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HomeMy WebLinkAbout6622 Back Forty Loop11 r_GEN a ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS AUG„15 Z 3; ABV -ABOVE MLDG -MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS COVER SHEET AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING � `'' N AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, FUEL GAS, Al FOUNDATION PLAN +-� A/C -AIR CONDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION 2017 UPDATED ( ) A2 1ST AND 2ND FLOOR PLAN ALUM - ALUMINUM # -NUMBER AT - ALUMINUM THRESHOLD OC - ON CENTER A3 STAIR DETAILS "' 3.0 MASTER CHANGE UPDATE - AB ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 2ND FLOOR - ROOF FRAMING PLANLO . �. 1� 4.0 PERMIT COMMENT REVISION AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A5 EXTERIOR ELEVATIONS & ROOF PLAN _ _ ` 0 5.0 TRUSS CONNECTOR REVISION BFE -BASE FLOOD ELEVATION OPP -OPPOSITE BM 1.6 GALLONS A6 A7 1 ST & 2ND FLOOR ELECTRICAL PLANS INTERIOR ELEVATIONS d�, • ' ' • e�. �" ' `, r � -BEAM OPT - OPTIONAL ca BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED SNO STRUCTURAL NOTES j � �' BLDG - BUILDING OH CABS- OVERHEAD CABS BIRD -BOARD PNT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES ` '� ' z 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 -PAINT PRIVATE FACILITIES LAV 2.2 G.P.M as. �, £�^,a g 8.0 ADDING K, L, M ELEVATIONS BRG - BEARING PTD - PAINTED BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS `, VU R' �; 4' 0 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX BUC -BUILT UP COLUMN PERF -PERFORATED 3. ALL PLUMBING WATER LINES S5 S6 STRUCTURAL DETAILS WALL SECTION DETAILS (> A CAB - CABINET PLT -PLATE CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC SS RETRO FIT DETAILS w 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS:K CLG HT - CEILING HEIGHT LB -POUND JOBSITE CONDITIONS S11 PRECAST DETAILS - CEMT - CEMENTITIOUS PSF - POUPJDS PER SQUARE FOOT S12 PRECAST DETAILS d CL - CENTERLINE PSI - POUNDS PER SQUARE COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.0 PA 1.1 PRODUCT APPROVAL PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.4 PRODUCT APPROVAL N N `n E CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING L > 0 o CTR -CENTER REQD -REQUIRED CJ -CONTROL JOINT R/A - RETURN AIR ❑ HANDRAILS - CHAP. 3 PA 1.5 SH 1.0 PRODUCT APPROVAL HURRICANE SHUTTERS _� M co v � N �`� DP -DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS ♦�., 2 N U 0 M DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS E t m 0 DIA - DIAMETER SC - SOLID CORE SH 1.3 HURRICANE SHUTTERS � 8 b DIM -DIMENSION SCP -SCUPPER ❑STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS = U 0 < DISCON - DISCONNECT SCRN -SCREEN DW DISHWASHER SH 1.5 HURRICANE SHUTTERS - O �v> w s?N - SIM - SIMILAR ❑ CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS Lc03 E M m DR -DOOR SHLVS -SHELVES DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 WP 2.0 WATERPROOFING DETAILS a a a DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR ❑EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT -EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE 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 ° of vi W o FIR DR - FRENCH DOOR VAC -VACUUM GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR LU -' W z wo W W a Q ocf) cYi O ° o GA -GAUGE TO BE TEMPERED GLASS. SECTION R308 ( ) Q U a O X- oZu m o r o o m ° z J a GB -GRAB BAR VFRT-VERFIYANFIELD ~ ~ �waWinz0W�nx�¢=�2 GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF GLS DIMENSIONING: 0 J 0 a 0 iz Y° z z 2 p W 0 0 a � Z � -GLASS V -VOLT a0w _H� Zm¢°Q GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o ¢ ° o ° a ¢ � GYPBRD - GYPSUM BOARD WH - WATER HEATER A.I. CMU WALL: OUTSIDE FACE OF WALL HD - HEAD WL - WIND LOAD 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. HC - HANDICAP WDW - WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD NINT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: Z LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING _0 FW-- LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING (n LGT - LIGHT A.5. DOOR OPENINGS: MAX - MAXIMUM MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q M O MECH - MECHANICAL RER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED I- Q J U j MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR (n ILL.� MC - MEDICINE CABINET FRAME (0 MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER Q W Q LO OF DOOR f" W 11 M A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH CL T- SYMBOL LEGEND . SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: X-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z Z V B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND Z STAIR CALL OUT HEIGHT OFE----SHEET NUMBER ❑A = STEP DOWN \ tO =INT ELEV NUMBER PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES J O O (O FOOTING CALL OUT - = C 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 O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS N M M 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - 4 N N CV ELEV NUMBER A9 _�-ARROW SHOWS UNLESS OTHERWISE NOTED 0 N 0 N 0 N PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT CD= OUT - SEE LENTEL EXTERIOR 1 F- E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED �� N SCHEDULE ELEVATION MARKER A11 SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE JUL 2 1 2023 0 0 0 1 L ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED LEDGER CALL OUT -SEE SHEET NUMBER "- LEDGER SCHEDULE 40<__ G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND 0 0 o o �---LOCATION OF CUT COMPONENTS -DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE o6 of ARROW SHOWS 3 DIRECTION OF VIEW DRAWINGS. 000 0 0 0 MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O •- 0 N T.- 0 N N 0 (V N 0 N N 0 N N 0 N N 0 N Virtual Review Assist, rn ao Lo oo M , o Inc Plans Review completed and N o C6 o o N M approved for compliance with the 2020 FBC 71h 4 o , 0 rn 0 o ,- o c0 0 Editior, by Debra Anne Klahr PX2300 0 N L,^ , (D > 0 0 0 M 0 0 Cl 0 .- N V tO (0 r-- L COO Z Z owin LE0 _ V��a ~ L it sao� Q `t =m=Z LENNAR TAMPA DIVISION �Z~W �2 N 4600 W CYPRESS ST SUITE 200 00 >- m z x N TAM PA, FL 33607 NOTICE TO BUILDER & ALL SUBCONTRACTORS W UU)ZU) g < z > N Q IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z _ = Q 0 813.574. / 00 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z U LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V g HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL a SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 00 INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE M�M W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE CS z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL LU _j 2382 ADS CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LIJ (0 0 LAST PLOT DATE N DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > May. 9, 23 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND ' APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET i PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W!(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE O SINK - KITCHEN O REF WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING (A) THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20 x 20 DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.G. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" x 330"" x 16" DP #5s 6" O.C. EA. WAY JUL 21 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN - ELEVATION A 1 /411 = 1'-011 M N O • N O! ao ix Q a.�. � r, t; � ,• � w z a > _W `0 U �a C V) V �a �a .� .` Wr co A� C t O 0 u p M: v g •N w O 4 ^` QN C � E W a �LLi vS WOH W W (� W Lu aka Q YZp z �—�cn07�it�Wc,� OW�O Q U jF �U5<-_j 0z2vOF-�� oow=9oZOW0080z Q CY 0 z �0°a-0zypzZLLOOWv a OX Lij D �¢ZQ¢ LLQ 0 �..4t�i i O z (N OF_ V) 5 ti O 0 M M Q � M Z0E-- W W J0 0 Mj N N N N N N N 4 � 4 � 0 N 0 N 0 0 0 0 Cob'0 O CO N 0 0 O O N O N O N O N O N O N O N O N CO to CO M O NOOOr-�-Oc d) 0 o co NL>'NC,4L6(61 LO d' r': CO U) Z Z !2WWI O♦-' WU�> Uo_o "mbMZLUQLO -0 W~ � < Q =moZw�ZN w ��ZIx M CLZ Z u- � W N 0a2w N �zz Q z YQo U OU� 0 m a Z Z w N W O LAST PLOT DATE >O May. 9, 23 Z O FOUNDATION J PLAN A 30'-0" 13'-3" 'n 3 1/2" Iti 5068 SGD 20- M (2)2X8 HDR — y HB C 'd BRG WALL FAMILY ROOM 16'-3" X 15'-2" 8'-8" CLG 0 c0 (V N N 7 5/8" IT N ~ O 7 5/8" u� 9 47 N o � io O 00 NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS &DETAILS �bo m00 W F. 1— ¢ TIE BM IF AT 10'-0" 260 m00 W F- Q 11'-1" SH25 HD AT 7'-4" EGRESS 5'-8" BRIG OWNER'S SUITE WALL 13'-011 X 15 -11 11 8'-8" CLG 14'-2" L A 4'-6" NOTE: PROVIDE 1/2" PLYWOOD 1 -2 DRAFT STOP IN FLOOR 2 _p TRUSS SYSTEM FOR A 2X8 V1 MAX. AREA OF 1000 S.F. (PER FBC R302.12) ----TILE -- - 2X6 KN I'�11rCHEla WALL oP 9'-7" X 14'-2" AT 3 1/2" '-8" CLG REF u N BRG II WALL Ili RANGE W/ CAFE " Ii �� II O HOOD O 8'-6" X 14'-2" v F_ 8'-8" CLG "' -° O 1 N DW 2 A7 1 A3FSYX�'� ---- ALL 5'-6" L 3'-4 3/4" L 7 5/8" 0 000 (0 00 N LU 5 A7 o" Y� OWNER'S ''{— BATH 2868 3'-6" 10" 4'-10" 2'-2" 2'-10" 5'-8" 1'-11" 3'-7" L 3'-4 3/4" C I W.I.C. IWO ILIT HANSEN e N coo N4 ;A7 11 BOX PANTRY 9 I CO DRYER I PWDR - = VENT I (n BATH W F� gg 0 AFF 6" WALL I-U BRG (000----� WALL N D S & R -�2868 — AT `LINE _0 F N 20 MIN FIRE 4' N E/H FLOOR DR 4" INSULATED AB W/TWEATHERWALL STRIP r 22"x36" 2X4 r B.U.0 W/ — HTT4 AT ( ATTIC I PROTECTIVE BTM & L ACCESS BOLLARD &S20 9 AT TOP 4" INSULATED -- -- 8 T BRG. WALL --1 -- 7 42" H. ti SOUPED TWO CAR GARAGE 5 WALL PT cc S3 19'-3" X 20'-0" — TILE -- — FOYER 7 -7I D 3 2 N 1 S3 � I in I UP LINE OF GARAGE N j i-----------Ci PEFIF5b3Tzg-- I I TIE B71 M �I I AT 10'-0" TSH�2 34 HD AT 7'-4" ca _ TEMP. GLASS M m 5 LU 1'4" 4'-3" 3'-11" I 16070 _____ ENTRY 9 -6"-C-5'-4' -------------------- 8'-6" 2'-3" 16-0" L 2'-3" 9'-6" 20'-6" 30'-0" FIRST FLOOR PLAN - ELEVATION A 1 /4" = 1 1-0" DRAIN SHWR HD & VALVE 7 5/8" HB 0 60 in 1. SEE SHEET S-11, S/12'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN - ELEVATION A 1 /4" = 1'-011 : R-11 F.G. ION IN ,DJACENT SPACE : R-11 F.G. ION IN 1R WALLS, 413 BEHIND TIN ,SSEMBLY GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ, FT, TOTAL LIVING SQ FT = 2389 SO. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 3Q. FT. 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 BAFFELS AT EAVE GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY INTERIOR END AREA (ft)2 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 M N N in in 0 U- z W X In z ¢ W L > C) R V � o mr' 6 NMM } N 0u a Q�- M r 1.. T�1 ` 1= ` = O } u 8 •� p li S Q 0 4 �N U w YLN W ` p Ec' m W J W X Y Z LLIY Z 0g co E0 Q <U I- O?�LLUOO Wo_jNLL,oZ_jo_j �Q,� OwHo0=o0mZ=Z �aQ p p 6->V5wWFV5LLIxa0W_jLuz0MWz0WU0aOzQ � oaLL OW 9I—� OQ 0 <0E— a LL O Z 04 O� F- M O Q M L0 z M oo < Z V W W JO 0 0 0 ti 4 4 r O N O N O 0 0 0 o 00 ai � �- O O N O N O CV O N O N O N O N O N M N c 00000 N'^ �i , �o000000 �— N M tr7 (0 I` Cr 00 U) z z O O� 0wV) Uj � Uo� F— o O a z CL wl=--Q Q Z�FX W=)Q =mzz l V _I� rvuJ pJ Z raj' >- ro>"<z0 a.zzLL (.0W N 0 a.2 NLU Q Z zz Soo Z ~ao U g OU o z Z J LU O 0 Q LAST PLOT DATE May. 9, 23 z 0 1ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /2" = 1 1 -0" 1" NOSING SEE SHEET ST 10" FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 rn RISERS CUT FROM I MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT, FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 3 A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) MDST((ASTRAP STEACH SIDE) CCENT�F2�ST APD W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. w E- 0 z W W V) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN JUL 2 1 2023 \f A Virtual Review Assist, Inc. Plans Review completed and approved ' for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M O 00 A ¢ W ' w x 0 z W \ C) o U ' M 0 v tN co O a U pm rn� V_I W E C O �8 O U a� •Vi i p U LU aN co t i i{ I I� W W � U N W O E W FW-~ x a~Zx Z Me X(D Q V Q F- Q� _j 03tx0LL000 JO <OX ZLx OZ200F_L ~ O ��OZOmOo-wj2z 0 0 Cam! O Z ��a>cnWW -ZU x¢O eL ¢F<-<W -ZwZoW�°a nd LL OW gg O� a OW o 0 o<z �Q� O O N Z O� O M Q M � z Ln 00 ZVFZ w � LU J0 J O N M O �M�y, O N N C7 N N �- r- O N O N o O O CD 0 ao of CD (0 Ir- M T_ 0 N O N O N �- N N O O N O N O CV O N O N 0 N 0 N a7 GO to 00 O A , 4 N O M Nj o O o o O o 0 U rr^� V, Z Z Z O O _ owv5 '�'+ � UUj 1­- o�o Q 0 p. -0 Cn O wF Q Z��� Q =mOZ oZ�w N 00 i-<z0 M �Zz C.0 W N O-32z >_ 04 U) z U) Z Z �<0 0 OL) o m ¢ z A3z Z J Uj CO ENV LAST PLOT D4E U .. May. 9, 23 z O j DETAILS 30'-0" zM M 0? 8'-0" 9'-6" 20'-6" SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1 /411 = 1'-019 N 0 oa CN N one V-2 1 �.1P CJ1A CJ3A CJ5A CJ1A CJ3A CJ5A L �1 E rA U-1064# A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) F_ co 0 LO A4 A3 Q BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ATTIC (ACCESS I A1A A2G CJ1 C2 Am 22—ZZ E2Ll 1'-0 5/16" -v -10 3/8' 16'-0" 11 11/161, a tlut= 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1/4 If /4If = 1'-011 SHINGLE ROOF] 5�12 HEEL= 1'-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON F-8" A.F.F. HANGER CHART J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUT/ 12" 12 12 2 JJ 1 _ 2X4 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes . 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. 1. 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 FBC 2020 TPI 2014 1 russ member design & connector plates NOTE: are designed for ASCE 7-16 and maximum forces from ALL VALLEY KITS MARKED "VK" OR "MVK" ARE both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS, NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF v Virtual ReviewN. s ad and appVBC ro th comp Plans Review for compliance with the K1ah� p1239D by Debra ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT SCSI -B1 30' to 60' Span 30' Span or less Spreader Bar 60 degrees k or less I _ I _ 2/3 to 112 _ I Tag line I` an app�ox. Tag line r Span appr... REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. 1+111. Insist crane operator sets truss this way. ROOF DESIGNED FOR ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALLY KEY LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 DESCRIPTION INIT. DATE ------ CARPENTER CO TRACTORS -- -- OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE( (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 1 2 16 201"7 1 LAN# SCALE N333525R 1 4 "=1' b M o t N rn a LO t(i l ' �a M } w O �,c .• r W W 0 W >V. > �U 0 +- .4.. � M ~ (1) N V .Q -0` 1 01 m o 2 § O �8 m 4 Z Uo^ Ito V w aN c o E L w w � U' w 0 U w U l— wom a2a aYzo z Q J 0 3 N w U o w 0 U O ox ZW o oo�� �,W(r�oZowaE-.CZ� D C1 O Z U)L.L on.�MwwwOww¢:OW J¢QOW�oz_wzowvopa, Qow gF awc °d oa o 0 oQz maw >i O Z w O_� U 5 Iti O M O Q co cM r__ m w H W cM <>oo Z U �— w� W J� O N N N N N N I` N r 4 e- r 4 r- t r- 0 N O N 0 O O O O I COI Qi T CD CO O O 0 N N N r- �— N N O O O O O O N N N N N O O N N O 06 O ob A O O e� r O N M NO0vO-�00 � O O � CO ,^ o 0 0 0 0 > .- N Cl?It to 0 0 CO r1_ L ' 00 �/� cn Z Z Z O OW 6­0 0 uw CO U, O VQ�a F— 0 a Z LU t� ~m0`C Q/n z V NM Z J w i�-MZ& M _zz w N O 2 0 22z - >- , z �QO a .z Z Ua o 0 00 z 4 Q Z J W '^ �(�/ M O LAST PLOT DATE May. 9, 23 Z O 2ND FLOOR ROOF J FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 67 SOFFIT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS ' MTL DRIP EDGE ro: ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 CV o CV N tV FALSE FOAM LOUVERDETAIL TYP 8 1'-4" 1' 1" 1'-2"— — — — — — — — — — (V is i� ca 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND io LV DETAIL D9COLUMN If PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLE PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. —15 ROOF SHEATHING (S)A23 E---MTL DRIP EDGE 2X4 SUB -FASCIA •'' 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3116" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" 710 SOFFIT DETAIL PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (V D 0 0 o LEDGER DETAIL 11 a = 1 1-ni, CASING BEAD WITH WEEP HOLES OVER FLASHING — ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF FRONT ELEVATION A 1 /411 = 1'-0„ 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. 1'-0'* ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY_______t ELEV AT 0'-0" 12 51 _, 7/8" STUCCO rOVER FRAME 'e CONTROL JOINT — 1 ST FLOOR FF GRADE LINE DREAR ELEVATION A 1/ /8 - 1-0 8" TRUSS ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF GRADE LINE---/ RIGHT ELEVATION A 1 /811 = 1'-011 12 51 16'-8" % 7/8" STUCCO J OVER FRAME CONTROL JOINT ELEV AT 8'-8" T.O.M. A/C UNIT 2'-0" AND PAD co r ELEV AT 0'-0" MID WALL J WEEP SCREED 1ST FLOOR FF GRADE LINE CLEFT ELEVATION A ININ - - - -■ INININININININI INJI �ININININI 10101MININNIMIMI-. A/C UNIT AND PAD I- 18'-8" _ C� — M oW 1 /811 = 1 1-011 16'-8" CONTROL JOINT — 5/8" STUCCO OVER - �MASONRY n I A-6" 1'-0" A/C UN ,AND P/ 4" STUCCO BAND 6" STUCCO BAND WEEP SCREED ,-O„ 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 0- -- 5:12 1 ROOF PLAN A 1 /8if= 11-011 0 I 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) \1 AIL Virtual Review Assist, Inc. Plans Review completed and appr�t ROOF GENERAL NOT : by Debra Anne Klahr PX230 * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT =399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (202TO RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 11300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SO. 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 SO. 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 M 0 LO ' o%. O C0 v� LO UW. }; < �: q Q Z W 0 W 0 z c: to N - ^, � E 0 o I) (y) N `I N M f (n V .0 O d 7 78 o0g 8 ._ 1 �N w O � QN L W p E� W ui c W O F- Wed ��� ��YZtr Z W (� W < Q U `� X5-�U)03,W L0 LL <oxQ�zw 0Z200�_ O 0x2 0 Z o rr0 o m Q z U c 0O Z �nWaWV5WWWM0 xx¢:) QiQoWQV5zWZOi3m W OW �H� Z a oQ o 0 o¢QLL O ZW O� ( 5 0 cO QWjCIO I,f W ti QWQLO F-" 0r cM O Q Q z U I— z 1 20 3 W j o O ed dition Nco N M N N N N t: N 4 T- 4 e- 0 NO o 0 0 0 0 CO 0) (D W O O 0 r- �-- 0 0000000 N N N N N N N 6 00 L� 00 O N O e� D N M N rn o00��Do o NLO�o000000 r N M tt U*)' COI f-- L CO' 0. vJ Z Z O O�-' W� w CO WU�> CF)O Via "� OWi zWF-I- � �mOZ Q :I OZ3W rill, . 100 >.<z0 M. �Zz W O_j2z Ng VU)zco =QO CK■ .Z Z0 ~ U _11111� U� O ; co I Q z Z Z W J CV) W 0 0 Q LAST PLOT DATE May. 9, 23 Z 0 EXTERIOR J ELEVATIONS A & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 LINE OF ROOF — —1w+ SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 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 T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets NEMA 1 200 AMP 10 #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 Lj 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET r� TRIM 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ �C_SMOKE DETECTOR it - MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET be SWITCH AT 36" co -69 3 WAY SWITCH AT 36" -esr 4 WAY SWITCH AT 36" —� PUSH BUTTON FOR GARAGE DOOR OPENER --� DIMMER SWITCH AT 36" JU —� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -} CLG MNT PREWIRE - FIXTURE BY Virtuffeview Assist. {} SURFACE MNT FIXTURE Plans Review completed and T for compliance with the 2020 F {t)- WALL MNT FIXTURE by Rebra Anne KIM,, P NOTE: ND OPALEX - ALTERNATE TUB SHOWERCANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY �0 50W MR16 4" LOW VOLTAGE OWNER `08`� 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH Cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR C1.1-182 UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP — U-36 = UNDER CABINET 36" c S-36 — SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP c S-48 SINGLE 48" FLUOR STRIP c D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24::RR 24" VANITY LIGHTING F_-36 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER 123 CHIMES (DELETE W/ INTERCOM) = MASTER STATION 11&J ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ll A/C REGISTER THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. i i r> 0 N rn o 00 LU LU "M 0,0 } D a W N d co-0 ` t .o 4� 5 V 8 +� 8 o �g Q �.� fib, W Lv. p ECO 0 a a 1: LLI C) LLI Vj w O ~W WLUwYzh-m Z Q (D LLI Q _ 0�MLL00LL0 �N QxJxOZ200�=O�z 2Z zoom Z 0Z�wanww anw � z¢ Zm M ��pWU5WzOwo� ¢QaQo LL Zo LL o a u. O ZCN W OI­_ CD 5 ti C]F-MO < wMLC a. co 1 2023 Q Q O Z U W W JC) prove CO It t Pd' on 0 0 0 0 r,� 4 4 O N O N O O O 40 o a13, CO OQ 0 N 0 N 0 N N N O N O N O N O N O N O N O N 00 O Liso0 § A 16 � N 0 0 O c 0 co 0 o 0 0 d 0 0 0 0 m Z Z O _ oLUW O Uo F—O Q a Owl= .YL ^ ��//�� V1 —a r� Q =000Z N rt� vZ _j i'nzx M CL Z u. LU N 0a1w N a ��Z ■ Z ~ O U Z U O a.O W � Z Z z w J M Uj rn �i�/ Q >Q LAST PLOT DATE May. 9, 23 z 0 1ST & 2ND FLOOR J ELECTRICAL PLAN A 1 1/2" FILLER 3'-0" 2'-6" 1 1/2" FILLER 2'-6" V -6„ Z-01' 1" FILLER 0 HOOD \ / \ 4" BACKSPLASH--� 0 io REF SPACE VERIFY W/ MANUF 7 7— \ RANGE "v 0 in KITCHEN 1 /211 = 1 '-011 4" BACKSPLASH i \ L 2'-6" HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE / \ 3'-0" J, 2'-6" J, 2'-9" 2" FILLER 2 1/2" FI DOWNER'S BATH 1 /211 = 1'-011 PRE-ENGINEERED WD. TRUSSES AT 24" O R-30 INSL ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" Y T.O.M. z4 ELEV AT 0'-0" 1 ST FLR FF \ i elm 12 2'-6" 0 M 1" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE _"A 6 �12 RBATH1 — 1 —0 UNIT '2382 A & K — BUILDING SECTION 3/1611= 1'-011 2 KITCHENISLAND 1 /2 — 1 —01 iV pp is CV bo 0 50 NI O HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH z f2i 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER CgA 2 FOOTING SIZES AND RE -BAR L D3KITCHEN 112= 11-011 3'-4 1/2" 2'-9 1/2" (DIA TH #2 1 /2" = 1'-0" ao M WIRE SHELF "HANSEN" BOX 220 VOLT ------ ---- ------ ----,l I `9 00 60 14 1/2" X 16" I I I DRYER VENT I 2X6 KNEE i i i RECESS WALL TOP AT I I I I 34 1/2"F i i i i I I I I ih I I I 0 I 4 �/2 LITY 1 JUL 2 1 2023 Virtual Review Assist. Inc. Plans Review completed and app ed for compliance with the 2020 EBC 7th Edition by Debra Anne Klahr PX2300 ELEV AT 18'-0" _ \\ T.O.P. LOFT E_ ELEV AT 104" PRE-ENGINEERED 2ND FLOOR FF - _ TRUSSES ELEV AT 8'-8" _ T.O.M. BRG WALL GARAGE ELEV AT 0'-0" _ 1ST FLOOR FF — — — — — — — r SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR 10 UNIT'2382 A & K — FRONT SECTION 3/ 16 — 1 —0 M N O N CD Ln <n 00 LO 0 W i ❑ z Q cnn, 0 LO ry- E L � �� o W cM - d N �a �° M } E 0 u 8 • ^N^,, LLJ !� N C 0O E' -TW V L m 5 2 a W W W o fY zz W U < mU>OR X jZ0z2OF_; _jOU ❑LLQQ UO p 0ZQOd3z2WU❑d 1WZz�00ZU a�WW WQHz,ir<0 J LL a OW o Q Li- O O Z W OF_ M O 0 Q � M � C/) LL I. I—Wz �M ZUH W W J� 0 nJ N N N I:44 Ne— e� O N O N O O O O Q CO r- r- N N N N N O O N O N O N O N O N O N O N O N 00 O un O O M c' N O M N a CDO O O NLoO > CD NMVLO(or O O O O LO Cr 00 Z Z L)owv� O 4 wU�5 0 Uo-_ 1-0�a Q o Cif LU Z LU Q �wDQ m0Z N �W Z� i-2zW M a.Zz LL CO W N �a2w N Q zz Z <O Z U a 0U 0 W � z Q Z w WCn C LAST PLOT DATE >Q May. 9, 23 Z 0 INTERIOR J ELEVATIONS A & K 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 1 T 2 HR PP ARSENATE CA- WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL 3 S , 003, C OMATED COPPER RSEN (C C) O U CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R30 .3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREASINCLUDING 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 PO°ITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM; TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVEIJ;NG WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3, ASTM C270.14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10, FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1, FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1, 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1, 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-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 (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O, WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4, 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007 BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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 instal ad 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 De 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. r�t 9. must be removed be�ore exteenor sol treatmentar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/_ 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 3/". 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. JUL 2 1 2023 V�A Virtual Review Assist. II Plans Review completed and1. for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M 04 O N O u7 Cl W Lu .. z a N `0 N E 0 o Mgoo o M + 4__.I..to 0 V -0 M } � `0 0 ,8QQ .� LL . Q �N w i0 ,4t 0-N C , W LU (D LU °U U wOF- w O< � M w � 9 Y z lO z xf)�- u)0 Ixfnu_8Ou-_jO ¢ Q U cy 0 0 =�0 oU_o- oom°zaa (bWa jcnwwujF5XW<, d O0 z ~w°w< ZWzo��°a 0X o 0 0 Ia LL O 04 Z 0� O CM Q U) M � U P_ il I-13�c.M zv00 F- Z W Ujo mi N N N N N N r• N � 4 � f 4 � � CD CD CD O O 0 o 00 0) co ao 0 0 0 O 0 N 0 N 0 N 0 CV 0 N 0 N 0 CV CV CO OO 6 r' 00 O A � 1 N O M N000��-00 4 , 6 ,O O " CO J NLo 0 > 0 0 N CD M d' C:) 1O C) C0 C:)�1 I•: C CO Z Z O -1- W �Wfn L) 0 0 Uo5. � 0�a ^ LO i� ,,^^ V l O of UJ W F-Q H Q Z It H- � �- < F-w=11a =co HOz Z NM 00 � >- M d.zzU- mzix �CD � N OUa<2W N a z COQz O ■ • z ~ U UO 11 O co Z SNO a z z J W /o M O O LAST PLOT DATE Jul. 10, 23 Z O STRUCTURAL - J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH —,� WALL SHEATHING Q 41 L•1. ... x^"z . I I . �� p I 16GAx1-1' 2" LONG ('3l4""-1"CROWN) - If! 9 : STAPLES (cz} 6"' O.C. VERT BETWEEN i I MAX'� I I 1 — 16GAx1-112"' LONG (3,"4'"-1" STUDS (NOTED THUS:—) - OFFSET I I --I� I I I CROWN) STAPLES rc� 6" Slf APLES BETWEEN STUDS AS SHOWN - _.-... _ W_..-........_._ O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV, 09.24.21 SCALE: 14" V-0" 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 103.7.1 LATH' ""ONLY APPLIES TO LENNAR TPAIJAX** 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 MN`i) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR "' GAS METER 0 , 0 N H C G 000 o J LO �8 g • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY'"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16"-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Cr: w 00 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + +++ + +++ (�1 + + + (61, " + +++ + + + + . + + + + + + +++ +++4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + \++ + + + + + + + + + + cb + + + + + + + + + + + + + ++ +++ +++++++++ + 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE + + + 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS + + 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH CJ� \—RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 15/32" CDX PLYWOOD OR 7/16" OSB O NOTE: I , .., .,.......,. .,.,.,,.,... ,.,.�.......,..",,..,.- ------ 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _+ 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap -t FILL CELL—\ �— STD. 90° HOOK r- BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS 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 1Od nails required web stiffener 2" min. required when indicated or 4 max. 2x_ CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than t snnlh 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 consideration. Check wall or beam below.* local building T1/16" 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 Boise Joist Blocking I Ica 9" N nrll nails nt R" n r �'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges * 1— iD CD 6„ A %" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y2' 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 1Y2" 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.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— Round Halls 18im ter ": 2 3 4 5 6 7 8 8.875 10 11' 121, '13 Rectangular Hok, Side (in) - l 2 4 5 6 8 9 10 Any 16" joist Span ("'.) 8 V-0" 1"-l" 1' 2" V-2" -3" 1'-3M 1'-7" V-11" 2'-4" 2"-9" 3'-2" 3'-7" 12 V-0" V-1" V-2" V-2" 1'-3" 1' 9" 2'-4" 2'-11" 3'-7" 4-2" 4'-9" 5'-4" 16 V-0" V-1," V-2„ 1, 2„ 1'-7" 2,_5„ 3.