOsae E Prrepglails hXroki Dmr yleh $quot•Nd'r9rt%3ae#Squot; Slaeltt� (Ilisatti!,g!'r„Xrlsydllg; OxXO awnFguraUon} 17 €trier -Classic sM Ssrsoofln-Star Nnmireal9RAF oLNort-r •s.�t_Opaqua 1213tr20"..2 Yes 5"ea No We, Comp08be fag€ - tr tf411a3 Stngw Door III n sA ng IC q tikwW, X corlflguraao lJ I rTherrra-TruFiloa••ClaslwiCandSmooth-Star Nomin:ali38r#39;d5rgaxutNon:4mp ,Qpaqua 12MI12022 Yes Y15 No NWA Comprian. Ed11t Firrtrglaas Single Dow rwrlh sideli a s) p1r1a1AtngdrJ{atewMng; KO, OR or cv,XO configurations) 19 r•, Thetma-Tru Fiber -Classic and Smooth -Saar Idorninal88.'E 3;$&quut;Non lmpract ryewC Opaque 1213482m Yes Yes No WA compove £die FRlargl3ae DSaenle, Door WIh or without SlakedlespromingfOutForrigXX or OXXQ ca1,4waaon 26 t. Thernma•Tru F&e,-CnrzEaz and SmxrXh-3tar Nominal 3�fo &tl ct Non4m Opaque 1213U= Ye:f yes. NO NA COm'.posdo Ewa Firaer9laas Single Door it ri-m. r Qal».r:.an+h urauR� m X9 21 u.'flteama Tru Fiber-Glaesic and SlYihStar Nominnl9&'W�`,==ss•ry. tetrt;;?&orr�Vmp`�?. �,el�i`, K:flpaque tl„';I"i1iY.'"'„r V"_ 'yra No NPA t"..dmposde ��- €rre glass �Single Cesar a,#1t! SadeUtoW na%winy0titswimfl, XD, DX 6r OXO rnnfrnurate" 22 r. The,-:-,- ' nnar1-1-mand S6r Nominal Sit ,f r €.4uathAati IrTg 3Wot; OP.9- 12l iP3il22 Yta. Ye-s No WA rsommposlte Edge F-,twills Dormmet Door Win or vAboat Siderwe ptrrtw!tivgfQUCawing; YaCa DX)t.0' corfturid onsi 2$ w. Tlyrrme-Tim Fpb..r•Gleaslcand h-Star Nominal SUMS WwotNon.I nfmFtSquot Glazed 12k3T= Yes If NO WA Composts &OR Fibi r) l"5 S1gta ( or (�naKi7 fC7tll ti ty X0ofl{I)u"dion) 24 c Therma-Tru Fiber -Classic and S ixxh-Star Nominal 8&k338 &quotNorallmsactf crl; Glazed 12/31/75 2? Yet Yes N1<+ WA Compgrrta Edge Fiberglass 5bake Door wah acw a nsawi e,�nrmg; �O CO"Num4ons] 2.5 y.'rhemla•"rru Fitmr=Ougas'ro moat SrrWW r Nominal 6& :S&'quotNloa.Irripinvaquot GIrMno '12'r3112021I'. Yes. "rtN has NIA composite s Fiberglass, cauble, war win ar Wthoit Sdellt€s flnm rn;/Oul .g; .x OKXQ cz nfyurafiorml 26 m Thermo-Tn! F[be,'CUsirc and S, +.F.- .ar Nomnal 8&43 ;D u6kNcn_Jr guoi; Glazed 12131,2D22 Yes Yes NO NIA Composite Edge Rbargll:d SOVe Odor (k€rsrtargprDul€ ; X vonfiguralilx) V za7Dltmasl-7fw. c irr,4-G1a!sauoareb$rrr_xldl-.;kar NomlmM N d I $&#_O squat. kat rr1;T.dquoi, G axlsd : ri'TI" "` 12.1 rira.a 'Y 8F '_ Y'da WA Composts Edl Fbangllaas SNIe Daotwth deOTc"[s}. lrla>aar rltsnwmgn XO CXX_Or0X3 oon It fig Ong) ] 28 ztr. Thelma -firs =-UTassrc and .Sr-:.Xi1 'tar Nominal '&a :D 3'qu0'ih r9rrgaavl2 oat Glazed 12"31t2Q22 Yes Yes Rb NIA Compost. Edge Fibelpla8s Doubt Door wth a YnthOat Salelvtes ti-eing[Cute«m8; XXcx OXXO connguatiorla➢ Florid Department of Baseness & ProlEssionaD Re;guistion Pail Building Fries and StandardE IFIES) I Product Approval Application Dell PP PPp .no Vir al Review Assist, Inc MEN Ma gladpna 2lli ip gt 3tiaaa.a Vaadalordsi Era ReLft"M t s R ew completed and ap roved r-silo 2020 W MAlndraw At!r DO.$ Edaltr lcxs orient 311w"Loa Rcoed tE , P5-$2„¢ :<:ar9 L". P£ ,>,,>.t�, 10,V&20aioxr5o20 dallD2o 1n�P24 f o"Wlie a with the 2020 FB EditionCalegay: "Cat ardingE Door Aaemlolies e�m a by era Anne Klahr PX23 0 Compliance alrHhod Evaluator, r, Rap;n Ca Road. R slamo Ardift9 ora Ucanaca Fladdr r A Prorrr,afanrJl LxRparlia. UA15302.rn8 ndrads Quality Assuracei Acwowd for Use Aa FWM For Use t[ ew t .rpegg rharne PaMwt Description carow Emtuda1mat. In HYrZ oUtsd6]NML .Re_dslant. free 1 SERIES 420AtUMINUU SW S€RIES 428 ALUMINUM SGD OXC. InI12M4 No Yes NO NIA 14&3443gto4XWgWf NON REINFORCED SERIES 42o WtUMItdiHl Soo SERIES 420,ALUMINUM,$^,D lfy'ru.,:.,'q.XX 17d 31.1'2M4 No 'Yes No NIA 86'A,gadl„a'BGd!x N!lta•RF;XNFORr_IED 3 SERIES 42a'AIUMINUM SM REINFORCED SERIES 420ALU81:htlM WD RIUMFORC6D DXb 1s^J;.1IIM4 t;. Yea No NIA 14S186aut#: e -}FRIES 420AIUMINUM 53D REINFORCED SERIESIES 420 e20 AW MrRUM &3D REelFvkCED'JX. 1213712a21 NO 'Ye"Ito NJA Xp, XX 965qudr&4sM: 5 SERIES 420 rJM:HuM 6GO RONFORrE] a£ RIE5420 At MIND M GGD REINFO 'E©XXX IZGI*0'24 Hta Yes W_r N/P, 143&gwt: 96&qad_ Florida Department of BuirIneess & Professional RerglrWonl Pg. I dr. PkAdin®Codes and Standercls IPA 21 Product Approval Applica�n [#fait IV" y4rakalW mlternrr4r &1IDAwea a 1.1"Aae Filg anoemval R"alan &tmt fNayna thkon. s•ienar, d0-1-d Caor thayne P!d•ne John E. ader. >o PArnrl ,P.E.. 16MM20 0123i2D20 111rWD20 12flem2o Apprrouad Owporstvm [SAD) M4121 PE-51737 (9047112t-5200 Category: E,Wa Lira ok.arnl5hQwayna- rWr c esd cubas.w. S-M-M Exlaxa a-A.-ftds compliance Marbuda".aim. Rw tf-a Hands Raglikt:ad Aryraagta q I.IC'0e15k4 1`1044& Promessmal Ert:dtteer P Lf624'3:�2g.Pra lh A1,}�mm AmvYta as hill Amravadr�ura AIMIA PrMtx.1 Motlel. Pham# pt Mama peo0lxl Oiai1r0r1rat. Cuaradl En1lmd,lom Dana In HvMZ ouPrlom 14y9ai Pt4 lt'3 A .� 105 8DTg1810aA$iDD tl1 � Wn; Mars wkEh 101#94 Met height. -sin � � C4a g 17f,91�m.,Rw m'2S No 'Fes Yt1 i31,0DF35.aD a'detableln LSO grir40antdidllu 0eder, 10 SOON, 1644w,, Max h" 144M.. WX 40 il. Gaang i W312('l2 "!" , 5 tar 'ra: tar *3D.t7[1M33.50 yyagat+lasin i� 9(dldbaTKddite aacIIbn. 11 BDDD, I&OX20D#1124 16"Sa-Mu slah-14W9,.. Niathcourx'rl.aany 12131/2023 N6 YM Yft -4.40F30.30 ir,aiatN In lop or k <rmmed€eta sedda Florida Department of Business &r Profesalona[ Regulaidon Building Cozies and Standard Product Approval Application Detail r t N7 r.^Sl;IP-21 5..4 ttrnar or 1243 Dee Ojai rvratm erarrnrwwolr cgtaz JEnj$^=a''6kM,m e. Mount 21111SUM MUMMA All Sol R", n" �.. li. RaaYa{gn i2D..0 K:IprhSa gVWtllarl dW ArvAt �".9, Inc, ii� rW ' Tp111 PI,k9dWA Ud„I,.tl... %nYY EtOp. P.E', 1iJ10C,020 1ZO.1r20.a.D 112,i:"JfwCl2c' WY Cale{1!xy E'r1aW€" W)C4Ya tar41!494"2H9$ caoa➢dl'r°CCffi'a "CATODOPP, ExlHla Da'X Ccsrir,a,HMs axm. b"Qassestlay-ro CWVIIWrte IIM!hadt CrA&AdOo Mir& tr _81ho !'n r La1122111 Faaduda Ban N Prrmtlpt A'lallai /aamda ar Nomw Rrvxalcl'. CasurMaidn O:aYrawk E'znkallun l3:gp. 2911111I. arkg ESIAM Emma �Ft1,r, "ao'r:, 721" Fi?r Fir767, 1r r arld 84Y Sin.mc end P.ks,41 F14 sh, C-aeead, and La ,tired singl. in'; p=`d.3 r€ 1^JSttr t2a Vas Yks. "Pas NrA Doors Haller rlwtal d Florida Departrnent of Business & Professlanal Regulation Building Codes and Standar Product Approval Application Data€l Paps1 ez 1 Cade 6MN or .. Dam Data, Pr ran _ Gib - jyyg Aliaufacberrr CffAJd Lessas"I'M_ Vatadated Be validated Salannillaal FRC Aawmmi ena Rslon 2UN MI vmndcwa am rloxs Brent vilinger AAWIMA Arthittdural 314,tm M. Udch PE e1117.M71I, 11117rA20 11a-112g2Oi Rpprontd Category. an,Ja rTV)363-3wa whruulactunersp-abn 011 %17•0464 s,* cakarlaor Urn" Rang rather, dgpomawd.laoml Compliame Ilib eod1 CtrNkallah IW ni, It Ligng lhxaflt At - A!aaatal fza- tlse Atrrv'tmzg=`+Y ram'- - 8sa 9 Product Meet rAarrbwor Name predgO Oesairtlon COagyatt Emnitlbn Rgo in Ilyp 204! R"Isl ! Pt. am 2 185 SH 5202 Fen.!Flnnre Frimt IGrS .' Snglo thug 1 fllDDll Nos Vas No _0`1A Laminged Gloss � lu t SHEET NO. PA 1.0 4--i (1) = I Florida Department of Business Professional Regulation pageon,19 Flonds Department & Rtniness 8 Profer,storial Regulation F-4.1 0 � I Florida Deportruent of Susires5 & Professional Regulation Near, ,I 041 Florldia Copartrri&rrt of Businiass 9 Profiossior& Regulation ft"I'Ati - M a) -0 > I "*-- 0 Building Codes and Signals Ws IrU_10'22 BuildingCodes and Standards I&Z"?" Building Cocies and Standards i Wfol Sukdng Codes and Standards us=1 = = � (D 0 0 _0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail %-- L_ = � - I - - I 0 - ; : I I � % I I I I I I I , . I - I 11 . ,ill I ALot 9 I � � ­ - : :: L��_ I .1 � - � I � : : : � � I : � I : � I � I , ; i , , I , r, , : I-— : ­ I , I � � I . "I . � I", � I ... . I I . - I - : � -T - ir: : � i: li ": : �4:i � :: :�� ., - I i � - : :: . , � "I :l : � : , , I .� � , I -��__- � �: :'� � ' _� � ' � �'::!;'1:::: i : - : � � ­1­1 . . I . , .. _" , � � I - � . . . - 11 ­ I I 11 I I . I . I -, - ­ I I I I - C) 0 (D - L-- 9= MQ E.VOW I � I I I I Mumm � I � � - " - 1 I . I 11 � � 11 ' � . I 1, . '4" ­ � � . 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" - M (3) R-WaR 2020 Thar -T-Corp 000kiier, 31roe jo.p­ Ly Rd.R R S&.& P E Repo J Kiror P E 10$Wr�021 3911MMI I am 3=1 V21151=1 App-ord Tom VKS"l "tritael &..*.h --a Ulnae - Y-Vith,11- . _& Velld4od W_ ALKRF total marraviod aLlsy T­ la-laor, Y K.'erretutt- (urtille-1 "'it voftqd ft WM40 s�zmtmd FK kittroista AD MVA _TM yamm Napoignuria CQVAV a Liam Mdatad W yawillad kftmg liscrimmytig Aom Solo"I (1) M 0 V , a) 1 Oatogorf EKWriur Dvdilt (800) W-7628 PE43400 i'" 3'1767-66'-�5 AffcMk* ZID-10 PGT Indurmnes jens R.-do leeffVD.ije RCCO cor rAITT&O."e, ec'-'O - --,L 1 W5170271 11AN-13:1 41TV-N2V Aw""'d - Fev_ """ W difa�$ "d "ou'. larrt�ahfter Arooile. Arlml�LWW 1,4-t, hR Ui4t' PF ION"W70ors urrifi"Ztou 1 W I 5-4 7Q Aurfee,ed pem� =20 lAi Iterid-tuid 0- Arentstl"gor AaR.d.r, �.hl.d..' 81- hill Urter,, PF I MZ'2020 111WOM 11 2AM1.10 voir-el . - Slubildideacry: Swkgeni Exterier Door Assemble* sjtMqRerodrl@the;endru_�o rtawgow_"to'� ik,'l �Ool)4$6,41100 61$,,� i'f5-21W; car'Oprer: wnd:ow� m;r�:rffl-aaatt V.,"'to.1,"roi A-10- t�'117� I i 1.6454 Csiogixy-. Whilows 4717) 306.3wo itharulichi- Ara-tro. (11 n�1�7-8454 b'ftingW'G.ieo._ Compliance Medical: Evaluation Report from a Or fluccotto-'r 5,44 Hu,,ii i 14*90`010p0000lwlva �u Suor4rtidoutr HoMmeW Slide bNWp.varrrRrnd.­R SkaaZatogaila Axed cottiall.t. Alleged, cortifir,iteren Nark w Wring (D -0 0 -0 Floriol, Registered Architect of a licensed Florida C-Milarrom Method: C,41-rior Me,* nr� luhorq VM ConVilieut elchrod, Carlow,liorn Nark � LKI.Inj C_ 0 - -0 Pr6feser*read Engineer FLOMA24 hilia- L_ - 2 = (3) FLygoilejonz P3AM gldagx_�'! AwAgnalLgr duilatalad-film.11 kpmo�- Realm I 999gy-fiddslFwal &Xettehaff-Mid! &RUMMILIr-M maw 999wa DuAllelAiMucso. 620190LIgLuft 620:11001112LILIA knoulal glelial: 0 0- = r ftmlur�q ftow pituawds re AW ft MAU11111W-K&W aWWSLkA9k*j) &OA1 psixilate"j;d1d; W.d&4 Qublift-Im figelal" easalre: = -2 2ii agannge 4g�lvvladiterufi 4ggxLYAWZ,aja I multi UU1010 4da I 1naA�Ad.xiiflgml9L)lgalit PIRMS1219who Qwlv'ird� LIM AlAssalit 'MY "M 2AMAL-INY1 Yam isldnew Iasi esAyflicitilifte ��' "!= -- 9WAWISlugglall" t= 2&BN.:= all,kagsit enisturs 1 185PW 73. 72 Iftee"ted GJ"% W34023 No Y_ No .VY40 0 LL - SM* Product Nods, Number or Ratio re"adimt 0610dweart �Q�� kL:LV_W outside HVHZ hmistaral Pressure 2 aR%W �L­ Wei. depart) a'Oo "Ll Vend- air�O'X­-' Ve' ye,s W_� I ,Ill.- ?3�� r.-rdird id.- 02JM"241 Ho Y_ W .55,15" = - (Z % I (Z I 9, TherinaTru Filot-Umm4c and Sinootl -$iar N.minal U039. 8 AtructrNon-1 Mo-ftuid. OPAALLV 12nilm N. Yes Rb NIA k-) M � > C.AtisrRift Edge Fkaglass Sill9k, 1� I 0 0 o Rwe'stfou tw n V: X M n fl a U rd tnn"� .U) 2 b. Thor�,Irru i"Hor-Claiiiii, and Smooth-Stv Nernina L M#*, 0 &qWt, NOR- I rnparPtololOt Opaque, 12trV202P No Yea Y'k.' NIA I S_ Comprosdie Er4o Roorglaid Shi liiar Door With Sidelthids) risiMOVOLLooltv XQ, QX or QXO LI) (1) LZ 1 CL (I ..ofig.od.n.) . •'0 M 3 oirlariong.TrurtAw-�lmleartogronare,Star NOMMIS&139�8&q.,ca�Non-lr%--7oK4WOtOpaqu- -12!3112022 ru`Q yers NO NIA = 'R ! 0- Fiberglass Comp* s" Edge DW Door .Ath or . I- C= U) <11C Yrdlotto SCIAlli WIL (I nPillrer0w iniki rio; XY, ,rf O)W) -0 . �feuridWs) 4 d. TiatiopoTru rbet,--clarslo and S,rioulthr%,ir Nomlmi7,&#*,D&quO,N,�A-1�rgm.t&q.otO;mque 1=1`1^022 N" Yid, *1 NIA Corriptilatte, Edge Fiberillows Slingle, Door (lorolreglOutwoonigXcontriguration) 5 & Thentra,Tnu FlIter-Elassic And Smooth-Stef Nominal 191139r.0 &q= Non-IneriiiWilriant; Opaque 17t,911=2 no Yes Nku NIA Composite Edge rteqiiaw Single Door with Fm SldeiWej (InswirreOutsedall, XOr 01Y, or QXO . i ooriliounarbolial a [ Thenlid-TrU Fillier-Classic *red Sor*M-Slaer Norshal B&om;o&qkim��o�i.p-,Asrquc,t,opaq.. 120WO.Y2 11L. Yea No RHA Florida Department a-' Business & Professional Regula-tior ram; al Florida Depaitragant of Bustroess & Professional Regulation P.P, Ki Florida Departmeond: of Business & Professional Regulation P'e, I a I Composille Edge Rienlaar; Sln9!e Door Building Codes arid Standards 1.5r.7K 1 Building Codas and Staralards 1=21 Building Codes wind Standards, 15=1 (tivinongtoLlworm X ourlizuratio"f) 7 g. Tboon-w7m: Fiber -Classic and Grinouti-gWr Nominal Mmo &qWW4qn,lurrF%PWulWv, opepi 12131PX22 "IiQ Yore, No TIM C'OtijoaRolo Edle FlbarrolonaL ',ij�jge DoorYwLh PrOditict ApproVal Application DeW Product A ppr*V%l Applie abrue Detail Product Appirovall Applicattion Detall sidefile(s) (l nsLornQK)_"'Ang' X0, Oxor OXO - - - - - - - - - - __ - - - - - I . I - - - - I . - - I - I I --- I --- �__ � --- - - ; - - �� E coodiguraborns) E It Thearra,7ru Flow Claae� and -_Treoqrh-$W Norninal S&M,O iliquettlNort4orpaotiSquot: Opaque 12-131=2 lou vee, No. �,IFA - _. __ __ ____ - --- - - - I - - I - - I NVAND-an I - � - I � -_ I - ­ - I I I - I I - I I I I I � I I I 11 , � - " - 1 4 r. __ - - - ___ , __ , - - , - - , . � --- -.1 - -1 - ­ � : . - � - , IT 11 I - I � I 11 ­ I I .11 " � 1, 1 .17, 1 , . --;- �: 4 - I . � I . I , _ �r­ . � 1, 11 - �. .11 ­ .11 . I- " I 1: ­ � : I : , I � ", �13 � � -1 - I I. . I ­ � .. ­ '� ... , .t ' 111. I � . 11 ,. - 1. 1-11. I � ; � 1. 1. 11 . - - ­ � I " , jj:.:�'' . ' _ , 1 � 1, � - - � _:: � ,:: � �_:!' .1.1 - � :1 i ; ­;:, . ..' I �­ 1 I I �!�:�..' I 11 I ,. . Ct"p,00,1110, Edgar Oaublb 06W oLfth or _____ ___ Quir - ___ � --- __ --- __ - kallbLa, let 2011. ada.bad= a& Q!agr kuliqXRE DWA aea - QU.ZLQSEWA -_ Rda � � - 1. S�= � __. - . -_ � - I , , � .1 ", I I I M= � � . 1. . � �.. an 20 RALMagula go 11 4 'Ah" latial"s, tldar'MN'roidsoirq� XX or OXX0 � r Maugaidivior cimatiod P&glisdr & Lialim Nangrotdd ley YoUrld P DO An MYTA Amy,ad Star- Yam rZArrutz lialillculi 6LIM x9dalrd Valaidd 2ldliaigsd fji�� A,- TV- KdaffaMfor 000160 E"dk�w a utroormt yAmb#d air vokidgilid &M111ol FBC AMPAM Ablegrod am mehigurateds) := kialalp I -%a &VAdlium A a, 11" I 91 C Therina-7 rot Fiber-Classavr and saxictle-Saxi, Nominal 6&M;8 &quotNoRr4mpaoSLqvX Giazed 12arlt= lob Yu No WA AA.-IrAft :k) '%g PG­rlmd,votr jeng Resoovo M.no-Eutjo KC 0 - LER Mi-tradLe 3CC0 - VA!, 1 I XV-d2r.23 11A 20 ltfltm2o A-m-1 11,oJeLair 2121 set Ill I I oe,1 I I I iii-I 11Ou Silliew 1.vil R Leo,&s. -E rote�. U. MO. FE I CICR M-2t) I nloscom ICV1912DM 12MR12020 App-d Affareralm 3D2-q PIST indue,ines In, Ras Whirod-0.6e OCCO- CaR marro'n.deacco-VAL 1 14(uMM113 I Ift "-20 11LAV2020 ADC40W Comitimift Edge Filaarglass. Single Dcor cat.gcay� --d,,_ ,- W � 48 6 1W It _- 17 _15-1590 ck.j.y Woo- (71 7) 36!�-3vv, PE-ml - k7l?)377-5*54 Cattigety. lAurd- (9141),u)"Ill', (?Ss)3i5-2W (lrW4rWOuWNv'Q� X oon1j;uniMiri'll solec.t.4-F- F-d _o7100P'Arrwarrl*ac � &&dfaq.tYT WI., osirroverou-mr,rd.4orn eiribcatagarer. Wfl- ]KOMMkiftricroluslocs C in ). Trarrna-Tru Fiber -Clan dc" SmwM--Ur Norneenal SU32,8 &quottian-finpatel8oituot, Glazed 11,31MI, tin Yet, W, NI'A ca Puoma flrofflrr-d; ce,"11,411- Wit v L"fing 'IT, CoRip1wroo Moduritt EvOirldion tenor r.rn R CaRVII-firelhim! retill.h. hia,k � LMh,g W OarraosdoEdpe Fr"uns EiLroiat Cooil,Ato F1.6% Rogov.d.-+�r.n �tx 6-ol Flood, Sideila(a) [M5owg0rAJ16VYlr1a,XQ aIX or 0XID Liek4LAM-mliat U, I prlkt�zweij FV'a'.. Urd-luft9a" 11 k Theorra-Tru, Filier-04acelao and SrmailYl-iller ationfiquirations) Norrinal 6&#3R;6 fttoeart,l�;Mpu,_-�cur,r Glazed 1 _Ini r2lm 1110 yes W WA Quailtv Assurpriaer &-.gadlud 1. jillit Angailalua ges Mae-- WaikkAltmanines Antergood tow U- A-,Q,W r. It" blamed. 