-2" 3'-10„ 4'_0„ 5,-7" 6.4" 7'-2- 20 V-0" 1'-1" 1'_2" 1' 2" 2'-0" 3' 0" 4'-0"' 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1'-0" 1'-1'" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-l0" 7'-2" 8--4" 9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 1Y" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. J/ \ Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as r r when t Web stiffeners are not required e top P required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s ® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BC16000so BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 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" -16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/(22) NAILS T R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL !a ,e 00 FINISH GRADE SLEEVE THRU STEMS SEE PLAN FOR °• a • •, FOUNDATION INFO a STEM FOUNDATION GRADE ° REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A 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 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE or IFd 1a5�I I I a 'llNA I I• .. _I I I JUL 2 1 2023 rJ J SEE FND. PLN. SIZE & REINF, Virtual Review Assist, Inc. PIPE VERTICAL TWI►IIP!Pleted and approved or con - a 2020 FBC 7th Editi by Debra Anne Klahr PX2300 TOP (2) #5's x 4'4" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION T i - - - - - - - - - ----------------------- 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 71 a Fl— Ad a a ------� . --.-- -- a/ as d lill- ° SEE FND. PLN. SIZE & REINF. Ad <h N N r'° o; Ln �. Qz ®' W " O 0 z d V) N u7 — E O p o V C '0 �iJ U M ti ri S N V c d °' 4) 0 u 0 if: Q 'N W 0- N i ECl) m o C', a LU LLI (DW o w Lu W~ Q � J Y Z Z °�Ja0 U.0OLJo JZLL� LL Q � 0 ~ 0 0 j�x 0220001 0waWvoiwowwN0M�¢z0 0 > I_ o0 0OZ Q�Woe0zWo�o¢ 00Q 0 0 a H LL I 0 z W 0� O 0 I..: M QV)(MU-) 2(nUt� aCM 00 V z l�- W0 W J 0O M N co N N N N ti 4 1 4 O N 0.0 N n O O O O 00 0) ' co 00 N O NO O e— 0 e- 0 O 0 N 0 N O cV (V p N N N 00 Q In 00 er) T— O No � 0 0 O � O � o CG 0 U) N�/� �1 J � >1 0 0 0 M 0 O O O - LO 1 N 1 I d I LO 1 (01 r. CO z z —z_ O OLLI 4--+ Vo20 1.-W U) i_0W of a- .� V) Z LU LU W � Q = z N U�3� 00 1 W Z z W cV O�1W N a v Ln Z z z Qz O � ry z U OU O a W a z SN1W z z W M N O 0 LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 of THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND A iTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) PL. UNDER EA. TRUSS P') VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN lx2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) lx2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. lx4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" c CM 1LL LL1 D 6 MIL VAPOR M p BARRIER ; D r 4 COMP. SOIL. u 'COMPACTED TO 95% jzq, MODIFIED PROCTOR : —I— ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) U.N.O. 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) c� U- cr w a 0 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE a0 _ °Q — z I� — N I— r 1jTJ NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 HOOK (SEE DETAIL) A S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS B 14 O.H.D. RECESS 4 z 11 SIN � 4„ 11 °P :. r SEE A/S3 OR J/S6 Ill Mll , 1 II 111 I IT FOR REINF, INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J,1 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.) Dlk ��.MEM III— D II III III I D d 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 T WWF OR FIBERMESH - IT. D' fl I ICI I I —I 11—III—I O I 8„91 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N Cl) E LEV. 0'-0" AtN e A.F.F. . a a' a .q ; e ° p' 4- Q ELEV. 4-3 1/2" A.F.F. O e .• ° 2x4 CONT. ° ° ; ° U- e° a e° d .° c • e a CD ° I .I°•. °• .. a d' e ° N e GARAGE DEPTH VARIES ° A. I I GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 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 P Z FOOTING MONO SHOWN I; D .41 ; °00 FOR CLARITY °' R .p " ' d 111-1ll 11I—III—III—I •ICI I{ Z I� NOTE: ° l ° p J-Ll 1LL J-L.L !-L.L 1LL I_1Tf=Tlf—TLf-1T( TTiT_TI =—I—Lf—Tf—=�1I1— *FOR BEARING WALL N r W/ UPLIFT ONLY _I I I�Tf[�1TT�Tf[�Tj1LTr� FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. �6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 "-,\ z 217 GRADE 00 .° _ ICI ICI III I -(1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E c N ' M — M I — �T1 1..-_ 4" °P r SEE A/S3 OR J/S6 J -1 U I I ICI 11 I I I i �I ] I- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c p p .D d A rrr T1 I ' 6 MIL VAPOR BARRIER D ° D 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" O.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.) 2 11 �31/2" MIN. 00 D rr rr P —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 / IMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(min.)- 4" 3 1/2"(min. - 4" -I I I I—Ill--l�—_III III 1LI1 I I_I I I I,I (21 #5 C,I, -''I I' -I- 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP 6D SHEARWALL ------- --- "SHEAR WALL" SCALE: 3/4"=V-0" S�E� S�GUP Q�s 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" U.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 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 00 1Tr P =) I=1I1= 3 1/2"(m n.) - 4" - II � ETIT -I I_I i111 Ill11-1--111=LI 111 Ll, (2) #5 CONT. I 14 m1�>��1 I' `?g - U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" OIC 5 INSULATION PER FBC AND ENERGY �GoNU� FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 3RD LAYER 1/8"THICK. _ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MINN. F FINISH GRADE °° 2 25" MIN. LAP PO" MIN. LAP] [GRADE 60 MIN. Fy= 60ksij - — 7�Trr�Tr�T 04 #5 REINFORCING BAR #R I AP SPI IrF: R 1 7/8" COMP. SOIL. (COMPACTED TO p 95% MODIFIED PROCTOR ASTM - MIS711 � D1557) 111mIIT 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALANT ' INTERIOR 2X STUDS @ 2a" O.C. U.N.O. 4" y• GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 ' c m ° WWF OR FIBERMESH i s d co 6 MIL VAPOR — BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" K S3 111 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUS$ TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 4 2x4 P.T. PLATE O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS SCALE: 3/4"=l'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U U) g III III Lu I I— 1LI I =1Lu D —III—III III-1 -° /— SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/15" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P. T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN 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 COMMUNITY SPECS ��i�ii�ii��i��i� i , O �i �i �i O �i✓i �, ii .• - -. (2) #5 CONT. -I Ilm.L ON 3" CHAIRS 8" 1'4' (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.111 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N C _ WWF OR FIBERMESH D 11=III—�—Tlf-- 4 TTT rR=iTr T TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3l4"=V-0' S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH i `�" a .. d . `Y' ll, .lLl,,111 E 1 d. ° �I I' Virtu'�I RevlE T. I I I' laps Review coml lll for compliance with tl j jj —I by Debra Annl SEE A/S3/J/S6 ' "�"'_I�"'� "g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM :3/4"=1'-0" SCALES3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E CONT, FOOTING STEEL MAT REINFORCING. M 00GRADE— ° d 4. d.a�=II 1—I I I—IJ25 I, Lu ui zLuo°�_Zo ILL 1 --II FOOTING v II—III—III—I_TI—I I1=� T]—fr -�>���II 11 III111— BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 cM O 04 LID (05 U. O. � O �6, • I r° g • �s • - O i 0 w 0 Q �I ` N�- E > o o L "c % _W u �M70 2 [ E� LP' O 0) � g 9 Q • N VN Lu aN c >` 0EC3 m N Lu LU W w ww¢ uj z22Q�_0 2 W Q � ¢���WO�trULLUO� 0(naf oZoxoo'MzOV, JO 0OO (n L Z �Oa>LU zY4az 00W0�a, ¢1¢-''L¢uOgfQ-�-gWo V�Q 0 o oZ¢ u.� O tali O Z N W U) 5 ti O 0 M Q � M W LO _ei ZU� Z W Jo O 0 04 0 CV 0 N 04 04 Assist, Inc V_ 0 N 0.0 N eted an prove 2010 FBC 7th Ed ion Klahr PX2300 o CD C10 N 0 0 0 T-- 0 � 0 O 0 04 0 N 0 N 0 N N N CV CA C10 9 L6 o0 cM , O N0 � 0 0 r r- 0 0 L^ N1 W000000 NM �h In (D I� � Z Z O _ owu) O vo o � a. i� V J O W h=-- Q Z LL ~ Q =co0z �Z�J fV 00 >.<Zo M �Zz Lu N 0 :5 z CV Q VSQz(n Z U a OU O m a z Z z J '^ u CV) O LAST PLOT DATE >O May. 9, 23 Z O STRUCTURAL — J DETAILS —MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "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) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d 11 NAILS AT EACH STUD CRICKET AS REQUIRED --\ II II SINGLE 2x CONT. BASE II 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 SPi w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS FT CONNECTOR (SEE SCHEDULE) iTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)-� FOR CLEAN -OUT MIN, EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN —OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 i__NWAN • • . - • • �� .. •- • milli ■mill MEN Milli Illlm ■■III MEN �Illl IIII� ■III Ilia■ Milli II�I�I ■SIN NINE Milli IIII� NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J Q r w T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x3x16 C.M.U. GARAGE DOOR—_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TTRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d 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 CL 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 rD SCALE: N.T.S. SQ SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK -DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL 4' e . c DOOR STOP d .d MOLDING 2 x 6 P.T.;� GARAGE ��nDOOR J-BOLT TRACK BRACKET DOOR TRACK-----' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) 1 (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR rw� REQUIRED CONNECTION SFF0l'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE 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 LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOFTRUSS 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 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • %8., SPLICE STAGGERED MAN . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON SIMPSON SP4 SP2 - 2X STUDS @ 24" O.C. /8x101 "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 SIMPSON C SIMPSON SP4 SP2 NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 LINTELECESS . SIMPSON � SP4 SIMPSON SP4 SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" y O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR A PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. t & NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 ROOF TRUSS AB E 2X BLOC G Virtual Review NAssist, Inc. fans Review completed and app ompliancce�errwith the IahO PZ2301 (2)hY&Mt KIE EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD C/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5l8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 1 SCALE: N.T.S. Co 0 Ln 0 41 N uj uj rY Zo n0 W CU LO - E L -r- � o co COd oi0 " aS ► a V -0-0- EE � •V% � 0 :8 b Q i Up51 0 V w acN c ECo .V w QN 3.�59 J0.x0LL00U0 M0 OZoo O O JO ¢ �W. OO O Z ou) mZ W (1)Luaj�nIui mLLW¢p �¢¢Ow 0 Wz�w00CL U �d (f7 L� ¢�w g_H� SLu °a o °� >R O O N Z O IW_ 00 1.- M 2 U) z < O Z U W W 'J O O d- 23 04 N�';N NNN r- � IO OCV CV CD ve d O 010 6;O o6 Co CO ' N `O O p CD p e- 0 e- 0 O O CV O CV � CV CV N CV N CA CO OO U-) CO OO M CV O CM NOO��-00 o o co NLo E2 > o 0 N 0 M 0 0 0 Cfl 0 ti I Cr 00 z O �--+ W Ow(o 0 O V0>a - E• O 0 .1. Lo W i T. QZit�_� Q = Co z 3 J N 00 } ( � M �MofZ LU N O2z -3(o %—N Q U52Zz . Z �`t0 0� Z U O O W � Q z Z z w J uj '^ o 0 O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) [-MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS / IF >9" SEE 10/S6 45' ± 2x4 CROSS BRACE ` APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 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, WEEP SCREED FASTEN WITH 10dx3" @ 4" 0/C SPACED 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 1 Odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS AX) VERTICAL MIN 4 WEB (24" WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 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 —� 45°± I/ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX g� 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 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 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 SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 10d & FROM LEDGER TO (2)10d TOE NAILS @ EA. BLOCKING END GYPSUM WALLBOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 �- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 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 @ 4$" 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 1Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. �S�5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. EE SCHED LE R H ON FRAMIN SHEET F R HEATHING S U -[ S I- G O S REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1l " (2) 16d NAILS WOOD TRUSSES ;o 00 2"x4" CROSS BRACE APPROX. 8" FROM yz 2x4 RAT RUN BRACING 1 1 2" 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 NAILS @ EA. END NK< ATTACHED W/ 2 -16d AT EA. TRUSS JOINT �� �� (2) 2 x 4 LAMINATIONS W/ (1) ROW �� (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS 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 0/C FOR T HE HE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r8-""N SEE TYP. WALL SECTION FOR SCALE, 3/4"= l'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP wl 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 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 SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO —� TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS SEE PLAN FOR BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION K�9 SCALE: N.T.S. -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z 7 a BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING 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" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD END JACK 1 l'-O" MAX. o CORNERJACK " 0 Y a UQ m w z 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od 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 @ 4$" 0/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. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 - CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LM Ll Fill �1Fill a 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 REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � L AS PER BCSI SCALE: N,T.S. �c SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING JUL 2 2023 SCALE:NTS In WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION and appN"'° 12C FBC 1th 11" lhr PX2300 7� cn 0 a� 4 - uo M �. z cn /I 4) a)LO - E > o 9 o L 'o _W � c U -% 0 M �! ti (A 2 N _ V � c � 0QQa : VQ 'Np wDy N i m a LU (� W ui vi w 0 ►- w~Q Q:mJp mQYzw W:D J�03:r iU0O-j0 4 U Q F- <c� zL,_°zm°°��a Ci z§0 0=00mmz zz U Q o Z (nLua.�7nwwlu neap ¢~W�w��wwoow v�°d 0X o = oQ ¢ ¢ w 0 Il O N ZW O� W m L_ co O coI-- z Q Un L m U) WL ce) 00 ZUFQ- Z � W w o J O mi CD 04 N N'N N N N I�- T- 414 N " N O O O 0 0 0 00 m l co 00 '' 0 N 0 N 0 N N N o N 0 N � 0 ;N 0 N 0 N 0 N 0 N CA N 00 OO Ln - 00 OO M e� Ili N O M C may. "- 0 a)O 0 T- O T- � 0 cD 0 n .� � N� am >�Nr O ono � o 0 Lo 0 0 Ln a- Z Z _ O Wv w w rA > ♦J O vo>Q _ OwlI---a i.L Vl Z� Q M 0 Z a = fV z j J �mzxM _zz N OUa�u, SQQz �� Z LL Z U a ou O W Z z J //�� w M O LAST PLOT DATE >Q It 0 May. 9, 23 Z O STRUCTURAL — J DETAILS INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL D NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT to FOR MORE INFO 16" O.C. 2X S.P.F. STUDS WI (4)16d TOENAILS TO TOP PLATE W o i 0 cn - 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. u- = —INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 VOR FELT PAPER FOR MOISTURE BARRIER O , 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 BOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M o 4"x4" INSPECTION PORT AT cr a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c 'd FINISH GRADE e • o0 �1� IIT•IIT1I TIIT1' �1JJ.TT �111 a •° A' '. 6x6 W1.4xW1.4 WWF OR FIBERMESH �I- I I a• �r I g �TTT-I-iT-III as TT7L "'11-'�1�7'LL-STD. (3) # 5 REBAR ON 3" CHAIR ' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri SCALE. 3/4 -1-0 S6 SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. 41 BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=T-0" ��S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION SEE SHEATHING SPECS ON FLOOR 1/2" GYP, W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH °. .� d.+. a ./° 4. . do' = jT'j- - - -d - - - - - TI.I I=1 i I r T (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. ti e 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D p SECTION X-X IF NOT FULL HEIGHT SHEET C Z LIL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x BLOCKING @ ALL C C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a U C x w xLU E N 2x STUDS w BEYOND. SEE PLAN p O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2„ S vz„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". H Z C NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Cn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. p w/ 8d COMMON NAIL LIJ w O n PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER > O �J w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. a �f OOtn U') OF O m LL it OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N p MEMBER IF GABLE END LL LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2'x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED-'' \ CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WVJF OR FIBERMESH C .. a. e.. •� d rid 4e M III —III — I —I I IiI=1I II..4l llI1111 " ° HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) (3 (2) (3) (2) LSTA30 JUL 21 2023 i�aa Virtual Review ASSIST, In6�•/ PLYWOOD SHEATHING NAILED PER NAILII G8in Review completed and approved SCHEDULE SEE DETAIL C/S6 FOR M001146181pliance with the 2020 FBC 7th Editl by Debra Anne Klahr PX2300 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. 00 FINISH GRADE tb . 111-1 I I=1 I I[ (3) # 5 REBAR ON Y CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 6 M 0 =� LID o 00 �o Q F Z 1131 0 i 0 r Q C W L 0 q U Cn C U 00 :) 0 S 8 0 -Ns 4) WCl- TN16= V o E 0 a _0 W W U W W~Q W2J WQQYza Z �8g��O�Oco �dLLUpU- J0 Q 0(�0 oZtW00.0z¢a (�0D_>0WWI—zU_2¢O�J 00 p0Z ~wOwH�_WziUQ 0Q I O CN Z U, O U) 5 O�--M0 Q V7 2 ( ti z 4LO ..M 00 Q- - ZU� z� W JQ CD It N N'N N N N ti+� C:) 04 C), CV C:) O O 0 00 C) (0 00 N O O 0 e- 0 O O CV O'O CV ;CV 0 CV 0 CV N CV 0) CV 00 O LO - 00 O cM , O M NO 4 , O M CD 0 0 0 (D 0 .7 N Lo L � rr/V COW Z Z —Z O _ O}� W a) O Vora �O-3.a ,,^^ V J O W H a Q Z��� 'Q :�. y m = Z N �Z w QO �2Zw 0 M C0 W N �_32Z N a vul (nZ� . z Z � Q 0 U a OU o W z s z z J W C.0 Q LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — _I DETAILS -MONO 1/4" MAX 2'-0" * SOLID BLKG. AT TOP BTWN. N ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER lx4 i// un r VVMLL DOOR JAMB (REFER 1x4 r1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT - APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 i!11-11FURRING X 4 1x4 P.T. 3/16"!71X3"LONG 3-1/4" LONG X 3/16"0 FURRING TAPCONS FURRING(2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED 1T. 0 C DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. @ 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" 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 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/411 DETAIL SUILDOUT @ 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.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 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)10d 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 ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO ) 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 B 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 INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBj (TYP:) STD. 90' HOOK (1 I.LIE714e 17/ rill ±5" NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. . '. `;:`'•. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. `` `'i ''''- `"" `'` �.;'.' 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE " NOTE: REMAIN FREE OF MORTAR. c ;'':` SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 IF TRUSSES USED) W/ (2) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'4" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. D • � 6 D• � I I I I —TT�I I � I ICI I Iml 11- GRADE p D �mT1T- ° N P M r � •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.) rHE S I IAIAPY`CDTADI C IAICTAI I TIP1A1 FILLED CELL INSTALLATION rH `, SCALE: N.T.S. EE AF.CH '� CLAN AND PRE -LNG 1 HUSS DESIGN SEE NOTE 1 BELOW .— 2x SUE - 1 ALUM LC,a- BRG WALL TYPE —I j r- ALUM -AS _; PER PLAN 1 ` 1-314" T n ri,11, PAIiNTE K SS NAI _ ti^51 1':'` , Ir•4[5 F CHANNEL, —4,. UTA cu FASTENED PER I V NOTE 2 BELOW -A- I - I L LCUNT VE14TED (DR F'.*,L -,F - T C(�NT 2x4 NAILED TO 2x BLOCKING NAILED TO TOF Ht ()(;KING wl 2-12d NAILS ("} CHORD EVERY OTHER TRUS w13-12d NAILS TYP ("? 1. G.C.+BUILDER TO VERIFY:+PRCVIDE SOFFIT MATERIAL SPAN CAPACIT-=S _D ON THE DESi+�N PkESS'JkES SPLC:IFIEU ilUk WMPONENfS AND CLF,L.''_:I . LISTED IN THE DESIGN CRITERIA CN SHEET SN F() :�0FF11" A i lACHMFNT AT WALL (PFR ALPHA ALUM_ INC FL# 16544 PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU wl T NAIL .097" DW ,@ 24' O.C. wl 5/8" PAIN EMBEDMENT V"Jti;)(?C: t'�'' !•'I 16 GA 3`4"X 1F4` 'C7VD'uVN STALES @ 24" MAX. O.G. IN PATTERN SUB FASCIA w+ 10 GA ?I?4" x 114 ('1R()'NJN ;,T,,PI F (c_b E-AC:H GROOVE STRUCTURAL SOFFIT SF01 SCALE. ',4 - 1' 0" 1") FOR ALUMINUM SOFFITS WIT" ^cFV 09,.1 2021 1'4% INSTALL MID SPAN BLOCK THE SOFFIT FL PA INSTALLATIOP, REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k 0 (2)10d NAILS @ 8" O.C. �ERygN TO TRUSS TOP CHORD + �FN�T/y PLYWOOD SHEATHING ++ + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL--' / V 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 @ ROOF EXTENSION M SCALE: 3/4" = V-0" e e SIMPSON HTT4 w/ (18) 1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP Cr:Al F• 3/d C=c cuCCT 1710 Akin r z 0 ILL Lu a ILL 2"x BOT. PLATE W/ (2) 1 Od @ 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 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 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 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •a OVERHAN �4 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'-0" 5'-0" INISH FLO ° . .. >. ° ° p #5 BAR o i4a Ak p ° a ° . CENTERED W/ g -IN TOP o _ p KNOCKOUT/ EN CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN 1 AND SECTION DETAILS I ° CLEAN FILL DIRT Z STANDARD c 9Y HOOK N #5 BAR IN FILLED CELL �— • l� • r p • aA s • B` • e • 'C STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS JUL 2 SCALE: 3/4" = V-0" CITE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC• ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. Virtual Review Assist, ap Plans Review completed DRILL 3/4"x5" MIN. HOLE SET BAR IN for compliance with the 2020 FBC 6y Debra Anne Klahr I'X23 EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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 IJ EXISTING FOOTING RETROFIT FILLED CELL DETAIL im uc..n, ui i+�un 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. M 0 N LO Ln 00 LO LLI LILI CC z Q LQ CD LO cry-y E L ��b u W ol .� M )U N 2 '` u u p Z Q • N LL1 Q c�v a �a a W oLLF w0F wI-Q w�J Ix Z� Z N U� W < Q U a�X��O3C�LLUOO��O �C1 zE�ozM0 1-j►- C� O O Z vw(LW>ozWW00oxzz= 2 uj)(WD wpZZLLpw0C0- O�� D¢ U� Q¢ W N_� w O U OOQ 0 o¢ Q LL 1! O Z N Lu > VJ q CCMO W In F- IX a- M 00 ZVF�- W Lu W O J 0 N eM CM 1 �23 N N N O N O N p0 O o � roved o0 (m CO 00 N o O 0 h 10 0 ON 0 0 N 0 =N 0 N 0 CV N CD N CVO 4 o O o O O t— 0 CO 0 Nana� In > o CD Nc64L6Cor-.: 0 CD 0 0 0 Lo 0_ CO VJ Z Z !2_ C)�--+ owv) Lu O U I—o ��o a VJ ZXw Wh_- _ X~n, F— uJ — < Co 0Q r=11F-=Z 3:v Z J fMV 00 %-�Z0 M Z Z LL CD Lu N 0a�W CV Q �zz Z F Q O Z U oU _o m Z z W J W 0 O LAST PLOT DATE May. 9, 23 • Z O STRUCTURAL -- J DETAILS-RETRO FIT SCALE, " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER /. 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VVALL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT EARS IN WALL x12 SYP BP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS i� 0 *2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ J- (14) 10d x 1 1/2" NAILS) H 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell E SECTION VIEW SCALE:" = 1'-0" 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT STOP 2x4 C SCALE: 1" = V-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN -3/4" RISER CUT TO FIT MAINTAIN BETWEEN' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 }" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH ' STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SYP GLUE[ AND NAILEI TO FRAMI G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2-2x8 SYP BEAM BEARING IN WALL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SYRINGE 1 ( SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POSI (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" GA MIN k74 I I 0'j BEVEL GLUED AND NAILED T LVL SCALE: 1" = V-0" F SECTION VIEW SCALE:' = 1. _W PER CONTRACT, El PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST F.F. BLOCKING SCALE: 1" = V-0" DRYWALL JOINT (DRYWALL TO COVER JOISTS) 2X4 STUD NAILED AND GLUED TO TOP PLATE 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X SIMPSON MT (14) 10d x 1 1) LJ POST LET INTO _OCK DE ING IX8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES JUL 21 2023 Virtual Review Assist, Inc. Plans Review completed and appr v for compliance geb aAnne K ahr le0 PX2300 Editioi R 3 SECTION VIEW "H" SCALE: 1" = T-0" N N r.,' - -' �n 00 LO ` 30 0. � r- LU W a a'00 W U MC vV -0-O_ 1b01 m A' 0 t ('� W u as 00 8 0 •� r w W n� co E C7 LLJ n/ LU <U w WW" W J.• w200 W HQ Zom Z OJO �QW2 X_jmOyu.5mLOz� Q OO ZLy_ 0WxRz0WU5WZ YDZW0 O -0 U ?1- Z ~-O 2L0 < 55 -00O =O �aZZ�a Ud Od �4W 2 O Z W O �_ 4 W 5 O�:cMO M Q �) Lq � U) z < LU aI,i) CM 2 o zv� Wz0 W 0 J O CD N N N ti 4 , O CV 0 CV 0 000 O O T CO CC) N O NO 0 04 04 0 Cq O CV 0' CV 0 iCV CV 00 CV CV N N O , O O eM- CV " CM N000 'qt T_ , Cn C3 00 (6 '^ N > O CD CV 0 ' M 0 d' 0 Ln O CD O I� ��■ I C M ♦♦ W VJ Z Z W O _ OLU 0 (A 0 v_o�o I _ 0 (L O �d C%) z W F- Q cr I.—m=Z Z 3 J N M ��zIx (0 w N Og2z CV .. z Z F_Q0 U U a O � m a Z STJ Z z /n W 2i O LAST PLOT DATE >Q May. 9, 23 z 0 J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 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. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 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. 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 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4^"_4~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8UB 8F8-0B 8F12-08 BF16.OB OF20.OB 8F24-0B 8F28-0B BF32-0B 8F8 iB 8F12.1B BF16-1B BF20.1B 8F24-1B 8F28-IB BF32-1B T-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 14605 6113 7547 8974 110394 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 1 2163 2536 643 1052 1533 1 2093 2781 3643 38 4754 45 11'4' (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NP NR458 783 1370 1902 2245 1 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 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 165 315 550 784 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 4^=640"M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-08 8RF10-0B BRF14.0 8RF18-08 RF22-0B RM&OB 0_0B 8RF6.16 8RF10-1B 8RF14-1B BRF18-IB 8RF22-1B 8RF26-IB 8RF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 1 2277 2839 3402 3966 1167 2481 4567 6389 8050 34 7917 19 931119 V-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 11 33 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7-6" (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 1 999 1568 2253 3129 4150 589147 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4M"_4~ ,, SAFE LOAD PLF TYPE LENGTH BUB 8F8 REINF. CMU T-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C, Cplan SAFE LOAD PLF LENGTHTYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^0r CR " SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT BF12.1T 8F16.1T 8F20.1T 8F24-IT 8F28-IT 8F32.1T BF8.2T BF12-2T 8F16.2T BF20.2T BF242T BF28.2T BF32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 1 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 V-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 7)7 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 IBI 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 796 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9) 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 416 15 373 606 14 783 14 962 (141 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 1346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 B 1954 1 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 B 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 761 13 909 13 1052 13 230 364 609 897 1224 6 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 1 295 10 378 (1@ 461 10 545 1 629 1 137 221 354 508 681 7 86113 99113 24'-0" (288") PRESTRESSED 124 175 267 10E450 10 416 10 491 10 565 10 124 200 316 600 7 756 12 875 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 4C^=r444rn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T BRF10.1T 8RF14.1T 8RF18-IT 8RF22.1T 8RF26-IT 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 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 14453 6'-B" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-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 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4 CG: CG ] C ) UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-011 C ) 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 G G !8F16-1B/1T 0 0 8RF14-1B/0T (D O C)_ D n ° n n n 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" n K.O. BLOCKS W/ (1) #5 CONT HOR o c BAR IN EACH - ALL GROUT FILLED *O J ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D °I 1-1/2" CLEAR C.M.U. z uj .� #5 REBAR AT o Cd F- ° BOTTOM MIN. (1) QLLU0G READ 0 N `O 16 GAUGE POWERS Q n d c STEEL BOXED t it a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH, ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q J z C.M.U. 00 w Z = GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY c; o BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL �-ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAk AT TOP JUL 2 1 r V v Virtual Review Assist, Plans Review completed ani r compliance with the 2020 F by Debra Anne Klahr P M N O / A p 00 ✓ LO e- W 0 W 0 Z a N O LO E c' O ' M d V) f V -OZ m 0 r O 0 u g S 9 Z .N ^, w Y Cif, QN C 0 �� W L CL UJ w UW r7w WOH WO~ ��J < 0 Z �� J 03!W LUQv�JO Q Q V <� �aoJZLLLL°z�°o~aa '0wx0�OzOx000m ? v Ci 0 (n Z J0a>z�C0~_ LLo�Oxa J Q Q O W Z W U aow LL Qom?-o¢o�Q°� LL Q 0 LL 0 Z N OW W 5 r, 0 0 M Q M � C+7 - f-- ui <M Z U 023 W J o N N N nC. N approved o 0 0 C 7th Edition 2300 O O O O 06 O CD -- 00 N O 0 ON O O N O N O N O N N N M N00��-00 1 N Lo � ; 0 0 0 o 0 0 0 ti LO N c+i d L(i cD Cr CO VJ Z Z W O CD}� _ 0 to uj � Uo F- o d 0 a VJ OWF---a �- Q =m=Z Z Lu MN W ��Z°CC 0 M Z Z LL N g �a}w N a Z T)zz xd0 • Z U g 0U 0 W � z C w W ' 0 O O LAST PLOT DATE May. 9, 23 Z 0 STRUCTURAL J DETAILS A REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#51. (1)#5U (1)#5L (1)#5U (0)#51. (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1.4. 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' 21-8" PRECAST (2) D4.5 WIRE 2 No. 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST 2 D4.5 WIRE l 1 2 No. 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" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 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 11'-4" 10'-0" PRECAST (2) No.3 2 No.S 355 1 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 1 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 134" PRESTRESSED (2) No.3 (2) 7116strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116strand + N.R. 277 277 202 281 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2) No. 5 N.R. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. S �'•R- 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7/16strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED ..•ti • DETAIL "A" DETAIL "B" L` j - L., DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF MS BAR AT 5-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-]L/1IU] NOMINAL WIDTH) `WUANTRYOF 11 BARAT J NOMINAL HEIGHT UPPER LINTELCAVII'Y REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEELTOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#51.(1)#5U (1)#5L(1)#51.1 (1)#SL(1J' (1)#5L(2)#5U DETAIL'H' DETAIL')' DETAIL'H' &J'' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 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 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" l l'-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.4 (2) 7/16 strand + 15-4" 14'-0" PRESTRESSED (2) No. 3 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No, 4 (2) 7/16 strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 1035 1035 478 936 (2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 720 720 366 716 2 No.S (2) 7/16 strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION S -SOLI / QUANTITY D LINTELI L.-ERWER LINTEL EL CAVRY [8xl I6-P-1 L/1IU] NOMINALWIDTH] J `QUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" 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 #5 ( SOU 0) L #5) U ) L SOLID #5(2)UII)L DETAIL'DE DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 7-8" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5' 8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 11188 1267 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P: PLAIN LINTEL/ �'1 r' QUANTITY OF #5 BAR AT S-50LID LINTEL I I LOWER LINTELCAVITY [ 8x 1 I 6-P-1 L/ 1U] NOMINAL WIDTH) Ij `� OUf NTRY 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)#51. (1)#5U (1)#51. (1)#51.1 (0)#51. (1)#51.1 (1)#5L (2)#5U (1)#SL (1)#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'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'-4" 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 74' 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2) No. 4 1921 1921 2035 2035 81-0" 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 1 1411 1319 1489 10'-6" V-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. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2) No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No.4 15-4" 14'-0" PRESTRESSED (2) N3.3 (2) 7116 strand + 1095 1095 551 8$7 (2) No.4 1T 16'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand +-4" 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 607 607 317 601 No. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" DRESTRESSED (2) No.3 (2) 7/16 strand + 488 488 260 493 2 No.5 (2) 711 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 (2) 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LINTEL -1 I LOWER LINTEL CAVITY [8xl 6-P-1 L/I U] NOMINALWIOTHJ j `QUANTRYOF#5BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" 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())#5U (1)#5L(1)#5U (0)#5L(1)#SU (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#51. (1)#51.1 DETAIL'N' DETAIL'L' &'M' 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 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 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" 6-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1l'-4" 101-0" 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" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-B" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 877 877 501 966 No. 5 22'-0" 20'-B" PRESTRESSED (2) No.3 (2) 7116strand + 850 850 471 923 2 No.5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 DETAIL "L" DETAIL I'M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINIEL/ r QUANTITY OF #5 BAR AT S-SOLID LINIEL -] I LOWER LINTEL CAVITY [8x1 L/ 1IU] NOMINAL WIDIHJ1 I6-P-1 I ` QUANTITY Or #.S BAR NOMINAL HEIGHT ---JJJ UPPER LINTEI. CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" 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' DETAIL'DH' &'DJ' DETAIL'DK' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-B" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2•' 2'-10" 2-6' PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 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 91-8" 64' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE �1DESIGNATION QUANTITY F #5 BAR 5-SOLID LINTEL/ I F LOWER LINTEL CAVITYAT [8x1 j 6L/1U] NOMINALWIDTH1 `QUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402 2 & R6 06. 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. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A el 11 3000 PSI GRtLD) TOP LEG BARS: (PLACED IN(SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) LnBOTTOM BARS SEE SCHEDULE 7 5/8'f 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 3000 PSI GROUT (PLACED IN FIELD) 2" 2" Bo ip � M � N rn 11/ 11/ aaN. 7 5/8 rxl TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 42DESIGNER MAY EVALUATE LOAD TABLES B CACULATINGMAXIMUMRESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 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. 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)#51-(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#SU DETAIL'O' DETAIL'P' (1)#4L(1)#SU DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 100DO 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" 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 12'4" l l'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No, 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 • 1846 2 No.4 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1698 1698 944 1546 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P- PLAIN LINTEL/ �1 r' QUANTITY OF #5 BAR AT 5-SOLID LINTEL I I LOWER LINTEL CAVITY [8x1j 6-P-1 L/1IU] NOMINALWIDTHJ `-QUANTITYOP#SBARAI NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (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'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 100D0 4•-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 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 1Owl) 5613 10000 51-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-B" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 o 0 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 1)U(0)LL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 51-8" 4'-4" 4'4" 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" 64" 8'-0" PRECAST j (2) D4.5 WIRE (2) No. 4 1 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)IJ(0)L #5 1 U I L SOLID #512)U(1)L DETAIL'DO' DETAIL DP DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 1 D000 10000 4'-2" 2'-1 D" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-&" 3'-4" 3'-0" PRECAST (2) 04.5 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'-B" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-B" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 91-8" 8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1 183 2844 TYPE DESIGNATION •.i', 'i . '•i .... .: : ' P - SRitl LOIRL LBMER L}111EL GVI1Y T f1 , ... , . • . •�•, [8x16-P-IL/IU1 • ", .• ' h• Ii�kaL WIDTH � �•, ,"., ,J DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION S - SR]➢ Nmlu I LBk'ER L1!lTEL CAVITY T [8x1I6-P-IL/IU1 tld#'lK VIDTHJJ LOF LPL LINTEL 5 W AT *NVIL HEIGHT TYPE DESIGNATION P - PLAIN LArtEL/ rL,�UANIII Y Or Nb BAR AT S SOLID LINTEL 7 I LOW",RiIINIFI CA`IIIY [I8xII6-P-1L/1IU] IJCMINAI WI•JIH r J `OUANIIIYOF#S BARAI NOMINAL HEIGHT UPPER I.I NI H CAVITY JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and apprM for compliance with the 2020 FBC 1th I by Debra Anne Klahr PX2300 SAFE W�RKING LATERAL LOADS (PLF) " X 8" LINTEL Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 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 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 17-4" Prestressed N.R. 257 1 '-4" 9 Prestressed N.R. 1 8 4 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M 0 N Q ,� FJ ?T t.... e 1•ft W O 9 Z d cnn` N LO - E L '0 o W M C -!- p U oM } wog o8 O Q10 a) V� • N_ 4k f� w Ci ♦% I_ ry C N E� i o m � a WUJ� w W�ILL! W O F- Q(D �--� 3 U 0x0LLU$-jO �ozg0~�< �0 zU.1. oWoY00mozUat zJa'Z z0 Wo 0Q°U)0��QOw zp, <0W LL 2aw Od =O ~aLL 0 0 Z N Uj O� U/ 5 O 0 M Q U'^) M Lo U) awQ? �N_ W a. _M Z V LU W J0 0 N N N N N •- �- O N O CV O ition OT O O MO co '3' CD � 00 O O O O O N O N O N O N CD N N O N O 00 L()00 e- O A " N O M N o 0 0 0 0 N� Z ; 0 �- 0 N o M 0 'd 0 Ln 0 Cfl O ti LO � Cr MI VJ Z Z Z O W O U 0W(n LU U > 1- 0 0 Uo-s I-O Q a O ^ eii (� V / Z W f- Q Cr. r Q ~LIJ co0Z N ZjW 3: �2ZW M [LZZ CD LU N Og2z >-N a v�Z� CK -�e Z U Ov O g ,e„e� 00 z Z W W 04 W co 04 O LAST PLOT DATE May. 9, 23 z4-+ O STRUCTURAL J DETAILS A x9op&Wff Mounting Brackets 00 rjawiii +1I2'K4-1"2* A 2" 1 21 <a- ai It Back boss Support {ilvl i'lop cut To wii Soli A F}t. i Schedule Right Bracket ()o Wuge) 60its 112'rVia. A325 GA (Typ.) A/C UeiA Wkilm li Hufficane Strap Wwh"s Front Cross Support Self -Locking Nuts Wdy be Cot tow) Left Bracket 116 Gauciel N 14 Set 4,10111ing Screws T1vu Braci 6 Back Ci Sojpooii Into A/C Unlit Bottom Side (typical: 3 c-ach side' for hooMci asa) 11111161 111 llnolkoellrellreldi A.,' li-, lFror,laurcroved itailowend Sari overall x"Mc upIon it4ol , I!iJoitiondi (tr vork" Ar"i t Florida Department of Bummess & "rolicts,cnal,lo9uli BuIldini; Codes and Standard; Product Approval Applicai Doiloril I'". I er I 12`1 6=1 LLLUUM P'9'i D,,P Coo r'opoil'w Oslo Im torsead" Nwwfwwm contact anmlMereLaLellaY VA"Id Ih wVql(` Fell Am 1 "'(11 Amam me" Affleorqip!-on 20" 6.4.1 Uem toadrecul li Mensal Gtem@rn Hor,,otoor no,oli L.k. Balmer, PE I 171:Arri2l, Irr.4",'o coinvowhe (077) 441 63" PE 1 $00 3Ld)C.doWtv. 140011C41 1140>01i seaAvow or infoolarrartoefti obee, "al Do' convil-:111.1hood E-ij.ho' iIron . Uoin"dFloilds P"tereavol Eiregill FUNCmmpftmkck re U±ii Iftyr-yi Uaa linow P.t3l1i 11 "Pol corarrIAW Farearoadon Qdme Dultuat "I'VIIII! Rub= EMUllm I S, C­�k,k­ 1- -1.10 IM112023 rm. "a :1oo 100 I So "androhow 1100,111, at $40, 511 W. F-ri,_ 9111 -Vie dnlihou- V-1 Qi ' Y.. Ye, WA $oi too 3 &MrWWMado:01546520 irtsuloreriFlood Vent "ZI3111M Y" Yee NA wil, too 4 ar"Annoi mom 01 544>521 MiAmodflnov.9 12031,1023 yet 'Al i 1100-hot - 3 'u,Ti cpri Dow totaled Vem 211I r023 Y- Y" NM WA g�ttvwyt Ao"t om!;W.Ioo A,.V, -NMI in othated) Flood 'keno, 213iri Y" WA -100A100 *M~ Model 11I 111574 14 :iLqi Gr.'et ric',V Food voom IW3112023 WA Florida CApQrtrrooi of gllslnoss & PrefessionallitegAtIon Peer, a, Buldmi and Standards in4rA2t Product Approval Applicaoca 1 0 04 11 UAUL" c4pl4 Fill wr w1lo 290 Vat ("Irldlixt DWI �10 V-,- atiamdalwatic contact EilCinMikLlc"o A IT, red i voiNadw SlAbWdftd rac AMIO" Api "i 'o'­1 or :t'211 DroW voi Inc. Jam anuffau Zvoll I Fri 041MV2020 06`12G2020 mlyliM. CA.U,Ito r'V k,, Ol 303-1511 PE-14021 5 3'xkA4ul M."0400i coma xecolosabodi ulolloniel­li RwkI2Rv4rt1­dAmhii ore 1-i-dFlearces F'o- . . 1119- FL41713M.FilL Fituri Aa"dkfK Visit A"92"tt%AAR bDKI Domi cowl ad expini Pill laffim Q51t" KAU Real TemslJre i 1111,16,,Q 5w-, Dw,- I-K 1'E' 00. )"Sn DIAL 11.6 r1kiloc 2008, IZ3112W5 I- No At.a «WAO CMC. "Il li NDartmom of Business & Professional Regulation 13,sidirig Codes and Standards Product Approval App! IC2111101111 Detail WAM"A , II IIIII LRA Intl] o, LIU& WJaL VAIA"pi counted L%t2&j4LUtu YAWAUAL th"', 1:1C.awatcom Nei J3,R,,,' , proo, IF L", ma r R"Ii ying P E C�11'i 1 11-11 (1-11 1600,943,1876 013/187-6556 3 Lm, kweri comiiwc.mah.d: twoluarorT Firmon nerria an Fv'on. Rado"i Aorti or . L.Valen- Pandooa 2& goot, Nr1Ql n 2" &Axnfim facAuuarn sula-ve O'li I Zr 112"211 04,7.20J.11 o#m&m2l 90EXA� Ammel dfm J'st U.L4IA.L„ III Doscir, wr, a Th.-TV. l9ble-Asaill 5nneiloWN., p6wkl3A 611l Ilk liquor Implectalli 01,4414, No Ca pis U Efte Ftleptea- 'nak Cour 1, 1-r.. ,,. 1-Ch- Vorld Sr-.4hi 74I,q- C40P*Ift Witter FOoom " I -Ili smiwsi one"Inamo~:9 X0, ox cr i 3 it Therneel FIblor-Clai end arn..tir, *I., "mmai "AlIll, 0 6(FCI I'lor"I'dalluoi cloolque No V'ito Yti 4 1 The - 1,. Fotae,-�Jli AM .3-1-Star . 1por- III, old ISILiolvil i f The" Tm Fiber-tastw AM Slopr000li 1 411 Thoeirmai Fit-cali am Sm-ori 11 0. Ther-li F4--Ctnsk.m Scrocopi 9 k Tbowal Fibo-Oanlc all Sirroccothei 1r) I "haeri Fibar-orespoo am arroctle-slior Rper -cldl ard Sornoi Star 13To Ila-lor. FIOeI.Caa91c am 9-ovillo-9li Thertrat'r. FibIrI-CUrreitiond Strowirl 16 p. lop ­7r, Flialar,Cei and Smooth Soar 1, 111 Thoornmor To Fiber-Oftem and Snoidph Saro, Canty brad r1illot F040i 0i DW*lh Of real Bdrlas lnallaq,elwd,g XX . i "mQpourxki Ne,,,,rool NOW.,D Upd."dAquee Opoi CoarnoWs 90" FlInagall"i arreis 0" tonsorlingircuitterr x-litureli N"I'Velf &Lq"JD &4oralaropenious4i opaque Corropoeft. Ed" F11prorrolonot, Sinottle i rah 34*W.t (Inurvido"IVol-T x1i i - OX0 -weillai -Avsek opm. Corot," Ed" tripartite" N.,obloaDw edr, or .0.0 QVIRIN" (An".IleCep-g. XX. OKKO -rei ' N-11. GA439 a GW*d C_,i EVIII 94oargre- 6nnyt U,_ (InW.qA;%As*'Vi X I.- C=46ACNA 4O.&VIVICIL4,41, r­Rposlod to Sdii Fabagerso. ',I"* Exter With 960") (W"I*it)kgomw XO, QA or _15pounin"i 11,1111rial "032 6 Goal C-coo;vIN ". tripling". D.t*DwAb cor ,," .4 State" Xx . oxxo "MVirm "Is Norrinal 6L"90 Iloquelarritionri "Word Corropoopire Edr;oV ftergeari i5iq0, 11,,, No"rW UOW:O &0601:"MdA41uot; U*Pod Corsi Elej,,, Flitnrpoorvs rAride, Dow vi AD Dxc'aw -fro,Marl Howe ra" 0 "a I-A.60I M itNYM ccirkrpoin;;". ruierare eaDrei 0- 1" or I'MOL481 -(aV*,enyouWftQxx,e'Jxx0 ountlitourattardi loarni G&VNA Glal Noi A&AVIV A 5,Ai Iriqei C4..d Wiwi opal crulo,.." i flt«q­ 'Not Dos Ili Gilarri M.Wood Open Sli a,,) Molded Oper, Compost. Edge [ot-fio- �blv 10-411th lareeNaut Gluedhildi CoPefl3i XX Air oxxo emaluraton li Nothi 6"39 ;11; aAssa:YrlplomI.Opsgrt Rdol. nb.ob" soloodw-von, '4doni XOL OX o' cylo 1.40-e-el Norti 801 " Carro"It Foat Flib"llas DNI r;- I'M I will Wt Goarad NIdl Opm SIVAllot. I 124111=6 i Y. 1-1 1.1 1�r2lclm W. Y_ 11.%14U20 W, yors W. QV31 1J ctm W Y. r" il k I. yi� il, I ?n 1 '72 0 11 6 r." y" 1=1120M I I., - I 121112ON 11 1- I'VA 121314107a ?I, Yrx Yea 'J'' J Y«A Yn No Florida Deperainard of &AnaI & 7rofo--4onal Regulation, %,ilcling codes and 6tami Product Approval Application Detail montili W'Qoleft Mow Or W Our.. P I Ref 111 ta tiallataii i In doupine, Jons Rr,l Ulliart-Dift BCCQ- CER Felevt. a.::" V., Cal"Aar 9"oor Doom soll to 4t* C 131) Oak 11° lifieball2dri 0- Ourearlbiles C-01i slai C.Iftaii VA. a L III Om Goal A,,,MK or III Amortri her U, In in Fte" 0~1940 c4ptnm ROL!KlpV Dai Ii i IIL4v� Kit-A-M Fri r Y- ,- ! r , , - March PRUDDUCT APPROVAL SPECIFICATION SH E EIT (202 ) As required by Florida Statute 553. E42 and Florida Administrative Code 913-72, please proAde the information and approolilial numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numberi Test 'Pressures Exp. Date 1. EXTERIOR DOORS 1"I"hem-ir iFiler-Classic IFL20461.1 A. SWINGING aTru and Smooth -Star (NON-ItvIPACT) +6T 0,,1-67.0 psf 12,13Vf2326' Therrori aTru Fiber -Classic and, Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131'14'_,"-64� " Thenr aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING Ml W Triclows and Doors Series 420 FL153321 - FL15332.5 +40.0/40.0 psf 12/3112024 PGT Series 5570-,,.-.-- NOA 21-0205,03 +38.7/-38.7 psf 4/14/21'.'1_215 Corporation Pella FL,2646 C, SECTONAL Wayr e-Dalton Series 8000,1'8100.,,'8200 #1105 (18X7) FL8248.3 +31.0/-35.0 psf 12/31 1202113 Vi r le-Dalt or, Series 800018100/8200 #1123 (16X7) FL8248. 10 +30.0:1,`-33,5 psf 12/3112023 Wayre-Dalton Series 80001810018200 #1124 (16X7) FL8248. 11 +3441-38.3 psf 12/31/213-2.23_ A D. METAL LOW ERE D DRS '--" _rrrliE 5 Divi of AADG, Inc 607,707,727.747,aro 847 Sngle & Pairs of Doors FL1,153T NIA (see inst s' t) 12 3 1,," 12.025 2. WINDOWS A. SINGLE HUNG MI W ndows and Doors Series 185 FL17499,2 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series i FL11206 +35.0/-35.0 psf -7 6117/20/- Pella Corporation Pella 10 Sill FL1,6603 +60.0/-60.0 psf 6122/2023 B. HORIZONTAL SLIDER MI W ndows and Doors Series 188 FL15351.1 +55,0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL111061 +30.0/-30.0 psf 3/27/20"23 Pella Corporation Series 10 Sliding Window FL128"11 NIA 5/25/2031 C. FIXE D %11 W ndows and Doors Series '185 FL15349.1 +60,01-60.0 psf 4 !3! 2 0 2 3 PGT Series 5520 FL243,5 ;NIA 4/30/2025 Pella Corporation Series 10120 FL6694 +50.0-1-50.0 psf 7,11512024 Pella Corporation 10 Series Flange Faxed FL16280 NiA 5125/20-31 D, NIULLION MI W ndows and Doors Series 5764 FL I'53 5 3,2 N/A 12/31/2024 PGT Series 5500 FL261,1 N/A 5'26/2026 E. OTHER 3. PANEL WALL A, SIDING James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap SIioii,rq FL13192.1 - FL13192.2 N/A 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL152721 - FL15272,2 +75.0/-75.0 psf 12/31/20423! Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + 54.21-54.2 psf 7/30/20-2-11 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL101 24.1 N"I'A 12/16/2025 B. U N DEE R LAY M E N TS Tamko ('for Shingle Ri 151b Felt Undedayment FL12328 N,A 6/29/2023 P�ygilass USA, Inc, (for rile Roof) PO'.YS-nCK TU MAX FL5259 MA 12/23/42023 C, ROOFING FASTENERS NOT JSED D. ROOF VENTILATORS- Thompson Arch Metal Comp, Off Ridge Vents FL1691'8,1 - FL16918,4 N1A 9/9/2026 Florio,;a Metal Products, Inc Vent RV'I 0 FL21580.3 N/A 11 213 112" 0 2 4 Lomalco, Inc DA-4 ExahL�st Vent FL17202, 1' + 97.5/-97.5 psf 12 /101 '23 '2,15 E. ROOFING TILES Boral 71e Villa 900 FL7849,27 - FL7849.28 N/A 4 4;. 12,`31'1 "' 32 5 Boral Tile Saxony 900 FL7849.16 - FL7849.20 li 12 / 3 112 2, F. METAL ROOF Drexe-' Metals, Inc. DMC 100NS, DMC 150SS, DI'vi 175S, DMC 200S, DMC '5V FL17679.1 +01,f-180 12/31/2025: 5. SHUTTERS A. STORM PANELS Globel' Protection ProdUCtS Galvanized Stee% 0torri Panels FL15076.1 - FL15076.2 1"1 12/3112023 All American Shutters I Glass Galvanized Steel Storm Panels FL17869.1 N.,,'A 12/31,r21^23 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ ANCHORS USP Structural Corn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 ___N,(A 1213112.024 MiT0 Industries, Inc. Truss Plates FL2197.1 - F I 2197,5 N,rA 12 /3 1 2"0 2 47 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L\/L. PSL, LSL FL6527.1 -,FL6527.51 10/31/2023 D. MATERIAL Cast­Drete Corp, High Strength Corcrete Lintels NOA 20-0630.15 NiA 9,111/2023 Commercial Concrete Products, Inc. High, Strength Concrete Lintels FL1774 WA 5125/211 The products listed below did not demonstrate product approval at plan review, I understand that at the time of Inspection of these products, the following information must be available to tlie inspector on the jobsite; 1) copy of the product approval, 2) F!ritiijm Delurit-cf :1 ncnoi Professional RierIjulallon Hrokitrig Codus and SLandords Product Approval Application Detail i 1 06 -1 1 46,=2 F.q"1*:ai :.2a � - ;, :! LW V�n ,ijtiI 1011-arAfaclureir C"g RIII k1,rly �i,lj;ioocted INAPoroyed Appi %A ',00 Th­w7;v0.ipxAVi ki_"i i � : ,I 0 arr"WXF, 1`c A, cauagorilr. r.i (Il 80 7028 PC ISQp Irk' i subcfttogoory:'l.Iri F-irwilki Asseftles C, l4ple't III Z. IV. L-11i r Vk4A FLai R1 Progoigbi &Qjaangt2LoJ= Aggromd ficr VIA, Product 0otolooWliz negYiesI, pevv"rrL I"z "Iorp"66 t23 1r= 'ir ii t I Urge8 FI4cWMewa&`kgk, iPG 401mmak de,11139,V, aq"-.9' 0,0,xi" '2n11r,22 vrn% yor. (Irslinos", Eci F.PargasorSengon Door Adh XO. 0Y 11',flr' I or, 11,11) uTiIiI, To, ord tt, Skoi Nir"'­: k164% I r., "i.': ,.'A Xxa, OVO 4 r1 Pom-Trull Fi bire-Ci voir: 9,m rro-'rloiro Joedut, firi S -.­klli 117,1 'kI IA I lj_11121% Y_ I, A, ­j I'Vionrai and 1 1-13 1 L".1, Yea?- Cork O:u 4W C-,- . ur, I, = XX or NO* tI4trlveni 11 11- 1 ru FiIlpftClaoiee -a i G102ad 17J511222'2 y" Y- M1ArA Ciii Iwit,r.miJTS�x &'I" A oip"" )(0, OA or :)XCJ rr'0 lwi"W 00'W ItoweHirroolomquot Gli 17t,R1r1p22 Y_ y" err" 'q, Tirmirt. FJD. piwzpaloi 00C NO Coo 14th Of 'K" Nomi" I Nooli Ii Old 112GIA2= You Y� yea 1 A is:ompliAL Edge Fli, '19 171.411121122 Y., IM �n1oroVit EdgeFlioarrglares SIri rk- AM XO, OX or 0XCV Glued I ZM 1/2022 Yers ears Ifees. rJA 'i Lwl Door 'Ath or kno e = (='1`%11W0 itee. rog XX or O.Ii 13 IT, I hi 1 0"'. Pilo I eu1t:lnrF acaa4uar opaque 126rc.13"12 yes n> ym WA :14 1 To'c . Tmu D,dSi rztw inolI tart &qiVt: POpule Yes No A :121 l r MM rit" '.1 1, ­6 ')VO oorhou'rilel 1 i, TV,-, Fit., -Cly,slryan J Sravoll",telar, I I�� 7 C� "bar, ulam Sir,qk, 7,x, 9 7tvil .41. 11 -1 -irr 6i,ll 17J311;?Q;!2 yi Cr� riWOW i Fiteorg[li FXyritle Door vi 0y'XQ w1houtorti I 4i 1 Gpi 1201001-2 yoo. Yes NO 'AA ""Posere i , boo'gises slgi U� I rii� p% IMPKINqui Opaque 1L7."41121,2 Yes No, I'VA imw. (i P,beoglim Single Elco, wil, A-111 - 41 11 -ri Jrorm.p, KO, a x a OX0 r­ Tr, PJlcook Clasti and 1ow*%-$vrr y"' rcm.,e p cede r, vTixer, c^mA ,i 4t7loLKSSOIOO#n r::rA I ,;rat 000i I ?Z f2D22 Ycs Yes NO !qA CPm"* Edge Fberglon %pgle L)m ,I X Io'44nil I1x qrna T to Pi III r; sor, a, e, Sari h i,, 'r, 3c, Opaque 1213i'M72 Y04 NA i'rrpw Lkicr' th A). OX a OXCo ot vZ02' 11) 0 Avi-li IrTepactillcluct Oppi 127?1= Yes, Yn No WA T. - -;dvolh or :.'i­i I 1jo F. T. .w%l Lcr AN- jXXr) 'u F i sr"Q'th,sluor 4'J'tR4u:: Ipi I" 'res 140 I4111 Computers, Lwje t4".l " t.""' Sci yes Compohere, Scit niteargins SIroj48 Di ml h Sidellpi XO i a CXO y Therrv-Tru -itii., wI")-Voul S&II 114ulpthill irropird"ok Glued 12(31r= yes Y" Nto iLIA rdle I"baplikeell DrItIt'd Dear VAth Or AL T. Therr,e,.�v, Fiber-Q*oi and 5mccroli . I. at `­ m ri., I rs 1 rA,2 Yee tqc, WA t'o ij.. 'Vii olas sor,'Joa Deal Tiler Fort, -coasaii and 8­""Ah $i*'� Yom NQ NA kr 4 '1 1 rrMa C lawr. q TJ Srnocooth-Slpar loni WJWU !"­;; , 4� N f4.a.is"2Ji rt. ZZ4 Iki I Z: it 3"IJV F`41k't pi 1*,ol I N. 3 J'r 420ALUVAli SM Rielsil"Oli ­:r�' - - sw REINFroli VA 80W 014CM Compote E,l Fbergi.- CIC7,boe 1),X, ; .1 V t , ,adimit Satellites Onswricy01rtai )OW 0 X)i C_ C 0 C) Q) W W -0 CIO 0 0 0 C 0 = 0 .0 M U- 0 > cn 7D (D E (3.) 2 F y,X C/) 1`10i 09pi'll-11ri U B10111110'i5 Rovil3i Balldring i a th,i .�tandw& Product Approval Application Coplait JU ­? 2 1 202 202 lei Pli. Rev Assist. Inc.Inc Assist Plans Review co m - leted and approved for compliance with Itio t e 2020 F6C 7th Editio i by Debra An Klahr PX2300 o"'on't 9.141 411iov got. III 4W42, qrI.1111ft"Yl 111.0 , ..0 pivwd'u I .. I fir, Yool NiA 145 3A5.q,I'010&qr0t N014 kl_iNi ILTI ES 4220ALUMINCIA SGID OX X0.X:, 'frort 010* REIN FORCED 11 12D A L I I Ii J V SGO REINFORCED 0XID IVII412024 row Ym 14. SERF 410-it'1IIIIA I..Pt 'A' i tD r* 12,11a2f".14 no 43 NJA XO Xj, '11i 'YX Florica De-parlire-it nt B i%rd-­ & lorcnaolonaj Rogulaticit pea. I pr3 Sii Vq I Ii I,ovd,wN Pli Aplylrc,vjl A14dicit"I Di J 12P 1:71..� §L4%& i'116J`2020 APi tW., Coluaw &I lal W. A- ygLLMJUJ1 itam UAwj Ii Di'li, fqkw� vam(EAV1�0i poo, I, iZt.11014114 Hvi'Z lotvshueo�. pi �Ii ovi .4kith llirrkrW I111 : �' -'[' .1 .1 , `rtl -31 00�135.00 "itai in too x4riti oi:"Ir,r. 81 XA 1041 Mat %"h 14 W'l Oak 'oV I I lu -3000'43.x kir il Oroh ki VIVK ri LNoi 411' , I" Florida Department of Business & Protiswourral Regulaton Kjoldl Godi and Standards product Approval Application Detest$ I v .4 Freraion 217211 Foxio "'llary QL LLC Qateci Emierl Dol rt44Y4.2a15 "r F.'ri raouru'q­ HIM pIe"I 09-sai-I k 111 4 ik^rz 414, ",11HiW "61,11tant Pali i ,S4 r S'opa Rnd Four, I 9l'*, I AwA, am', WA Florida Deparbol of Bounii & "rofma,onal Regulation r,a. t Bullldng Codes anod Stariderds, Piotiuct Aptinoval Applicalicim Dertail WeYLnmsthxar - Re'llikork 2WO PC wvlri -.1i caudoa= A PPLI'CANT SIGNATURE DATE .0i na,plVAneAanothoo: MIA So I itili 1144 L 91F MM1�5� NO. U. 0.0 " 1"..' 9 1J print 8�trnrctad 11�. fourt", "I &xuroptl RL%a A~Wr Ar011olipi san'tit At Ii PE 'i 41 11) 36n.2.-Yr, M""Ai rare" orwAptlern 171"k W-8i buttropena-d'-, "i As In, Al 0, onoi "1 1.11 A'.. ­'q ,,, uL til:151 Desdon on Me 01 I'vilz Elpt twl' Rolil[Vai Prowl Frame VGP. FAI Hung it'vull Leriori Glue, (D CIO > 0 U) C.) i-o- 0 % LU 77 (D Z 0- SHEET NO. PlA 1.0 Florida Department of Business & Piolessfaiiial Regulation P.Q. 6 19 9 Florida Mpoodromens J Business & Prisfessoonlool Regultrilliforn Pop, a, Floikle Dglpodtrmmr3 of Business Building Codes and Standards Build 1 gCodes and Standards Ira 11 1 Bulking CDders and Standards Product Approval Application Detail Pfoi ', liproval A ritrifi, ation Uei Product Approwt Ap;Aicollon Detail FLOV0161 »R7 29AIl: Entity or Q'Itir pt,01rsdrai 11114 yerslun III a nuo CIL Lail.111i Itmairiver & Lcorroto Vallidated By Voikkded 5-briniffed FBC Aition; voi FA,flu Fiat-! DIU 2ru kimot.Eimmi Who F, ll�r ante D<� vAt-P-"K" 0911A Y�,, siq� �!rl eft, PlAra Lon kLkmttd App'tLindl Otet&nI Ell 'A Very, Saxi mar & SUbrenri � aC A-Penniq Amorm, -4-toi­ 2(= 1h­TILI U.'r.