2c7m Z Ournporift Edge fteergliase Cvuble, Door -fth or 1W NW-m Redd. Nudior or HM Produal Dearoriodatin coocrad Eni'Aum care kLHYHZ WSW &-mead h13--ra it" produlim2mmoartifformigle proo,ict Vescradoin con"d INALA)M 03 111M.YK 2AMAIWZ MAW Elligna WIMMP "flue. (firoa'ir'2jQuterOn9� AX Of OAKO $ P�N-5120e firripa,,t) %" MWA'4­ 0 4 Isr" ro Y_ NIA glaitualLmm agwRsuw-LLIA 60119nd M go billifil QLIM I Mullon 9 Im Ni Donti, arrill Wridolry Aluminum Mullions 0IMNILMX1.16 liog lir-i Yet WA riatorgruir0orai U911.1 Za4alulltaileLliuni'lialaw.ftma, Riagaal Nasuctsuo �Qglusa Lftlitaje� not ol UNI all palligaill Causure I,, L Tivirno-Tru Fiber-0assoand$rwell-Star Nominal 40i Aq4#t4on-1rniAsO*u4 GCueal 12111= No Yes rk? riiiA 2 575A 'W"n'.1'Nun-wn Muir" 1 7,.�l (�Ln. 4 NO Yea Y�e NJA Ourrippitia: Edge NIM:rgliate Sing ro cog, (Ims'AntiloviesoaWgi -1 rorthlivattiorkir 13 OLTU­ -T.Fil1e,-f--.isitand S.-�th-St., Na -al 7&#Mc &q.at,N.,l.p-t&q,.et Gl--,d 12311120W I'd. yes N. WA Composite, Edge F-i"lase. Singes Door Mini eulehorf,vii ilniarnure;Crirt"Rtg„ M, 0Xor0X0 ! I ponfiguirra6r,M) 14 A Thistria.Tril Flbatr-Carese and SrYntior.Steer Norrairew 81Mc&qV;atlN*T'-,i.P*d5qu&' Gelded 125112022 No Yea No 14A Z C.ion poaft Edge I'lla"Ates Single Door firmownwou"; x mrsiguration) � 15 o. Thenria-7r. Film -Classic and Stroode-.13tar Norntom 8&#:igr0&qvotNdrwnrpRr:mqrL*; Glued Imli2cr.1.1 NO yda No NiA Carripcisvet Edge Fitairldess 8nngO Drent with . 56deltwitir) f1risiming,10.0mma; XQ. 04,1,w 0X0 Florout cepartmers of Business & Protesetorral Regulation F__ I 'F4 i Florida Department of Busireess & Professional Regulation FN-- 2 Re 2 Florida Departridant of Business & Profess ant Regulation Reire3olit is p, ThererwTru Fiteoar-C6%sic and Snriloth-Star configurations) Nominal amgio squottiort-impicaquot: Glazed Imirm No yeri NO Nif, Building Codes .m Standards i ffio_e i i Rulding Codas and Standards la�ll Suldmi; Cordes anci Standards 30=1 Corrintrusite Edge Fdatograila, DOulub DO-Ath or Yw#xut Sidelile-s finsionleg,tOutswrig; XX or O)KX0 FrodUctApprWal APPOICallon Detail � Proaml:Appriaval Application Detill Product Approntral Appifitualion Detail aunliguraborail ____ - - 17 q. Th.o-wTry Fibw-Chmic and Stressitin-Mar Ketoond 0&039:8 lkivattAar­4Otodraq.c� Opw.0 I I 11 P11 w2i No Yet No TOA I -, ­ - � - - , - 7- - 11 I I - . � - i - .� '; ­­ I :11 ��' aLanslaziA '' , �, � - - - - - - - - . I - I W=W - -- - - I - . I - - I - I - - I I campoane rdil lelberglass Single Dool'ith _r 11 'r i "aw- -_ . .. � - 11 I . , - -_ 11 � I ---- ­­ __ - ___ I - . - � � - � � I I � - I � - - I -- I - . � I __ -, ____ - ___ __ ­ ___ - _ ­ . r ­ � __- ,_ 1­11 I . � - -- _F - . , - I - - I ­ - . . ____ , , . I.. � , : ___ - -.1--, ��;' , __ -. _­ I 11 _ - �� Transistor (Inswititfouirsveng, O/X oanfigutabon) - _ . - . - I - I - - __ - - - I - I I I I - - - I --- r __ I - I � - - - - I- _­ � � - - , I - - : 11 ­1 - - I I _ , I '�­ , . I I I "I is r Tirterrina-Tru Fiber-r-lossioamel Sneoatii,Stax Norninal 6409;6 41,quottlon-1 nRpwAqkxr. Opaque i2ASIM22 b-it, Yes W '41A M Pffui Dart burden kilo S-20h. MW 2" RMI Wlt em" me SX& Qtf= ima 291 QW-ft'llim, 14* C-poeu* Edge Fiberglass Single obo, �wth TV= yeaw mmallislum U ragwok Y211W.Ed. m9agmu rRu margual _8211aw Qami I izaa MR= HILMENIum f"AAA &Ug31AAuAJ,QwdL ealuAlffiLlik yguldw 1111131ttaA �W.AWUA)�d aeamlad R&M, mEgE drIaze NA1111911M uwbgl RIM= A 1612M ZOWS1111 21&MEU twiltagdam Aflareved sAU& Sd.34e(* And T­4o. il-egQvia-ing: 0PAcir Mx old( r d(OX0 codegurational ltaos;. 2M Janos Hirta, Bukfing Prailulo. !Mo. I!hlr'dDUOD V_A'droWTarr Jahn $xli,nrd, F, E. OiXsrm IV144020 0I-twT021 dt�PeCApl,., ,,tuL,k,r, Z­-20 AWO, ni,k Thorni- L %re a.- r � . or � P. C'- Ry- J tons, P,E 11":I I �'Wr�' 1 02"I WiCUT OZQZ2021 001==l -OP10-4 Aruvoirrnn "ool OAF WrOgel Strait flunvagominer, Jorm W, Knuwartai, FE 121114P2027 m=rM22 1112MG22 9210712023 App-ed Ip 0 lr�_,_mlriu F-Idoi-Cr_'. and Snirtooth-Star Norreirral 66AM's gquctwon-i.vacw.qL,ot opeurue 1213112rY4 No yes K" WA craegarit Pared Walt ,Wgi$45-8360 re-SW2 1a5")`,"-Z!P.6 I C4.aer' Pat 61 Vhk e33r,)SZ;-Z1La9 PE-434*j 'B131 797 05i'n cowelove, A-4,g two) 760�tt PE-168 0054) Fn-6224 Comporifter Edge Fiberglass Stripe Pron, oath subcal4w,W. Sara 0.4diera.0-4-1i $,&,C_A%R;ry-. 5,Aft nih-R­Rft_.d.do­ SubCattarity, A%*,tIShringle, 'traeragaff.- mi sme1w.) ll-.993.1veeng XC' Ox - OXO CorMllanto Sollhod: Erali,4& Ritrevrr *Oala - c'-pil- 111.4hro- =vuouuiaa rlrp3_ trao, , Covaillarvit Whatill EWMIM Report Irm % CeMArniusurs Head And SIN conliplednes) Monde Rove -Nomad Andidect a, a Licensed FiIxtoo it 4. R;oj,Llr­'-,�rH11`i no, Li-" Fi,i,, Roilda R.0fidsodAnliffird V. Liftiriad Plorim 20 t, 7'lh#-,-V* Tru FibVI'lintakt AM Sorrooth-StOr Nornasir sas'di "uart-iriort-inipatelani inroaque 1�13141=2 No I'm$ NO W/A lerreft-km4 Crginain � "'unselood E�W­ Prol-kned ERFi,R- 1 � I Composire EOV F'qb@rQ6LW Singe, Dow VAO Sualkwo prisaviegrlaroamno, W, ox a OXO 1169=411I.&ANAL 'L0W1_A$P1 FLAIM&&1tuftoditm Curenurcua Head and W wieflqa Q;Wlu AMMM2 aimadw 'lli lial AlaaarKITA-1121 21roll-1-1 l;!_-tR,Al;tw;ai,a Agla2tod.i]ia Art,00ngod for M throw podan QLQM A-Wrix"d fm mom Amovoillor Widdeer � -1 u. Tbiourr�Tru Fitear-ClAssle and s-inraath�Slvr Notoribral =13a, 8 gietioKNoer-linpro-Sarpot, Glazed imir2m No Y- rk) IVA ar"30, ProcudCOoM HunemZPAnel P790jol DrIalAigg Conliaci 115goltatim Date in MW 2WNW FlIaNders ?±VV%__1 Xidiat !togr �lw.'_AmLkp�ke�tdfarrto -A-! n-.r I etj a�.' C.tu,.ur a W 11k. ft !I�HVMZ PAIA-AlkMI±�M ftibg le-n. At" PT Q" lqft N-bff.Kx= 112= gitwom An myh &t*M p6j" ftmai campos" FOge FiAefolus, Single Dma,ett xor OX0 saudidOsO tnaneriwarftwOli� XP, 0, � C-rWili I ei,ndin ib­no'H'P-'1h"r, 12M12M 'i You K,'A. NLA. i ....--- R Piixx2T4qu0iA"* - - _'.tl_ vni or odid %Vo $310, t�17311211'12'1 - IN,� yet _q NO 04A I GAP Atoned RaotShhollorellit urso In FSO-Cei-VIVIC Fibergm,enlorood 140. larnimolid, 5-laveird i ,I N 411-1 G" 11 146 'ito WA WA COnVIII&OIJS Head and SN iriotroVadrift$) 2 H-Woteir �p'WIRM ib­-­kins 4rt,L,Q 11 ",I) I 1-1 01-1 Y., Y_ N'A NUA 2 or 5--cAjoloel '"P"A_ ai�Rij ve,'. - sd I d'~ WOR l2f3lYsV2!3 44 Y., Nr WA junieditirms JOpkklg­e4.ftiinl.gl. 22 v, Therrop-Tru Fkar -005k; and Striloolo-Sear Nominal SLI39, 0 Uuott,trool-Orcitaftuot, Glued 12131ro= No Yet Nor N/A -1 o &7'.;G'eabW1 winteria Biradi,d-rri; Srotk vm or sold UW sofk f2t3le2023 -1�1 Yet NO WA Composite Edge Fitielrglaw Single Door v.v&r 4 - rq­;-&Wa o,oLa - � orild vry outer '�_1�13 No Yet Na WA aciews) Qretotngrclutmnq: xc,, Ox a oxG _� ' &�_'o-.fioti. cora000lu V.ff,t V-1 - Rdid Vlo)h WWR ,_,s-.'-_-'23 fir, Y­ lot MIA Ccxranuitr� Head and SM! wilirguations) ,3 1 _`T_ur.311T_ Sg_Ilqr,�, SIAO Vw or sold 1,1.VT �krffir -lb'3VIC0 ill", Y­ ij. MIA I M w7terlinial-Ttu Ffiw4isi and Srtnxtih-Stor r1oftleed Sill 0 SAuAttion-iniparilquot. O"itim, i 213 1=117 No Yes No rVA � Composite Edge FiberglaseDoo, PatenelswithVierdAnd Sidalign(s) (I nawrigicititwwrig; M XXXor XXXX coinfilimneligarla) I 24 x Thatirria-Tru Fber­!�loseic end Stmootth-Ster Namintral 8&M.D 8quittNon-Impactiliquiet Cpaque 1=11M No Yes No NVA composta, Ed" Filo"laser, Door Paners wOlfi Vaeterd! 5dL45b@<L;) �Msyxnqfausveirv; )OX XC4 or .Ow' tiordigonilliens) I 25 y. Thoorea-Tru FloerZiamlaarld arlootK-Slat Nornierroi 69*-A,,S &quotNon-ln*4a,A&qL6t, C,fia2ed 1MV2M No Yee NO 111A CompoeAte Edge Fu:terglaw Door Panels volb Vented Sidelita(s) (uu;vAnWut;oAV, YOX X)rXot)0= Florida Department of Business _2 Profession Regulation "" "" Halide Dapartrainint of Business & Profnssenal Regulation Pam I ry I Florida Npartatert of Business & Professional Regulation Pep I art oartguraffions) Building Cocies, wird 31andaid, I.I.J4 �' � BiAlding Codos and,St"ards 1korut Bailor Codes and Standards MINI 26 z Thiomo-Tru Pbeq dMaRsto, and Swo,orie,91ii Nornuti! 800M 0 loitrkNo n 4 ri-prot9quot 13 ,lazed 11 -11 n VW11 No 'rer, T�lr' NIA C,rr,owslioEdgio Froegoas Door Pgoeu o4AL VeRO-d siPal bKs) 0 aswrigine unaro": 'K'� _)7A N xx" FroductApproval Applleationceiall � I 1 Product Approval Applicaulan Detail Product Approval Application Detail corringLinallons) I I � I I , - I � I I - I I - ­ . - ­ _ ­ " I ­ I - I'll - - - " ­ � � i �_ - I . .1 1, I 11 1, r ­ I - r �;� ::�! . 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For addlienet niforrinaten, regifirdiall Nandi FamateWe Proluct Approve] 61,41em arld 'Aarri-Oapit(7mnly Notice of.Aoo02VT41P lf[0A)_ SUF.., Hill For adfatiorric information reliabling I'loildivir Statewide Product Approval Sysient. and fira"4),ade Counjillodoe�ctAo=mwe (Ncio�) CW W C" 0 Cl) FLWILS2 FL*tO456-R5 t HUS� HUSC series hangers Face -mount hang err available In ranging from I-5W to -3- M -M W16" and heights rarrigingtrem 4,5_4116!* I I" Conceaked flange 0 algqj ProduANgdelifiluMbergtNilgre PIRduct likescripli2n JaX Product Moggli ouraw 2L tjarn� Product PSscdp_tJon FirpoW Model, NumIME oZ Igarne Pragu$j QMWIQn version (HUSC) available for models doling madit equalto or 0 I Titan Stainless Steel Concrete 9 Masonry Screw ITTWSS) 114" diameter Titan stainless5teel masonry screer I A21. A-, A33, A34 A3& A44 Angles I BT,BTB,BTH Bncr(Ties greater ban 3-9116" -2 C) 0 2 APA21';.PA4, APA6. APVa21, ANA4, APVAf Outdoor Accents Anglers 2 CMST12, CWT14, CMSTC16 Coiked _%aps 12 IUS series hangers Faire-mourit hangers availiable In vi-rhs ranging from 1-718'to a- 3 AP644; AP6441R, APVMS, *1656N AP868, APB8Wi,, APB1 U"I 0-Apull 01 OR, APIVE44, Outdoor Accents Poe� Bases 3 CSI 4, CSJ 6, CSI 8, C�SL20, CS."� Called Straps and heigNts ranging from 9.114" to 16' APIVO-14R. APVS66 APV1_B6R. AP1,1888, A�.­VBSSR, ARV210110, APVGIDIDIR 4 CSHP13, CSHPM Coiled Strars i A LGt 13�:_�.SDS_ ILGU&AS�,DS, LGUi5 25-SrkS Faue-niourit hangers 0 4 AF>DJT2-4 ARD_fT2RA,, APCIJT2-6, APDJT2R-6, APVDJT,--4, APVDJT2RA, AP-iIDJT----=, Outdoor Accents Dieck lo ist Ties 5 CTS211 Cum pressionifleriF [on Stop 14 LU24, LU26, LU28, LU210 Faca-morrint Nang era C) > §ggj Product Model, Numbargir. Name PmdgZ QUctilliguign ARVIN17.113.6 8 DiSle, GSP:: TSP- Stillif tI:plate tie 16 LUC267, LUC2102 Firloo-Tirount hangers -0 0 1 SD1 01 12DDB Outdoor Accents Connector bioliew, 5 APH.H48, APHH46R, APHII-1610, APIIH61 OR Outdoor Accerro F-eavy Harger HI, H10A, H2.5& H3, H6. 47Z. Hlo- 1-1116S. H16=2, HlP_2S Hurricane Ties 16 LUS seres hangers FaL,-m*unt hangers available in w-Mis ranging from 1-WW to 4- Ln (D 2 SD91 12, SDO21 Z SW 0112, SDI M 2 Strong�Dflve SID Connector &raw 8 APL44 API-6, APT-4 APTS, APVL4, APVL61 AR-4� APV,-8 Outdoor Acreritsi- arid T Ream-to-Colunien T-es 8 HGT�-_, HG17-5i, TIGT�4 Heavi; Girder'ruxfdown Sa'and heights rang rig Iturn 3" to 10-1 Sh 6' 3 SD9 1 12SS, SCli $1racg-Drive $0, Connector Sly; Screw 7 A,PLH24,,;PLH24R; APU-Qi APLH_16R,,A,I'LHZl0, APL�121 CIR Cuidoor Accente Light Hangers 9 HS24 Hurricane ]'Is 17 INIGUS.e3-SIDS� MGU6.25-SLIS, tOGJ5.50-SENS. MG1.15.62-SUS, MGLI7.00-SDS Facier-mount hangers 4 SDCF:22434, SDCF22512, SDCF22614, SDCF22700, SDCF22M, SDCF221014� Strong -Drive SDCP Timi Screw 8 Bvtz Brick, veneer Ledger Connector to HSS2­SDSl 5, HSS2-2­SDS3 HSS-2-3-SDS21- HSS4_8D_-;i3 Heavy Stud Shove IS MIU series hangers. Facearrount hangers available in Wdri ranging from 1-9/1 V'llo EL SDCF221134, SCCF221334. SDCF271958. SDCF272�i% 9 CI3T2Z. C8T4Z Corceuled Beam Ties 1 HST2. H,9T3 11=45T5. RST-e Stiraigtit Straps 1)8" and heighits raingIN from 6-1 5111Yto 19-1142", 5 SDCP2-*;1434, SDCP22512. SDCP22614� SDCP'22700, SDCP22858, SDQP22912, 91yorig-Drive SDCP Timbor-Cip Screv; ID CJT37_ (1,4`4Z, CJ5Z, C,TT6Z t3orceraiad Joisr I kis '12 HIT 516. HT S20, HTEP.4. HTS26, HTF,3Q HTK-30(; Heavy � V44st Stra P .%q Mi MUS28 Face -mount haingors $DCP24-1100. SIDCP221134� SDCM71400 11 DJT1 4 Deck joist Tie 13 HTSQq 6KTz HT1 Sio2()KTz Heavy TOst Stap 20 SUR, SUL. SURC, SULC senes hangers Skewed face -mount hangerts available involfirris rangring1rovit I- 6 SDHR27400. SUHR27614, SOHR31400, SDHR31614 Straing-Drive, SDHR Comitio-Kead Screw 12 DS Dry liftrall 14 LIFTA Llphit FloorTle, Anchor 4118" to3-9116'and heights ranging from 3-1/161c, 13-34'. 7 S1362611Z SM51 34, S0626200, SOS25212. S106253001, SIDSZ312, SDS2541 2 ftong-OrrveSIDS Heavy-DuryConartector Screw 13 FC4 FCS Firamwirg Clips 16 LSTAD LGII'Al2 I.SlAli_ ILS1,111,18, STA21, LSIA24, LSTA30, I-S,70,11916 lth0ligbt Straps Concealed flangaverslon (SURC, SULC�� seallablefor Hildouldie SE)S255001 SD825BOD, SDS25WO 14 FWAN! Foundation %&'all Angles -I.- � 0 UST149, I_STI73 Straight strips 2X and 4X models; on ly aourte flange is concealed, 8 SDS2511 12SS, SDS2520088, SDS26212SS, SOM10OSS, SIDS25312SS Stroing-Drive MS FlEtavy-Darty Connector SIS Scirew 16 CAI, GA2 GLI.1-eli AngiCS .f LT(32ri, LTB40 F3rKlgF`rJ 21 U series hangers Frice-trount hangers available In vildths rangingfrom 1-9/161c, 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2M Strong-Dir" SDWF F loor-tD-F loor Screw 16 H2A, H22-6T; HE. HIOA-2, HIOS. H14, HGAIq Hurricarre'l ps 11 IS LTS12 1� 1, ISI 6, t TS1 8, 4, 1`52CI I S hr Itntst Shop &'arrd hislights ran g Ing from 2.5fir to 1 J_IW, 17 HCJ`T-Z Heavy Concealed Joust I'm .19 MCTJ ?,WIUrnGKdrn-edovn 16 HH4, HH6 Header Hangers 220 MS-27� MST37, MST48� IMST60. MST712, Stralgli't Straps, F1L#_1QQQ77R$ 19 XBS1Z Knee-Oracp Staoili7irf "rr NlS�IFA"' M3TA19, VFT4�M, M.STA24, NISTAW, 1ASTA7,6 NISTA49 Strmtplt Straps ft#106_67-RJ 20 L30, L50� L70 L90 Angles MSTC:2.3, MSTC40, MSTC-52 MS T 056, MSTC-78 Sir a igtt t 5 tra p s Produga Model, Number or Wme Pl2dact Description 21 LCE4 Post Cap r� MsTrm ;3, mS­T 068BS Pre Bcrit%aps 11gLa ProditA lifladell. Number or Name Pmdgig DeacdWign I ATR318 .1i ATR518, ATRZ14 Threaded Rods -_ LSX� LS70, LSQ10 Skermable Any" 24 hIST1220 MSTI�X, MST148� 'AST160. NIST172 sairlight Strap-, I BA series, hangers Top flange hangers avihiabler in houlths fariging froin I -131.1e to 7- 2 ATUDS, ATU06-2, ATUD9, ATUDG-2. ATUDD-3, ATUDI 4, ATUID14-2 Aluminurn Take -Up Device 25 ILSCZ AdjustaIAL Stair Springea CannreGor 25 IrdTS12 NITS18, MTS18, MTS20,11VTS24C, MITS-30, Wil S30C Mi-diumTwist Strap 118"andheights ranging fforn 7-119'to W'. 3 81336-2. BIPI/2, UP112-3� BPS�2, 3P516-3, BP3f4, 5133M-3, SPIRTU03-4 Bea hirl Plates 24 LSSJ26LZ, LSSJ25RZ, I-SW-16U. LSSJ2ZRZ, LSSJ21OLZ, LSWIIURZ Field AdjustaLle jack Hatri X NCAZ,!0A2, HCA202-12. NCAZiS-16. NCA2YI0-1@,4LA2XI2-l6 Bridging 2 V,6'7 series hangers Topflange hangers ashailable in widthsraingin firom 3-UT'tc 7- 4 CNWa;8. CNW1112, CNVVV8. CNW3f4, CNWW-if2, CINW314-5/8 Couple, Nuts 25 LSI�R,T,81, LSSR11, L.SSR24,57, LSSR2�Mi LSSR210�2, _SSR410 RriA Adjustable SlopeabledSke,�w[Al Hanger 27 RC16VB12, RCINRi4 Watil Macing 118"andheightis rangingfromly-114"llo 24", 5 CTUD55. '-TUD65. CTUDESr CTUII CTUD76, CTUD77, CTUDS7, CTUD98, CTUD97. Coupling Take -Up Dories 21f LTP4, LTP5 Tis planes 2v, IRPSiS, RPS22. RPS28 Reparmir Plate lutrap 3 DCF series hangers Topflange hangers available in widths ranging from 1-1iZ'to 3- z CTUM.CTUM 27 ML23Z, U-24Z� hill MLXR7, ML2tQ7 Angles 29 RSPA Stud to Plate Con necof 5irly"andheigh1s; rangligIrtom 7-114'to Zf'. 6 R3. 11,44� III N6 Heavy Hex Nuts 25 M16TH8 Roof Tie-Do,�Nr S�) $lot SP2, SP4 Sf-,,, $P435 Suld Plate T is 4 VGHF seinec hangers Top flange riongers available in Wdths ranging from 1 -3ci�'to 3- 7 RTUD3, ITTUVSB� RTU04, RTUD41S, RTUO5, RTU[kI, RTUD7, RTUD8 Ratchehing -1 alle-Up Device 29 NNIII-iC Hintled Root r-rincedc, 3t SPI-I4, SPH6, SPH8 Heavy &ud Plate Tie 516--d heights ranging from 9�1 lClic 24'*. 