-ba. C'.4rogorN LAWrdr Doc" Sit— I 'i,01"I r f B4! �62TI PIL 4:� 41.111 IO007Q02I nwill 1011 V7111 IWISP2021 Ainq­,I �Iri �, PI PIIT I,,", jent. R.-di N, -onde Si -'EP kA.-CA-ill VAt 1,9511 1111U."114 1 U1, Vftdft$ 0`1 Vollis a V-1 IstilIV I NIhr1I:In1 N A 11`1 1 1 1 111W.14711 SitilloCale":43,iongfrol ExtoPor Door I,Asijoie, Atr�­, 'fill 315-25% Caeglxi� Wridlivals; 17171381.1300 I'l 7131r-Und Ciorn Plialonorlif MAW: lEiniolustiori Report troini A In S1AIV-S.9.1i slr9­­10 SubCadmillorr, HdizIeftalSodw toffteginorm*d ­ Potiods, Registered An*t*W ora Licansed Florda `AM 01'. CAmplear. Prollsommonal ErVinser PWud rLIt Produce! A -and Tor USA hoortared far Una brIlud Onkr _V0 hori Qualky Assuan n cc Aiulom-012ri Aifpio-dforJ" InI Uitouc U-19 ki %oulliltAtz ft"Wit plencrt Sol IW loter (i It, H�� DLAUdis H)NZ I'letuntiani N_ A, 11"I'loduc: molwi No"1011 or Noting 1)"ttription contract latipirallion DaIR in HVW Outside, HVH? "Pi V­%v,r S1455" 1 IM­ pci 7,r�j" 1111 1, H, jqpr. 7142 1­11eded CIA. n4 It a Therm Tm Flier Cloomilic and Smooth -Enka J, I I I I, n 1 D MILO Non lrrTsoolaquoc, Opaque 12/1 No Yr, ty, rVA I I u old E tiov Fborg lam Single Door Xconfigurationo t, TheormixTru riblor.Ciasii and Smoor,.Sta, 12F31Y211122 No fo,s N. rLr4 compositor Edge Folosing low Simi;rks Dow with Sidelberi onewn(ifOubawrol XD, OX a OXO cartgurelion.) I a&**$ aquat, Non-iff"arlsoill orni 121`3V20.22 es �16mea ,ttornanos C4rinplieft Edge Doubas Door Year or Without sidefivol (I wmrv*w too* no. XX a OM ,q fgurrdvefrpo) 4 d Tho,mm.% Rber-Cromis, Arid SrPui tqtmt Noni 781li 6quo0on-Irriatool8iIi Opaque 112131I2022 No Yr. fen N4 t.tdrrsite Edge Fft(g Laam. Single Dow ,tnWWrV`()0*."% xcohflriuradcv� a Thermal. rie Fiber.0amall: and Smoori Non11110 IZOV2021 NO Y­ rise NY' :omroolr 6ghivichiii :Ariglr 1 with (Ina r9`0Wt5Wl1Q XO. OX CA OXO Norri 66.039:0 Opaque 1110 NfA Florida Department of Business & Professional Regulation P" I to Isloride Departnufrit of Business d Proffsessionooli Regulation Corriocal4e, Fog& Fiberglass Single Door ii jr; Codes and StantiArd's 11v IN1 Blilding Codes and Stairiebords. X cordiguilarteDn) T intrinAo-7m Fitmar-Comman and SnvW $W, ;�,or I iti 0603U Opaque 124112= No Y9. zw ProductAppiroval ApplicAtion Detall ProduCtApproVal Apipficalion Detail Co,,i h ­ tr E 3!o c F,tvrql it, n y is Door ell .4d.lkeito I,eII"i`O0,.nq, A0, OX,:x 0X0 -to,ral,... Ir Nin,nnirell 64501 &quotNor-impooltisquot, Opaque 12131r2o22 W foo, No NrAl -,ni,rmlitilon Edge Fliberillsout DOUWA OW 6-Ah of k1a. P"i W Cal. Pandora 1� kcr�lli Ievmrwoeufti XX or DYXD Voinmeal ;=mrs, & L­I, S, Valicirded y1bre frjillituoull Ap"Imad Viersion ittio3fti coodate, C�Agliier. & LyMr l,rum litoll 0, V,40,li 5.1n "it"I 19, A—," Ak­ Therninsi FowClowevocand V4,­"1Lj III It 4� I sollW 11, 11 1 Irr I I I W yes No NfA AMrAw" VN PGT tmou— Orn, Rogow* li *Doodm, 1110 C ER "a- (i LICCU, 11 Mn"�) I I nym.N) 1101r.1ox Avrin­l Re.- IM(I W, l­ . , It 1) 1 R are.", L.I, R I-. PF at-. K Unto. PC IGURIX20 i"finom 114AWLG20 12M." CM npprold EdgVF,b&­gr.­',I,iitill ,, croagmey. Yt,_ (N I) 4a"109 0165 W 259.1 Coagrely W14A.- Illi PE ;_'M 4 (Instangro"boolingL X "' sumostg.r. Fri IFMW&kl*Dgcr4i"@@ a W.11i nornw,g ­o -,ri, 'I ri TMAnrma-Tm Fibs, Classic arld Smooth. Rpr Nonmetal B&AM,8 &quot Non I rilipAIR. rl1.rCg I;I 12/31r2NT I Yes No NFA coreirommi Mahod: Co"i More or uAtIng one Cprlplpnw "$moot EIrtlu oun R."I V'Ir Gamposdoot Edge Fibierdliesn ;;Ling k, Lk,:, vAin, FIRAII. RejOsi Ar,+4,W ­ I ---I M­,n, Sioeiria(ar (Asinllnvr­oi KU I- A w 01,, fL#243-M RddxtaPInim(eineorill Engine. I A T he,ma-7r,, F it­-CiAmK! . n d :,-Mh•Mir �`I,i1Igurahons I li 2 4r" Glazed 12ili :40 Yens No NfA jj ii,ad, I -I I bda'argl I It IN'. ku" Do.$ - ;I11WI rn I djil rki,tlo Door with or OAX0 lit Vsked NotiL lfavek on 1, U, M" 51.`0 L­p V­l,, I.P. I Redd Drorcovivin ci, owl ZMA'.1 I li n"d Ikii,ulk,u 041W/20Z k 1,0 Otknk INH looroblent pe"eling ACKO"Joijill maw jWi '00L;lulaflomill 1­­ UL,,1sL._1!Lj11UL4,LL1A,1!1m 2tookeet alleedrielkint re"AIRD ''Wn.41 13,Wna 4V�l 12 L Theirini Falser-Oassic and Smooth -star N,-Mojjl Glazed 126112012 No Yes Ii NIA humevir Numon I 21aIrW4 N. Yee Cv,,keiwin EJoeFilut:egAu,& Sti,V 0 Door 13 en Ttani Fban,-Cj-c end Smooth,]., 4,k­­l 121,31111 No Y.. No NfA I l' dgp I beellass. 10 r)xrarrh $401110(s) CX+x OXO omptiguW9ons) 14 h Tlnem Tru F[ber-CWA$ic And Snide" .3bor Nominal SS039c gquothon to,pact9q,toll C-Wed 12MV2022 Nd. Yes No NfA C.011poeft Edge Fihergirasc SlIq le Li,:il (IrMo4ngIours,V41i x MrIllounoDr; I, Tneirria Tru to,le.-Clostal and Sm.,uti-ilar Nomnad 89039:0 LquotNo'r-pect&quot Glued 12MI/2U7L NO Yes No NfA Cornposirie Edge Fbeirglafint, Song Mr Elm, Ali todellini tins xigicuirmateng, YQ, OXorr OXO Florida Departroarr of Business & Piofossiona. Regulator, piep I ,f' I 1­!j.) Npoft,terill Of Business & Professional Regulation �q p Thwernil Fltw.Ckmc And Sinvoolti-Star Nurreal &&911l 08,;,x, Inn1,r1at8qui Glazed 12J3Ir21W NO ibs Lao NPA Bald ,j CD&,s and Sta rildowds ig Cnlns ard Slrveidri rrl11 Composite Edge Fibi 1-ii it k, I", with nr vW Kxi Sidiffilles, DoesommiWOutollang, )o( or OXX0 Product ippioval All allon DOM Product Approval Applit JU(xl Detail Configurations) 17 q TheerI Fibs -Classic and SnVoth Star ii'lenoral rANIO 8 9quat'hori'ling"Cifeelual; Opaque 123II112022 NO Yes No N(A Connw Alt,, 17di rltnerp�,." Single Door oolth lel W, Z-110 Transom (InawngrOulswi.9, =,x,tqulat�) tEl r Therniam Tid Fii C Witter arld PAInoi Star Nornead 84011 gquotNoml mpodt&qw. Olpat4unt N, I� 'Ir We Plot Vigipw-Airy QW0, 2me. DIN. 0­ Peltdria RIO it Edge Fiberglass Smil Doc, Wth Vanaun cool Lx =LA_JXmLL%r lall YAII 5�.[Adttd F 5C Anne" A,,,,d staff, 111:1211, V..." a.,."ALAM Varga, fiftliej &t"Irmill iteli2. end 1`14,st,en (InamornWOOulmooling; OML Gei or Orel corAgomMa" •"todUa0l, V.,I Ire,- tor, 14nos%) ovowali ding FBC A.V, `,AWUon 215W All". IJIek Thompl- Lrunt, F seetieem, PC. Ryan) e, ii. r, C. 78 a Thermai F berCli And Smooth-Stat Nomi 6911139,11 ftqixt ?4. n-faVOCAquat Opaque 12MirtM No I I,VA C­j.y Was. :90911 f[45-le159 PC W clefir l P.­) W.k. W,0= 2M PE-43409 (6131 ?V 8555 Composite Edge ritanglaram Singer Door with SIACW-Wrly: 111AP9 Orel d1eiriAIIiiiiiii subcalowirry. Sol%, SkIW1A(s) (1—mgOillowaing XC, rIA . OXI-) C'nTflam's "1,0& EraWsllm Repar, over a C-011ar mmhm! EYWuamno coresluous WA Sm 11.10. Required me 11.0 or a Lilonsold Fe.0% Flddo 11,70vordAmli er 0 Ll­ led F1.60, I'D t Tlrolrnro�TM F1 bar-C42ii And 9V06V% 4ar il, xv2 fit Yet, No WYA ci.re ww &,goneser IoPelism.4c-0 ElIgmew Camomile, Gol Filmorgim S %a DOW wile Adelitol , OX or OXO f LOM 319124119 Anxi Conv000s Hoomol and $A cordiou,aft aR &ONAC120W MAW,� Rinela -I V ThemniiiTru Fiber-CWmose And Smoi Star "ll Glazed 1 Y3112,00 No YeaNIA ilitq- lor.04al In Ini qV1,,W if"I 1414*114 A A. ons Product 116-1941- A �pl, or w, II", `V1!rT Itili C:OInlr,rmte Edge 1`40111 law S"$ 0= willith somitai xc,, nx or oxo ­ i,,g112nint,23 Yes Y­ w, 4lq.0:,Ti9iqU0l! A-11P Will or $did Vl Sol 1,111 TMD l', connuous HW WA -41 coorgorsim") H-dlr%.k LAP Sd,n, 'i "leo Millm Yes Y_ it ?,A Ii, UfuctAillot T41I.Quoll 60014 VWl W solid ~ Sam $VW12023 Ix 22 12?31f= No I: &mat,(kenbrier Vintoge lo"OPMU Sollk Vert. or $l Vn,/, PWIA 11MUM3 W ye" W r;o,m po,* to Edge, F. otl W Y nes Singe Dose with 4 5 ouiudt:caioquot son "n, or "no Veit!''" 12f IOM3 No Y.. eln X0,0-Ali . 44.4:chmrl. Oiikagwoi. Corti Went. 1i 'Wev Will t=1=3 1W Y.. N. i;oetinuout , -oolej and Sell WringurablEW07 f 4queI.Sui SPosrQ..t scrw� V.,,, . fd V" SMV tWI*0111 No, lro� W 2 w Thernmet-Tto Fiber Clot andNutinkiniel U#Uk a &,quaCNorninnignomquot, Opaque i 2t) 1 r2W2 No Yes 1::.:Lido I- I"Nm Door Parob All Varmood ilhi. Mix XXXX 24 x Thmrmrw,•Tru Forr-Classic And $, Ah Sat N,Im inial 88",D 9quimtNimefirepeoguilquot: Opaque, 112.004= No yo, fk, NIA LA,, lyoate Edge Fi,imiqlass Owl Penske wills Veroad (ltittoorWDulawng XX )=wX)00( 25 y I'Mornmil F bet LWssoo6n0Ennobth.$ar IMV2022 No "Ift Nkit WA composite Edge Veribed artmolwal, (InswMV)udroong KX X0 W K*(X Florida Departmert of Business 6 Protlesonx Regulator, Florida of Busiodess & 120olitsional Roguli imoodgurai,ons) Budd. ig Codi a rKJ Sri -KW lf, z "rhardrom-Tru Fbim-Clidi and Smooliff-Soi No Ye, al, 7mrosibe Edge Fiberrighil OW, Panels will Vanittsel Sn,fllri OntiMng)OLftwhg; XA XXXor XXXX Product .`,pprovall Application Detail Product Approval Apiplicalion Detail J, 7 za Themnimmi Fiber-Olassirrand Nom­i 0i V%qolo(Nor, Irripimplilliquoti Glazed 1213 1 =1 N" yes. Nis I 11A Gomp"Ic Edge li rg It firvg c floor, .4, t, 'Al P 5M, tof(s) OnswrogtOutiniono,OXO 'i ]i wr� Elm. Perri D-A, Emity ot DAP Wig Vale pti?MV no 25 zo Thim ma,T,, Foon.Q.AW and Smodin-Star J"aw,a) NomelIti 68#39. 6 UIL" P4011-;RVWMqLPM Glazed 12131r2W2 I" NIA Y-- CLwtad in A Lk-, Ildifidefied 91, L'Al, III'TA haryni Version ku,O,tu- cola but Gramm, a ILI-.& VAN ci W VAWNAW Yb.41,13 �4VAirlrxtqyA "go" composite Edge Fiberglass DIAMIN Door erth TAJAKO Willing 1`100WIrLs LLC Ii 644f, Rat It ell-_ JohmW.KrAzrA,:h,PC 10OV"4 0 V` '44­1 Ro,00rI MID L V Itailmill,", too ell 7bor,pluttl ArjiileltLi A I v. ,I j"i Zoolary R Pr" slonvin FA Won, PE OWIVA).113 QW1912020 11191221.1020 1711"1:,a OR(V Cuurvare: Rooming 1417t 111.4 6644 Pe �bb po4)7724n4 Mirmil 0ornimany (TAIAC01 Iiiiji �!49 Wn, PF 701� "M311-8454 29 zg,. Triommi Fiber-Clooscand SavoCt-Upr oonfiguralver) riaAW I2nlfv= No �Incexijrnrp k1rr1_WAn4giAP*1. Ll­ c4degory. RocerIj StAbCwto4ory: RaIIng,krtesW"dlW proem Colepomilm, Edge F.b"Wes Single D- di, '4039.0 cwvlw,. "he* Irrsluelion ROPW li R it 01� W Slewil llr%wrttV0,".m9 X0 OX or OXO FlRodo Adigemeed ­1 ftlI .1. u-nine, FlardoeI C.Mpltwct AWN'T I i rNM W Y_ lorelf."Alfrol firep­ Rondo Assnew'd "'C'n-t cis "I F''IW` 30 rd. nri Im Fiber (.-c and Smootli conr^,-, P(i F,bwglmft DoubleDoor win PmAssaina Engineer 33,439.0 Sidoire% 11nr­,jK)uwAi 0)= Cluml,tir A3­ &pguoQAjULLL1j ARX,­,V., 1k.. holood (Ionut'li, EL*ldrL"3 Products �I 20 do Nominal 123112022 NO I,., No NrA IMA PIQU.1 li 111offte, or N_ 1Aa,,i laostarlown CantuanExallidlon0att In �Ii tkq%ki�# Series C.mpolvar Edge GlWW.1 Fitsaryufmm single, I 1AKUK1, RM4 tk, PIIA ell A Asa "'i Mon. 1, lfin a Outside Ifv)U R,wmm fl­­ 1 26 im, Ill foal Wolf, wo, V,1114 Will; Y09 Yo i WA X, OX. XO or 0 YA��,C,illju rtit4or,) TAPAXID RW Unoerat­dniNON44VOV) W.111013 N. NUA 2 TAW skItnimM40I VIN 241ilfg. Q1*ILqI2o2I5 Ito fo WA nitews'dri TAWr) �lff ROV, Fred Van, M. ii, Ile spa. slielic loot vet,uftlior with rdrnlrraied t,,ri* Yell Yen t 1,1A TA" r, "o,,j wKX;. i otm sm, ter rib 'Alt, 1h 1,1111'yeti NIA Wls r.c ido Departneed, of Business S Professional Regulation I It I Florida Depailintant Of Baslornog; Profisaisloral Rogtil2dolnse Florida Department or Business and Professional Regulation BLOW: ig Codes and Standards Houi IdiN God" en) SIanLlaaGla or Building Codes and Standards 31512022 Product Appiv-�jl Applic-alkni Delail l PT oduct Approval ApplicaDetail Product Approval Application Detail cry(IV Is= XSEM WIPS LmaukLAIMM vbo=ed be "o, rue V.9UPAII]i ymawLw 6, ijorodmi li Moreover 20 dam= Oak, C90 Wrowoon Hou'.1rell.... cwtad Eremirt-&L-Pop Y.14doll,1 D. a" am V.Mdkd Subirlitelil ont, ilaloll Fac Almerofirl LUU More, FI-1110620-il 4, n, ,. V, I Ru'ie," 71 E. CA -I, IQ Ui PC I Irr�3=10 I I )04�10 ding FK AM Re'loon, nn C-1 knoring Art&— Ii WRW UnK-, L.III.11- ,:ails W.W. I in"M 11)(IMN 190s121 Q.Qqk KL=Y--Qf Dillk status CAgi 11"rg It QA2 P1701,10154 cal.9oxy AwAng LLC 12061 81W.01W otyrer Contact _qr lypS Yerli*n Manat Engineer Vallidal SubmittetJ Poijoilig Spplotii Appnoved S.W,anlori uoosnp -elt-ane. In., el S lou"n Il'ibcaloporit: atticAng Tit., Cafrnftfl�. MMkOd! PWO.Idl. Airport myna ee n. Rei 1 213,"0 r"YDLYCLASS USA MaurryAllawk License John W 101250920 102'121XD FBC 2) L, Category Roofing 5454231133OSmWpertQpoly+glass.com t `, NIen"ir'lln Knezev,ch, PE Approval Florida - Su bCatego IV: PE-59166 (951772-13724 1 -n-t I,40.mnit' Undeirlayrroanil FlAi7B24tl hie ts 1�lftftwco Carrop I Ian Ce Meth od: QuaftAvat AWRoli Ak'zft.gU bad kVW A. eFnd. -4 lustion R Nfort from aaasLaulAw Cortrad gxwmlm am. In KVQ 9sa1 NNdafl Fatm ailoop. "Plet a Florida Refii,s:li lkrk Ar"C1A it TRM,ftV*ck-A,, LA-4 Late Peclevi loeforpRiori. P,i A,, P.Av ,­i 121411 No 4, •107 IV 0 n SOMY 6W - age Shake 9 We, $0 0 h11 SO Ito] Prefl* Slwki" CA IWIM20 11111 12/31=0 rk let N/A N/A kMdwrnwdraY Altracchedto i ood Dock 99 S..WY $00 - get., Shalme &rsi $Od ShakeU11IN Arch ftd or a L censed I o Smaefry IW - ftoks. $Wv 4uri Soft SlIallor PAI In"'AH as Ili— r A 12tiviam No Nra Florida Piciffessonal 20 s­n , 10 Wokir same isii Soft shake FWIP,ol "Mit, 1, v31=0 1-x No Engineer to]. rioli I mar I.V P,olie - KAty, rV.5 I N. r., WA "M vtaiI ­ IN 10I. K.I rX F062694011 Products Quality, Aaeunrlee ARUQnfar JUfa 11:111MV2 2r%W 3-4 P,.d.d mdm, Nomiret- ., Noworma Prodom; oaman liaiiii 2anti• itrXiii tat Poressiuris I Polygess li Undelbuy"li Roofing undea"emitt UX2 I rX,22 No Yes NIA -WV 62.15 1 Folyglaff's Roof Unotilaymenti; (HIVIl ife"forions roar for us*,n FaC1121`23rJ= Yes No NfA WA HVHZ Warildbormir 2 Polyglass RoolUniaerlaymorti (nor-HVHZ) P*Qlaoi roof urgerilaymenti, Ifor Use in 1 W23r2m No Yes WA +VAI 022.3 li norli flufloodelons Fill Deparimerl f Business Professional Regiflalkin Foly0fissRoof UreoritUyinents (HVHZf =a" roof UndlibloyMerits Icr v$4 M F UQ 1,1231 Yes 140 NVA 1,06 i CDdps ariid Standards Building Codes and Stiondaids :I 2 Wolyglaia. Roof Unonellay'dentsrrvaini iZi P*glalls roOrunderlsyments.11or use n 12J212U23 No Yes WA -WAi Product A '11141 Application Detail Pr ucl Appiovat Application DiAill P.A,VlaivroaWWodaymer"f"tiseinFSC12123f2C23 Yes No hJA WA i flriedoollone 2 Poliflass; Roof Un4ifrlaynol (Fw-HVR7j Potyglj,.s,ojfJrWoo6ayrmrml for Use In 112J230023 Nri yes WIN 4Wj-62.16 Ev, _Let, Dory Nnifiret 2W 20 Doi lownerw Wit I'll trarn4�VHZ juriedictn" I- Version Manufacturer I _tact Em idler Uctraire vatfitiallets 0 ve:110i"" Futondted Fli :Approval Appnie"d Yoli mamdmfw ammim FING Altai Ammorm, Polyglass Roof Und ertat Ii (HVHZI P01,60awo roof ranodellai lint 11011' L $04, li i 2i'23rtM Yes Ado WA 1`4VA R-ax­ All ArvncIoUn SherdmI and Goo" kiiee Farl," "'I I BW roundur P E Troy Htshtoli F, F Ammonle C VVINot, to 41-1, L 1 AI 70 iw2m?o 1 IA511MV 11100fi HVHZ jorroodickonts dortewry stutters ,W , 71 �.WV1, A6549 (254) 9A7.0880 crow: (4071 $61 19V 2 PoWass Roe Underlayriments (roort HVI li lsoilygl.iins roof undell ents, for use in MW2025 No 'Yes -Ntjv-m 5 skjbc~q 15%mr, Panels SWC4AWy: Tres. Rol" riorl HVH7. iunsd,cbms. ComplLince Vettnod:' Evaluation Report trams r y11, C«npa—Ndhl Eai.w- Rtnuur( k-, A I Ancli a Liciansom Florida U­t eAeAV. Erfty OuaMvA"4xavt Approved For Uft Abooi 1. 41- gaitiftAnUMM Aisirveloaforiuse AUrowlimato,uge Impact Design 111i filtioul tame. ifurdol C,_Naryi Proollreir lawrlytio In HA Out" thy Rinitgoi 5.4 a P�Vj,,o M'do -niambeer-tor "am 6 Product Dologripbuln clArLoO."Pinmilli tot-YK4 Raw Wri -at Pressure, I ITW S=Atiome How Olnength I H &smu S) W.W cut. 12i3117V4 1 ,l Soloist stonn, P11, 24gQGAlv2oLZr,dSIzP4StI IKWI-K 12131GO22 fog Y� NIP 2 IW 8-Goafine "ongot now Pali 12ti,140III WA 'I 1W VGrAmome, Trimor Will C­1, I. FIl t2fIV20?4 MIA 4 11%, EcdifluArle on. 1A.I., 1'l�rAi put. tVIjIr1:­ Flonda Dopa,,tn•od of Business & Professional Regulation Florida Deportment of Business & Plnto,5Klnial Rittgoation 1.911 aft F loroa claps ieriont of Business 1, Proflossional Regulation 11L,lang 3rd LI'andardst BLAIc )g Codes and Standards Buildi ig Codes arld Slxida, d-. Product Approval Application Detail Pr0i Approval Affigifeation Velarl Pir,tAuct Approval Apligicaltion Detail par Penal, _;r Vill Dol poreAlK 04(t C"tith or 22U DAI e Me F"dr, Eusi l.1roLV VA40#11i Y,1UILI� 1 1,1, In "I 11ii-ApprRye, _AtZ.R_,V 7� I." Liu, Contain faqoi K u1clellat LAAali ItAidii ilkarrill'i L911-twiLuxift Voli of fortolittew U-Ae_ ot U_ YWldd,d W JWjdiin�j k9kaxt1i r5i�� A..Aroad A,- `­, - t I AI,i hCC T�'­tfl_ Sli q t 11 !: hl'iliomi V.I� tri0i 01II I K ji, li rCf -RW.Iron6.PAiLLC I., t.1i A, �r � I � 011,111 1 M 1"01 Allifirremeen 2020 `40, '%villkn4m. ki Jose smr,� ,es R Lormi Steven M. Unch. FIE 11PIV20;r, "Y"WOV illi,�I�l � '. �ICI,5 I L.L "'1­1 924-0476 (Mem 63f, V­, Creji." Pir"S"Mil, '40T.00-2:005 Cl �', I A trf?I�17-11454 UbCmfli Iline. Plot- elodriff'of-I ,e I, 005)599-44y, F". Roban B.1d,­oll Sobceui 1-Mt, C4"1*"Ndbod: E191"Ien -.1 r-1 commoll aneir mothod: P.O." from a a E-1-4ion E01, F,­d, I I,q� enell Alei A L ­iad � 1�43 P,ot­ ­t enturnmer drAWAilowmi Approved I, U., te; 'Mega cit"bir Wlfatfil I lorvalumak Dwmibdm COMM ZMAIII of", 0. AmoYW air tie.A-,,,Vd lr P.Aiz !, Use th"d' H" hVIAW 13"Isgi Doi penl'v Pillow "Weer or 111- forgdai bdee,ol.0 QM -AA ji In HWZ Qjitirk _JL,� Esx_�L" ouPtIlAtfutane Arrorover) ler Vs App, NX III IMIKI ii 1: all 9, ai 101,,dil Modityr o, moves goo. hi we .0111 trust Confirm plote, Yes NIA N't, 04W~ LVL Primettern PSL L ­1 leashor SvAlrd No PVA WA WIN WA Ill �K;t lml�ijla I lermel 0—pupt� �j elme�j EX.Inoinat EMW ft IIVIIZ CmAllao iVhl sibuil H9 1"Js4 I'll, OL A`IW dt"dh "U" "On"lli 04:4, Yes NIA N,'A Timbolst,414 LSIL L mmirtod soared Luerver i IAN?" Yt-Z W, IVA It•111MI Ul 0 11 J it un 191 1, roted Aiumin q m &Offirr Ahi h 0 Lkk,MIWM 46 id 6 UM. V leltd Aue' M ol 1, N. yet. III) Vol is law IMIA1024 Ile, NUA rVA Tj Re Bojn.i tio i, t ... .. .. ..... Yes ell W1 % t.0111 � M &Ampi WOW 4 1441; 1$ 0 li StNt-0 nu mmodw pills I `t i hsLI24 NIA N/A bowd Rim U-ii,t M12OHr aW I j W24 Yes li NIA on.ke R.- B-11 I'll: I I Hit, WA 104 Wilk la W. tents Ccn,lli XMI IZj,=4 Y44 Y,5 NIA WA TL20 W720 24 ge, tolems co ii to 0- 12f11 Tap, Y" Y., aW IUA Holorm 1' n(}ertrTI011 of slukunalni a ProqAt4s,ona, Regulation Page Building Credos and Staxbr& 15072021 11mr,idtict Approval Afloicallion DoUfl "14 Sill 2iftl PAW-Romeding sat Levelly y Y11 m1 aulmoolded FlICAuarmfel Atroarriad Atil J. ­1­1 Io 17A,­ feeneserfli AMeitan Arrl, IaHut4o Staten M Oct Ave Pit 11"n1020 1 AW-d Medea* 1' 717-17117 6454daAaew S.0caelootf. Pued com,'U". goal corleiii Well,' cr Grier; dinoteii A-ra­ Anoreelmod for Li A=".d for Lose MAUL Oda #RU�W&Z enitsurt 7`1 s 1`2 I.Wilti Y_ Florida Depaitireent of Business & PrYlossional Refg,;,a�Jor NI Fluilding Code-, and Standard-. Product Approval Appllc aitilon Detail LLZ 20A am rill„...'Utto us 00roor imiloutfor a UttI Vjlltkt Vyid*W Skgfflrnd Ailo-.-yod itaaAk I- W­11 W­LA_ Ali - r.Fk A! I IM7120 I V1 I rXIC AMIARld list pa0,,-010tl (7067 3 IS 2W, ,hslrm'!.k111g'pgnnrksCnes r. Auxuall-luMut &=iiaALjJho RIWAV VIML 1, 1, rKo CMIXI !WLA&_Ora kLUU SLWfi atwq M11111 Ak Y4, Florida 0oplatra" of 8xieo,,i S lmrclosslonaj RogulaW.i Ii I El 4 duldirog ii and Standards Product Approval Application 0"I ilrbtRSB. 2" am ,Its x-_r CELLau R& EMOtSAAMM VIMIM*d awamm I al a uA. all ftuirafnial at" li 1.1 ath li to 4let"ItAin John W. Krasavtch, RE 12,1912072 12M 7=7 111.00;2012 a2107r2o25 Approved clal,ei n x 0._6)7(Url­a4111 PL-Mi6d i254P I'M 6224 8,44.,Pn­l P'.e.0-1fringnee, Ida, ant m-gu FnAmits Qvin AtentodliI ApplivkYW91 a" Q#AW- jil M"ll of a- Itio'di laosAdii 4, evil 2611 HYH2 flarahl riermfury iler AKIW .1.1stringoo W i'. In In i -.4%j1Z F"Pi e1n1­01 *p ­I,Jft -4 tA, It,% NVA"ItA tnpnnly 1.9ill Fliordo DepoelitroPel of Wisitness; & Prrfrrs%ll Requlmjo;' 11., 1 a I EAI, ding Codes and Standaii MC21 Product Approval Application Detail 211 2M Dx�, ftrijnu QAL. Alto'- a k:­ vaubi ale V.04*04 r,eA_ 21029 1,10"40 M" poei Olve Jones jorinst. Metter PC.& T+Aor U. Vro 1-t A,27=20 0941V=10 10,047M Cd.PMY: frNin; (fi MjAao CAUCK 11 I`-W4 10,J,C.eo.nr• tle,i,i; In"WA Pen.tth. R­41.1 n"I ­ . lilar Wl'.R.1111.0i ii­io,�, I",­1 Florida Rrqleaiiro,j. ntei Professional Legones, Cil U" W*qvm Dtow ii�tu.l �Ijlv. 4, "of YLaedd.AVWLZ fluoutiolood poo­ 3 1- 1241 IN W. Ye, W WA Inc- Dhojfdar C*pdrforl at Eksxrnifi &F-Yclessional Ringulaboor Review Assist.ved ,'Ulir,, anLi,'Aail Virtual Mans Review completed a"d aplprIp. Product APIKOVAl Application Delall Ce with the 2020 „�____m_______ tar eompbly Oebra�n�i(tai�r--p-x2�Q- 910 o4f, i> r , 4i>14 pain lilikeudi GICMJ PIOWOM Nodii L',.;:. OPAWA 1119.Ir PE Jol W Kiterl Pt 11 I,, ApV­'! `1 "10 5714 "rep Ian mveh.ei 1:41voleer III.dertiroli f1­6111 plon'zollite A- ­1 for Urn ly""j., 1, .0'. 014ALI atru." A, ff�ywr 94vlaatl li K-..,l &nun ZZG.U.G. I­jlr*d 0 Warmed 31 fool Storm Pstai region" f2l31RU23 Y" rut .ten pill -1,­3r1kln0 Met) plenl. -%ne%eJI4VHZ yest NVA in M ..... *..*a. W0.11. Fa;, Mr Primiucill Approval Ajoselicatforo Detail Till P's A 0.4p rorillod V49 TAM A1M­ Aimizolnod am- Fli C. jj­1o, 1 m2a`020 A­ w 1) rdif R-ce-tv".4ynen, N w Tact. ­tV, C.Inpilaw.104h.li L,­ 1, ­,,e! FIlad.Rlnrl&era<A,,-;hit,I N . I ­ ­111.01 prat--.j Erip'neor f L.07 Ir4-11116 P194i W044 Minnow m MMM1 Lle. olix, 1 S _­ r&!',31 I.Uk U1 3,31.1do, 9V'Z. March 6, 2023 C) 0 0 ' Ch irJ W i U) CZ 0 0 = (13 0 0 CZ LL_ U) E 0 w 0" cu C) CU 0— (vW (D > (D It tart CL (D Cf) (o.) 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March 6, 2023PA 1 2 ­.Wjalalo&ll '4 > =3 EnTrMaN7 Simpson Strong -Tie 2020 FBC Approved Products Upom-ed l2r3V2020 Simpson Strong -Tie 2020 FBC Approved Products Urctotoof 12000021) Simpson Stroh Tie 2020 FBC Approved Products ==,M Simpson Strong -Tie 2020 FBC Approved Productla a) 0_ C -wiffes Facire-M links to all r8T approviiJislisted c- - 7M For tw-- frk� t� All SsTappirivall 1,0, k E ­f re .I,,;ST approvals 091 1h. n For seat fona I nia, ow. a, I nor dinig F I Tit �, 1, (s Iti o Appr t�,rj An d 0$014)6 de �ofj n I N otoe of Aca Fai *it � j I f, It i i� )A GZ Approval 6� �let T, fat,! I,) fill -06do C 01u if ry 1`4011.1 Ile At:,:11 I I A I iettarcinig t-, �'Ial wjsAlfl �1,*, I yo �1,i FLA23554t7 F L#1 0446-R6 FL#I W,6-R5 HlJS H. t1.;T',jors Face -mount har,tni,, ;-jalfahlo In vilfts, W;l -gsrorn I-TS' to 3 Cu Cliff) C/5 Product 916" and slifight- rar 9:rig tram 4-51161c, flange C) Q&LI Model. or Name Product DcItcription 1.4W Product lilhi Num bar or Nang Product Descinlot on Product Model. Number or Name Prod Description ii version 4HJL3�:. fi,aimoktfor models iia,, -gvAod, equalto or 1 Titera Stainless SlarallConcietis, & Masonry Screw(117N 65) 114" charnotel Titan eta tires ,feel masonry screw I A21. A23, A-- A54 A35. A44 Angles I ST, 0B. STH BrK;k I wb greater than 3 90 C (D 2 APA21 APA4 APAO. APll Alori7-4 APVA8 Outdoor Accents Angloil, 2 MST 12 C MST1 4, CMSTC 1 ;3 Coiled Straps 12 IUSser.­ Face Hmount her ,.-.i d,,witable, In widths iang,ng from 1.718'to 3. C) 1 0 3 APB44 AP84411, APVBW, AP8130 'litt"UM APUWR, AP131010, AF 31010R, APV344l Outdoor Accents Post Jesse 3 CS14, CS16, CS18. C520, CS22 Cooed Straps LL_ AINUAtIR, AP%,`BW APVBMR Atl4i88, APVB88R, APVBIDID, Af)`+Gltll (314 4 CSH P1 8, CSHP20 Coiled Straps 13 LGO1 'i S0S, I GU3 83SD; r,,,., unit,.nt hangers0 4 APUJT2 A. APDJT2R4, Ali 6, APWT2R-6, APVDJT2 4, ARVD, T"2R4, APVDJT2-5, (;utdour Accents Deck Joist Ties 6 CTS218 CompressionlTonstor) Strap 14 LU24 LU28, LU210 race it o'-t rialigws > Product Model, Number or Mama Product Description APVDJT2R-6 6 DSP,SSP TSP Skid to Plate be is Lur-1,67 i JC2107. i rro,."t mangersC) I SDI 011 22DUB Cutdoor Accents Connector Spew t APHH46, APHH48R APHH61 0. APHH610R Outdoor Accents Heavy Hrongsil 7 HIT HiUA, H2 5A. H3, H6, H7Z, H16 HIOS, Hl H16-2S Hurricane T as 113 LUE se lies hangers I A;stt mount hangers available it. virdths ranging from I 6110' to 4- (D 2 SD91l2,S0Qr2IZS:DI0II?.Sr)l0'2I2 Strong -Drive SD Connector Screw I; APL4, APIL8, APT4 AP701, APVL4, ALPsil APVTA, APVT8 Outdoor Accents L and T Freann-to.C�olumn Ties 6 HGT.2, Fl HGT-4 Heavy Girder Tiedowl ",,11 -nd�leighbrangiagfT.i-nl,*%10-15016' ci 0 _l m 3 SDVI 12SS, 5IM21 2SS Strang -Drive SD Connector SS Screw APLH24.APLH24R APLH26,APLH26R,APLH.2I0 APLH21OR Outdoor Accill Light Hangers 9 HS24 Hurricanes lie 17 101,1l SDS. MUUt­`, '-L!-, lil. SU5 1 .4.* mount harigiefs, 4 S0CF22<1A SDCF22512 SDCF22614 SOCF212700, SDCF22858. SDCF221014 Strong-DrAl SDCP Timber-1-F Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SD81 5, HSS2.2.SDS3 HSS,1-3-SL)S3, HS$4.SD:S3 Heavy and SIhc* Ll :ones rl;;rqor% Face -mount hanger; in wtdft rarip,,qlrori 1-9116"to 5- GO < SDCF221134. SE)CF221334, SDCF271 958 SIDCF272368 9 C812Z (,814/ Concealed Bezim I lies 11 HSI!' HSI­3 HST5 HSTA Stiavjht Straps 118" and hiliplitt.. ra,,�jng tram 6 151143' In, i fit, VZ' 5 SDCP22434, SDCP2251.1, SMP22614, SDCP227DO SLX;P22858, SDGP22912. Strang-Dirrve, SUCP Twnbefr-CPqcrcvv, 11) Lif 3Z, CJT4Z, CJT5Z. C,116Z Conrclaw Joist I i I t HTS16. HTS20. F(TS-24, WS28, HTS30. HTS30C. Heavy Twist Strap 19 MUS26 WK-626 Frisco-rrow,l, itiaroors SDCP221100, SLX;P2211134, SE)CP271400 11 M14 L)CLk Joist Tie 13 HTSQ16KTZ HTSQ20KTZ Heavy Twist Strap 20 S-L R v;. ' SLIRC , SULC sent-s ho, Skeviirit fall, inaurit hangers avaitil, i • widths ranging Irc?v 1 6 SDHR21400 SL)HR27614, SOHR31400. SL)HR31614 Strong -Drive S!)HR Combo -Head Screw 12 DS bry Wall Stop 14 LFTA Light Floor Tie Anchor 9118"t-119118 and heights rang 3.1116113-314' 7 SDS251 12 SDS25134. SDS2520C, SDS2521 2 SDS25300, 2. SDS25412 Strong -Drive SIDS Heavy-Durty, Connector Sictevit 13 FC4 FCts Fforning Clips 15 LSTA9, LSIA12 LSTA16. LSTA18, LZ IA211 LSTA24, LSTA30, LSI,ii36 Straight Straps Corroii-ifairrievemitari(SURC ` , i available l all ,io,!., SD325500 SDS251500, SDS258M 14 FWANZ Foundation Walf Ang;" i6 LST149, LSTI73 "IfalgritiStimps 2X, 3,0 AX models: only acute flarpe Is concealed 8 SDS251129S, SDS252006S, SI)S25212SS, SDS253C)OSS Sf)S25312SS Strong -Drive EDS Heavy -Duty Connector SS Screw 15 CAI GA2 Gusset Angles 17 LTIt I. TBW lw*, iro.int harl avaj:l I, ,voaths ranging hon I "!' I- to 9 SDVVF:1716 SOMPF2720,13DWF2724, SDWF2726, SDWFN30 Strong -Dire SDWF Floor -to -Floor `,cfew 18 H2A, H2.6T, HS, HI0A-2. H1!18 H14 HGAID HumcanoTilis 18 1 TS1.1 I TS16, LTSIS, LTSX I ght I N451 Strap 6' and heights ranging f,rt-it 11-11.6" 17 HCJTZ Heavy Conc#il ;off Joist Tie 19 MCI' I LWourniGirstrair Todcwn 16 HH4. HH6 Header Hangers "t) M:371`217, MST37 MSTO MSTISO, MST722 Straight Straps F1 010007-R8 19 KBSIZ Knee -Brats Stabilizer 21 MSTA9, li MSTA15 III IfASTA21. Isil MSTA30, NISTA36 W, Straight Shops 20 L30.1.15U,1_70 LRO Angles 22 MSTC28 MISIC40 Ill MSTC46 ksforCja Straight Straps Sea tk Product Model, Nurn bar or Name Product Descrinrtlon 21 LCE4 Post Cup 23 NISTC48133, MSTC6683 Pre -Sent Straus 5-_-jj Product Itilodel. Number or Najrc Product Description ATR318, AT Rl!Z. A] R5/8 ATR3t4 1 1110jjed Ruds 22 LSX LS50, LS70, LS90 Skewrible Angles 24 MST126. MISTIM. MST148, MST160, MS1172 Straight Strap-, L4 %l tes -,ange,s fup, enje rangers available in wolrit, ranging florri 1 4VI;" to :1 A.TLJD5,ATUOB-2,AT',)09.ATUOS-2,ATUDg-I ATUD114,ATUD74.2 Aluminum Take•Up Davies 23 LSC7 Adjustable Stair SlringitI, (',mnechar 25 NITS12, IvITS16, MTS18, MTS20 MTV.4C, Mi MTS30C Mlediu m Twist Sir., r, 1,T ard iiinghts ranging from 7 1 16'to 37. 3 UP3ffi-Z 8PI/2. BPI/2.3, BP5/8-2, SP518-3, EIP314, SP3/43, BMTJD3.4 Bearrong Plates 24 LSSJ26Ll LSSJ26RZ, LSW28U LSSJ28RZ, LSSJ21OLZ LSSJ21''RZ field Adjustable Jack Hanger 26 NCA,2x10 12, NCA202-12, Nr;A;b,,, I6. NCA200-16. `4CA2xI2 15 andging tenet ltang" cp lianjo, hangers available n .4dth- ranging froni.! ;;V to 7 4 CNW318 CNWlr2 CNVV518, CNW3/4, CNYl V2, CNW314.5l8 Coupler Nuts 25 LSSR I 81 1 SSR7 1, LSSR2 37. L SSR" 5e LSSR210.2 LSSR41 0 Field Adjustable SlorearplairSkinivable Hanger 27 RCWnl;l RCVVB14 fill Bracing ,",4 And heights ranging lirom P114"t02,11". 5 CTUD55,CFUD85,CTUDW,CM75,CTUE)76,CTUD77,CTUL)67 CTUD88,(;TU097, Cotjpkng 'fake Up Device 28 Llifiil, LV>5 Tie Plates 28 RPS IS. Till RPS28 Repair Rate, .Trap Top tangle hangers s-,3 3cle mmciths rangor, *r,,- I !,'Z'to3- CTUD96, CTUC*V 27 Mi 737. NI 247, &t282. ML287 M01C7 Angles 29 RSP4 Stud to Plate Corrector and heights iarjw% Tiv- ' 114" to 24" 6 N3.144, N5, NO Heavy Hex Nuti, 26 MMHa Root I ol-Dowir 30 SRI SP2 SP4, SP6, SP8 Stud plats I ie I .1 L, Him se e rc -q "up, flange hangers zv.-idan,c in widths rarfp,.,g Iro-, 1 3/4" to 3- 7 kTU03 RTU03B. RTUD4, H IUU4H fill RTUDII, RIUD7, RIUDB Hatclieting r Ike Up, Device 29 M$61"C Hrtl;,ed Rent Connector 31 b-H4, SFIH6, SPIT18 Heavy Bud Plate Te V F08" and heights 'S ham 9,114- to 24' 8 fUU9, TLOD10 f aki Uffivice 30 NIMLIJ26, MWLU26-2, MMLU28 NAMLU28-2, MR4LU210. MIN11.01211 1. MMLIJI39, IvAl Face -Mount Hangers 3Q SS1.5, SS25z SS3, SS4.5 Stud Shoe ii,rcz, )ar,,�ors Top flange hangers ilvailao,lif in widths itan;Tnt; *Torr. 5-1/4••to 8- 9 TUW38 Take -Up Washer 31 R13C. RBCP Root Boundary Claps 33 ST9, ST12. ST18 SLr2,,5T2Sr2, ST2122, ST2115 ST2215, ST6215, ST0224, ST8728 Straight Straps 718" and 1,e-,,rils saingtril from 1 1'L 1 T7' V) URS3 308" Uplift Rost Ru, I �aajuyvri System 32 RST-3 Roof Tie -Down 34 , TB36, T1342 T848 7P T1320, TF327, I 1330 _54, T866 TWO Tension BlOgaitj 61, ­r4s hsngwi,. I np range hangers ava,iAb!" ia widths Ianqtnt., lfrvr, 4 1.119" to 7- 11Li 1,12" Uplift Rod Run TiefdownSyrte-) M RX22Z, R7C42, RTC27, RTn44 Rigid Tie Connentrim, 35 TWBIO, rVil TWE14 Wall Bracing and heights far)gir(j fion l 1-1144'90' 37' 12 URS6 5)9" Uplift Rod Run Todoviri Fy%fmT,. U, S71; STCT,OTC, HTC4 Truss C.41A 36 V­_T VP.TR, VGTL ?tar etas 11.10, Gidstor Tsedown smrl ,l, j0dis, havigsir& av4i.rAA,,j,­d1:hb ranging fl-1,3 ".14, to 8-7a, 13 U W, 3/4" Uplift Rod Run TedownSirftern, 35 TJC37. TjC57 fifis 37 Vi 00, WBI 08C, WBI 26, WBI 2(!IC� M143C 1,liall ,-tracing and heights tai,grg from 8. llf2" to 28" 36 Z2,Z4,Z44 I titefuner Clips 8 CLTV r-, ,fit Top Ittinje,winjors available in wic-th- ranging from 3-1/4" to I 1?8" and lie,yriih% ranging from I V FLM0441-R6 I'LA1031-R5 9 H_:eiitshangers Top f*rijifftollgers available IvrAuttits ranging from 1 91'F' to LLI1410447-R5 111:P and nweints ranging bon, ii'lo 30•* Product Model. Num ber or Name Product Descuritidn Sect Product M9,del. Number or Name Product Description u hf.+LS series I%;T Saudis hangers avlW`ai*+ -T^dths ranging Ilan, 1, 14" to 8709' W 1 (-,TT , - Hold dov,r Seq is Product Model, Num ber or Name Product Description I CgH2 376,5, C13H2 Vill 6? CSH2.37it9.75 Corc,latJ hangers :and heights ranging frov, IT, I : 2` to 28' 2 HDCIO14, HUG10122 Huls-1 down 1 AHEP Adiwittaule Hip -End Corvilli 2 DU. Dl DH LFTF serves hangers Face -mount (DU, DHLI) end topflunile (DHUTF) hangeliS NGLT set e- I,jnit:t I up tangs widths rsfrtgirl; frvn, 3-114" to 8- 3 HDO8, HHOO 11, l 14 Hirrkt dowij 2 DSC2R-SID31. rj,1z1n21 -SOS3, 0SC'SIR-Mcn, 0I;C4I..F(15n Drag Strut Connection; available in widths ranging from I 9L 18" to 3-9116" and he 718" and heights tw,g,q from 7-1 (?it-) 57' 4 HOU2. H0LJ4 HDU5 H11)U8. HOU 11 HDU1 4 Hold-down 3 GEKI Cable Brace Connector ranging frorng.118"to23-15116' PGI 1 V:, - es hangers Top flange h*,wilvisavaiAnle in wil v�nsq,iq from 3-11,1"Ict 7- 5 Fi HPA35 Strap -style, purlir and -, r 4 HCPI.31, HC:P2, HCP4 Hip Cornet Plato 3 FIC-4.13 63-6U- ll,UU5.25-SM HGU5 50-SLIS, HGU5.62-SDS, F101.17.00-SUS, HIGU7 4r,­ Face -mount hangers 14' and Oil ringing from 14" to " ­ 6 LSTHDO LSTHDBRJ Strap -style hold down "I HHRC2-2, HHRC42, HHRC42 2 HHRCVl 51, HHRC" HHW;5 .1t, ).o HHRC6 3713 12, Heavy ,lip to Ndge Connectors 0(3t;, I Q,1.19.0aSDS a. I -Aries nangi 'nf, lunge nangers available wwtis ranging from 2-t[76' to 3 7 MASA,MASAP Fournatrar, anrlinr stroll) HHRCW 4 K;Ub series hangers Face -mount hangers available in YAdft ranging tram 16 and heights ranging fironn 16" to M' a NPA132, MPAI" Strap -style pursin;ancho; 8 FIRCI 81, HRC22 I lip Ridge Connector J18'and heights ranging from 5 511 1` to 12-7A8". hj".37F Ir ;,5`15 vp fiargelcist havger-, j. ovable, in wethts rj­J,riV tram 3-110"to 9 PA18, PA23, PA28, PA35, PA51, PA69 SIrWs" purlin anchor 7 LRU26, LRU28. LRU210 LRU21' Rafter Hanger 11i FIFIGUS 25-SI)S, HHGU5 50-SIDS, HHG05 i-ilild G COmSDS, HHI 25-80S Face -mount hangers S-911 Warrid hek-41,tn I; jrcc .1 from 5.30' to 1? I 10 PAJIS, PAI21 PA128 PA135 Strap -style, F>urhn arictioir 6 LSU26. LSSU28 LSSU210 Light Sbprabk Eikewoulr U Hangar FIFIGUO 00 iowLY-M. i is HUTF series hartgers, Topfiani hangers ivaiiable inwidths tong ng from I-SM&1D 5- 11 STH010 STHD10RJ Strap -style hold-doliffin 9 TRE-4, TBE6 Tri Firi nhancer 6 HHIA25-? HHUS28.2,HHUS210.J 4HII54f;, HHUS48, HHUS410. HHUS-i'41:1C Face-molint hannn,a 1f2'Pr,.d!,frIgh1s ranging from 3-711 L' tic 15" Concealed ffam9e 12 STH014 STHD14RJ Slyap-style hold-down 10 TC24. TC26 TC29 Ttu%%1,lip HI'ALS11 21W10 version iHjCTF) evaillable, for all ronets having width onus In nr 11 THA29,THA2113, IHA218,THA218-2.THA222.2,IHA41,-I THA418, I_HAC4I8,THAA,-,' Adjustable Truss Hanger 7 HSUR, HSUIL, HSURC HS01. C series hangers Safi ticls-frourt rangers available in widths ranging ll­tvii:;- greater "an 2-9116". THACA29 T H A426 T HA422-2, THA426 2 -rJjii and heights ranging from ILV4" to 15-314"- Top flange hangars A-int, "in widths rar,U­t, 'ruin '-WIfil 7- 12 THAI I 81f22, THAl2 06f22, THAl2 tHA1222. THA1322, THA.1352 T HA1112.' Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSUNC , IISULC) available for -A 1/8" andheAgrili raiTqing from 5.316'• to '9` 13 THAL422. THAR422 Skenived Truss Hanger ocil 2X and 0madels, only acuto flange is cc ^esfed I?'J'PH ;e .r, hangewr> Tap }sago htancjnr+ avarknbka in widths r;+nging from 1-9116'to 7- 14 THJA28. LTHJA26, LTWA Multiple Truss Hangers 6 HTV26. HTU28, III IJ210. HTU26-2, HTl HTLI21C I Face -mount hangests 112" anti twoonts longing from 5-3/8'It) 32' iS T1HJM2-4_S:lX1r;3, 7HJM7. li IT) il TAJIU128, THJU26-W Multiple Trust Hangers 9 HU. HLIC swifes: hangers race -mount hangers available i- isil ranging from 1-9 rl rs sefilit, rangers Trip Hang- iarigi available in vsintlhranging from 1-916'tc 16 TSBR2.24 Truss, Spacer -Restraint 112" and heights rarl ff,):n 1-716" to 19-114'. Con000le SiS and heights ranging from 9-116'tc; 16' 17 VPA2, VPA25 '-P1,!. VPA35, VPA4 Variable P,101 Connectors version (HUC) avaiLithin far ;;'I modes having width aqua r, 19 jF1 hat T., 1, range hangers avaiiahle'n vAcith of 11.9116'and heiTirniii, 18 VTCR Valley Truss Clip greater thary 2-gJ1 6' fringing from 5,V,9' %, 7.1,4* 10 IJUCOI 81!11•SDS, HU00210.2-SDS t;XQ210-3.S0S HUC0310• IrIce-nnount hangers jFIA serer-, I. Top flange hat a,aiil in width of I ql!#Y and heights SDS, HUCC410 SOS, HUCO412-SIDS, HUMS 299 SOS, ALIC05,251111-SIDS, HUC0810 ranging I,r,ysft t) 13-118" SUS, HUC0612 SUS Simpson Stroh Tie 2020 F13C Approved Products Updated l2fYYA,;:0 Simpson Strong -Tie 2020 FBC Approved Products updl Simpson Strong -Tie 2020 FBC Approved Products Updated E7777-0- Simpson Strong -Tie 2020 FBC Approved Products updatedt2ryyz)21) _f clil link; to of SST QWOvW$ lhitlir tsro%, :l, �.C, . re, ckwt Ine. total SST apvto,0, Wttj t,00Tiv, fL "1Y, HERE. For dro..,t 11,,st: tc ul SST awrovels 1i beicrie I ror As.:: PnKs to el .T , 1. II.J n W aw. :L r., Fa additional information togecong I Itti:aa s katinvide Prodactslipprefol Sy-ste-n and Morn Dade Cmritv Nouce of Acreptance at additional informobo, iNsir:Il Flarda's Statewide Product Aent and Marn-Wde Col hou:, ;PGA). for k-&;ional IN4!­.'r,jj , !j" it system and Mart Noe t.mii4y Na" oi(Acceptafyce.t.': 21 L13 series hangers Fop hangs, hangers available in visid0i of 1-9116" and heights FLX1 141 R5 TT3 l:iLUV1.56­1dLBV1.81 I cp F!ango lost Hangetb I SL r_XP Adhewii:rnri:r,oi Wir concrete ranging from 6 &0" In 15 110' SfLSV3 56, SILBV! 62 SILBV4 00 SkSV4 12. SfILY4.28, S1LBV4 76 SA.BVS W1 6 Strong-i 2 (0762, ST62ASS, String-Duk 2 Wedge Anchor Mir w, 22 LI)AZ b-firres hang" Tup large hwtgers avalable in width of 1 VIV'and, rill UU Product Willel. Number or lillm Ffroluot 2UfLirMLIM 19 SILTT20 15,10 1 T2Z SFfTT1 4. HT 14, H I I tio Holdloyl sti and Types 304 ar.1 I'll %*11irkiffis slxie'i ranging from g-VI(r'to 13-1/8' 1 HHUS210-3, HHU5210.4 Joist Hat 2D SIMSTet. 134MST72 Straps 118 mil ;10qa) 7 Titan H^ THIP-H, THD-FINli TIC '.`z T 1r, ­)gM so Titan HE) FleavilL Duty j, �,.y. A�,chor fat concinis­,te. 7lns" Thora 'an n 23 LE03, LEGS, LE07 series hang" Top flange hangers available in v4dthu ranging from 3-114" to 6- 2 1­1l HRS8 HRS12 $h AV Tas 21 SD4 Sf36 Stud Mate I ars a avallsolevilifln Irl rlead,nicrfbon steletaniTipo )d111111 di N 718" and heights ranging from 9"to 3X1/7' 3 HUM210-2-SDS, HUCQ210-3-SOS, HUCQII0-SOS Hanger 22 SSP DSP, TSP Stud Plate Tim stainless slee' vi vivith countersunk li in ea eel T 24 NEC5, MLGI sores hangers Top flange hangers avai;aole in widths ranging from 5-114" to 5- 4 THGB2 THGB3, THIGBI-112, THGBH.1 THGUH4 Joist Hanger 2�4 SITC DTC Imes Clip 7 :` 16 A�Nvcses steel 7/8" and liegIsty. ranging from 9* to 32-1/7' 1 TT4GQ2_SDS3, TH003-SOS4 Ill THn042-SD33, THGQH3,SDS4 5 .1;r)S6 Joist Hanger 24 T9022 Truss Brace Diagonal 8 Titan HD Rad Couples Tl Ir;5(M4R-,) 4P�rd "iteo HO Threaded Rod f(w ri:"cr 25 MIT sense hangers Top flange hangers available in viridtivif ranging from I folle, lip 5- 6 THGfl THGW3-4, THOW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 6 Titan HU Irreadva Rod HifinVii 11, 1LLjii!51t4RH, THM71 58RH L3 1�1,1 2RH, r Ian HQ Th ofed cl Rod H r cone It 118" and heights ranging from 9-114"to 24" THE-50724RI-1,T11610212PI 26 PF, PF8, PFD6, PF()SB safron, hangers Top flange hangers available in vit of I W16' arid heights 13 Wisdissi, All CA Ai lul masonry ranging Irom 3-3,13" to 7- 1 lF FLA 14?3-M FIT91 3904-R5 27 FIR Ridge falter connector RW."I"i 29 VVP sores nargors Top flange hangers avatiablem vAdths ranging from 1-91181, Ile, IT 19 atdMj Product Model. Number or Name _Ieu X Product Model, Number or Name Product Description i FL#1623ci-Rb Tltlull�t roved Review completed and W Ediltic "I and neiplibits ranging 9-1/4" 32". 1 CETAL20 Dol Embedded Truss Anchor I CCQ!lA-3 52-SDSHOO. COMM4 62 1,11,13HUG, CCOM5.10-SOSHDG. CCT.)M3 62-SI)SG, Masonry Plot thp, 2 FGTR, FGTRHL, FGTi Ordiffir Retrofit Anchor CCTOK44 82-SDSO CCTQM5 10 SDSG, COCO N113.62-SCISIG. CCCOM462 SDSG k-" Froduct liflorlpl, Num birr 9, Name with 2300 rompliance PX 3 Hit 01, 111 SS, H 16- 2 H 16- 2S Hut ricine Tie CCCQMI� 50_SDSC_ A I X, Its iJi 1 /", Yjjr: Attl.�l bli kla" FLPIQW-R!, 4 HFTA12, HFTA16, HETA210, HFIA24 HETA40 Embedded I njim Anchor 2 ECCLQM3 VC,10 FCCLOM4.62G-li Et;CLQN!fj �v(13.0, FCCLLQmf)3 62(3-K; Magill Pier Caps 2 FT-Hf, F7-HP Epoxy Adlrsrfmt�A fox irriftercir.? 1) IIETAL12, HIETALIO, HETAI-70 F rribedded Truss Anchor E:;CLLQMlJ462G-KL ECCLLQMi-5.50Q-KT F_CCLRQMQ3.62G-K1.ECCLRQMD402C 3 S. I SET.)CPHigh Citt-u)lh Epoxy Adhesive it.i fi,%onfy $09 If Frodoct Model. Number or Name Product Desc notion 0 HG AM110. HNIQ Masonry retinorit comilectints Ill ECCLR(Jfvl(),) 50GXT 4 Strang -Flat -1 Vvilioge Anchorfoir nras.,rf, ABA" ABA44R. il ABA46R AbAO6 AGAe8R Adjustable Pull Hine " HHETA16 HHETA20 HHETA24.HHETA4D Heavy Embedded Truss Anchor 3 HGUM15 25 HOUll 50,14GUM7 00. HGIUM[7 25 HOU1,19 00 Heavy Masonry Hafsg,-i, c� Titan 2 9L,evivAricnair for Concrete 2 ASU44 ABU44R, ASU46 Abl 146R. ABU5.5 ABU5.6 AFU65. ABU68 ABUOSR, ASU88, Adjustable Post Base 8 LOT2. LGT3-SIDS2 5 LGT4-.13DS3 Girder Tordol 4 I-C'Jilil LGUI1l LGUM26-4 LGOM28-2, LOUNi LGUM28.4, LrLIM1210-2, Mailicirtiry Been Hangers I art-, -rrin �(: Heavy -Duty Screw Arch- r Tot concrete I,n ABU88R,ABU1010 ABUIOTION ABU1212.ABU1212R 9 LTA2 Lateral I iuss AVIC1101' L."UM2103. LGJJ&l I CIUMAG -GUM48. LGUM410 6 standebts Stee!ll vil 6A.,` 6'eisv. and 316 %to vii-s steel Iii 3 ABW44Z ABW4,11l ABW46Z, ABVV46RZ ABW66Z, A13NWRZ ASiffil Adjustable Post Sam 10 NETA1 2, NIIETAI 6, ME-1 Al"I, MIETA20. MET A24, ME I A40 Embedded Truss Anchor 5 11,61si I 2M 25, Ill 1Z,11 2!,, MPHA3.5677 25. MOHA3 509.25, MbHA3 56fl 125, Masonry Top Flange Beam Hangers c'] untrasunk head, 4 Al ACil ACE4, All AC45R, ACEO Pont Cap 11 WVAM2.4, NISTAN130, MSTCM40, MISllClil Strap Tie for Msaivv y IVBHA3 58/11 68 MSHA3 56)14, Ill Vill 0 NISHAil E(flrl 8 MIBHA5.60(7 25, 7 -it, T., Tian I,,)r vancrebs o, r,, arrriry Cf) 5 EC I, UC46, BC411, SCS, BC6R. BCS EC52 2/4. BC52-306 Post Cap 12 IVISM16. MITS1,420. HTSM16, HTSM20 Tong Strap lot Matofiry NSHA5.506 25, IvIgHA5.50111 25, MUIIAo. 1500 1 88 fill 50illst, Il 50r,16. it, ii m44, c, w_ cm cam, crfm Embedded Column r1,a:,sn MBFIA5_5011i1 7 C85044- SDS2, CBS046- SDS2 C 55Q66-SDS2. CBSC86 5L)S2. r_B5088-SDS2 Embodool Column Uasof 6 IVBHU3 5'Ni.26, MBHW3.58J11 25, MUI,,U3 5&11.88. MSHU3.5&14 ri 66ilfl, lldli wci y Usearn Hangers F1.9116937-ft (Z 8 CC, 5CC. 17M,! Series Dotted column caps with W1 ranging from 3.104" to 9-I/2" and FL*114WR5 Mitt IIIJ3 56118, MBHU5 601925. MBHU5 5111 25, MBHU5 _•01 1 88 MSHUS 5(V14, > W2 ranging from 3-518" to 7.1/2" fvBHU5 50f10, MBHU5 50ti 0 Stgj Frkigl Model. Numberor Name Product Description Z (D q CCO-SDS2.5, ECCQ.SDS25 Sei Scitervisind froli.min caps with WI ranging from 3-11`4" to P-liZ' and Product Model, Number or Nivne Product Description A0Ie,XI5I0184K, XQISI.71RX,416'016.4K mo-is; .:)L -aplangSCrewo VjArg frorr, 3-5/8" to 7-1 Y2'* 12 rAr( 1 CTTIZ Deck Tersicil Ile nd!i raf`)f 10 11 CPT44Z, CPTW PTN`f7 ElluBill EPB44 LPB46, EPBW Concealed Post Tie Base Post Be" 2 HD12, HD19 Bollsod IdPktvv.s FLOI 3975-R6 2 x[ Q 114 1 ;1211, XL01 14;_1 1 21A 41-24 Strong-Drivo Yl I it Mortal Self -Di Tapping Embedded 3 Hoi HU55 HD7b HD98 BtAffidl Hoiclasil 1_;crrAyv& vdh 06 Drill Pollt sail urge Difornefer i lettfitsashof Head 12 EPS4Z Embedded Pod Base 4 1474 4TTS, FITT5-314 Tension lies Sog 19 Product Model. Num bor or Name Product Description 3 Xhi * I ."S"224. XMQ1 I 4P I A,, 912-24 Stforil I-V Veriltinill-tead 13 L:;644 LCBM Embedded Column Base 6 LTI III, LTT20B, 1.71111311 Light Termicint Ties SDVM300, SE)W22338, SOW2243A S01ti SLAP/22600 SDW=000 7.rz Storing-Cirrve SLW LWR-PLY and TRUSS -PLY Sorevor. ) appiri Scrovvs,svrvi, 84- Lx4l r"Dintand Vaid,w, ;Jcatrorterr Hex 14 LPC4,Z, LPCOZ Light Post :so N_ I l4t:0-124-2,5K X114SI224. 1224. XQI 12211224 #12-24 Stro,q L�rvo X Tapping Scroll with 10 is MPBAC, MPS867 Mpailaz Platient Post Base 2 SDMI5450 SDAfC15W0 stnirl -)It.sr)WC TRUSS screw D"li Point 16 Pb44 P844R, P", PBW. PB68R Embedded Post Base FLAIII 3620l 3 SOWTI119300018, SDWH1940(1LB4 SlYNH19800DE, S17WHlDBUCUE, SErVVHI910W0fi '_,1jong-DtNoSDWH TINKER-HEX-Str&oj )l_MS1C16 XJ34SI016-5K *10 111, Strong-Dnl XU fillitti Self L1,41% Tapping Saffox witit it FBS"A, PBS46 FEL965 Embedded Post &lsp lost 4 SOVVT­127,i SDil T&JOG SI)WH2780DG. SCAW2."I DD-Ii SOWH2712ODG yllosng OtrveSDWH TINIBE R HEX HUG Screw 91 Ltill Point S, is PBV6, PBVIO Round I Base §W Product Modal. Number or Namfg, Product Descript on 5 SJVV*616212SDV.sIuu(JO, SDWS16312, SUW31 640) Strong -Drives SDWS F KAfffll Screw 19 FC44-18 PCAO.16 P`,'48Ad K,64.16, PCWle EF'r-44.16 EPCA6-15, EPC48-18, Past I M518l SB718fr24 SB1 r I" SB Anchor Suits a SDWS19800, -.L)V.SI97IZ SDYYIS22400 SOWS'725CC SE)WS22512, S0WS?2W_KD Strong -Drive Sr)'l TIMBER Screw(Intetiot Grade) (D EZIC64-16 EPM18 2 SSTBI6,SSTB'.'0 75,624 SSTB28,SSTB34,SSIB36 SS1816.t., SSTb Anchor 8clts SDWS22800. SDiAS22900, SDAS221 (W SOWS221 100, SDIfill SDINS2215010 FL0*5320-R(1 20 P-4Z PC4R7- PCBZ, PCBRZ, PCBZ, PC8RZ EPC;4Z,EFC4RZ EPCOZ.EPC8RZ EPCaZ. Post Cap SSTB28L 7 S:)hl Z 23COD3 SUVVS2240009 6DVVS225013081. SVWS226170I)B bU4VnV22800DB, Strong Drive SDWS TIMBER Screw ILdersor Grade) a_ FPC8RZ 4Olfll 00008 12al Product Model. Number or No. -rl Product Description 21 PPB44-47 PP6446Z P:)%,l flast. 8 MVV522312DBO, SDVV8225I2DBB Outdoor Accents: Sftijct,:,;d Wood Screw I'S'%1, !-43 o DSS01.11?�. �11!;,Al4h. DSHS bypass Frar-ig - " I,.] '.' it Grnnector /11 22 Retrofit RetPost Be" FL#I 3872-R4 9 SI)VM73COSS 81;'M2740OSS, SDWS2750083S, SINVS276DOSS, SDWS27KOSS, Strong0rive SDWS I i MBF R SS Screw I-( ­4�;'_, IrCFI. , f -ClA.,­,. • FG B49 5. FCB41 'i Bypass Frar, -,. .1 - rfel -Cll Connector SENVIS27101)():ttS SE)VVS27120OSS I P1,!,0,USI C IN ' -4 Isil',34H­101 5, FPrASD'Wl 1:1 r', Wi 410 16."ntxf i4 Slrorg-Drlve FF4-,','; C farming-to-CIPS St-0 a A Sectt Product Model, Num ber or Iflarno Product Description 10 SDWV1.*34(10 Strong tiara SOLE -TO -RIM Screw FFHSD34E'1 ;If., l-`HSU34BI;.I4-5K Dill Scresivis FL#10066-R5 1 CWST12 CMS714 ClivISTC16, CS14, CSIO, CS16, CS20, CS22 Colied Straus 11 STIN:" Outdoor Accents Hex -Head Washer 4 LSFC2.25 L:,rC4 n. LSFC15.25, SFC225 f7,F-4.1�., 3FC6 25 S'Dirl Fr4­.o%j ("rinector 2 HRS6 FIRSA HNS12, FHAS. FHAR, FHAl2, FHAIS FHA24 FHA30 MST126. MST136, saps SC mil (12 g a) LSSC4 25 _SS01i 25, SSC-4 25, SV 4 71� :.- C."Li 2b 25 1� 'Orl �.Iuj ;or rectom co �Sea _# 1 Product Model. Number or Name FSA Product Dirtenr3tion UST148 lisi li SIMST27, SIMS737 E1MST48 MSSC411t-Kvl Vii 25KW l I "." 1"f anr,iu,r i tiTS16,14TS20,HTS24,HTS26 H-930 WS-MIC Heavy Twist Straps FLXI5353-R3 6 RCKW3 ir?CKVYj 5, RCKIN7 1, 'ICKWS 5S liri,,o Knee Wail 2 FRFP Flat Retrofit Fouindedon Pats, 4 LSTA30, LSTA30, LST140, IC3TI73, MISTA9, MSTA12, Iiii MST• 18, Ml MSTA;4 Straps 43 mil (18 g if) 7 t`,.--P 4.i 5, Sr-845 5 Sr B?l f; -N, F,4A 5. SC 94115. 4111 V3CS47 5 Bypass Frain :,i!j ^iln,,Chp Corinedicir 3 CH46 6 C.H46 8, QH4", GFl OH410-6 C-11410-8, GHe54 GHW-B. cHwiti, CH08- Girder Hanger 5 LSTAP, LSTA12. LSIA16 LSTA1a. LSTA211, LS7A24, ST202, ST21'.-,. ST2116, ST22% Sir" 33 mil (20 g a) Sea 9 Product Model, Number or Name Pfodu(ft Dineription c Bypass Fan)!rIg Corneeltor, 8 cit-461 0 6, CH61 D-8 8 L3LISH3 15 SI PHI 25 tiii 25 Bridging Crininarfor AS 18, AS 1,8S1 AST ASI) 18 go Truss Plates i C! SC."fil 26, i47'.1,,7 Connector 4 CLU6A. GLB58, GL85C GLB50, GIJ37A, GL878, GL87C OLUZU Glulam Basting Plate 7 LTPS Lateral To Plate < AS20HS 20 go. High Strength Truss probe j WC8-25. MSX8.25. MSJC10.25 Steel ConnOULKS 5 CLBT512,GSLT612.0LST516 GSLTeie,GLDTS20,GSLT6.10 Gfularn Searing ria.., 8 LTS12 LT�IA LTS18, LTS'20 L g hir T"^t 8.1 to It is 3 AS-20 20 go Truss Plate SSB3.516 Dypil Framing Vide-ri,r; '4, -! Can noclor 8 FIGLBA, HGLBB. 1C3LBC HGLBD I 111i CIL, are 130JUing ['fat& 9 NtrA30. MSTAX ST6215, S752a4 519. sr12. ST18. ST22, MISTC28, MISTC40. MSTC52 SO aps tA mil (I a go) 4 ASHP Hinge Plate Connector 12 XLSH34 U11414. XLSH7881 4 .1 #14-14 Strong-C!,t X_:.;'l Shouldered Sel'Lifoirij, Tapping 7 PGT-2, HGT-3. 4GT-4 I Ittarvy Girder Tiedown 10 NSTC68, MSTC78, STS236 Slaps 68 mil (14 g a) Sk-favil LLJ 8 1JFPI0 SCS3 Universal Foundation Plate 11 MTS12. MITSIB, IvVTSI8 fill NITS30, MTS24C, MTS30C Medium -vi Straps 13 X:A'_',)l8,XQIBI0I6-del X0181214-3,5< X07,!1-12*74,X07861,224-1K if10A6,#1V4 9 LRFP Universal Rattail Founclaioo,Plato 12 9BI.56, SfB1ZI,51B2.06.SiBZ37, SfB2.56,SIB268,Sfl Sim 513,SIB362. V&I,05, 8164,12, S084 28, 5J84.75. 5436 50 Top Flange Joist Hangers FL#1 11730-R4 X,-A i 4SI 224, XQI 14PI 5K XQ1 1261224, X:u­rtl 4-1K. X,341310145.51IL, SI0I6.XIP!-)!f.,4K X`151214,XISI'21*1�,K V, Tapping Scfe,,-, < 13 SBA21208, SIBA2A2110 SMA212JI1 SiBA2 LY114. tstJA4.118110, Top Fange JoIsItHaingeriff Atg.9 Product Product Designation StA4,111,12, SIUA4 IfY14 I Er.14P Adhesive Ana her fix otanciete, 14 Sli Hurt loan* -lie 2 (.,UI;M-100,GDPS,GW50.GW75 QW-11U0,GTH Gas -actuated fasteners and afouembl,es is SAiW, S(HID86.S114010S S111-1010A GriDISS.&II01513 HnItictwris 1 PDPA, POPA K. POFA-MG, PDPA7, POPAT-K PINW, PWVP PINtAlp-W, PDPAtAIL. Powder -actuated fasteners threaded skids, and awwmh 16 SFIDU4, SMDL16, SIHDUW. --mill I Hold~s P)PRVv'L fill PSM-3, PSVII-K. PCLDPA. PECLDPA prTPHA3, PTRHA4 __J 17 SJCT. S4jJCT uoisl Hangers A SET-313 Adhesive Anchor for concrete a- SHEETNO, March 6, 2023 PA 1 0 �1.,lil MIAMI-BADE 131ASII-D.t.DE C'OtJNTY :-. PRODUCTCONTROL SEC TMN I las S W 26 Street F.aota M DEPARTNIF.NTOFREGVLATORYA_NDECONOIBCRESOL'RCESPUM) U-1 Flords33175-2-t74 BOARIIAND CODE ADMINISTRATIONDIV15I0% T (M)313-2590 F C766) 31`•2599 NOTICE OF ACCEPTANCE (NOA) PGT Indus cries. Inc. 1070 Technology Dtfi•e. North Venice. FL 342-4 SCOPE: This NOA is being issued undet the applicable rules and tegulatiow governing the use of coustnxtwu mauls- The documenration submitted has beer. re lets rd and accepted byMiami-Dade C'rxintyRER-Product Control Section to be used iu `Ssauii Dade County and otLvi area where allowed by the Authonty Ha•; = Auisdretnou (.Ug). T'tu NOA shall not be valid after tL•e expiration date statedbelaw The Maarmi-Dade County• Product Control Secwa (Ia Mi.uw Dade County) an&'or the .AM (ia areas, other ilia n Miami Dade County) reserve the right to have the , product or mztenai tested forquality ausutance putposes. If this product of nuteriaal fails to pesfonu in the accepted w.wrret themanafteturerwilliucurtheexpenseof,uchtestingandtheAHJmayiuttne,diatelyuvoke.modit•-:. or suspend the it:e of such product or material withal their jurisdiction. PER reserves the debt to revoke this acceptance. if it is deternrwed bvNfianu-DnJe C'atrtttyProdu:r ConavlSecttonthat this pioductotmaterial Fails to meet the requirements of the applicable building code This product is approved as descnbedhesem andhas beeu designed to comply with the Florida Building Code. including the High Velocity Hurrwane .. Zone- .DIiSC RIPTION : Series "5t70):7 r47 -VinylSliding Gda ; Door (Reinforced) rv.n.a 902 & 1.35e corners-L'Mtll. A PPROVA.L DOCI.- EN T: Drawing No. -N D-4;70.0 Rev B. titled 'Vinyl Sliding Glass Door NOA (1-\ U its 1 throueh 21 of 21. prepared by tnamMicturer, dated 10 05-15 and last rr,.'ised on 02,'01: 21. signed and sealed I) A. Lynn dinner. P-E.. bearing the Niraxui-Dade County; Product Control Re%uionstamp with the Notice of Ac c eptance number and exprra wn dare by the 1kfianv-Dade Coutirt,• Roduct Control Section N USSH E IMPACT R%m, G: L:+rge and Small Missile Impacr Resistant Limitations: 1. See table 1 ({sheet i and table 2 (sheet �) forappltcable SGD unit sues. de iza pressures. rewforceinentstypes. glass types. sill riser ?-see tables B-1 & B-2_ sheets 7-8) and anchor layout sheets requirements m 11 tluu 16. 2. Rteid White PVC. Tan cti ci -white) Rigid PV'C• andBrowa coated (Painted or ianunited)white Rig:d PVC to be labr:edperre$ere9cedNL0A srecluireui, net 3. Egress open able doors must coarlsly with aiui c l ar for height per FBC" regttu ernnetrt. as applicable. 4. Pock-etaallsuudet feparareappi-al.tobere�YeivedbyBuiMsagoffcial L.kBEI. iG: Each unit -:hall bear a perument label with themaartfaent:er%a&=orlogo. cit)•.stiileand sene: and �41-,xurg stateuvrit. "MLartu-Dade CGutiry Product C ontx,A.rlpproved". Lco,-d herein. RE ti EIVAL of dusNO A shall be conudesed after a reoee.i•al application has beenfilednd there has beenno change iu the applicable building code aegau velti• affecting the pe: fccmaoce ofthis prachrct. TERMINATION of this NOA xill occur after the expiration date or if these has beau a re dsion or change m the rnatelsal.. use. a►nd�'crr:arauufacnue Of The product or proceatr..WL -me of this NOA as an eadorsemeat ofany product, for Tale:,. ad; -vti ,ine or any other putper,es shall autonotic allytiermimte this NOA. Failure to conVIV with IUy section of this NOA shall be cause for termination and i enro ml of NO.A -IDXT RUSE--MENT: The NO.A number p iecededby the we rds ls?hami-Dade C catty. Florida. wand f* Howed by t.lr e e:;pirstiondawmaybedisplavedmad,,wfisinglrterature IfanypoitionaftheNOArsdirplay ed. thetsii shall be done in its evti etv- LN SPECiIO`►: A copy of this entire NOA shtllbe pi-midedto the user by the matinifamuer or its disuitxrtors and Shall be a•.- aJable for ituVectiou at die fob site at the tec aftt of the Budding Oi2ic al. This NOA res ises R renein NO A M20-0419.05 anti consisb of tho pace I and e,-de x:epages E- 1. E E-3. E-4. E S: E-6 as well as approval docuawnt mentioned above. The a ubautted documentation ;-a i miewed b-,- Himl L Chanda. PE. NOA *o.:1-0:0it 63 Expiration Data: apt al I4, 2026 Approval Date:Nrnrch :ia, 2021 Pag* 1 P(-..T Industries. Inc. NOIIC E OF ACCEPIANCT: EVIDENCE SUBMITTED 2. Lvidence Submitted under presions submittal A. DRAVVIN GS 1. Drawing No. MD-5570.0Rev B. titled 'VinylShdmgGlass Door NCIA(LM).. sheets 1 tluough 21 of 21. prepared by mauufactwer. dated 10.'05115 and last ret-ised on 04;2 2:20. signed and sealed by AV Lynn 4lrller, P.E. B. TESTS 1. Test reports on: 1) An Infiltration, Test. per FB(:,. T_AS 102-94 2) Uniform Static Air Pressure Test. Loadingper FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 10294 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadungper FBC. TAS 203-94 along with marked -up drawings and installation diagraut of all PGT Industries. Inc repriesentative itriits listed below and tested toquald Dowsil 791 and Dowsil 983-ilicones. prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.. FTL-7897., PGT PIR 5520 PVC Fred Window (unit 6 in proposal). dated 09,`03:14 FTL-20-2107.1. PGT SGD 780 Ahumnitmn Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT C A740 Alum Out swing C asemernt Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (tarot 9 in proposal) and FTL-20-2107.4. PGT PRr7620A Ahmliminl FLxed Windoev (unit 10 in proposal) dated 07/13120. all si¢ntd and ,sealed by Idalmis Ortega. P F. C. CALCULATION S 1. Author verification calculations and structural analysis. complying with FBC 71j Edition (2020). dated 04 22.,20, prepared by nnanufacturer. signed and sealed by Anthony Lynul tililler, F.E ?. Glazing comphes with ASTM E 1300-04. -09. -12 and -16. D. QI-ALITY ASSI-KAN C E 'Miaini-Dade Depamirnt of Regulatory and Economic Resources OMR). E. 3IATERLkL CERTIFIC ATIONS 1. Notice of Acceptance Non 0-030:5.02 issued to Kura •ai-Atmeiica. Inc. forthea "Trosifolt Ultraclear. Clear. .alnd Color PVB Class Interlarers-. expiring on 07 08:?4. 2. '.notice of Acceptance No.17-0808.02 issued to Kuraray America. Inc. for their "SeIIrI1'GLiiT (Clear and Mike) (Aiss Intelrlavel S. nphiug oil OT04i23. 3. Notice of Acceptance No. 18-1106.10 i5stted to Vision E.itrusiorL Lntited for their 'Biown Coated (Painted or Laminated) White Rigid PN'C- Exterior Extrusions for Windows .and Doors'. expiring on 02930r24. 4. '.'notice of Acceptawce l4o.19-1106,11 issued to Vision Extrusions Luluied for thew se:-nes "VB 1i100 Tau 202 :and lighter shades (Non-Mlite) Rigid Cellulai PVC Ex unior Exnusions for Windows .and Doors'-. expmug on 1` 29M. I:haq I. (hands. P.E. Product Control Uwi Supervisor NOA No :1-020f-W Exoratiou Date: April 14, !026 ApprovatDate: MArch :=..'M E -4 PGT Indusn•ies. Inc NOTM E OF AC'CEPI ANCE: EI-1DENC'E SL'B`iITTED 1. Esidence submirted under preiiou; rOA A. DRAyViNGS 1. Ai<annfacturef s die drawings and sections. (.Sribinitied wider NO.-INo.11-610 : 04) 2. Draevtng No. JID-55T0.0. titled ' Vtnvl Shdum Glass Door NOA d2k sheets I throtigh 21 of 21. prepared by m.mufacttuer dated 10�05t15. -, ith re .7si(ai A dated 04.05,17, signed and sealed by.,'s Lymu f Me- P-E. B. TESTS L Test report on 1) Uniform Static: Air Pressure Test, per FBC. TAS 202-94 2) Large Missile Impact Test per FBC. TAS -101-94 j C'y+chc Rind : 'ressure Loading per FBC_ TAS 203-94 along with tuarkrd-up drmvings and instalLtion diagram of vqd slitting glass door. prepared Fenestration Testing Lab, Inc.. T, st Report No. FTL 8717. dated 1107 15_ signed and. sealed by Idalmis Ortega- P. E. (Ies-- report revised on 02 15:16 and 02,24{16) ?. Test report on 1) air Infiltratoor, Test. per FBC. TAS 202-94 ,, . r 'x ^i f�nit 'Scat . re_ .t r. Test C:. TAS 0..94 .. L to i Art' P FB ) 3) Water Resistatce Test. ,per FBC. TAS 202-94. 4) Large Missile inipact Test per FBC: TAS 201-94 5) Cyclic Wind .;! r}&ure Loading per FBC. TAS 203-94 6) Forced Entry Nest, per FBC". TAS 202-94 along withnnrled-up drawings and installation diagram ofvinyl sliding glass door. prepared bv Fenestration Testing Lab, Inc.. T ,st Report No. FTL 8546. dated 1 L-06:15. signed and sealed by Idalm s Ortega. P. E_ (Tes report mn ised on. 01. 