8 TUD9. TUD10 Take -Up Device BG MMILUX MMLU2e-2. MMUU25, MNlLU2a-,' MML0210� Mirirl-1,11211, MMUIJI_�Si, MMILUP'll Face-Mourrit Hangers 32 SSI.5, SS2,t� Sij!ii� -$$4.5 $':ud Shoe 5 LG51 EG7, im-;W set" hangers TV flainge hangers avaia�lo in widths rangine Inn 5-14-to U- 9 TUW36 Take- U ; kNarshe r 31 RSC RS_CP Root Sorivid-afy Cuph 33 9T9, S�Ti2 STia ST2Z ST2192, STi22, S7-z�15. ST2215, S75215, ST822.1, ST62-3A5 Sliralpft Straps 719'and heights ranging from It " to 32.1t7' 10 URSS Vg" Uplift Rod Ran Tiedown S)rstem 32 RSI-3 F4g'A Tie-0 rywr So rS20,TW 7, TP_30�7835�1 &t2, Tcvy, Tf3fin, 'Ryip Tplsn i, "rhimirpIrLdgirgi 6 Ef�,Q seraire, hangaira Top flange hangers available in woffis ranging from 3-fpill" to 7- 11 11 112" U plift Rod Run Tedown System 98 RT022Z, RT"'� RTC"r RTC44 Rimol Tie Connectors 35 TW610, TWI TIVII614 'Nail fead n g 114!'and heights rang(righom I I-Iffli"to 37' z 12 URS5 Sig" U plift Rod Run Tiedlotivir, _Syslem u sTC scr,DTC HTC4 Tm- -_Fps 36 VGT, VG7R,`VGTL Varah6-Pitch Grrdin­T�Ldrivc I GLS series hangers SWiddle harigers ovalabil- is irrifths ranging from 6-7l&' 13 UR", V4 " U hill Flool Run Toidahlrit System 35 T,1037, TX 57 Trinsr­lackClips 37 VVS1 06, 1A al I 06C, A? 1 4261-1 1491 43<7 Vi" Fireplug slid hellilints noteging friem &IP2" to 28`_ 36 Z2,24,Z44 P�Arrel SteLver 8 GLTV series hargers Top flange hangers available inwidthis mriging from 3-11W'tio 7- 1 08" and heig his rer n p IN from 11 " to -314' FLWIO_3j-R 9 H B ser, ass hangers I dip flange hahigeirs,avalIalp le In witiths mrigiNfloni 1 -911 &'to 7'- 1 12"and heights ra n 9 Ing from 8" to W' Product Model. tillM ber or Nlme progum QMriligion �W Fgagllgi Model. NUmber 2r Nam2 Prod u!2 DaIN Option 10 HGL3 series hangers Sardialle hang ins ravalla ble in widths ranging from 5 11`4' to 5 71511 I DTT2 HoH-down Saq Prod net Model, Number or Name Product Do;rcriptlion I CSH2 376.5, CFEIPQ ?,7x7,1,'3, CW2 374 75 C a in --xvii led h a in ig - -_ and heights ranging from 10-1 17'w 25". 2 HOCID14, H0CI0J22 Hold-down 1 AHEP Adjustaltre--�p�Lndd Coinneirtor 2 UU, DHU. OH UTIF series hangers Fatoe-mourit (DU CHUlIand topi-fiange (DHU`TFI hangers 11 HGLT series hangers Topfiange hangers available in widths rarigingfirom 341N'tc, S- 3 HOCaR, HHDO11, Hl,-lIDQI4 Hold-down 2 DSC2R--qDS3, RSC21_,SOS3� DSCSR DtSC'5GSI7V33, Dreg S33rut Connectors available in vhulliris mirgring from l-9r16'ck-giI6'and hei". 718" and heights ranging from 7-it?'no SV 4 Ini HDRAI HDU5; HDUB� HOU111 HDU14 Hold-down 11 GBO Gape Rare Connector flinging lroiri�%irl` 12 piGiLTYsirrieshangers, Topflangehangers; available inwhirrisranging fronna-114" to 7- 5 HPA28. HPA35 Sitrapi-style purin anchor 4 HCP1S1, HCP2_ H�CP4 Hip Comer plate 3 HGU5.Y_­SDS: H-,U&50-SD_S. HGU5.6_2�SDS, HIGU7.MSDS, HGUT25- Face -mount hangers 118" and heights ra n g Ing from 14" to 33" 6 LSTHD8. LSTHDBRJ Strap -style hold-plawn, 5 HHRCZ2, HHRO42, HHRC42-2 HHRC*1 31 HHRC44, HHRG5.25iq_2zo HHRU5 37!3 12, Heavy eqjptoi Ridge Connectors SDS,1nGUQ�00-SDS -is HIT series hangers Top flange hangers available in Wdths ranging from 2-5115"In 3- 7 MASA, MASAP Foundslifirrin archorstrap 14HIRCM 4 FIGUS series hangers I-lico-mount handles avarable in dirdiths raingingfrom I-,,V5*to7- W16'ard heights rangingfrone 16" to ' 28"� 8 MPA132, MPA144 Strap-styie fourriin anchor 13 HRC1 81, I-RO22 Hil) Ridge Connevior 3�8" and heig�hts tranging ftom 6-511V'to 12-7,V'. HUSTFserieshangers Trphangeicimo: leangersavaiiiablee in wdths ranging from 3_118`to 9 11 PA_-, PA,26� pi PA51, PA68 purlin onchm 7 LRU26, LRU28 LRU2210 LRU212 RattrariFninger 5 HHGU5 25-SD'-;;, HHGIL115,50�SDS Hyf3U5.62­SDS, Hr-.--'U7 G0_SDSr HIHiGU7,2f�SDS, Facre-mount Nal "1115'and heights ranging from S-343" to 1-3 1AT' 10 PAliO, PAt23, PA128. PA135 Sriiapi�styla purlir anchor 6 1 LSSU28 LISS11210 Lifli-0 SaKableF5Ktnwbltr Lf Harriger HIHGUO�W-S-Dov 'S HUT� HUCTI'SiNieshangeris Trip flainge hangers available in Wins iarqi.­j from I PWIVIlaor 5- 11 6THDIO, STHD10RJ strap-stlile hold-dolan 9 TBE4,TBE6 Truss Braring Enhancer 6 HHUS26-2, HHUS28-2, HLJUS,��JLL2� HHUS46. HHUS48. HHUS410, HHUSS-M10, Face -mount hangers, If2" and heights ranging from 3-7116"to 15Y' Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 1D TC24 TCM. ln� TrusCfip HHUS7 25il a version IHUCT19 available for all mod" naving vwft equal to or 11 THA-219, 7HA213, THA21 0, THA21 S-Z THA2112-2, THA413., THA418, THAC418,TIHA422; Adjustable FrusisHinpr HSUR HSLA HISURC, HSI.Irtf, sirres, havirgers $kcrived face-mouril theirt gens available in widths ranging train r,. gentheriflarl 2010", THAG422 THA426. 7 HA422-2, THA426-2 118, to &Ite' artof heights ranging from 4 314" to 16 HWP series hangers Top Nnge hangers available in widths ranging from 1 -9116"to 7- 12 THAH.8--.j22, TH.AJ;- 0&22, THAl2,t22, THfv22�. THAI322, THAI35292, THA.M.22 Adluslable 7ruaa Hanger Sor-mb! for 1-Joists; Cirm�.Aed flange version (HSURC, HSUI available -5:rT at Iff" and heights ranging from 5-316!'to 2F' 13 THAL422, THAS14nT Sil�rrrwpri Tr Liss Hart., Lr douLlo "_X and 4), models, only apple flange is concealorl ;7 HNDH series hangers Top flainge hangers avaitab�a inwidths tangling florin I -cJ16" to 7- 14 THJA26. LTHJA28� LTHtAA MLOJPie T FLls5 Hana 8 FIT U26, HI U2T HTI-1210, HTU26-2 HTU28-2, HTU1110-2 Ftio-mount hangers 112" and heights ranging from 5-316'tc V7 iS T HJM,2-_,SD_�l ­rH1JM2_5­Sr)�r T-Ij! �261 -HlJ23-lA- MvItirte Truss Avinflecs 19 I­U� Hoc series harigers Face -mount hangeTs Peniiablee in wroths ranging from 1�9116"to 7- ITS series hangers Topflange hangers available in Yidths raingine from 1 -9116'to li- 15 TSOR224 Tilu% Spacei-Restrailit 112" end heights ranging from 2-7flS'to 10-V4. Conteraled flange &V arid heights ronglipil fmirn 9.11VId,116', 17 VPA_2 VPA2r�.VPA3, idpAS5, VPA4 Varable Pifcli Corinecors vemlon JHUC) aystlabe for all hoodelt, Iftving wilth equW to or JR; series Irarnaers Top flange hangers available in width of V4MU'and heights IS %rrCR Valley Truss Clip greaterrhan 2-9TI13" ranging from 5-3ff' to 7.1 1,V' 110 H U00 1 -8 1di-SO'S" H UCQ1 81 il I I 41;,0S. H UCO21 0 Z S-17_4,S, H I.JCO21 G - 3 -SDS� H LJCQ31 0 Face -mount Tartriers 20 JRA smies hanQers Topflangle hangers avIinlable in vidth of I-Ri'l6rWidl beginis SIDS, HIJOL^�410-SOS, HUCrAi2_SDS1 pI1JCQ5_2"-SDq, HU-01:45 25il 1 -SDS, HLIC0610- ranging Irom "IV' to 43-118" �jLlb' HIUCCJ512-SLI�; JUL 0 5 &23 Virtual R! iew Assist, Inc. Plans Review 6 mpleted and approved Simpson Strong -Tie 2020 FBC Approved Products Updated IY"2)2o EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated ivy.W.D20 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated QjWrA20 Simpson Strong -Tie 2020 F13C Approved Products Updated lWyffinPliance III t the 2020 FBC 7th Edit For cilroot Irks to of SW approvals Islito below. CkKKHER Fcrck-.! Ink's to all WT approvals Isted bola"111 WQK HEF 0"M For *W Inks lo at lilliliT Wrovals lieled below CLIQK 4,5ir by Debra on For additional infornraton regarding Flolds'eStatewide Prodoci Approval Sysairn and Matirri-Dadre Ownly Notiol, dAcotiptance Fl�iraddborral information iregrifilitell ProlluciApporval SWItem and Marip-lijaide CotinarNatiori otAccepwint(UrV4, &rrgg,g.=:_ A ine K(ahr PX2300 21 LBserleshangers Top flange hangers available in width of I-W16" and heights FL#11468-R5 5 SILB-1 , SILBV312. Top F! rgejorstHangers Q lo SET_'1P Adhesive Arrohor for ocktGrete ranging 1hpm6-3r8" W 15-11*` SIURY3 53, Sh,13tt362 SILBV4.06 SfLG'V4,2 FAB'1426, SA.FJV4,-,6 P, Irrifroorlil 2 (67B2 STS22-4SS, Strong -Solt 2 Wedge Anchorfor coccTilyn avOilible in coir.hriiiin r2 LBAZ was "ri Top flange harigeirs availaole rviviidth or 19116" and heights Sil FrojJuot MolaM. illigirriber or Name `9 SLF 720, 51HT-714, III i T4r it I T5 Holdiorvvirs steel and Typm 304 and 316 stain Ims, 1:i ranging from 9-3tl&'tD 13-1/1 1 HHUS210-3, HHUS21 C14 Joist Hanger 27) SMST,7-0,S/MS77� Straps 118 mil floga) Titen HE) (THC-H, 7HD-W,,IG, THID-HISR THD­H6SS. THID-GS. TIAD-CS31-3s) Tilion, HD Heavy Duty ScrervAnchorfair concrete and masonry 2s LEG$, LEG5, LEGe series hangers Top flange, hangersavailialehir invidtfus ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Sitrap, Ties 21 $P4, SP6 Stu J Flats T ift avalia late %fth triflir hood in carloo I steel a nd Tirions 304 axid 5 15 7)13 '' and its 10 lits, be r; V I it g *dn r 9"' to 3 3-1 t7' 3 HUC�Q210-2-SDS, HUCQ210�3-SDS, HU0,LC10-SDS imist Hanger 22 "�;`dpl CSPL 7SP Stud %- Is Ticia stainless steel or with countersunk Iterate in carbon steel and 24 NED35, NILG7 seritis hangers Top flange hangers avaiiable in widths ranging front 5-11Vto 0- 4 THG82.THGB3.T"GBH2,THQSH3 THCHH4 Joist Hanger 23 srC. OTC Tiuss�-I,p Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1t2' 5 THGQ2�SDS3, THG(�3_SDS4,5, THGOH2-1,W, THCOH5­:3DS4.5, Tl4GCH4-SDS6 Joist Hanger 24 TB"- Tru-,, araue Diagonal 8 Tillon Pn Rod Cnulollar (W.D3763ARC, THDSM4RC) 11tion Hn Threaded Rod Coupler for cancristre 25 WIT tiordirs hangers Top flange hangere availablilit in Wallis ranging from 1 4ll iii" to 5- 6 THGVV3-8, TH"'$-4, THGOM-$� THGAA -4 Joift Hanger 25 TCl5�7 Truss 2dqk Conin"tor 9 Tito" HO Threaded Rod Hanger (THUS2516LIRI-1, THLW7158RH. TH03r212R.H, Titan HO Threaded Rod Hanger for concrete IM" and heights ranging from 9-1 Ir to 24' THDR-3234RIH, THW 0212RH) 26 FF, PFe, RFD% PFUSB series hangers Top flange hangers available in width of 1-9116' and hadglhts 10 Waidge-All (WA) Oriedge-All Anchor for rpheiroqry ranging frorn3,31&' to 7-116" Z7 RR Ridge rafter connector 28 VVP sellies hangers Top flange hangers avajaibler in yAdths rang Ing from Its-# ft.=. MQ92L&.m 92L 1,ra" and heights torrigiing 9-1?4'to 32"� 1 GETAL20 Double i7rroedded Tr Uric AnPhor I CZONLA 62-SOSHUG, 0"rA4,d2-SDSi-,IDG, r-CQN15.510-SOSHDG� CC!: 11 UN13 62-SO-SG, Mascrify Piet caps 2 FGTR, FGTRHL, FGTRHR Girder Retofit Anchor CCTOP44,62-SOSG, CCTQIAS.50-SDSG, COCCOM18 32.SDSGi. CCCON14 62-SDSG� _Sigj Prod Iggl Model. Ulinitter 2c Nam praidulaDmirildim 3 HIE, HISS, HIP_2� H16-22S Huiricane Tie CCCQM5�WSDSC I AT-XP AT-XP High-Strenglh Acrylic Adhesive lot cotwelle or masonry F11.110ma-M 4 HE7Al2, HET416, HEI-A-210, HETA24 HEI A40 Eirilboaced T rugs Anchor 2 ECCLQf%43ti2GXT, E9Xl_0lry`[4A2G-K1r, ECGL0M5,15GG-Kf, Masonry Plot Card; 2 Er -Hip Er.HP Epoify Adhesive for rrialsortry F. 5 HIETAL12 HETAL-16, HETALM Embedded'r-russ, Anchirt ErCI_LQME)4.6r,-j-KT. ECCL_U�WD,41.54�-KT, ECCLRQMQ3.$2G-KT, ECCL-QNADA_!2G- SET_XP SET-XP H igh-Strength Epoxy Adhesive for masn" Emduct Model, N=WL2LH= PWd=QMnPfiqn 6 HGAM10, HMO h4asentiry retrofit connectors Kr, ECC'-RQMDS.50G-KT Straw gi-Siolt 2 (STB2) Sirong-&IIii 2 Wedge Anchor for masonry I ABA". ASA44R. ABA46, ABA46R:ABA66, ABA65R Adjustable Post Rose 7 HHETA16, HHETA20 HHETA24, HHFFA4li Fleavy anuedded Truss Anchor 3 HGUIAG 2511HGUM5.FJrJ:, FIGUM7.00, HGLI hir, 25, HOLIMRal LGU LGUN128-2, LG UM2&3 LGUM28.4, M2 Heavy NUlsoilry flaiiiiijers Mascray Beam Hangers 5 6 Titen 2 CI FN2) Titan HD (THID-1-14ISS, THC�r­18SS, T"O-CS" T its, 2 SlarewAnchor for Concrete Then HD Heavy-Duzy Sc*wAnchar for concrete ayallable in X4 (D 2 ASUll ABILI ABU46, ABU146R. ABL15-5, ABU", ASLJ85, ABU66, ABOOOR, ABU86, Adjustable Post Base 8 L3 F2. LGT3-SDS2).5. LGT4-SDS., Girder Tlecown 4 LGUM26-2, 1-GUIV12-6-3, LGHIV126-4- ASUSSR, ASU1010 ABUI010R. ASU1212, ABU1212R 9 LTA2 Lateral Tiussoil.richoir UGUIV210-1. LGth-alO-43 LGUI.W_ �GUM48 LGUM410 or 316 stainless steelvilith hey head� and 316 stairdesis steel with 3 ABW44Z, ASW441I ABW4434 ABW46RZ, A13W66Z, A8VJ6SRZ, Aski'la-7 AcIpurallabIt Post Base 10 IJETA12, MEIFA16, METAIS, META20 firlIF"I A24, MFTA4U Firbea3li- 1 russ An chor 5 MBHA3T2i9 25, MBHA3 12"Fll 25, MBHA3.5W 25. MBHA3 5619,25, MBHA315,6111.25 NISHAS-660 188, MBHA35&14, MSHA3.55HS, MSHA35SrI8 MENA5.56i Masorld, I ad F toddle P renn-, H argoers 7 Titan Turbo countersunk head. Titen Turbo Screw Anchor for .4 AC4, A04R, ACE-4, ACS, AM, ACE6 post Cap 11 NSTAM24, NISTAYMO, %vSTCM40, WrCM(10 Strap Tiefor W-scurry (TNT) concrete or masonry 5 8--4, BM 5C414, BCD, SCC-R� SC6 BCS2-2% BCS2-3,48 Post Cap 12 NTSMI6, 1,4TSM20, HT5M-1 0, HTSNUO T vilsk, Strap �or Masonry M13HIA5.50M.225, M8HA5 5W1 1.25, IMHAS-SW 1 88, SABIld A5 5al! 41 MBHA5 5&113, 6 CB44, CW� CB48, CBaM, CWS Embedded Column Base 7 CBS044-SDS2r lC8SCK6-SDS2, C=60-S)52. CBSQ8S­SDS2, OBSOWSCS2 E�rrrtredood Column Base 61 MSHIU3�56111 .25, 641BhU3.66M 1.88, MBHU:3.56114, MUHU3,6616, 1511111 Wscray Beern Hangirls > 8 OC, ECC, SCCU Svirisis Bated column caps with VVI ranging from 3.1hVto 9-Ir2"and FL#tI4%*-F5 NEHL-3 56118. MRHU15 50-S) 25. MEHU5 225, MSHUS-001 I PAS VV2 ranging frow, 3-5ff'vo7-IP2" N W.0,50#16, MISHU15.501W MI Fm9S;1WdftLNumkL2LU= Proi Description 0 9 CCQ­SDr.,r16� G=�'DS2 5 Sionas 'Surev-od column censwith WI ranging from SAX'fo 0.la'and IN_# a2dk!2 Ngdoll, KUM kjLaLull Prodggla2scrilialgirt I X34BICI 6.6K, XISIO116, X16I 0164K XQISIih16. XQI &I Ole-411< 410-16 Strortig-Drive X Metal Self-CHIRig, Tapping Scremir with #3 W2 ranging fronin 3W'tor T -1 f2" 1 LTTIZ Deck T ersion Tie Drill point > io CPT44Z, OPTOeizz. :�FTPFlZ Concealed Post Tie Base 2 HD12� HD19 Gol�,Vd Holdoeme 2 X1411 4'11"24r )1011 451724-2K 412-24Stiong-DrivirX Large-1 lead filmal Sof-DIIIIIIing, Tapping 11 EPI344A, EPE44, EPS46, LPS,56 Embedded Post Base 3 4 HOSE. HD55 H07B_ IIDPE HTT4, H5, HTTo-3/4 Bolted Holcowns Tension -ier §eq If Product Model, Num bar or NaM product Description 3 XV104 14SI 224, XMQ1 1481224-2K SaemwNh #6 Drill Point and Large Demeter Hex Washer Head N12-24 Strong-Cl6ve XM Mediurn-Head Metal Self -Drilling, 0 12 13 EPVZ I-Ce", LCSW Embedded Post Base Embedded Coltimn Base 1.719, LTT20B, L71131 Lig tit I e-risrtu T tes 1 SDAMSM SDIN223W, SDVV2243�1, SD-Vra468 SOW"­,U30� SLAfV2-4i500. SOW22s-s-S. Strong -OFWe SUAI EWP-PLY and TRUSS -PLY Siorevis Tapping Scrows vOth:95 Drill Pointand hillediurn Dierrinsiter Hax 14 LPC42, LPC6Z Lia Int Post Cap SDW226k1,4 4 XQVMS1224� XQ-1H48I224-Z,1K X114S1224,XQI 12S'1224. X01112BI224-2K #12-24Stmrig-DhveX.MobiSeg-Driihng, Tapping Screr6swith 06 Drill point 15 t.1PS44Z, MPBW, MPBW Moment Post Base - SOVOCtS450, SU-A�15800 Strono-Drive SGWC TRUSS Screw 18 PB44, P844R, PM� P6W, PB66R Embedded Post ave atwLm 3 S SOWHI94000B, 5Er`iNHI9S0K?DB, SUVJ;­-'l910C0D6 ovong-Drrve SIDiAFH TIMBER-HEXSorwN 5 XI-SISIC116, AJIA8106-5K #10-16 Striong-Dirve XU Metal l5ef-DallinglTapping Scror-4, Nillitit 17 PHS44A, PBS40, PBS1515i Embedded Flost Sm 4 SLYA'H274CX)G SI BOUG S0`61-1271000CIG S_MrVH2712.0DG ri1Nt9ER-HEXHDGSCre,,v #1 Drill Point 18 PBVISPBVIO Round Fast Base _qW Produrt Model, Number or NArne ProdugaDg2grielion 5 SDWS16212, �:VAS1631004 SDW5 i6312, SDWS1 6400 53-EYWS22512, S1AqS7_z300, $torg-Drwe SLAIrIS F RAMIN G Screw '31yonr�nrneSL).,�ST�PASERScr"e(tnterics Grade) 0 19 PC4,4_1a. PC46-16, PC48-16, PC84-16, PCW16. EPC44-16, EPC46-15, EPC48-15, Post Cap I 3135tfl*24, S97/ex2pl� SBIY,30 SB i%rrrhor Bells a SIDAS19600, SDiAr_M22740D,SI[A?VS225Cr0 EPfA-4-16, EPC66,16 2 5STBzaL SST 6 A,�Hrror Bot-, SOWS-221800, 3DV%S22900, SDOVS221000, SOlMS22ri IC-iI SDWSM1200! SOWS221500 SDVVS�' 00DB SlYNS2240GDO SWIS22-WODE1, SMAilib-226GOD8, SG,1V-=W0 DS, Stiong'Duve SD%fVS TIMBER ScrewtiEnrterio, Grade) FIL05320-RO 20 PC4Z. PG4RZ PW, PCbPZ, P08Z. P4,351W EPC4Z, EFC4RZ, EPCEZ, EPGR-RZ EFCaZ. Post Cap EPCSRZ K da Prj Ugi Model, Efuni ber 2C Name Product DasiptWitin 2111 PP844-4Z, PPFA4-dZ Post pase SCAVS'22312i"l,436� 9DWS'22151217SIB On Lid am Accents Structural Wood Screw 1 DiSSC1343.15. DiSSIZEA6, DSSCIB48. DSHS Bypass Framing Drift Strut Connector 22 RP8Z Retrofit Po -,;it Base FL*1 3M-R4 SDVVSW301ISS SEllhrS274jrf),&�, 3DWS275GOSS, SMS27603vSS SDWS27&)OSS� StrongJDrrviiiSf) 2 F-CB43-5, FCB45 5. FCB47.5. FCBQ 5. FCB4!1-5 Bypass Framing Fb*d-Ctp Connector U) SD'Ada_271 Coosa SIDWS-271 200SS 3 FPHSD34SIGIB, FPHSD3481015, FPHSD3481016-5K, FPHSD�4S`1214, Fpillrie-D3491214, FPHSD3AB1214-5K 910-16 a ridiI Silrong-Drive FPHSD Framing-to-CIFS Self. Mling, Tapping Scre%s sea Product Most, Number Or Name 10 ED"Nrl 3400 Saari ZDAiAl SGILE-17 ) 4061 W.rew FL*J 0WCR5 I CMST12 CMST14, CMSTC-16, CS`14� CZ-1f. C3316, C17,20, CW22 Cobed Sraos STN22 Outdoor Accents rex-HoadWasheir 4 LSFC2 25. LSFC4 25, LSF:�" 6.25, SFC2,25, SFC4 25, S-"- .25 5ad Framing Connector rn 2 HRSC, IFIRS8: HRS12, FHAiv, FHA9, FHAl2. FKA18, FHA-2-4. FHA30, 1.11ST125, ki-V136, Strap s 47 il a ,a) 5 LS_1;V W,6 25. SSG SSC4 25: SSC C2 25 MESCA 2 MSSC6 251 -4.25,I.Sl -Z25, - -&25. USS 5 Steel Stud Connectors prodltat 02gall, utim,wr cir Nom E!rRducl Descrinti2n NST148� ?,ASTMO NAST172. SfMST27, SPM,13T37, VMST48 NSSC4_25KW7 6468C X� 25KVV FICKW3, RCKVV-- 5, RCKW7.5, RCKW3S. RCKW6.6S Rigid Knee Wail Connector < I FJA, FSA Frou I dation Anchor 3 HTS16� HTS-T, HTS24, HTS28. HTMQ HT:�= Tvisi,5ffapv= FL#1 &V,3-R3 6 2 FRFP Flat Retrofit Foundation Fate 4 LS7A30, US7A-11(1. LST149, LST73, MSTA9, NISTA12, MS7AI5, WISTA18, TAS7A21, PAS-A24, '_ktraps 43 r, gil (1, fir ria) 7 SOB435,,": Bypass Frambit Slidle-Cip Conrilitelof 3 Q-146-6, GH46-8, OH46-8, r.,H484, 131-4104 GH410-5� 01-166-6, GH$6-8, GH68-6, GH06- Girder Hanger 6 LS7A9, LSTA12 LSTAI 5, L5TA18, LS,TA21. I-STA24,$12Q. ST2! 