04 16 and 0211, 2'016) 3. Test report on 1) Air Infiltration. Test. per FBC. TAS 20 244 2) linifonn Static Air Pres vre Test. per FBC. TAS 202-94 3) Water Resista: ice Test. per FBC, TAS 202-94 4) Large Missile 1nlp2ct Test pei FBC". TAS 201-94 i Cyclic Wtnd i re34.11re Loading per FBC, TAS 203-94 di Forced Entry .-est per FBC, TAS 202-94 along withmark0ed-up drawings and inst illation diagraiii ofvinyi sliding glas'., door.. prepwek by Fenestration Testing Lab. Inc., Test Report No. FTL 854'' dated 12_(W_ l5: signed and sealed by Idaln3is Ortega. P E. (Tes- report revised on 0_1' 15 16) 4 Test report on 1) Air lafiltrat ioi . Test. per FBC. TAS 202-94 2) Untifonlr SU6 Air Pressure Test, per FBC. TAS 202-94 3)Water Resistance Test, per FBC. TAS 202-94 4) Loge MAs a Impact Test per FBC. TAS 101-94 5.) Cynic lkwd I reC.sure Loadmg,per FBC. TAS 203-94 6) Forced Entry lest: pei FBC. TAS 202-94 ,along with maiked-up drawings and installation diagram of -vinyl sliding glass door. prepared by Fenestration Testing Lab. Inc.: T -st Report No. FTL 8548. dated 12t(}4i 15. sued and sealed by ldahl�s Ortega, P. E jei: report revised oil 01 +04a16 and 0211.16). lxhaq 1. hands. P.E. Product C'owrol t.'nit super-tisor NOA No. :1-020tr.01 Expiratiou Dare: April 14.:G:6 Approval Date: March 2f. 20:1 1r -1 CGI R3ndot, sand Doorg. Inc. NOTIC E Of ACCEPT-k\ C E: EV DE Nt_ E SUBMITTED D E. _�LAIERIM, CERTIFICATIONS(continue) {. Quauex Part SuDet S'Dacer St:1r� conaplyin ,g xith ASM C518 Thermal Conducti%rity 0.8SI BTILT-in. hr.-ft--:F ASTM F 1249 R'VrTRPa%. ASTM D3985 Ox; `en --Pass; AST'M E 2190 I.G_ Durability -No Fog -Pass. (Subtr wed it rider previous XO.4 1 o.13-0469.05) 6. Qttanex Part 1j,,y1, .u^ co0mply'ui with ASTNI C'518 Tirmnal CotAnctivity 2 BTC.T-inn' hr_ ft=-=F. ASTIM F 1249 1ATU_-Pass. ASTM D 1434 argon Peen eance Pass. ASTM E 2189 I.G. Durability -No Fog. ASTM. E 46 Den' Point D nelopment -20`'F in 48 hrs. (Sabra itted under N-O.4,M& 15-0_: 0A 05), Vision Exmnsicros_ Ltd Parts con,ph-tnlg with PVC-A.A'1,LA. 303-13. Voluntary Specification for Ri2A Polvvinyl Chloride (PV ) Exterior Profiles for Vision Extrusions. Ltd.-V'EX-I by AA:XLA Fenestration E.xteiiorPro.'ile Certification Program, (.Subirtined itrider sV0.4 A'& IS- 0409.05) 8. V"n5 on Exinisrons. Ltd- Paatscon4)lying with PVC-A_ANia 303-13. r Snbzrtitled rtnder.\0.4 \o. IS-0-i09.0s1 9 PVC-AA&LA 303-13, Vr'ohtatarySpecifiicwitiou for Rigid Poly^;tnvl Chlonde (PVC) Exterior Profiles for Vision Extrusions. Ltd.-VEX-1 by A_ANLA Fenestration Exterior Profile C enification Program. 10. Notice of Acceptamce No. IS-121-14 issued to Ernergi Fenestration Solution. USA. Inc. for their 'Tan 3040 & light shade i tloti-t+hite) 11 [lire Rigid Pti'C Exterior Extrusions for Windows and Doors", expiring oa 02.04l21. 11 Notice of Acceptance No_ 18-0122.02 issued to Energy Fenestration Solution, USA. Inc. for their series .`R1l.it+e Rigid PVC Exterior Extrusions for W'indows ,arid Doors e:,;4airmg on. 02 _18 23 12 Notice of Acceptance No. 20-0203.03 issued to E11CM Fenestration Solution, USA. Inc. for their "Bronze & light shade c;p coated VV'lllte Rigid PVC Exterior Exn-usions for SV"indoss-e and Doors". eV. irislg o i 04 16"23. F. SIATEVENTS 1. Starterimnt letter of confortmicc to FBC "" Edition (2020). dated 04.2220. issued by manufacturer. signed and sealed t : Anthony Lynn Miller. P.E. L Statement letter of no finaucial i:irerest and of independent. issued by manufacturer. dated 04 18r20. ,sighed and sealed by Anthony I- mn Miller. P_E 3. Prinate Labeling Agreement docinnent betweetl PGT. dated 0:130J15 and signed by all involved parties. OTHERS 1. This NO A re`-ises \OAt,17-0420.00 PN,7w:C:GI) and updates to FBC 2020 (`b Edition), expiring 04r 21 21 2. RER Test proposals 49-1155 dated (4110,20:approved by IshagI. ChRanld.a. P E. expiring 04.14,'21. l;ha:,1l Chauda. P.E. Product CoutrolUnit Sup*r,i or NOA No. 21-020�.03 Expiratioa Date: April 14.:026 Approval Date: hd:treh 3g, 2021. E -r PGT Industries. Inc. NOTIr'_ E OF ACCEPTANC E: EV-iIDENCE SUBMITTED B. TESTS (couriuued) 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 -') Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test perFBC, TAS 201-94 5) C«clic Rind Pre -sure Loadnngper FBC. TAS 203-94 6) Forced ElliryTesl. per Flit TAS 202-94 along with narked -up drawings and installation diagram ofi7myl sliding glass door. prep by Fenestratiou Testing Lab. Inc.. Test Report No. FTL 8549. dated 110615. signed .wt sealed by Idalus Ortega, P. E. (Test report revised on 12 04 1 and 02/1116) 6. T est report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Unifonii Static Air Pressure Test per FBC. TAS 20_'-94 3) R"arer Resistance lest. per FBC. TAS 202-94. 4) Large Missile I.ntpact Test per FBC. TAS 201-94 5) Cyclic Wind Pres=e Loading per FBC. TAS 203-94 along with nuirked-up drawings and installation diaq:un of vinyl sliding glass door. prep by Fenestration Testing Lab. Inc Test Report No. fT L 8552_ dated 12 64 15. signed am sealed by Idaiit> Ortega. P. E. je,t report revised on 02 15➢2016) 7 Test report on 1) Uniform Static .Air- Pressure Test: per FBC. TAS 202-94 2) Large Missile Impact Test per FBC TAS 201-94 3) C,vchc Wand Pre-�-sure Loading per FBC. TAS 203-94 along mthmarked-up dmwmgs and ink ialiation diagram of vinyl sliding glass door. prep . by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (sxnples A-1 thru A-22). d 11:19 10. signed and sealed by Jorge A. Canso. P. E. (Subrrritietl to a d er A 0-4 ,Yo.11- 010' 04) 8 Test report ou 1) Air Infiluarnon Test. per FB(. TAS 202-94 2) Unifonn Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. pet FBC. TAS 202-94. 4) Large Viissile Impact Text pet FBC. TAS 201-94 5) Cyclic Wind Pres=e Loadng per FBC. TAS 203-94 6) Forced Ewr,• Test. per FBC. fAS 202-94 along •,.vithntasked-up drawings and invalLition diagram of ,rnyl sliding glass door. prepa:' by Fenestration Testing Lab, Ira_. Test Report No FTL 6337 (sarupi6 A-1 thru A -a). dat:..! 1210610. signed and sealed b,R Jorge A. Causo. P. E. (Submitted finder NO4 N'o.11- 010' 09) C . C'A.LC I'LATIONS I- Anchor verificatiou calculations and stnxtural analysis, coual)l,,•ing with FBC-2014. prepared b-. ?GT. dated I' 0171 {and last revised on 0215: I6, iigued and sealed by .-�,ihouyLMille,, P E (Submitted tiriTier YO4No.15-1:10.01). 2. GLazu12 complies with ASTN-1300-09. r I:haq 1. Chauda. i Product C'ontrot t.'uit Superr NOA No. 21-02 - E xpiratios Dmt: April 14. 2 Approval Dana March : : - E -. PGT Industries. Inc NOTIf: E iJ .AC'C'EPT_-0( E: EVIDEN( L -A*B_ 11TTED 2, New E%ideuce '-;0witted A. DRAAM. GS, 1. Diaivin,g No_ _MD- "0.0 Rev B. titled-Virly_ 1 Shdung Glass DoorNO A (Lti1T. sheets t through 21 of 21. prepared by manufacturer. dated 16,05 15 and last m-ised on 02'101:2 t Signed and sealed by A. Lylin % idler, P.E. Note: Tlus revision consists replacement of sanr exrstuig installation screen- a ith flat head. B. TESTS 1. None. C. CAL(VLATIONS 1. None. D. QL.4`i..ITY ASSLtRAN( E 1. Mianu-Dade Depanmernt of Regulatory and Econonac Resources (RER.) 1`n . XtATEKLkL CERTIFIC ATIONS I. Notice ofAc;ceptance No.10-0305.01 issued toKw ai ay met•ica. Inc. fortheir• "Trosifolt Uln-aclear, Clear, and Color PI'B Glass Iuterlavers . expiring on 07 2. Notice of Acceptance No.17-0808.02 issued toKuraia% America. Li,c. for their "Seritr•:Glast K 4-at and White) Class Lrterl.ivers''_ expiring on 07-04 23- i Notice of Acceptance No.18-1106.10 issued to V'isicm Extrusions Linnited for their ' Bi C oared (Painted or Laminated) Wilke Rigid PVC Exterior Exn-usions for Windov, and Doors". expiring on 0930 24. 1 Notice of Acceptance'N o 18-1106.11 issued to Vision >= :inn i+ttLS Limited for tlleitserie- "VB 1000 Tan 202 and li-_7h(er shades (Non -White) Rigid C ellular PVC Extetior Exnvsions for Windows aind Doors", expiring on 12,29.21. F STATENLEN TS 1 Statenjeut letter of conforruance to FBC ,a Edition (120.0), dated 02 01 '_ 1. isstut . iiLmufacturer. signed and sealed by Anthony L,11111 Miller. RE. 2. Pnvate Labeling Agreement dated 03,0&21 between PGT Industries. Inc. annci + -i Windoee xid Doors Inc signed by Dew M. Rua - P.E.. V.P. Engineering_. on bell ; of br th companies. G OTHERS L Ms NOA rei ise, & renews N OAN 20-04.29.05 (PLA Q rCGI). expiring 044+216. 2. The c:,irrent aswci<atel PL-4 CGI file =21-0205.01. e%puing 04.E 14:26 E -6 - Ithaq L Chanda. P.E. Product Coutr01 Unit supervisor NOA No. 21-020;.03 Expiration Date: April14,20:6 Approval Da te: !lurch M 2021 PGT lndustries.'Lac. NOTION E Of AC_( EPTA NC E: EN-IDENCE SUBMIT TIE D D. Qt a.LITY ASSI-RAN (. E t khami Dade Departnreat of Regul i;on, -md Economic Resouices i R-ER). E. 1LAT E RJAL CERTIFtt_ .-MONS 1 Ne-tice of Acceptance No.15-0528,14 isated ,o Vision Extrusion Lmlited for their Wldte Rigid PVC Exterior Exn-usious foi Windows and Doors died 08 11,15. expif�g on 09:30 19 2. of Acceptance No 16-0920.08 issued zo V iston Ex-ttusion Luanted ?`Af tune 'l-E 1000 Tan 202 andlighter ,leader ('ion -Mike) Rigid P\'(' Exterior Exn-usionc for Windows and Doors'". dated 12:08 1:., txpving on 12:29:21. 3. Nouc4tofAcceptance'� , 1"528.1: issued ic)VislonEx"trustonLtunted fbrthettr "Brown t: omed (Painted or Laminated) Va►7iite Rigid PN'C Exterior Exn-usiou= for _.. Windows and Dow r .. dated 8.. ex trm •tn 0 13 1 p g on 09.014. 4. Nc>!tr:r of Acceptance 'gat+.1t5-07'12.02 issued ;o ENEERGIFeneslration Sohittons USA.. lint fair their'-TA`N 3014o ,end Lighter Shades (Non-R°hitel Rigid PVC Exte0or Ein-usioni for Windmi-, and Doors" dated W I ; 16. expnrnug on 02.`04: 21 9 ,, tl 5. Notice of Acceptance _ t. lb-t) 1 .0 t '1 t �Io t c elute 4 Issued o . L.RG Fetlestrati Solu �c u5 LS E'� oil A. Inc. fot tlttu- -'Bronze and L ighter Shades of Cap C oat -A Rigid PV(' Extenor Extrusions fro- Windows and Doc tc­dated 0915 -16. expiruiz, or, 04.16.20. n Noiee N'12.03 issued to Er�RGI Fenestration Solutions USA. Inc. f+ar their White Rigid PW Exterior Exnusiions for Windows and Doors' dated 08:1G 17. expiring on 02 '26 I S. Test report s N o(s). 10-002- 7U 2t A ). 10-06-MO52 7. per ASTME-84. ASTNID1929 and ASTMD-635. tssued by EXOV.A to Vision E.:ctnL-.ion for celhitosac ~otrlposite material. I.Subnritled ieitdPr.,VO Xo. 11-010'.04) 8 N once of Acceptance No.14-0916.11 r�sued to Kuraray America.. I n_ for theft SelltrvGlasi K lean ,i nd Mliite) I,nterlavel- expiring on OT04, 18. 9 Notice of .Acceptance:No.16-1117.01 issued toKw-ra,v .Anienca. Inc. for tileu "Trosifol F. 11maclear. C le.tr and Color PVB IutFl layers'_. expiring on 07 '08 19. F. 1ATE"ME r`* t 1t.atenrnl lette, of conformance with FBC-51kEdition 12014) an'I FBC-6tbEdition (2017). issued by nianufacturff- dated 0& 14 17. signed & sealed by L•:•mi Miller. P E. 2 �mteinlent letter of no finara,cial interest, dated 04118.-17. issued by ntiran ifacttires. signed . sealed by Lynn ?dinner, P.E. 3. Letter of lab compbatice part of the abotre test reports. 4. RER T,-.t Proposal No 17-0387. dated 05 6-17 signed by Ishaq CWW,. J:t P.E. G. OTHER 1. Notice cf Acceptance :No 15-1210.01, issued tt� ?GT Iudu.stnes, for then Series 0/2..70.. V-in1t I Slidilig 6iat„ Dc,or (Reinforced) - L.11.I ' . expiring on 04 14 '21. V Lhaq I. Chaada, P.E. Ua,-•,Juvt Control Unit Supervisor NOA No. 21-0:06.03 E zpiratiouDate- April 14.2026 '.pp: ova I Date::llarch 24. 2021 E .3 Virtual Revie ;eAedta d approve' Plans Review comp fiance with neeKl6ha PX2300 Edition lot camp by Debra An W C__,^ _ 4J >� Ql 0 O C�O 70 07 ) V) = M v� Q) -C C) O - C` O EL O C. O LL ct' CD O ct3 > rf. M `+-- M O 4- C/) <z S.� Cn Cn �� Ca f� C O 4� Cz co Cz w `t 4� z J z Q J SHEET NO. P A 1.4 March 6, 2023 > MIAMN14DE MtAMI-DADE COUNTY ram 0 a) 0_ L__ 0 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room208 Cast -Crete USA, LLC Cast -Crete USA, LLC r0t. I SAI I "1 (3) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1(786)315-2590 FI'786).315.2599 NOTICE, OF ACCEPTANCE: E'VIDEN( 1'. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'l LD NOTICE OFACCEPTANCE.- EV(DENC E SUBMI'l"TED c) C/) (3) :t-2 NOTICE OF ACCEPTANCE (NOA) www.injantidad�L. �ov/ �!.y a) () Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDEN( ' 'E SUBMITTE,l) UNDFR PREVIOUS APPROVAL # 14-0903.03 = 0 0 " — I— (D 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 C)- C 0 = Seffner, Florida 33584 1. Drawing No. FD4612. titled "'Pr, and Prestressed Lintel Details", sheet I of 1, 1 Draw ing,?Vo. 1,D4612. tilled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details " sheet I of = .0 U_ M 1 — M prepared by Craig Parrino. P. E. dated March 24, 2003 and Drmving No. L T4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 0,1,24103 and Drawing No. LT4.612. titled "Cast -Crete 4 ", 6,: & 12 % 0 0 C13 C) > SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. "Cast -Crete 4", 6"& 12" Lintel We Load Tables ", sheets I through 3 of3,preparedby Craig Parrino, P.E., dated Marc,) 24, 2003, /Usf revision #1 dated April 28,2003 both LT4612, titled "Cast -Crete 4 ", 6' d- 12 " Lintel Safe Load Tables ", sheets I Lintel Sql� Load Tables sheets I ilrough 3 q/3, last re vision dated 06112114, cill -0 E V) (D 2 2 The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by C -aig Parrino, P.F.through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E., on 08119114. C 2 M — M 4--a 2 0_ cl Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction revision dated March 11, 2008, all signed and sealed by Craig Parrino.. P.E., on B. TESTS Cn (A I IJ). B. TESTS March 22, 2012. 1. Test report on flexural testing on 4 ", 6 12 " Precusi Concrete Lintels Filled and I None This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count), Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTAI E-52 9- 94. prepared B. TESTS C. CALCULATIONS F'ix Section (In Miami Dade County) and/or the A_HJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboraiorit s, Report No. 30404A, dated 04110103, signed and 1. None. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon P-E. 1. Calcidatioms.fi)r (,.'avi-Crete Lintels, dated0811912014, pages 14.201 through 1.1.236. accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, C. CALCULATIONS 7 prepared by Craig Parrino, PE, N igned and seoh,d bli C rai� Parrino, P E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE thin acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations or Cast -Crete Lintck dated 0.5129103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Deparfmeniol Regulaiors, andkcunoinic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed b.), Cruig Parrino. 1'. E. Ay Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the I ligh Veloclts I lurrik;.mc 2. Calculations for Cast -Crete Linfcls, dated 0.5129103. 140 pages. prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, 1. E E. MATERIAL CERTIFICATIONS /one of the Florida Building Code. 1;. MATERIAL CERTIFICATIONS 1. None. DESCRIPTION: (Cast -Crete) 4" 6" & 12" Hi Strength Precast and Prestressed Concrete Lintels D. CERTIFICATION: MATERIALL None. F. OTH E R APPROVAL DOCUMENT: Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast- Crele Machine Made Precast Lintels revised on Afqy 1, F. OTHER L Cellar Iron Cetci-Crete 11SA, Inc., dated 0811912014, signed and sealed b ' v Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter fromCast-CreteCorporation, dated February 03, 201Z signed and sealed Parrino, P.E., cerI4itkir comphonce 1i ith the I-7orida BuddingCodc. 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Pai-i-ino. P. E, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014. all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bcariny, the Edition. 0. L\*I 0F'N*CE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 \,onc z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled 7,-ecasl and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24. 2003 and Drawipi.g No 1. T4612. filled 1. None, U. TESTS County logo. "Casi-Crete 4 ", 6" & 12 " Lintel,' afe Load Tables" ", sheets I through 3 oj'3, prepared 1�y 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P. E., dated March 14, 2003, last revision dated ilfarch 11, 2008. B. TFsTs C. CALCULATIONS W change in the applicable building code negatively affecting the [wrformance of this product. B. TESTS 1. None. 1, ATont, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. 1). Ql._AlXI Y ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with I BY Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. Alone. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its disinbutor", and E. MATERIAL CERTI FI CATI ONS I. None. 1. Compliance Letter with Me h7orida Building ('code. 2017 Edition, issued by Ctist- r shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete LISA. fete., dated (hN 0K, 17, vizncd &, scaled b.v Crai,5? Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, eV1dC11CC submitted pages E- 1, E-2, E-3, E-4 and J E-5 as well as approval document mentioned above. Wialar, 4wf" The submitted documentation was reviewed bN, Ifelmy A. Makar, P.E., M.S. A. P.E. M.S. Product Control Section Supervisor /-Aelmy A. Makar, P.E., M.S. F roruct Control Section Supervisor .Aielfriv A. Makar, M.S. Prodoct Control Section Supervisor MIAMI-DADE COUNTY NOA No. 20 -0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11f2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Dste: 09/11/2023 GB�Lo Jto2e Approval Date: 08/20;2020 Approval Date: 08/20/2020 Approval Date- 08/20/2020 Approval Date: 0812012020 Pagel E-2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS I. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. %4W D. QUALITY ASSURANCE 1). QUALITY ASSURANCE L By Miami -Dade County Department of Regulatoty and Fconontic Resources (RER). 1. By Miami -Dade County Departme, if of Pegulmory atid Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. Nssist, F. OTHER F. OTHER Virtual Revie ccm� IWO and approved 71h "Itioll W 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Fiorida Building Code, 2017 Edition, issued by Cast- Pons Re2W VK kil3nCe'Nith the U) Crete USA, Inc.., dated 0810&117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 081081.,7, signed & sealed by Craig Parrino, P.E. omph� Debra we (Z 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Leiter with the F1 wida Building Code, 2020 Edition, issued by Cast- p > A. DRAWINGS Crete USA, Inc., dated 06/11/.'0, signed & sealed by Craig Parrino, P. F. Co 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > 0- 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 0— LT4612. titled "Cast -Crete 4 ", 6" & 12 " Lintel Sale Load Tables" sheets 1 0 < through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, lost 4_� revision dated June 12, 2014, all signed and .sealed by Craig Parrino, P. E., on 0 January 22, 2019. =3 0 B. TESTS 0 I. None. C. CALCULATIONS 1. Alone. (3) fly D. QUALITY ASSURANCE -4 M co 1. ByMiami-DadeCnunfl, Department oJ_Regulalory and Economic Resources (RER). I E. MATERIAL CERTIFICATIONS I. None. F. OTHER 1. Article of Conversion for a name change. LU el -my A- Makar, P.E., M.S. "Z7Helmy A. Makar, P.E., M.S. 77 ty Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 0911112023 < Approval Date: 08/2012020 Approval Date: 08120/2020 _J E-4 E-5 a - SHEET NO. March 6 2023 PA 1 .5 - * - / T1 Ll ECO INC L,,, TILLIT TESTING 81 ENGINEERING COMPAiitl I 9JA_rflo_t_A WL_ij,7jF.'i1;lid 3.wm ft F�� � 1 "7 PL CA Li-%. Wft'* PRODUCT EVALUATL QNJIEPORT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY; s[I II PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Produrelts LILC, 4800 S.W it I StreI D:ivi,, Florc!I 1,.PVRPQSE OF EVALVATION: This is a Product Evaluation Report issuod ()y Waller A. Tillit, Jr., P.E. (System ID # 1006) to the Global Protection Products, ILLC, Rule Chapter No. 61 G 20-3, Method I 0 of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for i-oi7ifiliance It) accordance with this 2020 Seventh Edition of il Ili Florict6 Building Code, and to verify that ft product Is for the purpose Intenclod at least equivalent to that MqUir(A by the Code. This Product Evaluation Report shall be SUbjeCt to review and revision III cas4:.4 of a Buildlirtg Coclis change , Ic. that may Its limitations and conditions 2. EVIOENCE"WITTED: 21-PRCUUVT , -EYALUATION DOCUMENT IP,E,D,). Drawing No. 20-176. titled "20 GAGF GALVANIZED STEEL STORM PANEL", c,he,els I that 26 u*'26 prepared by Tilteco, Inc.; signed an.j ;;caled by Walter A. fillil, Jr., P, E.; dated 0712812020 This drawing is an integral part OJOS Eval,ua5on Report, g"I""40 ;Irp", ,��F� A. r/I e, 0 . ....... / ..,,� 4W. `NCPy ... X. ­h It . . - I2 ­ -5�, �� " No, 44161 I?r" - I- '* I / � *: 7nt - :* : I_ _ ' ,�JoPIDII .** X� I 'O *' .. ' 'I * " 11 I . �. .�, I I . Li - .. Cr', 111 - I 0 '14�1110, I, 1. ,'I'. III, I 053 N.W. 36th Street, Suite, 305, Miami, Florida 13166 - Mo": (305) 871-153 . . rWQVC1 FLV ALL �!IiTJQIN KPOlf I.h 0. Z94VILIU. 2 21TESTREPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniforn static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-660 dated 08ii'09/1996, #98-570 dated 09/1811996, #96-T30 dated OW2011,996, all three signed and sealed by Hector M Medina, P.E., Fenestration Testing Laboratory, Inc. reports III 2032 dated 04!1OM998 and 0 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No 0219,01-09, dated Marvh 4, 2009, signed and seated by Edrnundo Largaespada. P.E. and Henry Hettern, P,E Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 20*9, signed and sealed by Frank Grate, P-E. 2,3, $71RUCTURAL ENGINEERI N, 15 C . AL.r,VLATjQN$: -_ - . On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparaltive, analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, line, dRff%l 11103/011 and 03/1215, signed and sealed by Walter A. Tillit, Jr., P E. 3. NJOSJU IMPACT R E.316TARCE; LaIigs missile Impact under section 182a of the Florida Building Code, as per TAS 201 protocol 4. MND LOADS RESISTA . NCE: 20 Gage Ga:varrizeci Steed Storm Panel has been verified to sustair wind Pressures. Maximum panel length shall be as Indicated onsheets 8,10,14, 15. III 19. 25 and 26 of 26 of Product Evaluation Document (P.E.O.), drawing No. 20-IT6. Maximum Anchor Spacing shall be as Indicated on shoots 8, 9, 10, I I , 14, 15, 17, '18, 10, 20 25 and 20 of 26, of Product Evaluation Document IRE 0 I drawing No. 20-176. 5. 114STAIIIN; Instailation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8. 14" 16,26 and 26 of 26 (If P(Od,ji.t Evaluation Document , R E D.), drawing No. 20.1 -m - � � I I ; I _P­ . � `Nr * z . - , � NA.- _____ - jENERAL NQ=, 0 .%i III I,M 4 1 i0 I PH E LkS T 5 d MW , 04i I' 61 C 0 T l::: I 111YI IN Il , OJNi , I, : :.Ii : I . 1 i YI11: H I mi P I AN DS Of M) No ON I „* om HIS a@- fth= ���Sll*; VI IIWI�F)A'� NO&I EX LOHI,� VIIIIIIII�l IV Ffi:11 III]t WATJ yIAIMFURC KKNO SLOT PANELS I gTom W5ri=l!.0;1j91trVA_s10I Wilk", (P C [I � ­1 WICK IvLAIAI I rA r CA,FIAKI IN Al :,,I(I `�00 To fS N"I l�"I I` 1) 1`111 'I' 11 �� I WAONDAtict wit. THE IC70 ot� II ,If ?,;r 'i0movi 0I , w,I I V1 TC_rNMjiE&,IrQI c*%h,.%tLC#)C_j"V,TrI� :" t. f�14S VjN_ - -. `AAr'SN -N`CI`t*`$1 AS *AhL`rA4`1�JP4V �Pl � ' . It%,I�IE� 1W, DES wiw koAzel SKkI, Aw F1MRMNU) AS PCR 1XCTIO14 is" or ro,Z AOKAIE &"TIONED 4I ;/,: H, A,G`1CLAI FCNAf tj A.' P.IVI.III 1'1 11 .H, i�,Nlil A,q MA"ACTIAWL ON FICII ,,I,il.lit,,IIOl r"IC ,�', OCIFTWINT) TIED 01 WrMAMD V1 rw JURISCICItok wmm HIM SPIVITIEft Mi It INSAU-6) AFKI TV* I, Cfffi­a!'TY 9AL7110? 0.1j.06t JW; ASCII 1-16 AND SHOU FAIT VICIEFID THIF WAXISM (A.SG) V 4" 'V' V"Clr9 t`jo 4 I"$ 00"Il-N oaf S`LIAW -AFiI -(IKATIr ON SMW5 7 IHI 12 it, 15, 16, 10 a 70 - TITS'* I, VS' *000 Them". 05 O.STAO"fln W kt. POIN, SI Ortl A, SPECIAL, IV IN OHIO[- ID VERIT" 114E AWS,t DIDNDITIOk JLTAAHIE 01I -1W .­ZVL 9KFr44w£b KP :.'L '-'I t ', WRINNIUM TWAE)I PfcWL-TAAj)ON 04M WOOD of TAPrON AW-HOPS SHAWA 81 I S"' AND e Prik ELCO PANDJATE PIL-5 58Adl OE f1w Wf"VD 70 ASD OCSION VNI) LOAOSVY *.fI"`NI rNfu 94 CIS IN t>W.14 s'' AND PAIIIIIINAIF r*vftf 0 COIWI TOE% 01 00 (AS Tii W3074 F"Pr 5 TL1*F R414WS -FDCATEC ON SHIESTS I DOW 17. 'A -• ,P. 14 4 ;:(' IN DOM TO VEMN IWI ANCIOR$ � 1111' P f EI AS 'ESTM WERE NOT V*�N IrK'%WU, A n 0F*okSf A &JOWNIL ( � ;; `77"'J"TIM(D PEKLIA"'Oh OF LAG SCRI AKTO (K WOOD FRAME "Pir SHALL RA ' i,,�?' *i rHRII STRESS fOR TOW IOAQ$ W06 lty,�L 010 W tNEFG ANALYSIS rk,-TCWRS SPACJ.W. TO WOOD -05 8114 ENE7FRIONI IN D AS PARS 00 THE 41VORED IMPEADII INITNI"FRAXA ACCOGIDANKE TAXII N.D.S. "is (7 '; M"WM UW OF.JAWE IX LAA; SCIIEWS. INTO *WO SNALI Ift AS INDICATED A MIS *AfGWC TIOR&I PANCT'S AVEIRACY f(PI 401. I 4:11 -:I MISTANCC 05 Bar, Vfk,FWI IN ACCEPIDANCik vr7. KLCHI)N, 676 Of THE ADOW ULMITII `NX Al Wk RLWftiANE E1.Glf4EEPOOC, & TESTIA; INC REPORTS 96-51I 94-570 It " 130 AFF0 F <. 'KANA, f,E%E7,A,g.* of AMID ft,PWI ,,RAI. Of ,/A' t,,' # 1, %(:,N,,Wj TS, W _ U. n SNAII OF 1 '/2' 11. , Vol-A.400 YI!W%1RA­,I, IWSIIW tAb AK:. PrFIWS 12032 A #2126 , AS PPOi TAS-201. 103-2W AND ?AS -"I 941,Itik x71XI'6 11I AND I' WN*W;ANAW �*AIIy WTF4 00 M,X-ckl M IAU -.1 NOWAK TENT ,All Of %TA/Ti FLORIDA WtPQM 1021901 -CII AS PER IAIS 201. TAS 207 AND C , I's ?O1 -.100OARV, -3 IN CASE THAI �VUASI S',W. OR PRII cONICAM II lirtl,I 00 WOW 00ARD9 Or F&INC, ON I"( kXr,r". 2 A,L .0.144AIQ "HiltA" 'o K GOSI-TE ALICIT AND TDNAOSI (LAILEI OTHERWISE NOTEO) SEE SHM 2 .1 4MWVS SKAiI OF IONIC 0131.0c"ji) RLAC51 rkt MAIN .31100"11.0411I OI Svltli PAII ANTH(AIAC,t S*Wi TH AS MFWKWr IN 1) C 7) 41 - 1) *I ALL AILUMIN(SW SKII VETAI JSETF 47 CTO,WM 4JOLL HAVE 3105-MI4 ALLOY. (1)) Awhoft SOGA" In IWALLIM FM"MWG ALL OF 14E RECOWMFINCATWINS ANOI SPECOKAt"V5 1:9 III( AMCWIO. NANUFACEVIF" 4 ALL ',TLEL SAET METAL PAAII SKALL 0AYE SrRUCW QI 5WD_ ASTIN A­&!I:i CRAM W WINDOW, SwOO CALVANI SVEII� DE54NATION III M 5 itil INIIIER NULLED� 4 PAOI MAY ALSO K 0,1STAUED HOAK!OP"1* fOLL01111144 051A.WIDIN WAAS WOW ON 34I 3 TN1110,.*� 10 iIA'ErS 4 IHROLi 6) CROFFT 'RAP KAOI T A 0 SiJALL qOt Of LAI I, 5 ALL SCHEVW51 To Or SIAINILM ITM 304 ON 211! AM St MA' A 'CARVW�N RtSiStAW COATED CANSION STL11 AS PEP - 11 WI of THE RXVIOWAXIT 110 too. 10141ftALPOP 10 YfPI`Y 1`41I SLJI.NONLIS Of T-k SHII,0111K 0"Iff WlUrltlf 11 OIN,500115 W/ SC 0, YWIO STINI ANk. D 90 . TI S'rt!,-,o. 4 NIftrt COGIPLY W/ FLOWA NI conK SEC ION 2-11 3,3 � ArIACNCO 70 *eA** PROPER ANCPORAOE THPT Ueurru,F SHAjj r,Klw rit, orw,wZ In C­rwrTI I :W110(lb es, "1: 'A"I 0 OCKIS M I ASIM ­307 QVV%IQ?1;ITT CIA N!,L ". 4ETGI SIMALM SI W. 110, low JAGINGLAW yGDLD SIRENOW 10. EACH REGULAR STOW PAWL WITH LENGTHS OVER 4'-6 TkAtAK,P, 11 4% II r CW S11 11OH5 G. a. 9 A, It AMC ALIERNATNES IV. - .W -I'AS 11) *ALL PWI !3, 1, ,rA,,,­ ft IF LOW ON SHEETS S, 4 0 11 FIESPVMOIAW, S"A HAW k .1I MO REARLI "50-1 MARKsit; *57xwrm oWNIER OR 1TWAr, ',)O SECURE PANELS TIATT, APW-(<A8U 00400ftEINI ttji4IIti, rratars Or TtuotACAftr NARNI 1) IQ 0J51%.PV.0iW C,QII 11 NA INSTALLATION CON14WIRON IS I* SFAL�/f�M)I.IN A,L SHVIYER XWONIENI FrI Wi0C4 REMI IN CEFKEbAj0T$ r�ONIIAOT Oro , ­: *1AINCON AM -OR, -SHMANU XI_s:,�LD 01 ' I 0 OIALOEA -� ­,,i I I ,':al ­ j rHE ItAUMG TO PRI WOIK;IRAW INIPIrcm - .� :, - , - I/ . 7/6' CA,I IN At*; .On. A$ _W91URED OY DEVI PC OWN 1'­30100 ..1) )/.* SOLID ANCHO".•A. - I /.,. . TV - W . 015 IFIAIVILD my ALL PLNNI %':"I Q%I a SWIyAON M 12 STORM PANEL NMAUAWN SPALL =IMPLY WITH SPECS *tWAIFV IN T41i EAAMNG PLUS ANY SVILUM AND ZDNPK AtUmArOVS (_ ,._300. P - " "ROTI Of rHF AIRISOICTION WHIM PERWO IS APII T1 - iiiiii-10 PAMILIA"IT ff�* 0 At PANFLWATF POTS AAC"Oft, &S WANLITACkIFFED 91 LICO (O�,%1.-KrK,H PR-0,W,T% 1.1 (4) tWS PRODIFILI EVAkLUOM DOCAPI (P f C) PREPORtIP, fly I rfM ENCift" 15 GMIVC AND DOM ArIT INADWE ,NFOPM" AI (%AN I'­3,= AT,.) FLIP A W $KIM PACUECt, ­ WHERETHE SITE C01#0 VIND"S DEvADE FROM THE Plrlr . V4," Cr rAP-011111P AINCHOW151 AS 1660,Wm"I'Vio F, __', '­z,-.NIIi (I­W,o . '. I fti :W%ICT-'* Ir. 9E REV1),6410E FOR I-E SI.-iI ,,,dw*o&r me INTTAI.IATIGN III IiFT SVTTY OFF TNIS PROOLTCT A:I 100OWLIM 'IAADVIF?:l '10 :kA MC1A, WO PIDIAICD CONCRETE SHIM& HE I 3/1': 7* foR FINWLA.' iIEF 1I0,F GA91b ON "I"5 PE D. PAQVIDIX 4E. S.