22, ST211 15. ST221 5 Strap 33 Til (20 g a) Product Model, NuiD tdr[ 2r Name 6 $CS32-6,V1. SCS62� 6197, SCS62-V1 18, SC562-511 16 13ypass f I a rn Tig Con rector 8, GH61 0�6, GH61 " el LS08H12Z, SUSH3 2'5 MSUDH3 25 Bridging C.aripcto, I AS I & AS 1885. AS 1 8W 18gs Tnu�isldlatea 9 Head-cf-Vviall Side -Clip Connector 4 Q1.86A. GL66B, GL&ziC, GLe-5D, GLS7A_ GL875, GLB7C� GLB7D Glulam Searing Plate 7 ILTP5 Lateral Tie Plate 2 AS 20H_ 20 ga, High 54eingth T nuss Fqate 10 =826, SiClUZ, M&AC&4t NIS-410.26 Steel )QW Connectors 5 CLST511 2, GBILT812, 01. PT51a, 0 SILTS16, 013TSX, ORLT520 GwIam aclifirng Saba 8 LrS12 LTS16, 1.781S. LTSZO Light, T­vst Strairs, I AS-20 Z) Sil, TFun% Plate I I SS93,6i8 Bypass Framing Viide4fipStrut Connector 0 6 PL13C, HGLSD HGLBA, HOLEB, Hr Hemy Glularn Searing Plate 9 NSTA30 MSTAX ST13215. 5T67-14- STIR, ST12- ST18 ST22. MSTC28, MSTC40. MSTC_�2 Straps 54 -il (15 ga) 4 ASHP Hii Plate Corinector 12 XLS,43481414, )a-SH7881414 #14-14 Stronig-Drive XLSH Shouldered Self-Mling, Tapping 7 HGT-2, HGT-3, RGr-4 Heavy Girder rodowri 10 NSTC661 IMSTC78� STS236 Sr aps, 66, wil (14 a- a) Scisvis low. Lij al UPPIC-Sm pbut '11 NTS12, 10*r`1518, MTS181 NIV',20 reTI-30, IATS:24C, lbiTSMC Meoiium�wslt Straps 13 X!nISl0IS,X01S10I6-4V, XQISI2I4_ X0181214-3.5< X07WI224, XQ7061 224-3R, *1016, 412-14, and#12-24 ftong-Dove XMetal SPelf-Drillng, 9 LRFP Unitwers-41 Retrofit Faun detail, Pace 12 5681 596, SASI 81, Si`B.2.06, V82,17, &S2.C6, SIB2.66, 84W. 12. S;B3,56, SIB3 62, V84�06, Top Flarge Jot5tHargers EL#157&R4 X01114SI224, X01114812224-2 5K XQ1126'1224, XQ11231224-21K.)(3421016-5K, XISIGIO, X1810104K, X1Sl214,X1BI2I4-15K TappingiScrevvii, < &13412, N084.28, 51134.75, SJB5.50 = 13 S4BA2 121P, S?BA2.11VIG, SLISA2.12FIZ SiLIA2,12r,14, SieAAL,Jlg`S SyDA018/10, Top Flange JoeltHampers §W ftguitlitodlill, NUM hr. gT'Nams RroldvSa Dew-riptivirt SiBA41&I2, WBA41W14 I r.T-HP Adiresivu Anchor for concrete 14 SIHIA Hurricane Tie 2 GAC,,GDP, GOP", GILIPM-75, GDPM-100, GOPS, GW 50t GW GVV-1100, GTH Cae-actuated farteners and assemblies. < is si� DSS, SIHOSIR, swlios� sd� rli DB, SiTm 5S, aTirilEn HaHowns S le..)PA, PDPAK, PDPA�MG POPAT PDPAT-K PINIAf� RMAIP, PINANP-W, PDPAVVL Ptnividri,-airtuated 5asteriers, threaded etude, an-rd assembiks ,16 SiHDU4, &+DU6, SiHDUQ, SIHOUl I Holdlirnot KJPKM_-MG 3, PS1611-3, PSWL.3-K, RCLDPA, PLX_-LnPA CrTRHA3, PITRHA4 __J 1T SfJCT, SfKJGT dit'sk Hangers 4 SET-3G Adhesive AnchcT-x ron.crtne n SHEE-tr NO. March 6, 2023 lmm%L A NIL .3 a) C/) > IHAW-DADE COUN r.-' PRODUCT C MNTROL SECTION FGT Inditstries. Inc, PG�T Industries. lur. 0 0- PGT Lnifnsnjes. Inc. (3) 0 0 1 1W.- SW :4 57.ftt Rom 2,02 N, ()TIC1 OF ACCE PTANCE: EVIDENCE `,J�BMTTTLD a) 0- . M -0 C-L .DEP-4RT3,:M,NTOFREC.'E���L,A.T,ORYAN'I)EC�ON'O&Uic RESOVRCES �RER) Wa= floh& 36175-2'474, SOARD A"- CODE ADXWN7ST1UT1MDMSI0.*4' FC765)115-25" NOTICE OF.IC CEPTAINCE: EVIDENCE SITNUTED .= i (1) (35 0 u) NOTICE OFACCETTAYCE (XiOX) I. Evidencesubmirred undet prei -ioas NOA D. QUALITY ASST1,&LX10E = = M PGT hulustries, Inc. A. DK-VXM-GS B. TE'-TS (continuedi 1. Nfiann Dade Depattment of Rrgubtosmy and Econ Resources FR,)- 1070 py L N-Lanufactureills the drawings and sections. 5. Test report on 1) Au'Luffittation Dmi - uer FBC � TAS 202-94 = 0- 0- (D 0 0 NorthVenice. YL 34275 (Submirted unde-,.'N-0�4,.V& 11-0107� 04) 2) Uniform Static Air Fnessuse Tev, M, FBC� TAS 20-1-94 E. XXTERLAL CERTMCATIONS SCOPE� 2- Drawing'-Nlo- 30-55"10.0� titled Sliding Glass DoorNOA i sheets 1 3) W�atcrResu;rance rest- per FBC- TAS 202-94, L '-Notice of.kcceptance'Nio. I-"5ZSJ4 issued to Vision Emmmion Limited for -their = -0 0 i This NOA is being issixeduadem the ap plicable rules and regubboas governing the use o f construction riraiterials-. The thr Ough, -11, of 21, 5. with A dated prepared by inanuf actur-er'dated 1"(t,1055 4) ge Missile Impact Test per FBC� TAS 2011 203-94 Rigid PVCExrerior Exia-usions for'llindows and Door dated 08.41015. 0 > C/) -0 2 E documentationsubaintedhas been mvieured and accepted bvMianii-Dade Cou&yRF-R-f�roductC---�utroiSect-�--%Ato 0 4 N-17. siane-j and sealedbvA. L-,=Nfiller� P.F-- Cyclic Wind Pressure Loading per FBC. TAS expiring, on 09,3049. (D be uscd inMaint Da* County and oftr area s where alicavitl by&e Authosuir Hrcmg Jutisdicttou (AlVl. Forced Finy Test - pe FB C TA S 21, 02 - 94 1 Notice of Acceptance No. 16-0920,08 issued to Vision Extruston Lanited for their �17E C/) 110- M ThisINOA shall not 4evalid aft" the expushon date staredbelow, The A&ami-Dade County Prod=t Control Secom B. TESTS Wong with mailoed-up draw m-gs and installation, diagram of %-mvl sliding glass. door, prepared 1000 Tan 202) and bghter Shades (Non-Mlite) R* Exterior Extrusious for d PVC Cf) (,In Mwanil)ade County) an&'ortheAIU(in,amsothe:rthan'�,%�tiami Dade County) reserve Itte right to have thi� L Test repotton 1. 1 Uniform StaticAir Pre& �e Tekt� per FBC- TAS 2202794 by Fmestration Testing -or Lab- Inc--Testt Report No. FTL 9:549. dated 11.06 1 5-s and - Windows and Doors". dated IM&M. expiring on 1129� L 2-1 Largelviusile Inw-act Test per FB C. TAS 20 1 -9-4 sealed bvIdalmisOrtegga.P.E.Jest report I Notice of Acceptance No. imued to Vision Extrusloti Limited for thek 013MM the saftnuhchuW will aicurthe expense of sarch te on and �th:e AHStanyiramediatelvrev oke, aso difv% ot CvchcWmd Pressure Loading M FBC'- YAS 203-94 - 11 6� Test report on I)Ak Infi-&mfiou 7e-sa. per FBC. TAS 2202-94 Coated (Tainted or Laminated) Nklifte Rigid YVC Extet-W Extiasions for stupend die usee of therjunsdiction. RERreserves the n& to revoke this acceptance, if it is deterinined bylkiliarmi-Dade CountyProiduct Conalial'Section that thstprodxxt or nrooerialfailsto - - v - -A - -ed,3 along with mark -up draivings, and nist.2,11aTion dia rarn of " yl shdmgglass door, Mpared 2) Uniform Static Air Pressure Test- per FBC- TAS 20-1-94 lVindows and Doors' -dated 08113115. expiring on 09,30-19. raw die requirements. of the aipplicabLe budding code- by Fenestration Testing Lab. Inc.- Test ReDort No- iTL dated IN71 15 - simed and -1, F -3) Water Resistance Test- per FBC- TAS 2102-04. 4, Notice of Acceptance No. 1"'712.02 issued toENIERGI Fenestration Sobitions USA,.,, This product is approved no. d1eirribedhejew andhas: been designed to conaply with the r1losida Builliag Co&� 12 4 6' sealed by idalmisOrrega. P. E, [Teit rep-ort revil ed, on 0-2:1 -5, 16 and Q - . i 4) Lxge Mis - Impact Test per FBC, AS 201-94 sik Ir TAN des (N Inc, for their 3040 and Ligbter Sha Non -White) Rigid FVC Exterior inc Wing the High V elm n v Hurricane Zmw i w - Tev=perFBC-TAS202- 2 Test report an h.Ai. Infiltratim 14 1- - 5)Cyclic­WindPressurel admgperFBC,1A.S103-9-4 Sio Exrru us forWindows and Dooti" dated (K15J6, expiting ori, 01`04,, 1 DE-cYcRiPTxo,.N-. stries Glass Door (Rtinforced)Av1wo900&- 13.46cortiers-L MV. 2 UTuiforni, S t a t ic Air Pres s Lite Te, s,�t- per FB C, TA S 2 02) - 94 - along witlinrAced-up drawngs; and ita-allation diagrant of vinyl sliding glass door, prepared 5 'ERGIFenearation Solutions TS - Notice of Acceptance No- 16-0712.04 issued to EN L� -k APPROV.AL DOCLAM-N'T Drawin r No � MD-5570 �O Rev R titled 'Ninyt Sliding Glass Door NOsk sheen 3 IV a r e r Re s is t m. c e Te s t, p e T F, B C TA S -1 0 -1 -94 by Testing Lab- Inc.- Test Report No. f TL &4512. &aTed 1-21 -15.4nedand l. 2 `04 ­Bj Inc� for their -ouzeand Lighter Shades of Cap Coated Rigid PVC Everioll I Wough 21 of 2 1. preparedby maw&-rurer. dated 10 �05,15 and last revised on 10110 1 /-11. signed and- sealed by 4) Large Missile hisp;ic t Test per FBC, L4 S 20 1 ' sealed by Idalinis Ortega. P- E. (Test report revised on 02:115,22016) Exn-uAous forWindows and Doors"dated 09045r`16. expiring on 04,16120. I A Lvtm N-filler. RE_ , al �FB C. TAS 203-P4 5) Cyclic IN' J, Pmmir c Loading per 7. Test repost on 1) Uniform Static A=,ax Ptesiux c Test, Per FBC. TAS 2021-94 Notice, of Acceptance No. l"712.03 issued to ENERG I Fenestration Solutions USA, � bearing the Nfisini-Dade Coun Ptoff:lwtContrzilFjL-i6utor=-staaV-withtheNo'uct�of 6) Forced E=ry Test. per FBC. i.�S -!)Largelclissize ipadTesrperFBC.TAS20l-94 In, X% in -Jor Then- "White Rigid PA-C` Exterior Extrusions for � dows and Doors" dated ianai-Dade Counry, ProllucT Control Section Acceptance aunim and expiration dim by the Mi along with inst.Dation id iagram of,,nnyl slid glass dm� paepmed A, - -94 3), Cvckc- Wind Pressure Loadin FBC,, 'r 1 S '103 09110,JI'T expiring on 012"g. z %11S,SnX WPACT RATM- Larp and Surall.%fissWImpoctResistant Lab , Inc, . Test Repo. F TL 8 -546, d ated 1 D 615. signed and by Fenestration Test mi rt No along with rnarked -iip rinw-ruigs and installu ion diagram of virlxl 5liding glass docc, In epared 17 a ' -3 7. T", reports IN*W� 10-002-7,92(A), 10-016­N10527, 5 5753-09. per ASTME-84. Limitations: L See table I (sheet.:7) and table 2 (sheet 81 forappkcabIt SGD unit stres- design pressures. resuf6areenaeats types. -- sealed bvldaluim Onega- F11 E, (Test report rvvised ou 01�104,16 and 10-211-2016' ) bv Fenestration'Testing Lab. In,-,,- Test Report No. IT 1. 6633 (saniples A-1 thru A-222). dated 174 63 5. issued by EXOVA to'Vision Extruswn for cdailosic ASINID192-0 and AS IMDA glass types. sillriser(see table;B-1 & B-2-sheets 7-9) andanchorlayouT Owetsreipurements In 11 thru 16., Test: report on 1) Air Wgtn, tion Tesa �. per FBC. TAS 201-94 -0. site material compos 2. Rijad Wbite FVC- Tan tNon-white) Ri_zid PVC andBrown c oat -Ad tPainted or ted) white Ripii P17C to be t'Uniform -S t atic A�r Pressare Test� per FBC - TAS 202 -94 010* 041 �Subndaed under -Y 0--J.Yo. 11-0167 04) la t* Le d jr e r re * re re c e d NO A 7 s r e quwie zue ut s D Watef Resistance Test FBC, TIAS 1-021-94 8 Tea repori on. 1), Air lafiltration T t. per FBC,, TAS, 11012-94 S. N or tee of Acc ep tance N o. 14 -016. 11 isme d t o Kt it at kN r Anu Tka., I ric fo-4 their 4 - . E�mrers operable doors mint owiply with mix clearwidth orhe#tpet FBC requirement. as applicablee- -f , J Large -Xiissi ke InVact Test per FBC - LkS 201404 2211 Uniform Statri. Air Piessure Test, per Fz-C TAS M-94 - 1 (Clear and MIlle) lnterla�er-. on 0704r IS. MPUW 4. Porketwolls uittler separmappirovat to be reviewedby Building official- 5) Cychic Wait! Pressure Loading per FBC.- TAS 203-914 1 3' %%,'ater Resistance Test. per FBC', TAS 2024W 9a Notice of Acceptance No.16-1117,61 issuedto,Xuraray America. Inc- for their - - L AREI.ViG: Each unit shall bear a pennament label w-Ah the manufactures name, or loso. ciry. state and series and 61 forced am Test, pff FBC, TAS 20-1-04 4) Luge Missile in4nct Test Ivr FBC� TAS 201-94 Ultraclear. Clear and Color PN-B luterja�vrst on 071)81119, f mvingstatezatau-1%� - County Pro duct Control Appmcayied"-nol liarei'a "billi: Do& led ings -upatit of vL-nVl slidiagglass d r� prepared - 00 5% C ychc %7 ind Pressive Load mg per FBC - TA - 2 03 3-94 RENNEWALof this NOA diall be considered afier a remvg application bas been filed and there bai beenuo R by Fenestratica Testing Lab� Imuc.. Test Report No- Fn S-547, arted IN+15%, signed and Fo'rced EwryTe sr� per FBC. 71EAS 202-04, F. STATENEENTS clianae indie applicable budding todenegatively affect* the perfortnance, ofthis product, i�akdby Idahms 0itega, P- E- (Test repoit revised o,a 02115' 16) alm g xvithmailo-ed-up drawings and installation diagrarn ofvinyl sliding glass door. prepared I. Statement letter of confmuance with FBC--;* Edition (2014) and FBC-61b Edition TEE�IiM, -ATION ofthis NOA will oc cir arwr the tion date Or if thete has been a re16sion oT change in the� 4 Test report on 1,)Airlailtratiou Test, per FBC,. TAS 2,02-94 b!ir Fenestration TesTing Lab. Inc, � Test Report No.fTL A-21 thm A-5-- ated materials. use- "ormanufachreof the pioductorprocess. Misuse of tuis'NOA asss=emiorsenaeutof anyproduct. 2-1 Uniform Static Aur Pfc-s-urt Test- per .1FBC- TAS 20-2-94 1-05-1 G. signed ar-Ai sea"ked by Jo rre At- Canso. P E� (SnMifted intafer .;V0.4.V0. 11- Statement letter of no financial interest, dated 0449-1T isamied b� mantifacrtirer. signed y oft-rputpose& sbAll auto�natic ally tenninate this NOA. Failure to, couply i�viti a= for sales, afterfising or att 2 W a t- er Re swi s t at, c c Te sl z pe T F B C� TA S 2 0 -9 4 0 1017 0 9) it sealed by Lv= PI section ofthL, NOA shall be cause lbr-terninstion and renwvai ofNOA- 4 L a mg e -N J I e i ftW z t Te s t p. e r F B C - Ilk- S -) 0 1 - 9 4 1 Letter of lib compharice�, part of the above rest rqwi - ADVERTLSFAIIENT. The NO,A a uniber preceded by thewo r�ds Asuri -Do de Ccusih�. Flo fida. and fo llowed by th e 5 0mlic Wind Pressure Loading per FBC� TAS 203-:94 (7 4� RER Test Proposal 'No 17-03S7 dated 05M /I Tsigned by Ishaq Clianda. RE expiration date may be displayed in advwhsuag bterattuv- If any portion of tbe NOA is &-splayed. th e a it s h all b e 6 Forced Entry Test � per FBC � 1AS. -102-94 hor, ation calculations and structuml analviis, comIplying I Anct verific, with FBC-20�14, doue In its eojiwty� alon a with narked -up drawings and inst allation d tagram. of " vinyl slid ing glass door- prepared prepared by PGT dat ed 2 �W 15 nd last revise d on- 0 2� 15 1 4-5 signed and scale d by G. OTHER LNSPECTION: A copy of this entirel-40A sbaV be prokided to the user by*Le tuanufitcruer or as distributors and by Feamtration, Testing Lab,� Iric. TO -it Report No. Fn 854& dated 1104145. signed zmd (Sit -%whMYL mumet" P1, - blit 1. Notice of Acceptance -N -10 To.1-5-11 .01, ismied to PGT Industries, foriliff eris thall be availitble &r inspection, at dielob site at die reqAft-t of the Building OfficiaL e 90- by Id a linis Chtr ega.= P. E (Test repl:;� .1 r our ised on 0 104 16 and � 0 2! 11 '1 6). 1 -1 Glazing ocomiplies with ASTNE- 13100-409- 0/27770" Vinyl Sliding Gl;tss Door (Reinforced) - L�M.1.7-, expring on 04,14;21. -" & renews NNO-A, 92 "4 1 idencepajes E- L E 2- E-3.114. Tlais NDA revis .9.05 and consiah of this pagge I and em J�, I &5 &E-6 as well' as appr=d dammentmeti6oned above. 1-,�haq L (- , nda, PE- 'ba lsh*q L Chanda, P,E, Ishaq IMMS&I PT The s0batined docavienution ivas reviewed by Ishaq I Cliau4 P1. Produe t --'- ontr-all Unit $mperiiwr Product Control Vait SupaTisor Product Control Unit $up" ear NVA Xa� 1.1-0.10.913i NO -A No- NOA NO. XOA:So�i 21,4210.03 Expiratiou Dam �kprll 14.' =6 Espirati-ion 11art. April!4.21026 Expirstion Datet April 14,21)26 E*ratioa Dato, April 14,2016 r,!- ApprOTal DamMxreh '.0:1 'Appr I lb te; Xla- T c h f� 0 Z 1 Approvalliatol Nlarch.1�9,210121 ApprormtNto'. Nlartb IFL,,11*021 % E-1 E UL 0 5 2 23 5 2 23 PGTIndnsrries. Inic. CGI N11ndows and Doors,. hic., PGT Iudustries. Ine, V" N OTIC E OF A C C EP T-A E: E N TD ENCE SUB-NOTTED NOTICE OFAC CEPTANCE- EA-MENCE ST-B19TTED N 0110E 0F.-j(:'"PjjA,%:U: IVE21.'ILCE SUBWITL Virtual Review As Plans Review st, Inc. '-NLALTERLALC'ERTTFIC-ALT-IONSfconfint,ie) complete; for compliance with the 2 ind approved R approved 1 1 Evidence Submitted, under previous submittal E. N Evidf uct Stibmitted by Debra Anne Kla FBC 7th Edition h E ition Quanex-, Part Super Spacer Standard comply*g with ASTIN1 C518 Thermal Conductivity ii PX2300 A. D&4AMqGS 0.881 3TU-nif hr.-ft-' c*F- ASUM F 1249 STM D-398 lypcn-Pavi, AST-N-1 E A. DR -A -NITS 'GS; L Drawing No- MD-5570.0 Rev & titled ­VinV1 Shduw Glass D= NOA (IMf', sheets -2190 I.G- Durabilit-v-No Fog -Pass- f.5m=41fifired underprewom �Va4X-a 154409.04 1 Draw* No.11D-5,570.0 Rev R titled "Vin, ing Glass DoorNIOA (LINDF., sheets I Slid I tbrouib 21 off, 2 1. prepared by mainlac dated I Hj5e 15 and last mIlsed on .4 tLroughl 2 1 of2 L prepmared ky tinnufacturer, dated 10. `0 5.1 15 and List revised on 02-V 1,,2 1 04 C' 2i2-0. signed and sealed by A - Lymn Miller. P -1E (t, Quanex Pan 12tti ase cotnplying with ASUNI C-5183 Ilkeruia! Conductivity 2.22 BTU-iw sic gned and seaked byA . Lynn Millet. P E- ASTNI F 1249 IA717R-Pays� ASTM D 1434 -Asgou Pcrmeauce-Pass� ASTNL1 E Nwe- This mumision consls rveplaccerue= of SaIne e"UST1112 installation screw with flat head. B., TESTS 2189 I.G Durability -No Fog. ASTMI E 546 Dew Point Develoniew -20PF it=. 49 lim 1. Test reports on. 1) Air Infiltration Tes t. per FBC.'TAS 210 2%94 2) Uniforur Static Air Pressure Test. Loading per FBC�T.AS 2102-94 Vision ExtruSlon.6- Ltd. Parts cowpkying with ENTC-A.A.NU 30' 13, IN"olurazy Specificat-ion B TE i5T, 3) Water Resistance'Test- PeT FBC. TAS 202-94 forRigidPob Clilonde (PVQ E--steriffor Pria-files for Vision Exftrusious- Ltd --VEX-.' by 1. None- 4) Large Ussile Izapact Test M FBC, TAS 201-94 A.A.14%1A fenestration ExteriorProfile Certification Prograit-L i'Subistirred rinder-YOA AV 15- C CALTC, r-LAT-10INS 5 - Cyclic Wind Piessure Loading per FBC. TAS 2203-94- 040-0. 015) I None'. alowng tvithmarked-up draiviags and instaMhou. diag-tam, of all PGT lndustries� Inc. 8- Irissan Extrusions- Ltd. Palls couipilyni2 writh PVC,-�k-'UkLA- 303-11 represewative units listed below and tested to qM&y Dows# 791 and Dowsil 081 silicones. f.90mirled under-VOAN& 15-0040,q6i) D AS SUT CE prepared by Fenestration Test mg Laboratory. 1w.. Tea Reports- No­,� 9, PVC-AXNU 30343. Volumany Specification for Rigid Pot, vmyi Chlondle (PITC) Exte-nor . Qt-ALITY &-LN FTL-789'7,PGT PW5520 PVC fixedW-lindow fung 6 in proposal), dated 09103,14 Prcifilles for Vision- Extrusions. Ltd-ATEX-1 by A-ANUX Fenestration Exterior Profle 1� Nfiam-Dade Department of Rmbtory and Fcommi-C Resources (JRFRI FTL-210-2107.1, PGT SGD790 Ahimunim. Sliding Glass Door (unit 7 in propoW) FTL-10- Certification Program- 2107.2, PGT CA740 AlutnOutswing Casement Window-- (mit 8 in, proposal) FTL-1210- 10. Nlrxibf of Acceptance No. 18-1217714 issued to Entryi Fenestration &oluum USA, Iuc� for '"hire '.%,LATErRL4LL CERTIFIC'ATIONS CIO 2107.3, PGT MMOAAhnninm Fixed Window (unit 9 in proposg) and FTL-10-2107.4. their ­1 an 3040 & light shade (nou-whit,�) Rigid PVC Extedur Extrusions 1-01, L Notice of Acceptance No. 19-0305,02 issued to Kuraray America, Luc. for their > PGT PW-7620 A Alummum Fixed Windcro, Nutt 10 in proposall date d 07 i 13 !20. all signed NN4,"in dtows and D oors". expining on O�2 , C4 !21 "Trosifolt: Ultractear, Clear. and Coiar PVB GLass Interlayers". expiring ou 07,0&214. 0 and sealed by Idahnis Ortega. P-E. 11 Notice of -Acceptance No. 1"112LO2 issued to Energi Fene-strattion &ohni m- US.k Inc. for Notice of Acceptance '-No. 17-0809.0-21 issued r a K urara v America. In c. for their &- � - ewmmg an their seri-s- �',White Rigid PVC Exiei�ior Istrus"s foy XI"'Mid"-sand DaorC "Serin-yGlas t (Clear and While) C;Ia ss Intellivers"- enpiring-q an. 07 3 04-2 C. CALCU9LATION'S 0 2 218 ) 213 3 Notice of AcWtance No- IS -1106.10 issued, to Vision Eunmom Linxited for their "Brown 0 0- Anchor verification calcmiations, and structmal analysis. complying willi YBC 7't- 12 Notice of Acceptance No. 2"203.03 issued to Erie M. Fenestratioa Solutim USA. Inc= for Coated tTainted oi- Lamina") While Ried PN*C` Exterior Extrusions for Windour-s- Edition (2020). dated 0402110, prepared by manufactuteri- signed and seaW b,- their -Brouze & light shade cap coated White Rigid PVC ExrerizT.Extrusions, for and Deal W30Y14. expinixg on Anthony Lyna.klillm RE-, Windows and D oovs-, eviring=04`6:25- 4 Notice ofAccertanccNo-18-1106.11 issued to Vision E--m-rusu-mas Luatited for thew series 0% Glazing complies wilhASTME1300-04.49,, -11. and -16. ­TE 1000 Tan 701 and khter shades (Non-Milte) Rigid Cellular PVC Exterior LdL. D. QU,. kL rTY AJS S1 L-4ULN CE F. STATEXIENTS Extrusions for Windows and Doois-- ewiring hhami-Dade Department of Rtgulatory and Econamc Resources (RER) ;� L Statement leuer olf" conforounce to FBC 71), Edition (20110). dated (14 "M issued by nimnifhanirer= signed and sealed byAmhony L-�Mnlhlluer, P-E � F, STATEM ENTS E. 3LITERLAL C ERTIRCATIO-N S I Statement letter of no imancialm'terest aisii of independent, issued by inamufactwer. dated 1. Statement le-tter of conforniarice to YBC Edition (2020). dated 01,0121. issued by I I Notice of AcWaace No. 19-0305.02 'issued to Kuraray America, inc, for thek 041tr20, signed and sealed by Anthony LN-na Miller, P E. nmufacUirer, signed and sealritj Lymalklmer. R E� U) "Trosifoll T-In-acleart Clear. and Color PV`B Glass laterlaveri. enitiag on. 3. Prix -ate Labeling Agreement docuniftit between PGT &med 03�3035 -and siggriedd b'y all 2- Privrate Labeling AF-ftnuent dated 03-1018,21 be-mveen PGT Industries. Inc. and CGI 07VV;4. im-ohreld parties. Wmdoxvs� and Door, Inc., signed, bv De.-oa NI.. RuafL- P.E.. V.P, Eugineffirup-on behalf of Cn 2. Notice of AcreptanceNo.17-M&O2 issued toKuranavAmmica. Inc. f"then- ",SennTGJasX1 both companies. < � (Clear andAllute) Glass Interbyers", expkq on DT,04;233. G� OTHERS CL 3. Notice of Acceptance No= 18-1106.10 issued to Vision Extrusions Limited for ibeir "Brown 1. ates to YBC 20' .10 (71h,EdWu), G OTTIERS Coated (Painted or Laminated) Ulite Rigid PVC' Exterior Extrusions �,expiring 04+21 l;2 1 1 This N.TO-k re-ilses & reuewsNO-Aft !0-041-9,05- kTI­A w�CGD 04 -26 X fer'%Indows and Doors-, expiriw­ on 095.,`30,24 2. RER, Test proposals # 19­ 11, -5 5 daied, 0 1 10, 0 ap p roved by I s hao 1, Chmala. P-'E". mpirike 2. 'The cunear aswcilaled PLA CGIfile �g2 1-0205.01 expiring 04,14��'!& CIO 4. Notice of Acceran ce No. 19-1106. 11 mued to V mon Extrusions, Lir, ed for their 04-44,21- series "VE 10�00 Tau 202 and lighter shades (Non-11-hite) Rigid Cellular PVC Exterlor Extrasions forWindows and Dooi*s-. expiring on 12.29Y'21, < (D 1-�Lnq L Chnuib, P,E, PM. Tzhaq L cumd- PX. P"dun C ourrel Unit Svp#mw Prodnct coutrol 1-air SuperTisor Product ConavI Vult "t-uperriww 'J­&.'�)�.I*�j N*A --NO. 21-01.41.03 < NOA -No. Ex-piratiou Date- April 14.2026 Expirmlion liatt� Aprx,1114,'�026 ExpiratienDare: Aprfll,4� Z026 App rova, I D-,l T* � NIA rCh :Q'.'l Appmril liwte- Xlarch U4. N!l a_ Approv2l Datt. Nlarch 2.4. 1011 E f -6 E 4 SHEET NO, March 6, 2023 EMMA FIA 1.4 0 MIAMM IM L_ C_ =AM NITANII-DAIM COUNTY (D 0_ 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LL Q) 0- 0 DEPARTMENT OF REGIJILATORY ANI) ECONOMIC RESOURCES (RER) 11805 SW 26 Sirce� Room 208 = 130ARD AND CODE ADMINYSTRATION OWNION Miwni, Fljo6da 3 3175-24,74 (D 0 U) NOTICE OF ACCEPI,��N T(7186)315-2590 F(786)315-2-599 NOTICE OF ACCEPTANCE: EVIDENCL SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT -FED NOTICE OF ACCEPTANCE: EVIDENCE SLITMITTED (3) = C) C> 773 Cast -Crete USA, LLC 1. EVIDENCE SuBNuTTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL;4 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffneir, Florida 33:�584 1. Drawkiz No. FD4612. litled "Precasi and PresiressedLinlel Details ",sheet I qfL I LL L Drmvin�g A'a- FD4612, fifled "Precast and Prestressed Lintel Details", sheet I of' Drarving No. FD4-612, titled "Precast and Prestressed Lintel Delaily ", sheet I of prepared �y Craig Parrinu- P, E, dated ch�lq',20(j'3ft,�)dDreni--rrg,,No.LT461-'-.tilletI -eparedki, C trig Parrino, P. E_ dated March 24, 2 003 and.Drmvingvo, -14,'03 and Draw* No.LT4612,fitleti"Co.Ti-�Crete�� 61'&12" 0 > I 1nA_ U) SCOPE: ',N 'J.preretiby �, p? r 1, dated 03/2 V, pa LT4612, titled "(_'asl-Crete 4 6" & 12 "' Lintel Sok Load Tables", sheets I Lintel Sqfe Load Tables", sheets I through 3 of3. last revision dated 06112114. all 7D E w 10 7ffiis NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Pat-rino. P. E., daled.kfarch 24, 2003. Iasi revision 41 dated April 2.q- 27003 both - U) i ough 3 of 3, prepared b - 0- dir Craig Perrino, P. K, daved 11arch 24, 2003, lost prepared, signed antiseated by Craig Parrina, P, E., an 08119114, 0 'Re documentation submilied has been reviewed and accepted by Miami- Dade County RER- Product Control Parrino, AE - 11, 2008� all sij,,med and sealed by Craiv Parrino, RE., on Section to be used in Miami Dade Countv-= and other areas where allowed by the Authority Having- Jurisdiction. & TESTS (AHJ), B. TESTS Ala r c h 2 2, 2 0 1 '41. 1 None. 1. Test repi-wi onfie-rural testing on 4 ". 6 ",& 12 " Precast Conerele Lintels Filled and B_ TESTS This NCIA shall not be valid after the expiration date stated below. The Miami�Dadc County Product Control U`nfiller! Models, total of (131, concrete lintel specimers, per prelnwed C. CALCULATIONS Section (In MiamiDado County) and/or the, AEJ (in areas other than Miatni Dade County) reserve the rightto have bi, t Applied Reso_zrch Laboratories. Repori No. 317464.4. dated 04J717103, signedand 1, Mme, L Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14-201 through 4236, this product or material tested for quality. assurance purposes, 11' this product or material fails to perform in the sealed by ChrislopherA. 1-1amon. P.E_ C. CALCULATION45i Plpwpared by, Craig Parrino, P� E.. signed and sealed by Craig Parrino,, P, E. accepted manner, the manufacturer will incur the expense of such testing and the A.I­lJ may immediately rcvol�,c, ATone. modify, or suspend the use of such product or material within their iurisdiction, RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance. if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfior Cast-C'rete Lintels- dated 051.?9103, 207pqges, prepared by Cran� D. QUALITYAVSSURLANCE L 13Y Jkfianfi-Dade Cloun�y Departnient ql'Regulatory and Economic Resources (PER). Parrino, 1". " fails to ineci the requirements of the applicable building code. Porrino, P. E., s igned and scaled hv Crai�g P-- 7 1 By Miami -Dade County Department of Perniftling, Environment, and RegulatoryAffiairs- Z Calculations for Casr-Crere Lintels, datea'0512M, 140 pu ges, prepared kv Craig E� MATERIAL CERTIFICATIONS This producl is approved as described herein, and has been designed to comply with the High Velocity Hurricane ' Porri ��F Zone of the Florida Building Code. Farrino, P. E., s igned and sealed by (7raig no, I E. MATERIAL CERTIFICATIONS L None. DESCRIPTION: (Cast -Crete) 4", 611 & 12"HighStrength Precast and Prestressed Concrete Lintel's D, MATERIAL CERTIFICATION: L 1Vo n e, F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Vrecast and Prestressed Lintel Details", sheet I of 1, 1. c)ualitV.Syslein IVIanuarlfior Cast-Crele 11achine Made Precast Lintels revised on -May 1. F. OTHER Letter - ftom Casl-Crete US,4, Inc,, dated 08179120 4, signed and -sealed by Craig prepared by Craig Panino,, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4"', 6" & IT' 2002. 1, Letherfi-om Casi-Crete Corporation� dated Febrimiry 03-, 20.12, signed and sealed Parrino, P� E., cerfifj,,ing compliunce with the fi7oricla Buddhig Cj)de. 2014 Edition. z Lintel Safe Load Tables", sheets I through 3 of 3- prepared by Craig Parrifto, P.E., dated March 24, 2003, last 2. Cast- Crete Quality,5yviem Manuolfi)r Prestressed Products dated 2002. by Craig Parrino, P_ E, cert�6ing coinpliance with the Florida Building Code, /Ii-] 0 revision dated June 12,2014, all signed and 3ealed by Craig Parrino, RE., on January 22,2019, all bearing the Edition. C EVIDENCE SUBMITTED UNDER PREVIOUS APPROVA L 17-0821-18 Miami -Dade County Product Control Revision stamp with the Notice ofAccep W�ce nuniber and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 08-0320.09 A� DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 13-0321 �07 1, None. MISSILE bVAcT RATING. Large and Small Missile Impact Resistant I- Drawing Njo� FD461Z titled "I"recast w�td Pr"Iressed Lintel Details" sheet I qf 11 A. DRAWINGS z LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miaini-Dade prepared by Craig Parrino, P.E, deitedMarch 24, 20133 and Drawing,'Vv_ LT461Z tillc-d 1. No I I e, B. TESTS County logo. "Cast -Crete 4 ", 6 " & 12 " Liiael Sqfi,,� / ", s�heets I through 3 of 3. prepared by Craig Parrino, P E., daiedWarch 24- 2003- Iasi revision dated March 11. 