-NE LK" "A IXAAIC ­ � r10I ,,NDIIO)II�% .AlMill 10 111:1 rox,,NIENI 0 PAmiI atu-� 440 1 I/4- FOR cc TAP-GNp Amic"ORs CCMIRIXTICII SAM AT WIT 4 THE CWRACIL A S RESPOZ IT, A.4 CAIX-411 & VU.-O-51I AlKNORS II 10F, iWOEtmilf, .' INTO NE POLWID CONII KID titacok"l INTO W RIIS PPMCT EVALUATION EKXUWNI Witt W= CONSIOCIMM IWAI IF 41I SPLjCCO S,A", K PERWrITSO 1/4#-,?O 4IA.W44 T`�jm %ALL BE } 112" kuNC GNNAALW SPEF" SDJCW EXIST. W r"--V,- FOR 10I 7FI` V1 11UrI`Q "" MAY W HEADED 1AIREWS ON AU THINKAW SCA0111% */c Mil Ld) SITE SPV;F$C P4GA0% 50^3 1K. RIIILPARED OF A FLOMI MCISDEPIED ENGWEA OR AWCINTfl W,*LN AS.L KrOwl IH# WLI .11a WINC NIfFS (NOWDI OF RECORD (EOR) FOR IK, F`40.117f AND WHO WILL U ftc,SPI3N96I F(w rWj APOPIA USE Of 114 PSO 14MNEEP Or RECORD. AtIPIC AS A 0""TtO IEW.INEEW 113 INEr. A % ON USA THAT PRECAST STOOIL, FRII CONCRETE PAKL& I VM- *�%q I, 1 ,A 400il 0(10,04.)' SK '4W'4 (.* rw PCO FNCtIkE91, 5NWGL SL-EGF3 rg rwls LATITP THE SIFT SPECM DOAMNC,l fn* FINVEW 1XISPNIC UkLL 00 41000 ANICAORS WAU K LOW IENOGJGS+ In Ill.'., for well SfftV7VN( HE~ :,K,,, PANELS UCHCAWA 944L W AS MENTIONED 0 At) 400 IN A.- (A) 1HIS PLO SIA., W�M "41, LATE AM ORKWAL SCAL AND SiONATURF OF EkE OWESSIDIGAL 1490keeft 6r "COAC, U., 111ILT10atp -, (a) A."&..WLL�41* (; 29 1 S.,tiritft V6V6IiAT,'II.IAI1', LAE*, %��'.i I* oyA1%, 'I'- I ILLAW1 VrV11u iOCATICN AT STORM - 0/4" 4 7APCO4 ANCHORS AS GIAMUFACTINFIED 91 � I IF Ot�LD", INC I P&Hr, SwIrtfit, IN K,CONI miN $(, `III% I 2,% b �� t_*,; Tj OIA(m IGUILOW� ,�Coit (,KE LAINEL - /4* 0 . ?A* CALF -AN A&CKEWS, AS MAIMOAC110iff 66 DC04LI INC (AWN! F`­jbW III SIML SIT FtAI,tLl 1`15III (VrRY OKNO,", LAXIING TO COMPLI 0014 SECIIII 1 H39S 2 Of IW. - , /4440 X 3,4 * WXII ANCHORS. AS LWPIVULOrtim, a, At VOW SCOEYL SOLI 0 SPFCj,Ty CO P L04UA 5XI I:Oilm (NoN 0.� I No it...,.) -1 - #V*-'C 14NELAII FINAII V AND PANI T%AA 0K.COWS, AS NAH,WAa~ 911 LITO CFWTIIInItTW:�14 TW$ AAW"K, I"N" ONLY BE USED ra P"QII (WIN II P.0 "AlOININKI cGIL,F'. 1:T,jNT:rq IN A - 114- 0 OF rAI ANIC0305, AS MAhLOACIMP Ill '411-II �OINPOAI ,�� A Ife ­ . _ _M n7..!,y _ aT� _I I .111%,",/ .--- I- _ '0111;�,�. " , a 11 WWAUW I-AL"KN', ,X II W.�(WS II 01AF41NATIES AND, Of AP-CRIV NtC,i0"R ­, :,.I -'-.,,, iW . I ,L�c r, � ___ rLoRiDA suiucimr, coDiE (Nigh Velocity Nwricaritif Zo,,-' FIT _1111 . . Oi K .001 '*W* IN 1 1,14" . ., nKV �Itrc ­� 7 1 1, X I " :III (;A(;k COY4NIII STFF[ VORM 0AII I " 92) CA-N & SOLID-1111 AW4M S� BE (AMEOM 7/Ir INTO THE CONCRETIF R.0CW UNIT NO E 0. 4 7 ` IS I I ­­­­ .- ­_ __ N:;:LLAF II : = .0144 � "I STLiccc.gAit OK PFRWIMT) ,/A- #­20 scat" MO SHAil Or I 1/2- I,cvc 1 V.Oro "Lh**-,,G,I_ -_ — — GLOBAL PROTECTION PRODUCTS, LLC., "'' " fti,". AND I v1~1. ;OR WALLS wrw GO %?UCCO -_,a, , — � , W1 - ,p. � SIX OF -- ,Z- � � 1jL'fEC6,mGc 1, I .6" %,. III $100111 ____ -- , - __,W,r" �,WT Iri]TI4,I�, i. i��q,��t&Iiqu E,�W"; �. I, '13" so '�On �) 1, "o -I.::_ 111�z ��,� 1�* , :� - ­ , 1" � I.-4 $. t�"-a-, I V�V�1111.� -` " I ­i/j , ­ '.�� � `­w M.�_•m , 20-176 I I'" .I:- I - ' _­ I, -, "" - __ � " to . I _JNA . *�I :`,� !�,!�, , " - _:, ,'�,'­ '"' AgALLt�LTLQN--OL-TAUF .-.QB....RU,V,t,4R....,F.A.N..EL5-(J�l.-"( - K10 EXISTLN-!�,--- -POUREQCgN-CW-E..,.QB---CQN.CRET"IDIK-,STRUCTURES 11 (SEE mtAuNKI all I CONEK I AN<w1l 1 i $40CIL m ""Gay. 1) LKI V-�I_k ­ , � 1� I 40c:KM �EFIS 9 IW_. FI , . � I - co-cyck _1_1-1 , I I � (SEE SC-01AL 04- ­ !-. ml _L 1. - -\ i� i, I I (',(� I IKM a THIGOLGH 9) ISTIPST00; P0,011I ­­1 . !;­­:,� .1 � _11 =Mlmo I , I N , "I L!*.- L - co"074M REMAINED. I- A : , I . I - - ,�: �__i I , ,V%%. AAM � .III I \ , � � .. - rZ_ , /. . , �.. * 4 I , , �,', - - J! C."P.-i'.. '4.r- - -_ � 11 , � ji)e I �� " 1�� , �:\" ' - __ ,4 *. I ( -, �� �� , IF G�V' f! �,,� ,/I' 1. I . . 4- I 11 - - I - .T-.- 1- _; - 41�. . , .1�1 � 1 � � I WI,i. I - I I Lmvitc M�Wmro I G : : � , V r 3. ' 'L j4 . � J L' .P I ,� "foulow . I � cmsrm oouwo I : - 40, � . � I r CO -Ma . (4, CONCRETE REOLOED., . 11 : I ;1­0? ;; � I ) . 4 : " ­ � : ! � � - I � I - z I A � I : .1 ;..Xr. t I i I I I I I : A , - �I ,­_ i cow SAX, a " - I . ;=-. A 6 I I 9 I I � SW,AY aryl I I -, , ,, � � I III 1/7 oc IT 'Ir Olt I L 01 6 _i­ - W_`ISW I -I "I ; -A t;t,.;. _ � It .­ i ,I .� i � I) �, :1 I : KI SCHOWLE : ­) , -I-- .-I : "o y ,�t�_, ! , I - ,P,WC* %= — ( I � A'Aft'" V _,­. I., :,� ", .." -1 odam -I IT.- � I i I 1, � . . : ! : ! I I I , : I I I � I , , I ro%­4 - � 11� 11 I I i QLNW : I . -, 1 � I� t � � I i I 11 i R I I 0 i'll I - ; I � I I I I I I 0 � �i � I, : � I � I I I � I'll � I ,__ , ­- I I I I � ; � ; - I ; � ,1I �, 1 : il I I ..�., . . "L I " �:, �� I ! IAP"tl. i , I � I , I ; [ I : 6, 1 1 i I � I : 11 ­1 � , I I tl � =.,�, � . I I I I . . a rak,L I - 11144 t 4 I.W, Mimi a 2 I., IL' L - I *No �K j , , II 4 lb : -1 ."r uE. 4f " , ww a I I � IV= f : - , I � r,,qT,Kc Pc-, to �r o< . �=� EXI , . fir � CONICAIYE am •, WNICACIF DO I "" 1, I � : �, ky'LSTIW 00,,A�p 10 , I %4cpilr 14ilx.+ i tw� 4" 0 "L Z__11- 1 I COYmI &I I � 0� 1 ; I I CONCRETE at" � __ -, I . - 4COURM i .0 Iff at �- � 1I -- 4 - I ',, ",",'� X PEOL'OESED - I t E-E�i=-&-_ = . I t;z:;, L I " � � �, " _: I I I , IF �1- I I 1, L I - I-, __� I C ��; �, r� * 1�1J, - II. -I I I ; MEETING A. I I ,* <1 I .- " Mn - I �­ I ,4 I" , I -P_ '" . t� 1, 11,1/-'-�'_ � " I , �* 1 -4 - - j� r"O"Cli .K.IMI � i�,-=% - I I � ] .. , -1 ­­ I � CONIM11 -1. 4 : AiI 10 COWNEIr --� . I-" 1 �1_411 1 - .,O -�, -- — L .F. _,�,,*, I., I I , :111411I, .,--A.fr .j �" A_ f. Tt- (SU SO"Int Ow (W I'LNII ON - I- .1.1 I �Srt V,­" -� VE W11ME (IN L, A TtimiI 0) SMU75 0 r4oco. III ANIL 11 11 �.1 " �, �, S�Orli a ,N*iAmcN Gy I _t gem ", I I : WALLSECTION I J11IOUNIM crill two j &ffR MOMMT110 BUILD QW1 MOUNTIN �: �� - Outffliiia I SECTEN SECT1111114 4- SOADE 3A_" :,_A,_. 3/e-,. SI 3/6-11 sLlyL 3 e- I, � - - 1. ; 6 I D - LOGE DIST I ML let . 0 i I LKI` I', 1- t�_ , I . � � �Sia 5r4t 11110EIF, � to lk SMECTS a 4 ) I I I 1 11 :: I .3 32' iij I q_­1 , I 0 - ! 1 : It I,,,. . alga 0 1 � i , I �3 1 :., I ...... 1M.141", TQ.r & II G10Q"Td*,,'I' I :�'. � , " I COMPINED If, AKI Wilt V: J1,11111"ONly l � , � Lg�,�rclk A. I'p ", � . �\; . .... I ,,�, I . L ­­­...4 , IF V ... .... 'e"s" INISTAILKDON - .v# % cry " - - � -01% TISI­ ��". , .1* .. , f I — ;LORMA BUILDINC, CODE �Kyh valwIly Hurricane Z'' , 1 I'INr, If IF ' I .7 20 _GAGE GALVANIIII StItIL SIORM PANEL ml�, Ill: I Yti - 7 � a �X20 MIEV.. - , z 11 , 7' * E ---,- ,,I 1 % - TATF­r �� If- ollni2m � SKr , _.. 1`4� . I �, � � I Nj;AG ;-L-,- ­ ;,__� PROTECTION PROOUCTSF LW.j , 1, . $I. " UJUNQ uHnbfi 1`�I�1�1' - I/MME - \ �� " , � _ I ­ I. 0 ,.!.I- .,i.L " III -_ -An e � - ­Lf jiI -*,-,- ­_ . 1, _E3.00R I ...... 4 I" A 14MOKCMM C�ANV. I­1 `­` 111!r � _11Z� , I , ��� ` - . , Y/ �11 ..M A__ - _1_. (.111. ,� , , , , ,7111 720 _176 11 91no&-u L V6s!�,;Am,-;r:, '4*006r., _AWW­ .- "_', - O'. �IIIM_ ,., �-,_- -;.-I - ;... . I OM77 I - V­E VS. ` OFF , INI,0110u -7t�-�.'1'_,"'-�"--1 .LAD. & ru, .0 I Pic I I �'_. %-, � ­-_ 4- i . - ­ . - . � 7 4" __ - Ift.74 I . I -3 I � I , �__ - . � I fW,IJC1X1iIAU1AMFREMfft^0 !ia-vlzLo ? kJVATERIA4 C-HARACTERISTICS AND SPECIFICAL - � TION& Shal be strictly In accordance: with General Notes and Components indicated on s .SIIHS4( 1, 2 and 22 of 26, of Product Evaluation Document (P.E D.), drawing Nia.W(i-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, c i Product EVOIL10111I Docuincrit tRE.D.). drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE,- 7. 1. 3iall be, smelly in compliarIce with General Notes No, 1, 8 thru 14, indicated on M,eet 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, indicated on sl:oat 21 of 26 of Product Evaluatiort Document (P F. 0.), drawing No. 20.176 prepi.ired by Tilteco, Inc. and signed and seated by Waiter A Tillit, Jr„ RE 7,2. Iroduct may be installed within HIGH VIELOCITY HURRICANE ZONES as defir, .d on section 162U.2 of the Florida Building Code. 7.3 Product shall only be installed Into poured concrete, concrete block, and ww. frame structures PrW ict Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No, �4167), President (if TNII Inc, (Florida CA-0006719). "It"HoWs"', "t � ,I," �I � Tk, . // T)II 'Foot, " " lzb .1 CP . 1 - - . 9 -I' ,,o-" .. I ------N-- - 44 167 .. z .*! -, 1',,r . SIATE OF - ., - - -- -�, ­­, __ - - - It, z $110 11 ,., , , - . . - I A .%!er.�-. 40Rkw '. -# AP ..... '. 0 4' ro"OSIO ­­ * of,,,, NA-�,, IL011411o", VVAYA.. 0ITI[ FC1')briVr1th1,1I E.RFP`TftT20I6I1:AAAt PR(JIECTIONPFAOOL)CTS,LLC520GAGE. Gil YA;A1ZE05ILLLSTUftIPMXELIORWC*20.TIS9RF.P'ORT#2r�472&01 - Zc. T—IJE"CO sN\ TILLIT TESTING & PNONEIRING COMPANY WAUIRA. TILL11, 11, P L I,1111­' �1� 1, , I _ , REPORT II 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Stutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER; GloboUPY919ctliI Products. 1LC 4800 S.W. 51 Street Davie, Florida 33314 t PURPOSE OFF-VALVATION: This isa Product Evaluation Repc,ii issued by Waltei A. 71111t, Jr.. P.E. ;Sy, -,tell ID # I1106) to the Global Protection Products, LLC Rule Chapter No. 511320-3, Method ID of the Florida Department of Business and Professional Rogiflation This product is being issued an Evaluation Repoil as dest;rL90 he and has bean vorified for compliance inaccorclance with the 2020 Sov6rniti Edifv.)n (11 them Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and tevisvniri)n case of a Building Code a;hcjngLi that riv,,iy AIIII dK limitations and conditions Z EVIPENCE SVIBMITTED: 41, PRQQQCT_1EYALQAT1Q"_0_CMMNT I,P,E.DI): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tilteco, Inc., signed arid sealed bytValter A Tillit. Jr I P E,; cla!ad 07,12712020. This drawing is an iritegsogtigr�,ioiia,'s Ev;wiluation Report. "';,%W - , 144,r Iff, $, I ... ....... ,�- . I • .., -., , . , , __ i 7�� , -14167 %� .44t ­ -�--"-- '. I = r , ::--*, . , I VI *�, , � * "'Ir ', ��­ * . == - ..I. . 1 ­ � T I �rl � or .: - cii I - I 4- , ,I V . . " ,;,��b*%', -Is-11 6153 N'W 36thftret Suite 305, Minini, vlori<jil 331o()- ['twee:. (3O,;) 871 N4&b �.(JW�>NLNIS -R L _Q!ULAR & LIFPANE. - - NEL$- LS(_AIJ 1/2-t-) In i". (701k, INI 11 111 ­ I - 121 MO' LEFIXCINE WVTW) - ,T4�, 11 I I ji5o. - i-I AIG" -I - : I�16' i I j�n- f- - '10- _11%, , � � �_+., �,,. I -­ . I . f �uo- /' 7\1 c"N',I11 D", ,,'- — .�, . ., kl:Tm A. Go" L , I I � ,'; A I ." - 1/1,0A, .ol `11t� 11 c q'Nato %TETL � ­1'[ I . �,., ­111 , / U., \ �p as", OtA" bj A�b-w$�" vrwrp ,. " 2111' t.6O cAt"'I"", EDGE I . - 'r; , -j"', - In" 4 , 4[ANWu , I A,"N A-051 , "I, / ~ IN WAXII 1, / \ .o L � ", 2XIOD , 4- . Z � ,., j;oI 1, DII #_11 I , I I � , I e I 1_�RIIITAIL A. � I , 6-40 ONLY 111,41i's N, / � - CII . 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N(CAFAED IW,­,,j,,r =1 : NO 44FI 6 7 ". 11) GA"GALVANIZED STEEL STORM PANEL " � I * --1(,...____._._. � " 11f., =1j0H.A__X III *: 111 "�_ I ­1 ' ­ ­ - - ------ � �. - --- -.11. ; S I L�1_1 � "I : 11, B ! �. 0,11 I ""_�� , GLAJAL PROTECTION PRODUCTS, LLC, "'Hv"'I -� -7 . IE or 1; ',$. S 041 P or - , - ___ w1c. - . ,­ ,_ , / 11LIECO .�N S. t - I I U1WL.1Wb_.kA�L8S _RECL�KJDE .Q3 1 �". IC , III r . T�;", 'luo'HI a LNZ,:::4� G.j = I _ if � &", I NAT - SIP. - - 1: . I � HN.),I ,..I' ,,,, 1 20-176 , . E, I iigMM-J.RACI�.'�-.�',,;JACENT,,T.0 .STVCCQ/)NQ0D_HAND,0 %,;O'�" . .�sl.,,�. 5 'rillN� =,.. . ".)WI , ,_. � �"& _ .__ - o"A' '­ .1.1 NZ � �-", � . . -M,W%c . , . �AL , ,,, I, ."ITIO ,, ., !!!7.-! � _ Fit . A", 40,0 It ~.,WEj1.,I ­��A_ ­ 1. 1 4-11".] t'ROD-L&.I.XA'ALLAnqAiw"KT..N,(i,-2w2= 2.ZXF_$tT_REECHM; Large missile Import HmL.t I were pertoinir,ea under SST0 12-99 standard as per suction 16010 1..F)f 0%,.', Fl,,rid;,, Building Codo. Unrform static wads as pot Secticn 1709.81, p ; A�3TNI E-330 T*4%t reporiti, prepared by American Testing Lab of South Flofl&, ReTKO # 061 r. I),, -()I datwt 030 V02 witnessed by William R. Mehiner, P.E., 8,-iriz Nif,riI P.F. and Henry Hattern, P.E. anc Report No. 0219.01-09, date-j February ­, 2-�0, signed d Se 00 m r, 1 qiI and . Tit by Ed u do Largoospods, P.E. and Henry Hattem P E Large missile impact and cyclic loadings pot ProtiI TA$ 201 R, 203 as per socliun lfi,19.1.2 of the Florida Building Code Test Riti'_mrl pr'Prarod t,y American Testing Lab of South Florida. Report No. 11 23.01 10, dated November 23, 20% signed and sealed by,lu!to E. Gonzalez, P E. Tensile lost report No. 8CM-198 by QC Metallurgical, Inn.. dated March 13, 2000, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teal as per Q0 MolailurgiorJ Ppoort No I 0K.M-1 3 18, dated Dect;rnbur 1 2010 signed and sealed by Jerry la-,K)fano, P.L. as por ASTNI L-8- 2,3, STRUCTURAL P.N.gINEFAr4a (-,"_CVLATKM%- On 24 Gap4, GzflvarttLad Sloe; Storm Panel for maximum Panel longth vs &Agri wind load, as well wi maximum anchor spacing vs. dv!,ign wird load and pane t . length based on ratlonai and cIompaiative )analysis, and in accordance Witt) section 1604 ofthe Florida Buil6rg Code. Calculations prepared by 7iltaoo, Inc., ditod 12/1 0110 and 0$127113 (for this revision), signed and sealed by Wniter A Tillit, Jr., P.E. 3., MI6WE_IMPACT.RM_3-FANCE- Large missile Impact under section 1609.1.2 of tin; Florida 8ijilifir g Code as per SSTE) 12-99 Standard and TAS 201 4. WIND I GADS RW$TARCE.; 24 Gaige GiOvaniz-�d Steel Storm Panel has been verified to suslaln,Mnd pressures, Maximum panel length shall be as indicated on sherti, 3, 9, 101 11 12 and 17 of 18 of Product Evaluation Docurriorif (In E 0 ). drawing No. 20-176. Maximum Anchor Slacing shall two as indicated on sheets 5, ,I if). 11, 13 Oyu 16 and 18 of 18, of Pric eiuet Evaluation DoctimiI (P E.D.), drawing No. 20-175, 24 Gage Galvenizoic 31eeil Storm Panel has been verified for code coniplinni,:t 10.) ww-k as �j flun-porous Storm shutiter assembly, as per SSTD 1299 Standard. .q- , � 4 N. �, , - ?4 `­-�� lk i zl. - - - , ,�,- I se - ! t , z! __ I 11 -,_- , - - I .,%44iI57 I , - �, "�& r, * ! * � �. ,_ ­ � � I j I., IF L I.. I I -.S, " -� � . 0'1i� � I I � 15,'FG�,F1;! �!,� ;.,. _ 0,,",\" '1� " ,;,..- I 4` , wtw - tI 1, ii;V,11.11,�:Q 14I Rj.q-().RT_1� - -qu �c .Q_z4_ 7 3 5. INSTALLATION: Installation Shall Do pciformad strictly in accordance pith details indicated on kchpols I 0III a, r12 thru IS of 18, of Product Evaluation Document (F.E.D.) drawing No. 20-175. Minimum separation to glasN m)AII he, as indicated on sheets 3, 6, 13, 14, 15, 16 and IS of 18" of Produr.1 Evaluation Document (P.E.0), drawing No. 20-175. 6. MATERIAL CHARACTERISTICS AND SPE-C-IfICATIONS; Shall be Strictly Ir-;­x:(mlanI w:th General Notes MA Components indicated on shoot I and 2 of 18, of Product Evaluation Document (P E -D i, drawing No, 4-17f. Anchor specifications shall be as Indi,I on sheet I of 18, of Product EvaliI Document +P F_- 1) ) drawing No. 20-175. 7. LIMITATIONS AND,QONQMQWi.9F_V.$E, 7 1. Shall Lto strictly in compliance with General Notes. No. 1, �H; thtu 14, ind](lated on !sho�ifrl I of 18 of Product Evaluation Document (P.12,13.), drawing No 20-175 popaod by Tilitecc. Irir. and signed and sealed by Walter A. Titlill, Jr, P F. 7 2. Pr-,d,id shall riot be installed within HIGH VELOCITY HURRICANE ZONES as aisfinod on ,section 1620.2 of (1-be Florida Building Code, 7,3. Product shall only be instal;fw into poured concrete, concrete block, and vvix)d frame ctructuroi; Product EvaluAlon Report prepared by WafterA TffItt, Jr.. P.E, tFlorlda Li4cllse NEI 44167). President ofTlftero III (Fln,-ida CA-0006719), "%iI H pill,", "o"; . �0 kjk�/N _,"!It�­'­V,+q, pl*,I� \f,EN,T ,..,5P S 1 ,& .. 11%, - ' 'f - ­ � .-"�. 1. = ­_ , a �- - �.', 1 V - - 'y ,r, *:. ., fj,4A,.�­ .* - I : NIVATILL . . � 0'11ILTiI AVIIII)FIREII P L.RERCRT a:T, r`,I';P,', P.Ij� , , " z t-,.VOAOE ,, , GALVA,?,IZFCSTFFI.:�,TCRVf'NIELrDffiv(',P If 111f �RII 1,1 .,i�.(",�A,.,.,'z,��"q,��.,#,,rl,9,�,,k��,.-, "I , " , + ,z' • ,?,Y(6',dXc"tV 114, 2/4. 3/4, 4/4. 51/5, 7/'S . 110I 7%1,',W,1 , "o,"'l), 4!0. I IPi� ��,�', ­; [*/ 5w/10, f�w,,I, 10,/Il I Q�- , I 111.1 ­. QR 1L"NCQEIk sa 5C�Ouu: ON 1 i 3' ,AN, � : ­ , � rap 00100 SEE SECTIONS ON SHEICA"I'Vok"IF" 2 " WIN. 0 - 0 " _ ­1 -1 - ----------- 1d - I , , ,--I--i i. __. , =_- _D,II,l4 : .,--- _L_ ­1.1"-1 -.-. ------* --"I-- I - ., . . - ­­ - ; ! 9 . 1 1 T I I I II "' I I -.11- .- ------I W I � I .. 0� � 91ANT1.5 W/ I/40-:�O.I, 1 �.'. . U., "'NLI.11 S I, M�� I'MLT W/ 0t" 1: 3/57* ,r' � 11'c� �, � M ITU� - - - , - , - k, � � � � I AN�&INIJS IS i"A OVLqI - . I I r "U"TIC44 AS M PlA"WIAlf C, I I . I I � I (4:J) I. -F, i, 44R ', . �, �. , t,�Ir _. , - J' .� 1 /4. 2/4. �5/4 4/4. ',,/". ,/ . ,� - ,� " , 1, . I . , ­ *IyI 2W/10, .W/10, 41011/11L). L.11i,r 6/b sA"10, 6W/11 & 7W/11 -1K 1CV! �rO� , CONCNI SECr593417DULI ON 6k 2 - . .�r� .. w ,,NS oi, ­101�!"TW IN 6 1 I REQVIAR-3MIRM E&N_11zS�_&_,_A.__ELEVAT ION i ,r� ,/., W1 W . 17' -1 ., 11 - III .— ",III I - � i � I - :� ­1. �I'm - " , " , L, . 1/ , %I 0 A",I , Olt, ,,, P, I — I silo 11 - --s 2 ""'I"i, * :. . 0111% j1JL - � , . It - _:�`, 1�, . 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AL Wr" ,it" 1.1 -F IF� S TY $T02M I WAYS K -iMX0 w/ RDWR Wclf ;2 - (A, X-Ile" ,11111tioll IF INIENoM It -11, I I , _QB-_.� A�L_ - u Iff fmA.LLED c. KUOYFID rftm wrial "'Ol""'I wo.w. ...., -I. - - RA �,( ELLL -* -JA Do �Hirvcw I ,� I � � ­7 - I . I rmT acwcxu Dh --------." - - I -1 sAw '.) ELF-VAMN � MALL RQUH19&-2I5VAL1oAUW WALL AND FLQQ&-MWNTU& INSTALLATION SCALE 1/12'.1, 1 in-=Tft-1 scA&L ver - I- - SECTION 1 SCALE 5/0, - q" qr./*. *- 4. 0 0a, �, )"I (�- .).* - - - - I r. T w -it- � NOM-0h. LIF1 WL1c-1MBM-FVj, , kII]LM-1hMALLA11 1, �� iz-%;��- --;�� I Urc SAFETY 5T"Pm PANEL CAN BE LCkAifll AS AN LAO ItANO, (FIRST (A -.AS( PANEL) r7 to AS AIR INFERKA PANEL (ANY PANEL LOCATION! IN BETWEEN fkO PANELS) * I., -- - (6,==T. I Ir S.� PANEtS WAY rW WAY NOT BE i4STA"SD AOACEArF IC REQU.Aft PANELS sort l,cllt " %1 WM I) i*,� CAR w/o REG" IgAcvs.) ., I Irr �$M STORM PANEL CONSISTS Of 06219' GALVANIZED Sllf1 STORM PAKI -& UJC-�-P -:R tEol f�=W r %XAU 3132'. 1, I L2. SH CT 2 OF DRAININC "Is W F to K REMIYAc com oftIALLEO rRow THE *64( OF , � TRk,CToLRE J 0 E SAFETY ,00IOT"I"17"", 7K,,4K TO * Ocompowwoo, gorticom moc,, 71) I - %X2 OF T41S ZA14ING ", N ............. ��, bt COMPON'll.-g ,&� P. I/P 4 , 1 colif"04m Y BE ?fel! A.Lm SNAL on r Ixlp MOUNTED F'fji I rjw%C SXtooNs 1 & 44"V�---',tosr•- ..'.. �� 1 2 CA, ,.,. SltlErli. AS WELL AS OCTAIIS I & 2 ' N SHELF 14. Z .-' V � FLORIDA BUILDING CODE (Wgh Volto,cily HurriGane Zone, 4, him'. ,LNGI- .'CIR CON i : . tc? I -- : 140. ', , , - . - I Mim A)CW,- SPACW- FOR O(V Zr IIDANCHOR.-I �t WrTOM IS CNEN Cold - .*% 14m Ti '11:1 - Fill SCHEOLkLE4 6& 2. SHEET 14 i -. * : z 20 GAGE GALVAWZLD STEEL STORM PANEL ! loommil, V ClIMPONENT MAIV IN FERMIAMILN ON ItEMOVASILL i *', Q91- " -Q--,�,. .��., - . --. - -, 1 � . s !kit -4- - -, -- - `0 % -.A - , - wt 41 � , "" 'MC'ON•PRODUCTS' LLC- "rnV=m-- , , , �-*'�,-- I ----� - .. 1, -.1 A STE' D"AA-S FOR INS;AL,A71ON 4WI) IYUOD rl"E BULDIN-6 ON SHIM I!l % , � i 11LIECOm 1. ��,--, 1! �, 0 SL% &Hurt 4 ... ". -7;6;� *, a It coie- IMMIL A. 33)1- I" DETAIL APPLOCAIIIIIII TO TI,k IIECESSITY FOR Illf INSTALIATON nF ON 0- ;6#1 / -.=N1%4. -,.: uIIIIII0PIPA, I 11- "10HR IW)W-?54L FAR I-LIAO Z,DAB17t I SPACERS AT RACAS NVALLM AIMACEMI Akrj C,z-WND TO S7UC(10,,'*O0O SAINIMS *'1111^11 :1111.11-ki, ---1 - - ... - ,MMI . - -T% -tp - I 10" G-,,,o,im -- _ _ . - _ _ P I 2A./sow"..'Dow WIEN A lo� n -1 - , z- ,I -i MAXIMUM A,.5X.-DLS1 N- PRESS VRf.--R&TJN-rQ--U'1, $,I... AND-ORRE5PONOLNIG YAXIM.VM--PA . .,NLL-LF NQTH. *L" S klCi LE NALA) omlor FDA "1.j,1::. 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Tw("I�, K."lf'no"Lo" AT I - .4flm -1- ALTJRMML '5W &IEMAMF-Alf � , or Irlos, I A,=o PtArt TO. � -,,,,*- ,"It . .- w - SCALE S/#§., sc%j I'm- . ,,I I END" 0 TO It 6' - ., .m - -�-- � I I ALIER14ATIYK F 1. � , co A�-,=Qm DAM TING MIALJ."Jighl fiU&Q-QVL UATION W ,� 11 w), s4om 100, I 1. V,, ArILLMORNATIVE BW AJ 316- �---- am 1. ftIkUA:K)N5 ARE My ,.,, r :04 BUILDNCS *- 1',D DESIGN LOAN' UP Co '55.S. -?),O t-' ,10, PANEL'S LENC,TtP 11", W-15- 2. FOR NEW WOOD FRAME CON',, � , ' ')4 WOOD AIEW N W� tO BE SOOITI,L PT ,,,, N "" SPECIFIC OrhI .� 0 . C11 2, � .55 04 FOUAL 1"[Q&-QW.ft1[OM-9E-SELUN� - BOTTOM 11,11-ItINIINCIS CAN of I ,,rO IN ANY WAY C, 1.11IT ANY .1"c"T 'I, .ji, ' ON I -- -- -...-- .-- - - -7 F . 4e." -,-\ se'1�, . . "e"' i4 ... \1:1 . FLORWA BUILDING COVE (11119h Wittily HY, konot Zone) * - Qm IUV.. - . No. 2 �116 T - i : .* 1 20 GAGE GALVANIZED STECI STOW PANEL - - . r ... I -- -- ., - - - - - - * ; .. ST; (E cif . -- *# �-=�- - - I I --- - - -- I .1111,13 ft , - / 11LIE C 0 IN. 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Nri 447�7 . I :. FLORIDA BUILDING CODE �Non Nigh Velocity &r,lcond Zone) � I,'­A4(AII0N tLI ­,,, VAIM Ir>� MAX A.S0 :I ,,` T'--,_ ­,11I �. � 4i� I I ­­_ I- ­­`­ . f T -;;;�­. - - - PANEL ­ 1 I ! �:S,,:, ;�RES$Ulsr F,1 `�,', I W) PANEL LENG�H5 %"," f ,� � A rr "'; -r 24 GAGE GAII Sifft STORM I Ill ', 7FR ;C�IIEDIJL.El :,14 S41EE'T 3 'A wo.,jD F-R4,%1`0NL,TITIX1*N� IFFOOD .. -� ., � " t ..., �,, 1, , I , ", I- �,, - I �'zl ", — \ ,-Ti­ f - _ � IN � I " 11LIEC — --I- GLOBAL PROTECTION PRODUCT's, LLC. - "I"""', I I 0I SPFCIFIC ", . � - ) lost I 1,. I � '�­� , F']WAL /Otii� L 11,`I�IT *-,;/---, A 11`­11111 11.1.11, 0II III -I � It �, - .—L-IL. I -1 � _1 k 'III I , .... I� �1­.11.'11.1 .- ..=;� , .. - 0,10.1.. '. _�2.1 , I . 1". ­11, '­� ­ (IIIIII ­ ItI, ­ 20-175 L­_­ __ - — . - I . ...... - t ,�'­', III 11 1 , Q. 7, .470� i� 4o i'� I IL �FE,wr"10_� - �_J,,A FI� - . -i _ _T.� . 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I S,li LEVEL VARIATIONS WrItIo" 3/4* 1 2 *: E : * : FLORIDA BUILDING CODE 'M,,-, High Velocity H., Icart. Zone), . . -_ CAK__E._(FVAW CASE F (PLAN) i , 5 ItulF Q� r � tomm. P, - P.,` , .. . .-_� � 24 GAGE GALVA1111Z "TELL SIOPM PA SCALL 1, I - S� 'JE �/A"_l . % . . " om 4; f I . III, � III - __ 4 , -v ., e I ------- ____ ­ citinm I �,/. ��,k .. 4-I, r, JECO i � GLOBAL PROTECTION PRODUCTS, LLC. DAN - I N / -- 6,v,-!V.r,,,%,,,r.m, - \ tP20 to L"IMW ­ � - co Im"i, 1, )JI4 ..- --m- motmL it,I,I)w m�. '. DmIsjoi.-am i �­,_ - ­111 I . 20-175 --- - - ,_00011i " I - t- ow.4 ft - -,-- - -_ , , "LA."oeMn'.1t,um ..:,EA , . IIIIII J,. 0, I r I I z I.- *._1..__- `1T_ son 0 . It - � � - ­_ ----I---- - -----. - _ I -.-Offi& Il 1 047 1 I - MAX 1MUk_&1%P__ DESIGN PRESSURE RATING (Da L) ANC CORRESPONDING MAXIMUM ANCHOR __S?ACJW REGULARSCHEDULE FOR 5TQRM PANEL 1 INSTALLATIONS INT.Q__WOOD _STRUCTURES (VAIJD ONLY FOR PANEL CIINSTALLAT)ONS AS PER ALTERNATIVES 1W F II, Ii ON SHEETS 6 TV ;. MAX A.S.O. DESIGN MAXIMUM ANCITIOMIS 31PACING FOR E.O. - AS SHOWN ON SWILITS 6 III 7 ­ APPLICABLE To 11 PAL,", TAPICON .- LAG SCKV PAINIIIIJIlAtE raimz 0 PANILMATE PLUS WOOD OUSNW. PINESSM RA "NG (P. f I - - - a ANY li, 7IAV of - LEAGI­ ILI (ft.) - 14-­ 13. Ir �111,�7_1. ­147I - ". $3, 13' - 13* ' 3' _._ 10 (BOTTOM) - t-s-/r- - - i 142. - . , - l/r _ 0 1 /7 , , _ 211 mmm It 11r -, . p, , �., a Le Ir -6 -..-- I? I/K.- 0. - LI/1' qpb I, OD . UESS I __- - IF- 21, i!!!! -*) .. J. tmp) a . -_ it- , - 1. F___ -_ - - _____;3'� 13, . _­­ 12Y ­­­ . 13' 11 Ir -lW* - 40 (TCVI) -46,5i Ij-_ - 13, . ­ i 1. - . f._. 13' 'k TS- kiomw, LOS ,3. - - - 'j . - - 1r__ - _'� - 6 1/2' - lw.ffm: - 6 1/2- , 6 1/7' a 1/2- 1/2 /2 a6 -1­ .. FI,, vnf 614"i2 6 1 __1. . -A- j/0 'V­" .... ­.­.. .-_, . -1!0! .(I(lT"Ot.I -O__. 4O.' �14ST, 4 1/ /. 7" 7. -, - J.v (W1"r*$ - -,-- - - �2 . . - - __ I* mommi) . - - 'r I '3 1 , _ ". � 3' 8 . �;,* - - . I - SEE TABLE 01 FOR MAX A.S.D. DESIGN LOADS k MAX, PAM I - - i F NIGTITIS WHEN SPACER 0 IS I I USED, CORRIESP(A40ft, (1Wy TO ALTERNATE 211r ON SHFfi 6 . .- _____j .- ___ -.- MA.t A', ; MUNRIUM ANCHORS SPAIANC, FOR E.Dp It AS SHOWN ON fikErtS, 6 III 7 - - - - -_ -_ 1`=;6�. , , -vmuw PANEL OIL;" FIRMURE RA*ING I � TAFICO-1 L". sCRITIf PAREUMAlf PANIELVATE wom 9us-ING PIMALE 'D III. us AL7VW`"Nl:`t 't" � LCNG'14 IL • !r , . I CA Two (N•) - - - __ , 1. Ij, Ir __... ", - ,-.13, -- -,*"-,- is ()op) '41mom) �,� 1. ­ - I . 3' ­ I 1. � � 13' IF to - 6 ./., - 6 1/2' ,-- . - 6 I i1 . 4 1/7 . i I / 2' fTary 1 . ­ - ­_ . - 11 1 1/7' a' r _S7 ­ 3w (1r) - OR i ,_ - , � _W - - - - �,v *n�) I ____ Ir - - : - 13 I, 13' i I -,- __ !ice. 13- - - 1 . -45, -45 . 1 .. 13' I i 1 13- iU" 41110 t 11("c") I ID .7h, - 75 III, 'j. -,-- Is, ". __ -- 10' -_ - to r1op) I .__ Is, ir ; 3' �3 . 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PRODUCTS, LLC. _f . . - -11 I- , - .1-rcm.6 omwi­­ __ " SIBW1116, . 140k'i�)� �e- .Z� M111 ­;i­ A "ott) S. 11 I I _ 01,,, '.A- 11 `­­ SP-ER S USED �` �ALIU Ei ; yR MO. A.&O. ---. I . , , _" _ I j .. ) ... WE - - , " ._� -N SPA( 7 �, 6A , -1 - , N I , I -(..NA"_ ,'It�!, LOAD,'` I t," , W�k _ , , I , .1(1' -, '1'1,� .._ I . 4 20-1 1!i . .� , - . -_ , . ­�-r-,;;­ .___ _ .� , - � , : , . " I 1. I", zi . I - , _ 111� ll`�':',;��,`��,,� .� -11 I -11 - . � � � i� : . . , Be - I ""'I I .", .,,- , I , , ., _:- � - ,I, " , A 2m•­­- . ­ ___ ___ - _____ ____ _____ _ .. - ___ _____ INSTAL!.,ATLQN LT I -9 ': FO .1 . _Aj.�_ - R LIFE SAFETY PANEL J IRTQ_FQUIRI;0 CO1NCKTj_QR CONCRFJj � --KOrK STRUCTURES yr ,/4 . It 7AK3. . �! �, , ", :AKCN - RlD V.'. I'll I I 1 7 `�. -IAAED I ,­�- , ,� . ,­ . , . I , 09 , .."R 0 5, CC � mc"`?� 0 ;I, I-�'_ � . I . , .1 �,_K� -1 BLOM I -'. P-' , I . , ..�rl , - ­.�. Rt. e I i I I � 2 1. 2 - 2 I - _ , 7, , ; fl'11�11...._ -, " I I I I E D - . . I ! -7j, WA - � . 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I i = _ .,; - : * = . ; - um* rtttm� -, FLORIDA � .,,,P,;N'- CDOC (h- High Volocift_!4�,�.-*.n!,., . -c,Ip 1110 ,='! �, ."I.. �, . - z .. 2 lIo'Xic "Cowur .r."; '. -1 .1-41.1 (­_....-t!­; I t. ­, " % I cr .� I ,'A GAI.k LiALVAUIZED STEEL STORM PAN({ , IMPIP, IT, ___' ... , ; " .C, .. ­ --.-- . . . . _________­­___ . I ­N4 3,PAC.G - ��­ � ��_iiii qx') , . I - , * "Il_� - *� T/ma � ;, ��,�l `�� I i , - 4 'ZtPtFAIQN IC -1,11- � " -O)r- % . , " �,;w ... I � � II JLTE - ,•Vy THE FD1.104"�" � 11 rAcm ��• - . t, "­ 40/2 � r­ ­ I-- I, C 0,,c 'GLOBAL PROTECTION PRODUCTS, LLC.! rl.­ ,!I,i,r , " """' - I . , � --- r .40D So $i Floor, ; AN� � I I .. I , "4, - , - !,r..,!, lul- 4 91*111mu*00 -p-1 , � �;'ACM 01TIAlhI , . .4, , ," � , , - . . � L , , . WK. IL JLQI. 1 ...­. , _ .,I, ". ,- - __"�;� - IT."', ft,,6ft.,,%t, I. fql,,Ijp� "; W-C-C'I' ;�t` " ", I . i . __ - _­ . . - . --- ---i- .kW't' 2' 1 ON � SC.-I-1-L - . 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L:�_ _77, 1. . 1_144_T___ - - I - ­_�)/ s 6 -. N1.61"Ll. Orr IT _ . ,j , . � -- - , _ . :__ __ - _r .•,�=_- I_, _. ­ =_ "-.-.--. - ,:� a N I 0 : - , , __l I "1­1 "a' � siz'� ­ --to T � � �� , -, - ? , . . ,,�7 , t I I 0114;I�!_lfi I- . ! I F, � 1-1 I d 1 11 �"�l I I � I �!; a I , J­T� - , I I I 1 I.,., r * I :� 0 � , I I ��.,_Pr, � :L L, 1- � _ L � L' �:, I Ll_ � 1 , . , �i I . I � 1. i . ! . , � ,, ,,j L_1, - 1 � ­ � I _i .� - I . X"; " I � � � 14T - 41;' I, � - ­�r,� �'� ' ' � I Iff ' PIQ9l 'F ' I I � I [ '� I OF ANTI � I r � r -NFL) 1 iI;NTE;RRkR Fat;IlFL; lF PAWL I "Fil", " NO 'L�L' .,:�� :I. , i I � i � I I KwU NOTIF15 1p, 3, 4 1 1 1 I ,6, o' I �% I, I � � �`,� I! � LAAIF � I I ""' ",4`1 A, le ,I I . � I I 'I * � I - I I " is I I - 1, , , " %, : ,I I % I I. * � I , I -I . I 1 14, I , I I � I � I I• .1 � � I. , t . �. ��I , .. � , : `ii 6 I, I , I , ,,, , l - 11 Plr,.,s .,I,. ­, �,Lii WCtFI - ; I I : I � I I-] __ i t. � � I �1 . � I 1� I , 1 � � '1_ j I ! I 41, [ AF , - , I I K4ILL; -II � I. i : , I I i �'. : � i-I i I J� � i � 1 I �, 1 � i � J Or *L I - l7 - ! ' T � e � I - I -, ­ � � i I I I I I � � I I I � I , , ,, I I - F �F I � I W0 . . -t- I •-t t , : I - I -.1 i __� , I tj -1 I, - - i . 1 . 1 , , f �- . � �- t 1P i­- I-,, � , - � J t'­� 1' �4 i i _� _j j J_ JL .L J -.I. I -1 1 .J - . . _"1 - A .1 � L J .' .- � L_ .1 -I �_�L.L -i-L L I -J..-'.J Ii.1-1 LZL-� :.� , I - _ I I I - - ,- ­ ­ -­­ . � I . 