2008. RENEWAL of this NOA shall be considered after a renewal application has been filed and there. has been no 13. TESTS C� CALCULATIONS change in the applicable building code negatively affecting the performance of this product, B. TESTS L N`one, 1. None- W TERNUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1, None C. CALCULXFIONS D. QUALITY ASSURANCE materials, use, andfor manufacture of the product or process. Misuse of this NOA as an endorsement ofany C. CALCULATIONS L None. L 11y Miauni-Dade County Department qf Regularory and Economic Resources (RER), product, for sale& advertising or any other purposes shall automatically terminate this NOA. Failure to comp!y with 1. None� - mi tiny section of this NOA shall be camw for ien�n ination aird renroval of NOA= D� QUALITI" ASSURANCR E. MATERIAL CERTIFICATIONS L By Miami -Dade Cou - Depa riment o Re-pilatorvand Economic Resolir (RER! ADVERTISEMENT: 17he NOA number preceded by the words Nfiami-Dade County. Florida, and followed by D. QUALITY ASSURANCE L N o n e. the expiration date may be displayexi in advertising literature. If any portion of the N()A is displa.yed, then it shall j, 1?y)V1iaPni--Dade Courn.), Building Code Compliance (_?ffice be done in its entirety- E� MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy, of this entire NOA shall be prov ided to the user by the manufacturerar its distributors and E. MAXERIAL CERTIFICATIONS L None, L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. J� None, Crete USA Inc-, dated 08108117, signed & sealed by Craig Parrino, P.E. 0 J 'ThisNOA revisesNOA# 19-013�0.14 and consists of tbis page 1, evidence submitted pages 14"'-E E-2, E-3, E-4 and id, E-5 as well as approval document mentioned above. :�/Iel yA.NIakar,P_L,M.S. I-lelrn�f A, Alakar, P.E, Nl�s, elmy A. Makar, P.E., M.S. ,rhe submitted documentation was reviewed by HelmyA. Makar,, P.E., M.S. Pro�ln'ct Con I Section Supervisor Proiuct Co,ntrol Section Supervisor Product Control Section Supervisor NOA No. 20-0630,15 NOA No. 20-063035 NOA No. 20-0630.15 NOA No. 20-0630.15 KAMH)A0EC)DUWNTJY '!'� , -/— Expiration Ditte, 09,1112023 Expirati(xil Pale: 09/1UP20,23 Expiration Date� 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08120/2020 Approval Date: (1812012020 Approval Date: 08/20/2020 Approval Date: 08/2012020 V J Page I E - I F-2 E-3 J L 5 Cost-Crete.I.JSA, LL,C fast -Crete USA, LLC VN Virtual Revie Assist. Inc. NO1ICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Plans Review coml I led and approved for compliance with tt 2020 FBC 7th Edititip 7. EVIDENCE SUMITTED UNDER PREVIOUS APPROVAL # 18-04124�04 9. NUNN' EVIDENCE SUBMI'I'TED by Debra Anni lahr PX2300 A. DRAWINGS A. DRAWINGS 1, None. 1. X017e, B. TESTS B. TESTS 1. None, Nane, C. CALCULATIONS C. CALCULATIONS 1. None. I None. D. QUAIATY ASSUILkNCE D. QUALITA" ASSURANCE L By Aliami-Dade Couno- Department of Regulatory and Econarnic Resources (RER). 1. h�v, ffiaini-Dade Couni-y Deparimew of Reguh ttoy7-- and Econ omic Resources (RER), E. MATERIALCERTIFICATIONS, E. MATERIAL CERTIFICATIONS 1. None. L I vo n e. W F. OTHER F. OTHER 1. (7oinplicuice Letter with the Florida Building C'odc, 201 TEdifion, issued by Casl­ 1. Coon liwice Letter with the,171oridei Ruilding Code, 2017 Edition, issued by Ca-st- p U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E Crete U'SA, Inc.. dated 0&0811 signed & sealed by Craig Parrino, P-E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter iviih the Florida Buildinu Code. 2020 Edition, issued by Cost - Crete USA, lnc�, dated 06,111/20, signed sealed b, Craig Parrino, P E. Cz > A DRAWINGS 0 1. DrawingXo. FD4612, titled "Precast and Prestressed Lintel Details", sheet I qf 1, prepared ky Craig Parrino, P.E., datedblarch 24, 2003 and Drmving No. > LT4612. titled "Cast-Creie 4 ", 6" 4, 12 "Lintel Safe Load Tables ", sheets I C) through 3 of-3, Prepared by Craig Aarrino, P. E., dated March 24, 2003, last revision dated June 121 2014, all signed and sealed by Craig� Parrino, P. E., on Januar 'y 22, 2019� B. TESTS r 3 0 C. CALCULATIONS < 1. None. (1) —i-a-0 D. QUALITY ASSU%kN�CE 1. By kliami-Dade County Department of Regularaty and Economic Resources (RER). E. MATERIAL CEKI'IFICATIONS L Mone. CL F. OTHER L Article of Conversionfior a name change, Cz LU J < cRelin-y _k Mak-ar, P.E...M.S. Helinv A. Alakar, P.E.- M.S. Product Control Section Supen1sor Product Control SectionSupervisor NOA No. 20-0630.15 NOA No. 20-MO.15 Expiration Date: 09/11/2023 Expiration Date. 09-i'l 112023 < Approval Date: 08/20/2020 Approval Date- 081-mi,1020 E-4 E - 5 SHEET NO, March 6, 2023 PA_ '1 .5-- _I - i __ ____L. - I ___ I __ . I I ! I I _______111 -- - m ­­­­H - � / ri LT EF (I 0 ilislic 4!�—��,.�����,�.,.�-����,,�,��'..����������������,�'ll""�111.11,11,,�,����,,"..�����,��,�1.1�,���.�I � TilLiLF-1 TLISTININ a l�:,P�Mit��:11�NgiMIL'ol�ill��l'�3� MUPANY -- ---- ____ ,iiiRf,-i,a-i-iTU-Fjii, RE - ­ ­­­ . . .... .. .. ....... ... . ­ - ­ ---- -,---- ---- �iltcolx'&Rui ra I'Ll`MLOAS1g�I, ,,il'.7 R4- _� L�.­. A6 Doi 1�, PRODUCT EVALUAjKW_R,EP0RT REPORT NO.: 20-0728.01 DATE: July 28,2020 PRODUCT CATEGORY: Sh"Itters PRODUCT SUB -CATEGORY.- Storm Poll flilitDOUI NAMED 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURLER� rollobalProbation. RnadydaUig, 4800 SX 51 Street Dievie, Flo�dai 1. PURPOSE OF EVALUATION, This is a Product Evaluation Report issued by Walter A. rdlit, Jr, P.E. (System ID # 1006) to the Global Protection Products, LLC, Rule Chapter No. 61 G 20-3, Method I 0 of the Florid a Oepa rtment of Bus 1 ness and Professional Regulation. Th[s producl fs being bauxid an Evaluation Report as described herein, and has titseri verified for comphances In accordance with, the 2020 Seventh Edition of "W Floirillis Building Code, and to verify that the product Is for the purpose Intended at local equivaient to ftt required byt he Code. . Thi& Product Evaluation Report shall t* sUbJ40 Poll miniew and reviamn In case lot a Buildling Code altainge that may affect its firrilliations and condrimnR 2. EVIMI Cf- fiIj %MffTr;Q_' 4. 4 . 2.1. PROD -Q-T-MMLUATION DOCUMENT (P-F-" Drawing No. 20-176, tffled "20 GAGE GALVANIZED STEIEL STORM PANEL", sheets I thru 26 of 26 prepared by Tifteco, Inc.; signed and seated, by Walter A. Tillit, Jr., P� E.; dated 07128/2020. This drawing Is an integral Dart q - %,tp,ls Evaluation Report, IFFIAIII, Irl"'. -, I ,, , _30 � _R A r�t �** P!�11�P�.­­­` 0� " �, � - - �� ,., --& � ­ I __ , T� ,�-, , - S -, X0 EN . - - � �_,- - - _. - - � le __ - - - - No. 441,67 '.. �F I - a . — � ­ I . - - I , � � .� W.L __ - - -* : = ----I- � _!� '. 1.1­_ - : *2F �'O' A .. 4� 4" , OTF,-� topioI, .�,R, , 1, n-, , - , 'si ,,il R US - ' � ' - � n I - + 6.05N W,16thStmet,S'uite3G5,-Niiwyj!,F'��'�rkl��Ll�l��)6-1�'��*��kle,���lo�'5,)871-153(�-�*.��pA�4-vi ,,,, , 0"Al '14#rI,';loIAI1 ______ MDUCI-M ALUAM,N_KZVQXLaaTI_aOAbcaM 2,2. TEST REFIORTS� Large missite lmpact a w- ITAIque load II iii performed under ,L"rr ' ' - 201, 203 as par section 1626 of Via Florida l5uliding Code- ilnifoirivi.�­ I . _ - , TAS '202 Prot<a of Test reports prepared by Hurricane Enainearru-tj & as per - - I _ Testing,, too., Remorrus is 96-669 &-led 08,I090 096, #96-571) dated 0911 81 1911�i, #-96-T30 dated Oe-I20.11996, all Mrse 9;gned and sealed by Hect f=_ 'e- IssiI i1w. - 1,Ii P.E., Fenestration T-esting Laboratory, Inc, reporis #20Y2 dated 0-4- 11Q_ = #2126 dated 101Ok-�.,�199.8-e4itni3sn,'�?dbvGilbcrI Diamond, P E andRe.no-I-11 . � - I - 0219.01-09, dated March 1-4, _20 ._�. sillned and sealed by Edmundc- ­,maespaida, P.E. and Henry Hattem. P E� Tensile test report No. PIC-M-1 97 by W, Metalturgica 1, Inc,, dated March i 3 22twDg. signed and sealed by Frank Grate, P.E. , 2A-3-TRUCTURALENGIN E - 7 I.Q. R49; 0 n 20 Gage G abe nizeda Steel Sta an Panel for waxi murri pai 19 rigth vs. deal ;g" wind load, as: welil as -naximum anchor spacing vs, design wind lead and Perot length haF.,ed on rational and ownparative arallysis, ana in accordance Ri section I 61 6 nI the Florida Building Code. Oak%flatlonls prepared by'Fifteco, inc- dak.ul 11ACINIOH and 03/1215, algred and sealed by Walter A� *t`ihii, if-, P. E. 3. ML$.SILE-REACIRESL�-T-1-L�-N-CE-. Large missile impact under section 1626 ot'dre Florida flullding Coda, as per TAS 201 Protocol� 4-WND LOADS RESI RESISTANK& - - � 20 Gage Galvanizeta FS-II Siomn Panel has been v6rifieJ to sustain wind �� , pressures. Maximum ipai,el length shall be as Indicated on sheets 63 10� 141,. Is, le, % 25 nnd 26 of 2.1 ist Product Evaluation Diacurnern (P.E 0�), driparing No, 20076, flikaxtrnum Anchor8pacing shall beas hidicated on sheats ST 9 I ' 0, I 1, 141, 11 11 I 711, It Oil I 9, 220 "- and 26 or 26, of Product Elnaluadir!lii I [Xiourrilf irp P ,r- =Tt _ i,t t drawirif; ift 20,47C 5_MTAL1ATX'lN; I ristrill a Lion shall tat perFormed stri in accordance with details indicated on shearts 3 thru 7, 1 0 thru 20,F 23, 24 and 20 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to qlasrs shall be as indicated on sheets 8. 14,16. 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20­176, oll III III I11,111% , ,ok ?, k T14 '% .,,,%��Ii� _-_.Z,,I x \� .., . �� x ��!�-.,. � V ;s., 0 .. 14EN&e,., . % . ­1111- ,V T:�- � V\� % ,I. . ,_T�4mlel­ '1,7_�� .. I I,- ' .- 7 _41 , --44167 ', I , - Z­ __l __ � __ , � ­ � * :*E 7 �,di , It " " ', io�I . , - . ­ I��. . .- I ,_ -* . ,ST,ATIE 'Of ­2 *-' N 'iF 5� .:D��, -1 ,CtORIOI ,-*,;�,�,v ,vI�, """' �.- �'N I , 4,AA , .1&_.- k'a e A, - ""106AL05,00 phimIT00%, ______ - - ____ lqutm& - 02) [I. WA ThFFI PF��_ ',l,TFA4, OR PAI COMI ­NEEII Ys�I Oil, WDIRIFF KORDS FIE PIATIV 91 I.t. O" �Fw 2G_%A%-E,c&)W-N0M_ME&_%Mk_Wj= IFX15TIAG OFFILL kaiiisFiFF, Sli VE LONG Joi TO Ri TF� sisiF 15TAUCTIJI'LE 8EFRr,V SLAD.T1 FMSID�r � rOPM rftii_� ]sImN ON, iTia ppluoLt�, rwitw-bk OOCUk"T IFE'L, FsFI FFE_ss'_FjIrI,L fCTA CTA�L,,,C! 11, . I - , rf�KMAr,c 1-IrLT 9E AS KNEGIND N, L I) Ass IN RZ M-=WJANCE II TFT 2,170 0TH -_211174) I)r 7119 FtOATI Em.XRM, MOF ­� ys��,IFURQ_Vi ITFs_-.?u`M_WVXM� 5_lsvT1k_jiiTq_. - � -0 t1,AFF,iN x,MT-OFT'S. AS ePAuFi,X1,JRFU ITT IT. Fi­­i-A, ,wF rRSTa% MIR) LOADS si W 11MRAMINIip AI PER 1SECTICIN timl TOE A&U& MEKNNI:� ': VtIf - rh,4 - - 1­_ Rl DO Cij,45-Tel ii F ��­ � F�- FVA A MITI, Si"Ka Air WOUFREs W 'If ,;T,ft;GI WIRCRE tum Sisram Wi Us ,;�T__A�� 'Ap � l... it, VI ni in AND PRATROATATIC FLU, -:­ - 1. - A­"­�Tviii EA -I FOR 11, rHATOC7lNi1OITFsF`rF"7Q1A 1d­OMl UliNP ASIDE ?- 16 AMD LM'D. NOT II w I AS Ci - F_'A '4l; SCRcom Pro 4D.Ir ISO'D ��i_- _ ,,/.q!r W., 61, T '' - �_ I 'AIN, ,gj Dj1,DT:1:jjA:E[� I Or FIRLORATE RATTIM1.5 449CITIOD OR STeM � PRIIA TIA I#. t!N 16. 19 & li, . I ,I i , Fi 4 - 11N�Tll I ­�,' t� irl'IATI :I 11:0 � IT% CARAWR I Ita" 71117 AMINO CTLIWWIII`�N, 1010101 ASITAIII TATI k0as VIT_FF_s�� I sTs AsU P � 1 IT I Z IF U1N0`I TWIRIA'aEu FrIJACIALIT1101I i ACII'll" T4 -ililiT, lim:,HTM, ­," A 11 1, I �i " i ��i!�' 1:11TIll I 111"AlAruiI 5iJil SHALL FF RAMP REMI �0 k DOT, VILI W0143 q 1.'A&TS III RATILTIMMING POI4 ,',,- � �i 11 � III , � I ! -1 I ssViA 10 ANQ PAFTIfljRAR_r �EFAMOID TO MPAIRE r"faL *1 019: I, lO; LITI'AMIA PlivDIDIMl RITAFT05 RiOrme DAN , I,�s �Fss -_, l'Il 11�1, III q 4, RD ' " - lF, CkDET, ED "ERF), THAT ArTO,AORS, 01 IlAil Ii tl AS TELSIDS) FARM NOT .Vi "TRITOlITO A INT: T111IMAT1 IT, AkLM4eLf , 1,-, Vrai �-KeAli I'VIO171TRATION Of LAC SII411:4' Fs-, � Ts- WDIX ITUIAIC ,91- SHALL K ;.'I AID F,LTtROM F �,D ... STNE_ PqHfIFORTION WM 'T'I SHAA_ K COKIST7RED Ts ssI ,�: TI,,Il AIF MIs TNKEAMO AVAITIM! - VOR VI IMACTS, ARAIS haT_ IjSn IN TAIrift MARLMS rXiSTIMi SPOCW, TO Fi INAS El DifTMAMITin, Ail ,NICORDARKril WITH NZ-_ MIS, 4: iT r"N'TAITA EME "As"'OLFTE OF LAC SCREWS, INTO WnFOV S1­11, EII IS -TTT1,TLb IN tl,il� ORI STOW PATTI ADERNACY FW FIAPP.3 AND WAD RESMAITAI RkS IIEEN VERVIEr N A=CiIlDkm� *FITII UCrM 16DO, Or -a *Fim,,,-v Ts-c-FIRFiTION Or wolin qvsk% sm- K s/A- 51 - O-Fin �__FFFFFFI USED T,'V.L I I t/V t0o TRI Ti KC&E MeNnIFFIFFEG CODE AS PER R&OWMANE EAFGINV�PTNC & legiNs .0 ReFFOWS FK-IFI 96-5?0 & 94.-T30 APID � _� FEW-STPWM fmwc va I. 9EPU.T% M32 & #212t AS vr--,wmI �­%_ 7_�_sw AND TAS-nr-1 14�_A_a 1IFVtX1ir 0,21 "D 11 WINIMUM __. WI V_ � __Ts___ As WELL III AsIVI i �M Or W,;TV, FLORIDA Ri tDI- � �-�_ -_ _�'� ll_�S kO7 AND "" - 4iFASF� H­F41 set_U�" SFTW, OR PRII 0MI PAT,I__ - O wow BOARDS BE MOO ON TIFI_ �M*f li�g "2T ia­F;AsI RI ANCROFM S-40I 8E Low_ CKOL"i to �IXDH 11-E - I FssF,II 0EWNE, SUIN PANFIS � AF.L -LiLR0Nuu DFRIJ�41FM - W 50611­% AUCY AND) TEUPEn. 41IFF11--se Or -Mesa Tis-_O) SEE SHEV, i AsssiRI S�� RE A-1 SARF14I TT C ji C 2) ATF - 4 1 ALL ALMI SIAM IFFIFFAL ISM AT CkOSURES SHALL HAVE 3105-14 Ail.10. -Dil iisI_ I�� FE lN5TjkLLED FOLLnwi A� OF P-E RIFOFTFF!Fsssii��IF�, ­0 7Fs=C 5 OF Of A4i - ­�_ ��-­ 4 ALL FaFFEL SNI� FAI Fiss-I �H� F(AIW �7RKTURAI OP1,N-M STIDI ASTIR A-155O - T Q - � �;,Ai* �_, ViAmiju. �­ SA, a FFFsE - __ II_ RE WSTItLM HORIZUMAL�" 9FFM1MI`,N0 4*57ALLAI DLTI.A_� 510e­ CII SCCNIN I F,0101,1.1 E- __ GARVAaI IGI DIFFMIFFITI Fi,frl- 56 ". ,,, (AFTER ROUZ�a 11FT- IF __ - - HEADEms (D 46 (Z) SAW-LL ING' BE LAM -- -_ - - __ 5 AU SCROAM 1� Aft STATTIFFM Me1_ JI ON jM ATS1 SERIES Oft COFIFFIFIFEM sssIsss MVIED tXAfMh VEIL AS PER � -1 ��­ 51- �­, QiFsFsF?"i`asJT Of 7714 "C"IfTifJOR 1, -ei �- YWLD 'a11rHG1H AM X It., TIERS" S,1AIDTAGII . s- s0sRLY Try' ,L�1. 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PffCA51 COINCRETE PAWLS. �FIVEFIN- �0 OR AR-XV OWDS it -VIRT) (* rki 15 G" ETTIGKLC�k, VIAU SWIIHT It) THIS LArIiR TFIF Isis III OR­F�-_ rr�l� TATMPW � DAISMAX vi OF, FLOOR, AWFIMiTs U.U. 13C ,ow, "Ai � _11I s=W mi SITIFIFACTUARE SEIR.0 IIJI - S VAIN, RINI T,AF:;uCRTAQ( 9i PC 09 IFTENITONED tFF -) AND FIR A _- FFF; I � Is S.Au DrAR THE OATF AND ENfDAAl FRI FITZ NFDR40jis Cs �._ IROCS 1. .1 , ­'-,TQ - ROCOAF0 TH'T" PKPAREZ� IT III 1;4 , LMX-12&_L)2%J= - sOlMAN.L. I ,.---W 14 ST1HFTErR "".1URi kMj1tj JTIAII� NO ACTIVICID ON 4 Tib­f_�, �q4b%t '0CA'IDN ON I T � ld" 0 TOCNA, FANDOMAOT AS PIARIODACTIAREn 0, l T A, Sukom Oil' PANEL SAVATEP IN ACCOARIANRIr. MIT III VM'DITIAT IDOR 4 3 In 4DIFF" ANLIALIDWTO, CDOT Q44C kiii _ 1,11�1 IF FF ?,�', ,,Ay�, jR,R,F&, 4, CATALL _�I ", - � ip%, IF— j IF,AI BE ft-MCED FOR _Vonr CITIVNINT: DjjR[ 9NG T41 OTRAFI�T As� �,FfTari I TOO A ? UT TIA: � kuNkjrAOjjrAA,r, Sir D , � - I AFFORTs ;� i � , -'4`4 Y ,-FV- RKsTI-SIR A11,11DAP)IRS, AS PTF7R81JT7O [III' AIO _ I i -ii sssr.kn, TO I; t 01`40, aIiisv= 11"XIC OOFF I"OFFIffisil" V "4 I ­­1­1­11 r hT FL ` on I _Cl� , � , C;Rj�;: "11,11",""1111" - jr- 0 ,1AM-441111 11ORAi AT hTlIll IIA01111TAI I%OO ,10,111II'DWITS, A, %IAlts�. `u'rI,,, rsF Licr, TODRIDIAONDITitie O Dill OAN�DR , �IAT PRIFFOLCIS, THIN TI IT I, I �, 0 IT""A" _,��t,!,�Tijipir,,,, Ri THE _r� TO _ - 'I.- # CP ITAF-ARP 061,10AR ,AS MITNAAAMUNSO 111' lMT­F`A%T CORPOTKIAO"A , A � IT, _ I ­. ­­_ . ­�,,,z - ; . . � F�, . - l I ,,, "��. .... FXPMA IRLHOING Cost �Wgh Vivatliy "�Iear=n Zor�t B I) WhIiI F.IMMIARNT kA TIMI AA,CoIRIS. EII'Cl 904ellAXTITS AMID OF flip-riOTI ANC,ACA1114 TWO 14 O ...... ,� M_D,TK _iWIT Sl*,� RE 1 114- � " - - 'u - ip 1, . I .",,12I, "j" st w, N.2�� '��ies,­N AT SnLf-_%FT - .3 � 11) _ 11,10CF, -4 167 � . ­ zo GME CALVANIZED M STOI PMa f V­_ �FDNTAR 31,A, FFE rJAINFRATil 7/aF ,% 514E 4'Q,W,P�Af ; s -----I---- !,r A , _20 _ WI _ =.n'r D'It., � - , ­ _­ ­;.�_% __ 01I.AI _ V , S K � I �_- ,sils VIM R`-LkVC - -__ -RUOTITATO Scw 5V III " � 7 . 0 - , , �MIF - - Cil :Fs�-Ar��_ ; � GLOS LLCJ �W_ rx�- -0 I WN W STUFT`-� S - _r, / 11LIEC IHII LOBA , - sffa � ANN, � -�u F04 Wki- " - ��D. S-1 ris --79-,- - � , MAT` �. V ti. . __i' ' - __ - li ,fiSiiR-r`­f;9R1affi;i exami"y �r �.[_ -1 1T311 2­1 11 ­ �_ "' 0 , I Tilk �14% - -4-.�= -ZAAW - ­., __ %,�-�Fl-�OR - "�_ NIHN- hl.& `� 1V4F=­ � . - ­ ss � , - - , � , .- - 4 .119- ___F��� ,i,- - ­ - ___ -iiail"s - __ � . L .,7,. _,_7 I I _= - — ___ "I'll-41 1__.,�,_ � , �� I # - __ ,E-&QkUCIX�y��!�,9,�,l�Ll!fi-�RN-Ta�='I:-*!Ul--'.OzraLU � , - - 4.-M-AT tPECIELCATLONS; Shall Ise sl6ctly in acooridance with General Notes:and GII!Amponents indicated or) sheet'l, 2 and 22 of 26, of Product Evaluation Document iP.E D.), drawing No.20-176, Anchor specifications shall be as Indicated on sileets 1, 7 and 21 of 2-51 of Product Evaluation Docurniarit (RED.). drawing No. 20-176. 7. UMWLQN$ A ,ND_CDNDLTI0jNS QF USP-. 7� I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and I I thru it�, indicated on sheet 21 of 26 of Product Evaluation Document (P,E.D.), drayAng No. 20,F17IS prepared by I'llteco. Im. and signed and seated by Watter A. Tillft,Jr,, II 7.2, Product may be instalfled witI,.1n HIGH VELOCITY HURRICANE ZZONES as defined on section III of tho Fioncla Buildirsi Code. 7,3, Product shall only be installed into puunInd concrete, concrete block, arid woodfrarrestructures, Product Evaluation Report proplarod FF11 Walter A� Tilih, Jr., P.E. (Florida Ulsanse " No 44167), President of Tilteco, (no- (Florida CA-0006719), ,,u0'I401!jJ___ , §111e��_-�` A- liq"N , �11 .- 1. ­ .. I � _P,,�, , � EN � " 4%_, , � " 'i� 'P- '.-`,dF­ - .- '� - - - Z --' - � 1� - TFI, ,- -:;­--i:=`�-, 44167 , a , ,­40 - ­ � - 'j"li,­ .',,* � � * Z � . I i "I 11 4, A I I ;= I � Z .,'I I LITO ,�,*",*, SJA,Tt� ,"IF -'07- - � , - - -,�-..��....�,.���,,,�l,��-�-�.--�.����.��r.�',�,.- -'AL7 '-I '­1 I Ol"m �'-� �' ' ­ - � 0 qiI 1, r # I , 11 Z, , _ , ��,­ - , 'I, ,, �., � , ,, � �-�,�,,14� . , AsITI, " 6, /0 III ,Ll� �, k �,%O�, -'soNtrTI111,41"', INATI D-i TILTECO ADMON ITICCORDS � F� E. RFPORT ;G , G I1PAT, PRO rECTION PR00QCT 5 � II 2e 43,AGE Fi4vAA`QEU 5 FEE1. STORM PANEU ORM 4 2I %R5�0r_,T 9 RO=Onsi Ro/ I r ... �-,�"--,.------.--------=--------------,-,--.",I , - - 12F / I L I E NCF Q Il its, CX, .�f--,.""",.,""---,�-..,-,.,�������,������,�� ­ ­.1 NA 7 lit., 1.1111111", "re�STIi�ii(Ni Iiii I1W`Fii1kPPMVW COMPAIWil' .-.---.. ___ _ ___ ------ _ � ,--- ___ � ____ _____­1_ I—. ­.- I __ 1:iIti[_'IFLIF.A 711��_Ii I,_12E till 11 PROVA) ,,,,,, EN"ALU,&1M,.F ,L � , 'O '51 O� C, � .,L1)PQ,91`[ t],- � [ssls-��+141 ll REPORT NO. - 20-0727F0-2 C-_A'I=E- J u ly 27 � 2 029 C. PRODUCT CATEGORY: Shttliers, PRODUCT SUB -CATEGORY- Storm Parsais PRODUCT NAME: 24 GAGE GALVANIZED STECL STORM PANEL MANUrACI'URER: glIabalFriblec PreLiti LLC 4800 SMil', 51 Street Davie, Florida, W314 -1. PURPOSE OF F-VALUATIW. This isv Product Evaluation Repon 'Issued by Walter A. Tillit, Jr., P.E. (system ID # '906) to the Global Protection Products. LLC, Rule Chapter No,F U'ligh2a-3, Method I D of the Florida Department of Business and Professional Regulation. - 71 - nroduct is being issued an Evaluation Report as dasrAbed herein, and has - bie -Fli vprfflod for compliance in accordance with the 2020 Seventh Edition of thq;I, i Flwkl� Bulding Code, and to,Ai�,�IIffy thalithe praduct. is for the pkvirose intended TO IEFDs� equivalent to that reqdied by 9ile Gotta Thls Pioducl Elvalusitioli Riaptirl shall tic sub - lecitto reviallAl and revision, hi coso of a Bililding Code Dhange lhatmay aftect its limitations and! conditions 2FIEMIEWE-s"s jTTM 2�1 � F PQ_CUhWMj,IP.EFD.). , _ Drawing No. 20-175, titled '24 GAGE GALVAWiZED STEEL STORM PANEL', sheims I thru 18 of 18 prepared bv Tilteco, Inc.; signed and sealed by Walter A, Tillit, Jr., PFE, dated 0712712020. This drawing is an integWal #06,#,1Q , , � , /I . Evaluation Report. ,;,�� Nl�l " .,01 K; ........ w� ,5I ,!It" . - �, V, . - � --o-t....-', V_ � � 0,,� - \ _'... �p ,- I . ��_ ______ _Z__�OI � .. I - �- -- k�-DWI 1 67 `� s - - � N I � _ _F � , - � ��_-. To * � ""r Fl,� ,*1 --- 1_7 1� . .... . ___ I a -I)'- OC " 4 , ,�P.. 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I � .I,- , , I5A i, i- it, I _.-'C _ i,,�,, �: .Ii IT,Tr _1 MIR: I I , I I� TT!�, 1AKLOWITNI'll, rri� I - I I ,� � - � _� I 1304AID, F! - __,� I ,A/" - 1 . r � �_ , , " I �i "" � , --s MOTAI ZIWI " , I � -, 4 , HOWND T'P ,,, �, � - MIMI II-, ,,, I'd � , , , UPI. L. . I IMI DO TATIFIAIR , IlD 1 All A, I I - sl I � I "ZV � 6 S�f 3�v ",I, " r I - SOC A 1, - 1, - DET.L A 1� , 045 % I I JuT-'AND . A I'll, ,_ IT - - , ,. I - [ I � . - � � - - - - - T_ I..". � - �_ _ Z_ -3 1 . ZtFi-__� I L ��fi r - 9 2W' --- --- - - " ' IT STORK-RANKIF. tll�A ENDUSIM FM - 2,leo, - __ - , � .. 3.. - I.-IDI - --- - -- - - � 3�' _1 ,ww � �; I If ­, � I �AII IT a I .--- � lyg­ ,RAF.- !_S� ­ , jf- � I - .,,T,i ,,,:s�% X4 D7 WS - �/ �,II I?,�r I I I [,IQO* -2iw , , �_�_ - M. - , �, _� AT O_ - i - I - i = 5 ,.t,,TT 'r,",'t 5,; %TIM worTko - - � i_ _ __ . �_=F�_ I -_ � - TO *#!L� a .� , �Mi - , 11 i I � TF - is - � . r ,r . I=s� -fD-O-; I � i � ; I I - -, 'O - I ­7I . 12 117, M. 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'15 IIQ I �1, D 1, "I" , ` T'i I lAT , rill - I - - I AiIOI.O�A,IDI� Q,A�Aiis I Lf�) > T i� l ... �:l ,:� ,;I , " �� �, � � .. .. .. L� I� � .,I" ill OI14T, 9 "�, . ,,I 11 � ','I RRL B __ a I � 1, 1A "A . , ; � I , i?e��,�i`,Ij ,R R . , � I 'III,, ��!,',til T, �p , - L � -­­ - I �� � . - ­, ; A , M�Wp IrM*0 I I I "I . q t..-�_� t � � a _4 � __ �` � Na,44167 % s i I $_i. � _1 _-7­',� F � - � � '*F t I �1 _­�, �*� . ,� r\ , 4 * fLORIDA WMWC COVE j!jl� VRI.61 � HuffIciDIT. Zone i � L, - �/ �� I , -'r - ,. .* . ­­11 - ss ­ - __ - Poo MKIO' -­ 5-CF' S -,` - FSTATjEll Zz 12II20 1.11M - 1 rp 5cr � _�. -� WiTAI AIII � _iO , �() �� 20 GAGE GAILVANNFED --,,'-UL STORM PAKEL � LL___ ___1 I I ­ .1 ii, _. .-,4,-, s i DW^ 'As I (4 KIDLHOLE i", l�.- . _, i . 4 0 ii.ID - `_Fe 4F - - --- - ,_ ,,,�� _ _� I r I - - - ___­1. e7siej-� , , /,q�, � _ �ti!,_ -_ � I FF 11 PROTECTION PRODUCTS, LLC. N,Ns - 2 OCC, - 9 ll.� I AI_F�ANEIL _"N,,,3,_ , , _ i I � SCAIL �n- , /I T � "ILIECOnI Ili , _" . � -H-T 1/� - � - S I sTar. r:"- " - - . _s­ - AT, - a ��. I, zT.T'. (8) 2!XZ:&1/_4:_ �­ -,�_11. FF$FZF .14 FAR III . - � . — ss __­.. --- lssss� issz--r _II -I- I - I E --- II",� ru. 064*11. BIF, 21) 19 AIJQ""_,I - ­S��q III �D-K-� . --- ITFm- .­:: Z"'MI - - - - - - . � - � 7­­�L­ �_ is -III _-4. __s . - - ­86i - � - !_ - I - l 0FFsiIFFsF - � RE il-I 1_�!V��­ . __�T � 11.11 11 __ - �- -T-. F,,­­ �Fm) ` I. !n - - hI �,. ..I . - I - , _T, � - � - _._____ Fk_­ �i, A.M2!4. , ­­ --- �_4 i - - - , - ­­ . � _ . _­ - ­ r. ­ I ­ -.------- - ­­_ - - - � � 0_PRT_1N"1AM,Q2 7 2IiIi.TR5.T RIEFORT3,1,; Large rinIssito Irnpact III tests ,Arere parfc)rrried under SSTI.1 12­99 Silandaid as pet section 1609.1.201he Florida 131ijld,�,rg [`,odfil Unnorm static load$ as per Sectk:ln 1TG9.8.3, per ASTM E-330, Test reports prepared by American Testing , Lab of S"h Florida, Report # 0814,01 -01 dated 03ITI 1,102 witnessed by William R. Mahnrer, P.E., Sorts Moroz, P,E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespaida, P-E. and Henry Hattem, PE_ Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section I 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 Julio E. Gonzalez, P.E. Tensile test report No, 9CM-198 by QC Metallurgical, Inc., dated March I 3,2009, signed and sealed by Frank Grate, P�E, as per ASTM E-8 arid Tensile Test as per OC MelaNurgical Report No, I OKII 318, dated Decomber 1, 2010 %kinied I � aid seajed by Jairry Jacioliano, P.,E. as per ASTM E-8, 2,.3,_$.TRQC -tuR.Al�.FNOINF.F.R,I.N.q-CA-�.�;.tJ LATIQN.a; Or� 24 G,ape Garvantmd Steel Sterrin Panel for maximum parrot �erqith, vs. deNiqn loO-od load, as well as maximum anchor spacing vs. design wind love and painel lengr(h based on ratlona� arid comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco. Inc,, -Jared 12118110 arid 08127M3 (for this revision), signed and sealed by Walter , A. Tillift, Jr., P.E, 3, MI �$�IMRACT RESISTANCE! Large missile Impact under section 1609.1,2 of the Floralz Building Code, as per ISSTD 12-99 Standard and TAS 201, 1 1 4-W �14 f .') LOAM$ � R, 5§1 $'TA N-C 9 11 '14 GF . age Galvainizeirl 8,11reel Storm Panel itlas been verified to sustain wind I pressures, Mai panal length shall be as indicated on sheets 3, I), 10, I'l, 12 and IT of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175. Maximum Anchor Spacing shaill be as indicated on sheets 5, 9, 10, 1 1, 1�1 thl 10 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 24 Gsige GWanized Steel Storm Panel has been verified for code compliance to work as a non,porous storm shutter assembly, as per SSTO 12-99 Standard. 100%L11111 4. 1, , �&: - � �: - I, N -,- 0 - � "IF E � ��(/ �^ .10 I , t. L. �'� vxp, N se , - .. . W�.. I- ____W ___ , , .. _______ __ - _:=_S2 �_:: � __ '� S - - . � 1. _.�T _: ii; __ ;I � � .- '41. IMI 67 a ­ � , ", I = - , - . 3 1 7, ,2L, ,,',,A , �kj!f� * � * E I i T _... i - Z r , %. -o', STATF Ot, ,. c.- z FIR Fp " . Q, - so �10 I."X# 0� ,�.. 'I 0 i,, , IRC `� --AV. �kO- .. � � ". ,, � � - �,o A.", '*,� 810NAL"� ',_#,"" 04904411011010 ERQKL,f_T_L)l�LQ�LKTSjR1 ]NO., kQ,-.qZVAZ I 5I.11911TALLATIOM Installation shall be pericirriRed strictly irracQordanco irift idetails indicated on sheets 3 thru 8, 12 thnJ I 8 Of 1 8, Of Pi OdLol Evaluation Document (P.E.D.), drawing No. 20-175. Minimum sibiflaration to glass sliall be as indicated on sheets 3, 6, 13, 14,15, 1 6 one 'I 8 of''I 8, of Product Evaluation Document (P.E-D.), drawing No. 20-175. -6, MATERII C - - - TI I�PMCIFMAFTQN�S- Shall be strictly in accords ih General Notes and Components indicated on sheet I and 2 of I 8� of Product Evaluation Document (P,E.D.), drawing No. 20-175, Anchor specific0oroshaill be as Indicated on s�heet I of 18, of Product Evaluation Docurnern (P.F- D� ), drawing No, ZU-175!, L, LINITATION35-M-0-C-0- 1Qt11_QWi,PE USIE: T 1. Shall be str ictly in compliance with General Notes No- 1, 8 thru 14, indicated on sheal I of 18 of Product Evaluation Document (P.E-D.), drawing No. 20-175 prepared by Tifleco. Irl and signed and sealed by Walter A. Tiliff, Jr., P_E� 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Cwe, 7.3. Ptoduc( shall only be installed into poured concrete, concrete block, and wood frarne structures. Product Evaluation Report prepared 4 Walter A. 7`911t, Jr.� P�E� (Florida License No. 44167), President of'fifteco, Inc, �Flwids CA-OW6719'ih %%'-V�,,s -� , ,, � � � , "-Fr �j , .I V, 4'.0.,."� %f;ENS�,,�.�;O i - ­� � I 1�_­,�­ -__ � � . ­ -, .V , : lilT, ,141=�F7, , -- , -Z .,�'?,�?_ �&Fqsal_ , �_ : * ! - WATU �1 I �_ ,1� On TILTrECo _AI REeFDRLis � P E. FIEPORT.2a k 43L*bAL i " , VALVAMED STE�_ STO" PAANEL I 0WAr.#2b-V5k Rt-PORT* Mr�AXW,.t-r;-��,,FANI . - W !F, HD ." n- 'I & 4RID� _�'_ I -9 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. 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SQ a) L_ -6--i L_ 0- . = U, M 'iR _+iiiiiif M 0- Iiiiii- -0 = . - C0 < t 4 Z Z W mi �_ Virtual R view Assist, InC. ns Review c inpleted and approved Tipliance wi the 2020 FBC 7th Editi by Debra nne Klahr PX2300 11 , ­_­ ­ , " '" , , " '" , ­-, " ­­_­-__-- , ­ , _ _,- , ­ - --- I - 11 -,-r---- I— , - __ ­_ — - , , , " , - - __ - ­ - ­ , '"""' , , , _­ " '" " " " __ "" I I I - I" I I -- ­ "I- 11- 1"1111 11 L ­1 -_ - _- - - - - - ­ L . ­ - ______,__­"­_______­__ -,- __­­ - - ­—­­ ­—­­­ ­­L­­'­­­ _ ------ __ ___ _ . ,--- ", r ­_­­ ­­­­n­­,­­­­ � .. ­ ______ ______._...._____ �-,.��--------.��.��-.�-..--.�.��.-,--------""--- f I , F - E ,�, . i j AT_1_QN MIMS FOR ___ --- NSTAU �_ - JLAP. PAINI�LS 1 III la LIQ CL=M..D7tj L � LA FOR I %WLAnON IN MM Ob��RM, I REGI - ­ - - -1 I ':j Q . .- - - �� " ­_­ JRU&L_L�A,T1.QN QfTAjj,,:�_F - -EGULAR PANEL,5i � - - QR M IN51ALL:AIION DETAILS FOR.H-E.M.AR P iil� I LN1QL_1Xt$�TjNQ REE) QQN RELE_O QNCR�71_E LOCK 10 �__ - -_ _RQU __K�_ _R S_ K_ - ANEU (V_ A --W I �­f­cili I �-�� . -� - ­ - - V DIM REWAK Ufl� S-qM- ki) E7Z HsNG STOW _RML-M—STEM i INTO EXISILNG--EMED CONCRETE-JOR CONCRETE BLOCK STRI&TU-RES a- POURED CONCRETE OR CON RU - I �Mi `Tl_�� ps 4s --,--,i -10 1 ws��r - - . C E 8L0i!* STRUCTURES CONI IeI I%E SNMAX ,IN __\ � I.r.-WS, FOR CONCRETE SEE SCREII ON SIZE, 9 - 11410 MUM qu SOODINIi, ON W, �_­_ix,, sFF �­_ - a -� I -�`Trlr 'Wi-24's �1 1 1 , - - - - - i 2-_7_.Z � ­Ix� i� \ , - F_ - j IFFFAIIII isctaFAI �_ CO4`_R_11 PMRE_1 CONkak-E Ank WOW SEE SSCIII ON SAI- 12 . - Is � _____ - SAI 0 IFFAI 1) � I I a - � �_ C - t . ,I 1�6' � --& COPOTI BLOCK � IIFFFFFFF� g�: , � & CQNCRI SL�_ 3- u� 297' __ I �ii!sssslE�s_ � - Cn -4--i _. - � i, uh IM4 F%FJ3LAP F,1 VAII VULN' - - - 10.11AT"t -w"90I !PsI - . I �, - �_ - .TlFoLsiiiis UFAs3IITF .� FFsFFjFFss _____ _ ArQuiI - , - � I . - � , L, =­_= __ -6 __ - - __ - � . JI I - a - 1.1111I I - - - _�__ . 9 �_ - - - , r - - - � - I _1 - - I , �� - _. , I " - �Ft__�i�_ I , - . � _1 � - - � . - fm� ma: &CWNxr �i -sa - - - ­_ _��­` - - Di 'WIT"i _ . 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INSrALLATION OGNTRA'STE" 15 'O '---`L`Nr/CAQNK ALL E-TiV11TR OWON4147 TiSl Ill lrottlgotl IN CoNJTHRLTSW,� --� l7prom t1l 09 STMIGiVIRE, . 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FL 33409 r em o n' a Galvanized t. 3 - P Product Nt3rne S IOes {silo 24gSeel 41srrTt Par al IlAssele Imps ReshaJant Scope ofEvalu�r�` I This Pri3dL Evaluation Report-rl i� being IaccDoarwiIn ther r�pnot _it flint FIOMSF QePYTtn@LiNl -endP.roftlesional RoguiliIIFlpTStlaBk a SuieGasei 5t%2Y-3005.F.r. Eorslatiw acceptance eer V@t IdtThe i%t1s ntrc@d anow has Caaen F` '6n Va.. ILT as #U _ E13 herein t t9 �i' i 'il',A' _• __ "i i:,' Id@ tAt81e€i Ifr @ lam@ TrFirr,,1 rrtl YVe 0 e frw CCHr4, arlP.Cr With BiAr1"j Cu de Seventh E'dretla'°srs 3t�0 and ts. 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Large Mlle impled restrutaince and cycdi'e. 100di119 perk iroli nve has hil heat in ;oParcance Willi TAS 201 and TA5 2I f .ardardG n@r S®st r@Purl(s} lIST.A„,,G-17 SiOt Inis Via- ieatcrta, Inc f1C t3INEEINNfiL CAULA C1 S Tu�{Aa. �tA � TI Shwisssal a�,€a- _gic,oInhens have been piepated vhtlr".h a�Aate p+ Jt�Y H a3. ; n 00trites" Mills Election ra.Henal analysis to quaHV+A the tolloss'llutt NEEwalg o cHbyFra. t, f4axlno is Allowable Spans 2 trifirthro 1m FAltramatate Spans 3 I.Ilnirnmrs Gul Separation 4 illowill SweinH 166 SW Tg" III SLFTF 106, UVEIIFIELa BEACH, £rl--IerEIZA 33442 I454, 354^0660 I(866)196-9999 TtAM3EEN6JNFERI"6EkPNeSs.COM ENGINEERINGE'PRESS.., CpM F ii:IPf r !Y t .r L. mrw e e e' .A Y F 8f': 'rlrr C!. A 'Yr,.L ,y'TI'L LJ d. S U , r. i • - _.I rrm Y .: I x1r - III w YJ a. i u �A 5 9-YF 101 w_..:�,L, �4. �-- -"-r..L POW ,, s-c .t x [[ t , 1 Y1.4 •d'Yl.. L.lis. i'i:tlM l• Hsi_H ,Y Ww,,..9. tp ri � -rt . ", 1,1 " I - - I .lam = M -T [ :rr .M: ,."I, . 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N "RAM B4eEC#4ENT AND "E tl 'A' ° EACL " ANDOTt R." b EOL. LSn i3C 1+ 5'r11r+',ES E" M 6RSC7'. THE A " INS - FINISHES RE b "' _ s BALL R i HE55FLALL 5-i'MSTEi+Ti€ 1;4 T 71;€PIt EE %kR1PIEi 61` GI`PrEN51Q AMCIAIFISLY mAril LOADS To HCGT LCTUNE Hit I ANCHORS, NOTED Hill I' O_INC s# DDM TO no I -RACKED 00 ,,F`.EFE ONLY. NEE€F E%15 CL 57Rl1: 7 RE t5 F� a[ P. IflT M Y V E T7ry u � � � "� € a Air. FT Le f k]FY TWIT EAST ENE IRS INT '� Y F - a ARE Y FOR s � i n, Mcf46 - NOT R YJrOOD A3TT9t1N-' 3r3 6T5. Y c=�YI�,�D b,Ct3rA6L Org Ft]F 5 fi P E � a"L.3�1 � ' E- T - WHERE ANCHORS FA>T ri TO NARINOW PACE CF 57U FRATINW, FASTENER SMALL 6E LOCATED FN U"FLOr- fU1 2 Y V jMIN) ViO DSTOP{ EWE STAGE S ACCEPTABLE -FOP, WODC7 rFRAMMGI. Vi000 STOD SFIA L BE'50UTHEM PINE -D-`s OR:• PEA-11 : DENSITY. iA>'SCRE4V SHALL HAVE PHILLIPS PAN HEAD OR HEY Hill it. MOVAACLE AM-110M ARE DEJV AL T P Rc` ANELFWr," aF.6,-°:StaD-5ET 6. IYRk55 BYSHdNG i2. MACKNE3JCY 5SHALLHArE ]2'2 MIN.-NlIP EtdCo=tTEt4`O€'rk€R ADS.IiPD THE EASE •4#"C_ 40A AND MAY NAVE E[TFEP A PAN L*40 Teli55 HEAD., OR v7kfEF. HEEAD T,4,DE,WALK aCk,7y u. NKO. 1a. A�4SA&AM Elan" a AN$3 Eir6� O9ET: EE .tsD ST �`r GL0 HEA tNA,Lr.P]MISHF, 1. r;,, 14" OWGII ANCHOR CCNd?T1 EONFS "thrill t Ail,E €NPt AD"D.£PFA.RL'E fu1EES. IS OF liECI"OUNTeNG CE"!TIONS; .6 UNEAR iNTERP4 "-nOn tSW-)T F'eP,KrTw C, KP, IJ=:€= tiDTN THE M,''IL+IOR S[CC�IL 0186 ,a 1,r,X 1 F.R3.:e1Pw PIS ^,SHE'F1 jM t Cn �., � � ^^ ,, W 10, 1\J �V WV M `J I O 0/� U, ii- CL (D 0 U C: =3 -0 Cu L_ 0- U W M ti r v^ M W W < Z z 11 J SHEET N0. SH ;1.5 18"CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW I:AS31 ENER 11 SEALANT AT 4)SEALANT WINDOW DUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK -2) SEALA14T JOINT 5) SEALANT FROM :;, .- - - - - INSIDE EDGE OF Wil FRAME WINDOW BUCK ACF108S WINDOW BLICK '6T AND EX4 TEND TO -,WINDOW FRAME MASONRY ATTACHED PER C -ODE Brit! ANT 6) TOOLED SEALANT REGUIREMENTS N_ BEAD BRI'DGING NI)WIN OW CLADDING AND WINDOW D FRAME I �zr.. 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALI, THE WAY AROUND, INCLUDM SILL, SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK Z5 314"CEMENT PLASTER 12 MIL. (min) DRYLOK EXTREME APPROVED FLASHINGTAI:q: `Vl` SEALANT SOCKET WITH TOEl APPROVED SEALANT JAMB� BILL AND HEAD DETAIL I WEATHER RESISITIVE BARRIER /E BARRIER & WEATHER ARILY SECURE WOOD FRAME CONSTR. EXTERIOR 5ELFADHERED FLASW� SHEATHING BY LAPPING DOWN OVEP RIM JOIST AND UP WAIA BY 6 IN. WEATHER RESISITIVE SARRIER SEALTOP15 QFADIS1`5 UNEq: A DECKlING (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-4N INSTRUIXTIONS: 1 . Cul, fold, up & temporarily secure Weather resistive bamer above header to allow for flashing installation 2, Self -adhered flashing plus head flashing under weather resistive barrier 3- Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: N'll FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER \A/Pol V V DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTFRIOR,�HEATFIING LET7ER ON CHEMICAL REFER TO TECHNICAL COMPATIBILITY 51ASII11NG SELF-ADIFIEFRE D FL'JA-XS H I N G"' PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHI�ND STUCCO PER THE FRC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as (�) in each detail that corresponds to the numbered Items in the I�st of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps I Seff-adNred flashing can be substituted for building paper 4l. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layef) - for ease of installation ana to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (61 x 61# Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary' rL9 --IN W NAILING FLANGE 2x FR%MEWALL TILE FINISH- 112" DUROCK­ 80 CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - VINYL SHOWER PAN SELF -ADHERED FLAsAl$ll No. E AM W Fa` 0 7 WEATHER RUSI$1 hl/ll� BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHENT'Hi W"-1 " BEAD OF COt, S I R, ADHESIVE TO BE APPUED UNDER THRESHOLD OF DOOR AND RETURN JAI j JP JAMB 6'_ LIS_- LIQUID N LBRANE OR EQUAL WEATIAFR PROOF CAULKING SFCTION-A fSEE DETAIL Wi 13ELF-ADHERED FLASHING $EAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-AL)HERED FLASHING MIN SELF -ADHERED FLASHING OUTSIDE CORNER LU Q_ U) U) LU U Ld Lu 0 WINDOW UNIT DOOR ROUGH OFIE14 I I11C' , I MA41 irk "Us 111111 I'll mi: SLOPE 0.3 in - 12.0 R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall in 0.6 cm : 30.5 arn' include flashing as des ibed in Section R703.4. :Y4`-1'BEAD OF CONSTR, cn ADHESIVE TO BE APPUI�11� UNDER SELF -ADHERED FLASHIN(3 THPE�31FK�41,[) OF D0OT1,A,tlJD RETURN UP JAMS U% USE 1_10011,1 R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAK BRAND OR EUUAL WEATHER-11 EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING IL-EIVIT. FIN. draining to the exterior water that penetrates the exterior cladding. SLLF-ADHERED FLASHING BUILDING PAPER WIRE LATH R703,2 Water-riesistive barrier, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other w 7 71 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied'horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water-resisfive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other appro ed water-resisti e barrier material shall be ontin o s to the top f w ll d t i t d at p et ati n and building api endages in amanner to meet the requirements of the exterior wall envelope as described in Section R703. 1. P R703.7.3 Water-resistva barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade ID paper. The A individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance viith Section R71013.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEll FINISH SILL] POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance WPO WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT ADHESIVE NEEDED IN CORNERS ASPHALT ADHESIVE THROUGH SELF4 -a FLASWNGJAMB� I 0HERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self dhered membranes and mechanically attached flexible flashing shall be applied FLASHING� %EE FLASHING -7 SELF -ADHERED FLASHING- , FLANUED WINDOW shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resist -ant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the (SEE P SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self-aldhered membranes Usied as flashing shall comply with AAMA 711, All exterior fenestration products shaill be sealed at the juncture with ASTM C920 Class 25, Grade INS or greater for proper joint expansion and the biuilding wall with a sealant complying with AAMA 80D l RE- Emt P,APFR TO EXVOSE EXTEND A WNINIUM 6` AMESNE AS SHOWMI contraction, ASTMC1281, AAMA 812. or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM ROTT-G&I OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1. 1 Exteriorwindow and door openings. Flashing at exterior window and door openings shall extend to thesurface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply With AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 1.1 The fenestration manufacturers installation and flashing instructions, of, for applications not addressed inthefenestration io s or details are 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instruct 11 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 5ealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1 2 1 .2, In accordance with the flashing design or method of a registered design professional. SIELF-ADHERED FLASHING 1.3. In accordance with other approved methods. INSIDE CORNER W W 1.4 in accordance with FMA/AAMA 100, FMA.1 AAMA 200, FMA/WDMA 250, FMAIAAMA/ WDMA 300 or FMA/AAMAIWDMA 400, WP05 wP06 2- 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. 3.Under and at the ends of masonry, wood or rnetal copings. and sills, Ground 4. 4-Continuously above all projecting wood trim. 5. 5-Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. -in Q water Rm istant Barner 7� 7.At built utters. SELF -ADHERED FLAISHING PATCH 1, N, "'x PLASTER ST OP CONTINUOUS BACKER ROD & SEALAIN-1 D FLASHING V V. 0 8 STRIP OF SAF D9AINAGE PL ANE VVRB <1 BOND BREAK WRB SF LATH WHAP DP WRB Oil THE VERTICAt, SURFACE TO TOP OF > FLAt03; A S A ICA I IT ' E < >' _� 0-IT INCH FLAN(33E _X_ THIS GAP IS A RESULT OF NATURAL SHRINKAGE DO NOT SEAL DRIP SCREE() PLA;STIC� - ACCIIE13SORY SOFFIT/CANTILEVER - Lath Sheathing Stucco SELF ADHERED FLASHING (SAA DRAINAGE PLANE �DP) WEATHE'R RE-5115TANT BARRIER �WRB) BOND BREAK WEATHER RESISTANT BARRIER ... . . ... .......... SELF FURRING fSF) LATH - ---- . . ... ... . ...... PLASTER A(3CESSORY SHEATHiNG,'OSB`_ PLYWOOD, DENSGLASS kSTER -STOP NTIN1114DI'l BACKER ROD EALANT AENTITIOU;S FINISH FRAMING ANE Vi INIRB Cement Plaster -7ordanice in ac with ASTMC926 over wood 2nd floor A A 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/164 0. S. 8 sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Botto-n of lit lit 10 TA 40 4 JUL 0 5 tual Review Assi�� 7/8" Cement Plasmns view COM C. in accordance Pleted and apt roved WROMPli ce with the 20 ASTMC926 26 FOC 71h Edithitit by ebra Anne Klahr PX230( Felt backed metal lathe in accordance w 'th ASTMC11063 Stampede or similar cauk bottom joint only Weep Screed InstalledAs Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all I . TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED------ WEEP SCREED— CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8 ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCRE WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CL STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN IMMIN �r M I. HEAD WALL 0 0_�I0%\M STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLAS73"UP CONT SELF AD FLASHING TURN WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN ---- SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN Y' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS N R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. U WALL FLASHING ll \ O OO -�-� R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING O 0- O FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER a)0_O i PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Ct3 WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U O WALL SHEATHING PER PLAN— THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CC5 CQ .V5 SHINGLE WATER SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O LO O O RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q C O ?> WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C O ILL -OVER FLASHING C TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co O 0 O STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� -0 E O O 00 °D JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cA (1) L Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE LO >�. 47 FLASHING TURN 3" UP WALL- COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F— -0.� U) Q OR OTHER APPROVED WATER-PESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. _Z SHINGLE PER SPECS SHINGLE ROOF PER SPECS 2 R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO d EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN co PER PLAN TURN UP WALL MIN 8" °0 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE �r BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN co EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6 DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 12 _ ROOF TO WALL - SHINGLE TO SIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3It=1 f-091 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN--_ _ AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: co STARTER STRIP °D STARTER STRIP eo 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A JUL 0 5 ZTZ �' STANDING SEAM METAL °O REGISTERED DESIGN PROFESSIONAL. Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL ROOF UNDERLAYMENT TO 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS TURN UP WALL MIN 8" 250, FMA/AAMA/WDMA 300 OR FMA/AAMAIWDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH 4 TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL Virtual Review Assist, in ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. Plans Revie completed and approved PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. for compliance ith the 2020 FBc'7th Edition 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A by Behr Anne Klahr PX23,90 CONT SELF ADHERED FLASHING TURN 3" UP WALL WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING 6.6 AT WALL AND ROOF INTERSECTIONS. F RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 14 3,,=1,-0„ WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. U CD N C/) CU 0 � -�-� 0 O C L � 00 w z z Q J SHEET NO. WPI 2.0 s STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING 2- LAYERS OF WATER RESISTIVE BARRIER WALL SHEATHING PER PLAN PER ELEVATIONS COMPLYING WITH ASTM E2556, TYPE 1 (TYP) STUCCO ON FRAME - 7/8" 3-COAT SAND WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN FINISH STUCCO ON SELF FURRING LATH ON SHINGLE WATER RESISTIVE 2- LAYERS OF WATER RESISTIVE BARRIER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING FIBER CEMENT SIDING BARRIER OVER WEEP SCREED COMPLYING WITH ASTM E2556, TYPE 1 TYP (TYP) PER ELEVATIONS WEEP SCREED SHINGLE WATER RESISTIVE STARTER STRIP------ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED BARRIER OVER FLASHING -- HOLD 1/4" AIR GAP HOLD 1/4" AIR GAP BETWEEN WEEP WEEP SCREED BETWEEN SIDING AND STARTER STRIP SCREED AND FLASHING HOLD 1/4" AIR GAP FLASHING HOLD 1/4" AIR GAP COUNTER FLASHING BETWEEN WEEP COUNTER FLASHING BETWEEN SIDING AND SCREED AND FLASHING FLASHING CONT SELF ADHERED FLASHING TO CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL LAP FLASHING AND TURN 3" UP WALL FLASHING FLASHING PT 1X10 BLOCKING PT 1X BLOCKING PT 1X10 BLOCKING PT 1X BLOCKING— CONT SELF ADHERED FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING TURN 3" UP BLOCKING 00 PAN FLASHING 6" MIN PAN FLASHING 6" MIN CEMENT MORTAR CEMENT MORTAR--- —_ ROOF UNDERLAYMENT TO ROOF UNDERLAYMENT TO TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING TURN UP BLOCKING MIN 8" '.; TURN 3" UP BLOCKING TURN UP BLOCKING MIN 8" ,:';;;.; : TURN 3" UP BLOCKING ROOF SHEATHING TILE ROOF PER SPECS ROOF SHEATHING TILE ROOF PER SPECS PER PLAN PER PLAN 2X NAILER SECURELY 2X NAILER SECURELY FASTENED TO DECK FASTENED TO DECK ROOF SHEATHING ROOF SHEATHING NOTE: PER PLAN PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL RAKE WALL HEAD WALL ROOF TO WALL - BARREL TILE TO STUCCO ROOF TO WALL - BARREL TILE TO SIDING _ WP16 - 3„= 1 1_011 311= 1 1_011 SHINGLE ROOF PER SPECS UNDERLAYMENT TO SHINGLE OVER ' DRIP EDGE ROOF SHEATHING PER PLAN DRIP EDGE Ii ,-2X6 SUB FASCIA SELF ADHERED WRB TO SHINGLE OVER WRB ON WALL BELOW ALUMINUM BRAKE METAL WRAP CONT BACKER ROD AND SEALANT STUCCO'J' MOULDING HOLD OFF BRAKE METAL 1/4" MIN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN IxVVI WP18 FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE C— Cn SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. O Or U R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED s— +r C AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE N Q CO O 0— O EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U -' Cl)CD THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C CU �U) R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O O N HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O — CU L#,— O Cu LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E` O JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to O i i MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE � 4O C Q. BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT 1- .� .� Cn Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER 01 PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE, R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL SELF --ADHERED MEMBRANES COMPONENTS.MING S USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. �UL ® J 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL Virtual R view Assist, I COPINGS ONTINUOUS Y ABOVE ALL PROJECTING WOOD TRIM. Plans Review 4.44 Cc mpleted and appro d for compliance wi the 2020 FBC 7th Ft .t 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A by Debra A ne Klahr PX2300' WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. i THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ti FLASHING AND WATERPROOFING METHODS TO BE USED. C 0 U) Cu 0 L- CL CL Q U O L- n N M m 0 SHEET NO. WR 2.1