1; 1, � . � ­ -;4 T 'I'lli 7 N' I kl(RNAT016 CtIW " t . .1 NI I : (1i)-mid "'t-C . - � ­ fS[ . _f ,,,(�,,II EZI a"I 14IN � +EZI /18, EZIIII TYPICA,L F:LE�YAjt9AM_ SERIES 2000 E-Z HANG SAN STORM PANEL (L SYSTEM (t) I SECTION .A -A SME 3/52"-l' hai- i,•.d 6' �,`,,4 I- E I-41 N (3 11 ENGINCERINa EXPRESS' PRODUCT EVALUATION REPORT 'anl satl.2020 Application Number 17059 1 - R2 EX Projecl Number 20-31543 Product r,larulactirrer All American Shutters am rAm Manufaclarot Address ISO Donne Road Vilifist Palm Beach. Fl. 33409 product Native & Descupillon 24ga Galwanozed Steel Sosolmn Parsils Lilate PAsvl. Impact Resistant Scope of Evaluation: finPmdlrd4afuabun Report is being holi III arcoldancewith the ietlattempritA of onto f 1,�� � _, Deparrinterof of Butiouness and Professional Peguhs"or (Fianda Buildring Commission) Ruk, Chalilou 6102101400,5 A A C for -Ainewsdo ai coonance Poor Method licit The product noted artivo tins tater, losled andfair evaluated as suinintooLetal honeor to show compliance with flit Florida filiftliltmg Cothr SoventIn Edition (20M) anti Is for the putpose witerded, Ill IINISL SqUIValent to That requirEil IN thit, code Re avalusbooll ul thi poulfut-I shall be Feriouted lolkhoning pertinent Florida Buittiong I ni NIIII, PI - I anitincroo, Substantiating Data: . PRODUCT EVALUATION DQGUMENTS LA 01311r1ii NFIO 1154-ilirt'd 244A I;.IYd ... zeCT Steer Goorm Panels (HVHZ & Non­HVHZ, ,tw,;, ' prepared by Engineering Express signed & sol,tellf roy Frank Bermatclo, PE. a an Integra pall I,, ,: Floalvation Report . TEST REP2RT Lojlft;�FT)I%Jtilo� %hL(tI1jtu IWI(Nollull,11 has heltn tested in accordance with TAS 202 toll I'llild.bats rw lost niporI VBT ASG I7 001 by l3facontatou T"Ong, Inc Large rnorswit, impact notsislarice and cyclic loPoI perfourritionce has been lasted In accordance win TAS 201 and TAS 203 too standards par test raWi%j 08 f AIL, 17.001 I,v 84w.iFinalso Testing. Inc. I STRUCTURAL ENGINEERING CALCULATIONS Shuchrral engineering calcolstiorts have been Prepared which evaluale the Product t,a5eL ,III , Litoriparablu, andror labrool'onaltio'kis to qualify the following design cohirls, I Max,multo Allowable Spans 2 Mirotillm. Allovuatll. Spar. 3 MirrinFurn Class Separation 4 Anchor Spacing 160 SYN 12" Avellool Sultre I Oh, WEII BIACII, fLO.ID- 11442 - ­ .5 t"4) 354.0160 1 (866) 396-9999 T E An,& E'1al"F lainGlExi, Itess.co" ENG I kills, I V YF , a s,, CON [� -1 �IAKL�Gl %� BE tNtlIAL, Er.1 AT E04?l OPENING S�IALL AL . III � YYA , I t ` � "� iY', REA9 Noti Irl I, ArIUTAIT, INSIAL"'It'.."I" T_ +,I,� q I r , , u 1114 ".1 ! .. 11 I I t _ f W ;2L'itiiIOCt ';� I1_%LKtI E-Z HANG STOW PANEL S`TSTFN C 01 ... I 11 PANEL , Cont 'RACKS TOP At BOTTOM (7) M PANELS SHALL AL*VJ�OAAELTED To 00703111 IRACk OtHERAIII A STOP BAR BE FiRCIVICED AT TOO at, SOCH, PANELS. 1 (3) 0 END PAWLS ARE CONNECTED TO WITOW qFI LD"Fl,i_rr;,, IVAII f,004IN 1/4"it 2II M.- W/ , ,,I .. I ; t-, , ;, I . . '. �, "- I' � , -1 � � I., (01I IN LASE IHAlf ENO PANELS ARE NOT CONNECTED TO BOTTONA TRACK (I 4. A SIDIR BAR IS ONLY USED At TOP) AT LEASI, 1I PANELS 5flAI 15f COWIMED T'"i BOTIONI TRADA LISING SPECS INN:AllmON IN)TIF ?) ABI IN SUCH CASE. CONNECTIOIN O . __ F Powk, rC) 91�1`1`1.lu , CA MI&I OCC'JR A' AM PAPANELIOCA'Itll, _ N"IAlI� INI I VAL D FIN4 Wo"O FT PL,LL0q1I,X "ll ­ , 11 ,'!),, I IN ......... '! ,;l, � I I," •��, A, 'I , .. _ Rp ,;. ..W. III : I ;I), 44167 �. *, 1, 1 t c*w '11,1110% III: .- - . ' , * so * 11 *�'..-, ' - 4r---I I I IECO Tin: _� SIAIF Of� I ..� lb._.. � II �� . ,It A'', I✓ I-,,- 1� .. ., - ,4!Z" :o ,; ,; k a Iff M .. z_*III --( 1- ...- ___ - .:tar'- ­.. 24 GAM GALVIIIINITEO STEEL STORM PA ,:� " DM PROTECTION PRODUCTS: -�,,��- ­ M, , I � 20- 1 7� I-lo. 41.^�_;54� ,�,I'I'l-Aft470, � g , WENGINEJ,! ij �i, Pallt:20­ Ali Arn,xicart Sbutico and U11 dst, - :4�;j 0,1 , smi /VJ Sl,vl III -Non I's owl , No 3.3% In"~ 10 allowable stress; has tollert ,I AtI ", fliNdelign of Ili* product' Stipulation faun PIAP4cid,'.vat jaquied to, installitifintit; isillti0e of wind zone 4 and essential laoftim. Impact Resistance: Lzorge Impact Resislarics has been dernonslx3W Its rwdaroced al pre.iGusly ht3td lost iroporhsj. and,% accounted lot on The angine" de"ro of ibis poodioci Wind Load Resistance TILN prixilu, i hai, lie- OssII to resist volood loads as Indicated In the $paoa schedule(s) art the riopili Piodorcf Evaluation DocUrriont (I a engineering dorawkv) Installation Tha product shag be Installed in strict C(omPIi&`)C0 W411 do llFbp4lCtII FrOduLt Evalualtcw, Document it e ringiansaiannig drearling), All Win an Compo"Als "Clod thoatelill Product components shall be of the onalleflal spectlied In that pliI % rospEo live product fittatualmit Docutmerill (i.e englinveling drawl Limitations & Conditions of Use: Use at III product shag be on strict accoldence .0 The resprIc"e llfodu,1 Evahialuni Document (i e wigirl"Cong cireaving) asnoted herein Aft roupportinin long structures shall be destogroad to resist as 6LIpwiniposod ,I: t I ,I'I, 11 I li,,r ­ 4 � ill, 1 ,,I M,le,l,t,th,,isvJi)ctspost)%ZveancWschodWe HWs#uctwecondhoiw%hfLtMwL�no,laccttuFne(Jtot in 111,16 Product 5 WsPeilt . ..... :how Iicho-1,itm shall be designed for on a stle4peo1110 basis by a togistenood profe�.Wooal engineer All components which But, permanently inflialod shall be poullocted against corrosion, contarivirlintion slid other such damage at at Times This Product has been designed for use within and outside the High VoiI 11irruf Ann, Zono 4HVHZI ReslicEnlullV. I- Furth Heriniti-do IT ENGINEERING ExPREss" 4PF0046"S3 I Ccrl Atilh 11hX5 160 SW I 2 ' ' A . It. N V It Su I I F I06, D t It A A I I L 0 9 I AC Ell FLo 4 I It A 3 34 4 2 (q Ala I 354 OFJ60 1 (966) 3196 - 9999 Toi.m4f1loitiftolhololI COM EN4fNtfR1q0,FRqt,i6 coo - :2*,r11____H I . I,.— 11 I -;, � I—- 1­1;­_ l ­1. � II:'. l I— - - I !­ ,, ­­. ­ - , " _� "L "'" .. I r?�mawmg,, _ 'C'c'"". ,;,�,�;I �7, ,,�­, . , , . " _111_f_� - - .1 ­%,"'..­ I ___ - . . . I I . "kioffiwl . /Alftrll�-,F " , 11 I . . 'Ji., W It". i.­��, I '­.il -C, I`W . 11 / , I A I . 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I� - � I i ___V 11-11 11-1 �, m., rrI ­z I 'I" ,*. \ � . r, ,,, . /2/ i�_`�­ � � " "'" to III -I �.L " '. '. . y. _­ - ''I /I , / ", I ­ 17 ;7/ . ., 1-1-Inn ION,. ", / I .. 1WHAN, IG, I E .1 . I k I /. � I , C . _ * y1lilikF­ , ,/ -, , , ,/ , , , a 113 , �, I wli�p'l 1.4,21 -%.I =1 IV I I�Z ­ - I!44�14714.4',�-�,, i,lir­ ­T .. 'r'..C, 2"a o i�i i .74 r I """o FS , ''�.i� — ft-1; A I I-1. 3 / , -_ 1't,�H`11,4160`601 .`:x LIA 6-)'�'­ "I ...I" ' .41.1.- IIIIII a - ­­ !,NSTALLATION ED) T lLS FQ_R__aERLU_20Dk_E=Z ...HANG STORM PAN�4 ,.I [NJ. POU --' 0NQRE1E___CQ Q T K AN � D WOOD SfRUCTURE'S � 7APCnN ,, 146 . AII 6 12, u c I ,� I � �_ - - ­ - .- ' �'. I 11 11 I � � f, J^ )) t/... rx" I 1�10' HEI 14W IF, IIrAv ,��, ! I : . I , J ,lo.1, 4EK RrAti TET, AAte'0 121 0 C � �: smw so 1�4' "I I'leo, Ii, I I , 1, :, Now o.4 ,,, irow " 6- t Eox of (9 I �, I � � " I 1. 1 i I � I � '! I, I I � "9 1 ii — ED I I 2. � .i:. � '. ­ - 1i;2. 11, I , /2' I�� L I �?_ I ; � . Y ,,�.` .J_ - � I ,14,.- H,," or ,,l_, .�,,'il F# � .1 �. "I Q , , ,eatv I 1, , : I I I ­N­ ,I P � I/I ��' "� `,.� ft ; ; R� I, " `_t-SEPARATIONf"Al­4 Il � I I "I t••i WI4.41 f�,fi : I -624 I, � - , , 4i'smi� TO GII-I F ! - I 1 , ! : - (f) --, . : i �I_ - - " � � I r - ! I 6i-0, A.5 ImTs ::0 or I I NAA I 11 � I .. A, EA QAM . , � � I , PANEL LZkVH 0 1'111��­ 1, I. -II!, - ". , PANF1 I rsi it I a , 'IF � b, I ,"I, � I 4 Lk CMIFI,- �i I t 1 . I 11 sc'A"'" - or - 11 3"sS 1 01 �°. I "A 1 I � '.. .- Sax 70.;, 'r �. I �, " " .., � to I INT . , _... •1'. " I "'.1r,-1.11. � I � : 1 I I � 4 : � � A J 7 � - I I- I I , I 1. .. . j ­ - - ; W, L t� I I I IlAys I 11 , i I I "O. . . 1 4MM .1, .1 C�) V " 11-3 , 4 P�1. I -;I i I I t J _ _ _4 I "! INKCIN ANCHOR , .. I " 6 I " C. , I. )!114;, IIIji",:, �:7. I 1! ; w%>r,ri ,..,I LN, i,,FL,.- ... cCZtlf oil colicKlE SI I i LAft RE�ZPI RICIUVRED WALL MOUNTING 5UJ1MJ:73. WALL ALTERNATIVE WOUNJINri E21W SCALE 345-i" SCALE 3/8-1, ___', __ ILI im 11 11 1AN11 LIENrl I. , � "FEE _PO ", [� , , "", B, , I INSIALL47ION ARE ONLV ,AL0 FOP AW ASP , , _, � ' PIRESSILIRIE RAPING +/­ 40 0 1, to r NKFr 6 -0' MAX 1_7�_Irl I. PANEI LENC711 2 FOR NEW I IRAVE DL4STQL-C'II7FI AQOD MEMIREPIS It) BE SOWHCPIN "II-4- N'L- 2, W/ S"I-I'Ifil, LDENSITi' �)F OON CCOUAL j - :11!t 6;N". �,' * 1_1;1"��oe� !.�? \ 1. . FLORIDA BUILDING CODE (Mon MI Velocity Her Icons tans) � . No. 44167 '-.. 1GJGIE * 2 - GALVAI STEEL STORM PANEL 10 DININN a, * ­ , _� . , * ... 1 __ ztlAlf 01�� - P Cf. ) - jl��,V_ ! _. r . , , ��,Z,, ­ - - - INIC " ILIECO 1­ _� •- � , I�', .e. W:, g-f-wriiiiI �ouft'. OTECTION PRODUCTS, LI-C. III IN S, IWO, "'t'"fm -­,' "Ill *1 SIC, . 'o,;, 11 " - _�� I- .. � - - — 11 il, __.�Iill _ 1. 1_11.1_41 I 'r ­ �_ 00%. 1, A314 Il"Id i9iii,4110-1,H5 1. I-k.0 M! % `i_-�.�IIi .... YPMIt - 1,111#11.11 � _��_L,,,TI ". _­.�* �!l ­ I�L I - - Ii ---- - - ­1 -_ _-_ I - ALL AMERICAN SHUTFERS AND GLASS 124ga GALVANIZED STEEL STORM PANELS (HVII-1Z & NON HiLi WIDTH UhUrilITZ, ­_"ET111 TO PAofFA.%AN)"__" ri)p Noi (,:ONN �"" - TYPE- 45 "Or Sr."Trool S ­ . - - .. L __ b(x7$ WITtl WA!1IIC*C F_ � F -_ - - fflNtNuIsFP.,Tf,FNEn 0 IL� , I DV1EkLAN5iift11V,FI / " APPIPCIPPICII sPAN TAIIP V � i y r,� X , , , ILANVI W i 1 1 At "IAIT � , � I LI, IN �I� z [ - e rob 15 � � _";1".. ";1" , . I 4� , -, -­­. - - . _. II , ,LT, L 7_ . � "t . I I ,Il ;,."! M"JI., � I , l ­ry� A, J � , , -, � I I I r Nf'l L, �,I 'I, I 'I I I i"' I I I I ,� I 1. � I L:, t A I � CXII I., I 11 Ulm ('-I--\ TYPICAL VER.1 ICAL MOUNT ELEVATION \,N1iof to 7 S FLILVAIT-)N TOP MOUNT 11.riiia1, IC,ati TV An KEq I ,[SPAI; AI 077\1' __________iffITTI I LIA � I�T - I � " I I ,I.l N2 - 1`,�,��,t�.-I'Il F1, FIF"', D� 4 I- * 2' T Lt -1 ___ LL _Tot"CyN;#N " J� , 4 , __ .-..,I If$ � F, 7, . -1 ,, � � - __ LCICAliUN MAV I`Aklir , �i , - I., " , � ".I'.4 � , , I, Y INI WON NO . ; I I I � ICONIN TY"I ,,, il _ �- : AS AO'Do CC I'l Dll��")Ijr , __617BI V. AS P LO I l ,� ,;�-,:T R, LO7--! Ii -N 1 7�� 11]" .... .. ')PIILAAI IC)SJITCH I . EQuiRG, INOLTS It'411nit Wool"T'Llet" '! .NI ME rd"T,_Itf.rA5 H �".F` Me "I'l ��cIlYiECTiE,NfS AND 04��HCXIII 4I ILO VIKICII ,wAI WINGUI FASTENED 0 �WAN:i Allra,pli: & 11FLOW [ OWPIC110" ClIIERL"I'll; 0 No VIFIAN fast I—- - -_ ­­­ APPROPRIATE SPAR TAKE'. VERTICAL MOUNT ELEVATION (NOTCHED PANELS) I.,/ N T 5 FUNIATION - ALLOWABI E PANEL SPAIN 6 GLASS SEPARATION SCHEDULE: ,w61­,,I' I'l 1.1r1'III1Nl ,liAi­I­ ­ ­01, "ill ,V­A'r-� I � tPiVlV,-.VINItXNj 44(110411A1 i-­­ I - - IiAXIMUM ofs1c,04 AILCANNAW � I NrrIAijAtIQN%[rsl, NsiA,AtNRo,,FiArfaI Pon, ,SSljltf , 0ANli­s I THAN 10 Afti CAR DO I00JTV.AlP,0Vt(,KA(1. I . - - , , INIAXWUM ALLOWABLE I . ...... , ­ = ,� ��Il. 17)FIRTGN PRIFSSURES: `J,�"' ill, A I ,NI �,,�� I'PI&I � ,t-`�,.,L�L, F� I T41 AS"'. � DESIGN NOTES° _1 _­��_...,__"? J � " �� POSITIVIE III NEPLAII DES1,5N PRESSURES CALCUL4P 10 ,- " �' "'I I10FI INITH IN�E$15;101 SNAI DETERMINED PER SEPARATE ENT, 11 I'll!" A WITH ThIlE I,: rij., . I �.., 5 � ith3w, - , 317krInIlf F. -,I �' I ,a �, ;,fRNOe I, 98MPNom iso ,Ll:��ost"Fax vol It =Ull EH r' 01� 109 OF THE FLOPJOA BUILL-Ilir COOE %HaLl, K LV­ THAN � ?-�-5 V� I! "A IrL TOTHEPIC1617TIVEIANWATI IE61GN ,; �', I 11 P, t p4g 1,115 ORPAI V61UES LKtfD H FOR Aft, N *SSEMLY AS SHOWN N 0 1 I A , i A GENERAL NOTES: � i %64 tit U. I I �� t Tel 1i1L,.riI.tTVJN"AL iii,9I he KNID is =-Out. ., I � I A"okitomi; I: ItOil ntc F1311.1 1,11M, '"I 'FrOLK scoot - , , ,&vt*THFUIIC�!��2L�K ��,�-.F�����nemoo�j�irif��FTHFHV��ZPF.P is I M P1, no TAS. 201. 21,11 AN 0.4 I r PRIM II I-1 r�c�r. I li,A: 1,* GM: a' 1 r,,,,t ,, I<,I, I I AND 00fie"No I l)AU PAIrAl BUILA.HjFC, CjIIII AN�N(PFIFIAT°� itji.:J� HAY LA . jkFPLY.DMIZf4CArTrglAgtYOrit,kSSTATECIMEKITr40,NYRf.QI)llkt ADD=NAII U "PAILEMOAr"I , � go 3lN X 1,6 IWIC'U'N' ' rPF IV!, A AL APILF�7VII%lmA�8PPNOSID[tirmL � 0 1 � 6131 ,,.Ebllititilf Ito fli, O'�l*,TT]irT"FNS�1INfFPCPRKCIMDIrl:,p Filf pS1,1JF1,1 (D svpta$,nVCTUmeW4�rrFIY'dHIC4,1,3D95144L'�USEDSIII%l%t'RESPO�4'�MIZ Fort Til IN I`F� "I" IF I'Ll F,ILPP 0 PIIPPACFJ`� 111 '"ICIPOI 0`9CH - WILK l,,,,FI "" 'h�s%"C'�"r'j�"'I"jl"Tv,""���I In � 4 '1C.""t 1.rlT!SWrF[C , mEll 1: 1: �'r.l W, I � I 111� III Rt Ll Vi , �!Il � of'oelt �1,1 s,,,�,:' �1.� " ","r, , "W'MoL 1� V Ili f"I'll - , -,35,,,,I,,[s. ,,, ,",N%`tI -M'X',�, �� , l,l � . P. urpot, T" A ,.C%%Inl ut`ymcto Filloicul Is ll,­IC�I�,� m.3 f�ll-% rj,lll III I Q I 21 - � N, ;� �, ;z u1I`�MF1AnQNA0AA5FCCJF1C&r". Fill �A CITIVI'liftei'T'IR00o rotor A�4,.IPI";,�­di, '014 4 Oit'"I"i Foo "M ok 19=071;80 I I 1HrII4OfTjQk4.$LfMA,'kfF %I nit, 11 CcI l IN 4`F` V."A.114 lot i.1;IuVNL1r1JA OrTH tins 0"11"111hr � I 91 i i 6 DKIIIN PRIFILSUPP", 401-Ft, HEREIN Axf own "IN MAXIWIM rf6ret, PRESSURE 011Y] LINO BY A A = A z -�-, I D EYM'-G.""c, litfiI Ln I. y �6 ,!� , I �l � 07 ,4"t"i"ll, "EA ,*:t$MMt;j , LON - ReS WANT MANUU0, SHALL �,(,'?*Akl�yk" 17R, 4PII 47W*s I.O.".111=144" Slav M� I Troy I fou 5 " wit"ON, �r � � �? -, INC, $I P4%, I ANY APPUCW RIVIAL, ftTAW, ANDICA I.CrAt X"S, � a ALL STORK PANOLS AVAIL It 14GA 971IFPL fR0,0I - IF ex � 9 , TERM IA14CI 5 PlAt" loiII 10 Ali'll 4E II 5rF01`ftioALQV.U,,,I "'o_ QdQ,G.1AN=rl Cift"FIG on In 4 WI FT.9 P 1W Uj 0 jia ,ILL ALUMINVOI tArAuttICIM SHALA.01 6OWTI, AL1101100UH, ALL0, � Names Nollet, CffH FR 1451F. < ,I ral 8, SCIT"I OTTAWA 5ML19N MAY It 1411! AC YlAhal[I AS III CoN PANELS RAY lot MWNTMVEFMCALL1 CIA -1 HoRa4MN$OrCTA!`r ;AI ,,S AINIUC ABLE. it ,�CW W, ANCHIIPI,"I ""VIM s"AIJ-92 10900tur, NI6 TX I lii:,r�!lh�Rf�f'�MLYINITAti�LAC"r,'R,ETEAN(.S(,rKRPF.R "ANVIAI'ToktjUi oet1,HIFtN11,,l1IC1N�,. 4). (.6 ECNTK.4'tQk IS lir'n!t'lop�1=1`1L 1P 111OPT'"I All I I � ? j N , on folixillas ,"a, ItAr U MAT"I"A 1i I 14. S"Irt'A""tV, to HERE TO VALIDATT.1; 674till 10 OlitiWil 5tOWN ONLY, 061t0if 7411551IKETICATION OV CONTIA,701t. to. At I 2 I at I 01=1111113 4 SAVeS HARMLESS This INCnHefA F011 All CM1 N DARAWS I- ._,,, 0 I It ON_ou_ON OW111I It ,oll D I'liffil 9R��Alnlll, ICFIEII.�Ll,,111.111.10111 I'll" "Alliall, r I I _ � I I t I LOCAL, storiall , For .. Cokles 6 PRO. OP .;� � �1 5"TaAr1e ,.,bao ADOMMAL , IN is LTIVIA13049 Nottermool, a* cropies KARKINGS To TPI CiCIE ..� IF 14, , ""T 'Fouernei AND VINAW T"'S `27tr=I1H1JM0F (it LABEL 1 41 at V sRAkL be pliepAR, y .it A C Vkll I )0 ,'BIT COFITA;Auto Itlf �"ING NPOIRMAIFIC)"' I I V, I; 1 iiiii - " I - .'!�ITA PRODUCT APPROVAL HILIFINI , ,I, _ ­ -.­­��--- VISIT kAl_ 103IS4S [fl '.::- I 2_�0_10 � -%, * or . W_ 4 orj -6 ". -�— @; V­ ,.� 5 � . Al-.L,.�I __ ___ 10-31543 "' _' =-_­=: = - , _ .It, __;P, I Al I I I MiANLIMUM ALLOWABLE SPAN SCVIEr)Iit f II _. . I I I I LPANELS) ...... ; , � "It ­ i "I 02 5 ,� . Ft �, I�- e 0; --,"� W Y it �z 'Lk - Via! Ili w - S. -�el, Q L� �I � 0I . .1 I . - 'I-^ -It ­1­1-11­041 VIIII 11,111IL '-.I- ­ I , �- � - , .� � I - . 11. "✓�Nolot, .. ­N "I I'� ­ - , , 11 (A . I 11r, � 7_1 1, , "I I,—— -No, '­"q lf�, � Ln - _Pu!­ __ 116'. 1 '.1l'-�I'l�ll.H-1.�,l��Ill..JPI4.-�l�41111�.1 llfl�­i: l;LK,,t, 1 II - -1 "I .. I 1111­11­1 :1­r1II.!I-`NAM`W 15 � ,� I �, I "I 1, �- .i­1',1,­, 1. ,N INJILT�11111�.N­J­�t­ 0 �­ ,�, . 6". . . �.­­­­ ­Ineft% daloutl":� NUNIAII � � � , . . , I. I Is It, I ' 1 I '_1 , -as I "­' W� " '­:" " III, QRArH~ irric. litt, ,!I, ­1 I ,, ,, 1 1 , , 0 q, , Vol �i Ill i I—, . I ... ,_._ '. -, --- ._ Z I- Nilor's-i'A" . ._,N,o11NI1 �I, I ol I'l-c- lo,1,­oIl­I11­t I— 12. I" � i � ` � __ - C-EW,W."""I'A -,� .5VAL_V­. Y� ­T:r. "o,"IN", "I'lit, I ­14111. .. � .,` Ell 1 �: I I I � 5 �. . TOP MOUNT i �l i fj� ' i' " 9 I ' � 11 I I . it ; � : I If te P I � � III � ' � 4)� - � II raid I 1, ,5 L I. A � ,1 I (11 r, ,I '. I R M - I � " 1 , I I " � 71 I " .. 1:1. "I �P �,' � � ),v . 0 . ?"" M -Ill:, ___ - GI it, ,P0;;MW o- �i �� - ': I' -11 . . _� I ; 14 , , , - .. 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I I�, TO 40 E - IHISF MWII AIIION104KE 5TCAP,[ FNI CPA 110 � I i� SPAN 5k"U"II,4I 11 ,'(IFIAIIAP HIL 11j: vall. * � KkII ,O�L�I- � � _,� '­1 ; : 1. 1 "'." 11, ; . , r �l I I IN F4511,, IF'S lrlF � �,(.Il.,, _. - , N'0ANEt : I l! 11.14C ION Wil I . At I. POWIZZ I � . F, IrW,11 , ; IN Ft IlZ k SJ�)Cl RDANGLE, I` J ii'k ,j C PAI FAS10= I,PAC104 TAKE 1-1 ,It', IrI. I ALI, 'H"- AND ) 1.111I * V HrA;DEP5 WICLILIN11 00:111'C cc, '0111104s� , ,NEAR INIEFFIQLAIFION PETV01EEN LOADS is ___ �, - /_ I �� CrIHIPWY,E ut�Eloi HIGH" LOAD ""'t, .. � " 1�,,I, 11 -.-.. . .... . GLASS SEPARATION NOTES: � � ,� , t "N"N"ItilliIN," � 100 --7 I I ,-4frl: �,PAN',�,4t,bk;LE.IIVIPOStTIVFL)E�Jf.NLOAL- I�L+TERMP,L I " , P1. I , ,,,�� .Ill � M,IM ,,: I I � I � f S INA RAT ION F POP T HE OPENING NG 7 0 BE 01101I LED � ? Ir ,it ,�, LI I . 1,,­1FI 0 Oil i,51` WITH FolMoTIVE LOADS ONILY � : I I � � " .. � . � , . . � I , : ;Nl 1, RvC-t , 1. 'I l- i ,' 1 1 -. - � � - % I 1� 4C I- CiCT ABLE, OTHERWISE LLSF "It A r " IGHEP . I . I � I I ! .,rj. ':�� : 3 �ENTih,[ IN�� -,; ". ,, ;, , ',I 1 L,. ,F "I "it I'VNJ 4AD Cu�j' ']OF ()I LS'S t, I I L, i FACILITIE� IN A, I I � I.F!, , I N, I !­11)IjGN I 1.t ISLASS SePAqA FIEN II I 1 SCHEDUU I5 1r, 1 , N)", 0. f " � .. � - d', I, I,, I NlijNt SEPARAI JIM FAOM To I '.. I � , I I F*Q,rECTWO�PEA!"..fillC,i.,,�:E, . __ ____ ______._____,__ � ,�. , I, L . ,., � . 'I p 'I IiA L 1141 1'--klQk �W_CI_LTA . ,. fASIE.L111',Lf, R _ 1 ­ 2� , T_ , 'r � " , ' B I 4, Z ,. . . i � 1� I'll � - ---- --- � -3 ) / I'll it,, ..� IN-OlI - !1­101' 5 � I, I I 12! UJI -8 PANU14 " . . A 4" 'I 'N'. III ­ I ­ 1.0ill, 11112 Ai 1 __,. ( I V i I, V , I � I ;, ;,fi� ,,*,j , 'l I " I B tL Ill , , i � I I fl, , 1 I � ,!III it I , ' " I W 4 I/ ;i 0.1 01 I ; �M .- ! 1, . _­ .1, � `1. _ - , _A- m C'" .I'- IFA, K II , P* 14 . 11K, "oll ...:, . I - I I . ­ � � , I 20-31543 - . . . 1.11, �R! ( oPTNALEgsq kmt.7CTAII t' . ., - I --- INTERIOR FASTIT,Pirill I - I � - .- I F'. , 4 I I - � -, , +1 i2 .- I I . I , I 1,1 "­ , J ­ ,- -, . -.- 1..�L . I �11 U I... .;_��,: 1) I " , :I I ,'., I" , It— :1� L " 11111.`i , ?a 4, 11 o --- --- ­­_ -1 111� .. I -1 I I , L 11 j �- 11 , o 'T $-I I... " ­!�./ I I �. , . '.1 I � / 7 �,010' I ,! "i'll I't,, I , I- ,`,� , r�,)` '4L .-.-I'D----- . ox OVERLAP I "I I ._ _ � i - , -,, - I I I " ­ fT ;-i", -,; 11 _�! i I : . . I -_ - �, - �. �� , � -.4 F­ I I', � i . I . I , 1, I L � ,, 1� : . - �� .. ` �i s. 11 _' � 01 . �004' I �; I 1�1!�,_, es'. ! 1L.—J, , , � � �_-_l — J, —A I —.1 rCU2N* �� I X0 I L_ il,g, � ! ! , YI , . , ' I ' I , I ' "' ` ' : -' - - - , - .. "" � L L1. L_ 7;� _ i I 7t- , _.� " ­i I - 71 1 I ­rNe., -I%; 'Ll . P�VWI ZODI �- I i no v� "O!" �i>il_"`I_14_ I 3,111-III %, 19AMR 70T.-I, - e4-PAW 1405tullf �.. , I.." � k Iftli.i.- A < - 0 !; t � I 11 , I . W.rc ill" 1�! A, ff r _. 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I ,,, ,� � jjTj7-sI ­ �� 3 --I- 'L� 1�7'�_ 1! . t I .., � ae, = I I ­­ j 7'."'. - ` "' A �' , �; ! , , ,- I _ - - . I —fa 11 "Ir"', l _ --I ----- ____ ____ _____ — � .­­-­ ­ ­­ - - ____ ....... Review Assist - Plans Review Con plited-W for compliance with the 2020 by Debra Anne KtAhl - k,,' I KI I I,rl,T1114,-F . I � " 'I _- ____ I , I . , I I i:l .1 , I . 1 I ".. ­11­ '. I ANCHOR NOTES R'OHEDAPUPPOTSDNL0 HI RE]N,DICNYl!NIk OFCKIS LlL1n1oCM f"A�,fP'IL�l-OLLVA'A5LZML"l�')R'4K�L�Rl.:i `10AINUMALLCINUU��NS AND PRESSWItu imulicArIEV irl !tt�'N NL`Alflf�f SIrAUL APTLY : Fill,, rl 111CHCA 5CHFOULF AAWI� ON FFNIF- 1--51ENFP, �PAC,116. I E41STING nTFI ­Irl�,�., N ?'KIII411"Vill' %nE,:Irt.;I"il,.AO-I.IZCAYF�iT"AICAf,QUALTel NfC,ATTVEr,rl.!,.Fw , ' PAN.I�iw, F;'T ,o .I� l,:,M,,,*��,,i�4,��S�if�_rf,PA#o�",�f4TF&t,H,�r��'A�,�.l�I �LIILPTII L1,FI­TWlJI1,f ,il',fC,INl;'Pl"11,11�"-",�,1",. ,".Jo,: _" ?,­,�Ji,rlpi., - ,_,�I, . AjLji--,VCI'jt III Atli I � tIN'j,I;INt-, I11jI1j,:_ jOlr-­1 ,� ANIMRS'.1�r,,��ll-'�l-l�I.Ll�IN.IXCA.�4�EWIT''.�-rlljlC 'oil"' ;;-:1!11-4FNa1I:tIr1M_ I"rJLLC'fIDLr.'C,Itg..,-4l';J Ire.',.",L,.(.�,,,r.;i�r,Ti.,,tlrf,,�,#4L?,1, 6. MMK�memgErp.n4l.t,f,A,tc,r',m-,,n?tLa.?,ci,""Arl.tif"6.,I 7 M"MUMEME�ELIMMTANOEIPC-EL',SSIAW�,�:XCL,O(RS�IIX,A],F�,�'.t` IVOL� 414100TWAIOA- FIN NK�k WALL IIIHISHES '.it WILL IIE VKlf D TO 1/4' MAX OR S4A(L BE V4VIFILE- fAY OTHERS To AE*QLAir(I TRANSFER LCULDS TO II, STRUCIPURI " I - i.:iLrtE AlICHOM NOTED HEMIN 'ti-IALL 1,17 EMINEUX-0 TO M-CUMD COWNETE 13,11 f I ,q,IFIeF 111617111G 5TPICTVRE IS WOOD FrAhll%, EXIS-TINGOCINDIT1006 MAY V44IN 1TP� , PILIO, PIAT r451­1,111EFIF AIRE, INTOADCWATE WIX01) FRAMING NIPPIDERS. 140T PLYWOOP , I,- r I, I, i W, 1`1 Y,VCxX [',, ACCoPTABLIL �AC( FOR !�WE CLQ�,Ulif PItCEE '.I tooiC IT I%11 CAS FA,STFN TO) ritAiLROW FACE 1­ �, 11 �l "PAMINC, 'Al,'I'lil! R'411 I Ill ' : I I ' ,. "' 1 rRJf 01Al' "I � 4' THIN W t'j-'y'EP S11-1 , ', I t IL t � I ,Tj0,t_j �I, & JI-1,,rl I .0AMIN01 I'00'4r 1LO -.4.1t 1P -',. " 'n .Lh P.',l ),. "Uf., I, I- 1,,�N.-,J' '! I o 1 ." � I . L YAM'. . 14 � :10 � 1. , 'K , I N I - I It, Mil - " I I It. I I I "I 1:11 It ., 0I '-. 7 'M4 10,11 I— I 7'PI N"4,,IL111 Nk ILP f1TiI!!.r:­ �­­ lil#: �!�lf ,,NL,.,F.jR At%Q ft4f -tAi� ' �: -iL1 A"-':', KAD, !HIJIM., IOLA.'), Lit W�I-T-R HEAL, it-IDLYWAILA 6LIL'I&I Nlu Ill MININKPI14 EMBIPOMENT AND Ef<.1, rjK.TAW.E EXCLUOM SJIXal OkIWIl6ft WALI.rJNTSH , 1 4FNgg§ DESIGINXII AK40R 02,NDIIIJOINI. 04 ARE NDT WtiPrAtILIF JSil,- IV * O1I9IICI-CKprFoN<,(MFNtHTX)W, L15 LINEAR INITF(IFICKATICINJIN N117T rllRM7rTItC1 FOR U-SeWITH THE oqYCiltt. i. HFr.isi F.,s ,j,tTEI Tills SFIEET FOLD UP WEATHER RESISTIVE BARRIER -WEATHER RESISTIVE WINDOW UNIT TEMPORARILY SECURE BARRIER FLASHING REQUIREMENTS DOOR ROUGH OPENING C WEATHER SLOPE HESISITIVE CU (1) 0.3 in 12.0 In R703.1 General Exterior walls shall provide the. building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER C- WOOD FRAME CONSTR TAPE - EXTERIOR SELF -ADHERED FLASH 1 Ncq**,.�'�`:�'., 1 (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4, (Z) :V4'- 11' BEAD OF CONSTR. SHEATHING HY LAPPING DOWN ADHESIVE TO BEAPPI IED UNDFR SELF -ADHERED FLASHING Qa CL C= 0 ()W H RIM JOIST AND UTHRESHOLD OF DOOR AND 0 - WALL BY 6 XTERIOR IN, RETURN UP JAMB 6". USE LIQUID ER703.1.1 Water resistance. The exterior wall envelope siall be desil.,ned and constructed in a manner that prevents the accumulation of water -10 NAIL BRAND OR EUUAL WEA I HEN • within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703-2 and a means of 0.) -+-.A PROOF CAULKING 7-1 ----CFMT. FIV • WEATHER ;ELF -ADHERED Fl ASHING BUILDING PAPER draining to the !xtei icit oCT3 .ater that penetrates the exterior cladding. - Cl) RESISITIVE 70 0 -0 -0 BARRIER 0 - SEAL TOPS OF JOISTS 0 - WIRE LATH R703 -2 Water ! esistive barrier. One layer of No. 15 asphalt felt. free, from holes and breaks, complying with ASTIVI 0226 for Type 1 felt or other UNDER DECKING • 0 0 !SEE DETAIL WP07 SLIBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, C OUL SELF -ADHERED FLASHING 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 (Z 0 C,0 HEAD FLASHING TIE approved materials shall be installed in accordance with the water -resistive barrier manufacturer's Installation Instructions The No 15 asphalt 0 > -IN INSTRUXTION& felt or other c)pproved %vater-resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building E a) 2 1 CLA, fold up & temporarily secure weather RIM JOIST L_ _,-, 111- resistive hamei abcve header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703 1 T CL THESE DETAILS ARE GENERIC AND Cl flashing inst3llation C_ CU C_ MEANT TO SHOW GENERAL FLASHING 2 Sell -adhered flashing plus head flashing under R703 7 3 Wato:­resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based Cf) AND WATERPROOFING METHODS TO weather resistive barrier sheathing , sN i Include a water -resistive vapor -permeable barrier with a perfoiniance at least equivalent to two layers of Grade D pap BE USED. er- The 3. Fold weather resistive barrier back over head 02 layers layshall be installed Independently such that each layer provides a separate continuous plane and any flashing (installed in flashing and seal with tape 4) accordance wit,i Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF-ADHEREL) FLASHING SELF -ADHERED FLASHING FLANGED WINDOW Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIOR DOOR WITH DECK - SECTION A WP02 [EMT. FINISH SILL: POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-ininute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY rASTEN ir RUBBERIZED ASPHALT substantially nonwater -absorbing layer or designed drainage space EXTERIOR SHEATHING RUBBERIZED EXTERIOW'jillATHING 314"-1" BEAD OF CC NSTR_ INS I ALL SELF NEEDEDIN CORNERS ASPHALT ADHESIVE ADHE�SIVF ADHESIVE TO BE A:IPLIED UNDER A - THROUGH SELF -ADHERED ADHt FL SHINGJAM��&HIAD R703 4 Flashing. Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT 'I HPFSH(-)(-D OF DOOR AND RETURN fLASHING. SEE FLASHING 'SELF ADHERED FLASHING shingle-fashio or in accordance with the manufacturer' PLASTER s Instructions Metal flashing shall be corrosion resistant Fluid -applied membranes UPJAMB 6" US� LI )UID NAIL BRAND FLANGEDWINDOW 12 MIL DRYLOK CMLJ - MASONRY 81,OCK (SEE DETAIL WPO 1) OR EQUAL WEATI fi. R PROOF CAULKING used as flashit y shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a mariner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL RELEASE PAPER COMPATICILITY Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING -•1) SEALANT AT SELFADHERED FLASHING. ! �� (e£aoREFOLaec�.scoRE the building wail with a sealant complying with AAMA t300 or ASTM C920 Class 25 Grade NS or greater for proper )Dint expansion and 4) SEALANTJOINT RELEASE PAPER TO EXPOSE WINDOW BUCK TO rXTEND A MINIMUM 6" ADHESNE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY VERTICALLY FROM WINDOW BUCK BOTTOM OF flashing in exterior walls shall comply with AAMA 714- The fiashing shall extend to the surface of the exterior wall finish. Approved flashing.5 2) SEALANT JOINI THRESHOLD shall be installed at the following locations: tee„ 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DET �IL WPW) AND Ex TEND TO -WINI)OW I PAW- 1, 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703 2 for subsequent drainage Mechanically attached flexible flashings 6) 1 UOLLU SEALANT REQUIREMENTS PER CODE shall comply with AAMA 712. Flashing at exterior window and door open ngs shall be installed in accordance with one or more of the BEAD BRIDGING 2 follow:-Ig CLADDING AND WINDOW FRAME SELF-ADHEREDUL1-HING 5 1.1 The leriestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T NAILING FLANGE WINDOW BUCK ALL THE WAY manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are AROUND, INCLUDING SILL. j C, m-t provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or b2 SEAL TOPS OF J.)ISTS %6) sioped in Such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 00 NOT FLASH OVER I---- - BOTTOM NAILING 8 UNDER DECKIN( r7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides F I ANrF (SEF DL TAIL WP)7) 1.2 1.2. In a--ordance with the flashing design or method of a registered design professional. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In a� �orclance with other approved wethods FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER WP06 1.4 In accordance with FMAjAAMA 100, �MA/ AAMA 200, FMA/WDMA 250, FMA/AAMAi WDIVIA 300 or FMAIAAMA[WDMA 400. 2. 2.At the intersection of chimneys or other masonry Construction with frame or stucco walls, with projecting lips on both sides under stucco copings Ground __41111 3.3.Undet and at the ends of masonry, wood or r-retal copings and sills. SHEATHING 4.4.Continuously above all projecting wood trim 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At �. j1i and roof intersections. > 7. 7.At built-in gutters. ............... Water Resistant Barrier JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING A SFLF-A%DHERED FLASHING APPROVED HOUSEWRAP PATCH Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRUCTALATH TWIN TRACK 2.5 Stuc 3/4" CEMENT PLASTER co FLASHING AND WATERPROOFING METHODS TO BE USED. 12 MIL (min) DRYLOK EXTREME A tual Review Assist, I c APPROVED FLASHING TAPE DOUBLE . -113 and pproved 'V* SEALANT SOCKET WITH r\ JOIST T . Md 2020 Ith Edition TOOLED APPROVED SEALANT SINGLE 7/8" Cement Piaster for comptiance With the talir P 300 in accordance with JOIST WOOD BEAM Foundation WWI 'TMC9'1(' mg all BELOW `1-SELF-ADHERED FLASHING A.c-) in accordance with Cr SELF -ADHERE[ FLASHING A. ASI-MC926 �1­ I Fell backed metal 4 2 Felt backed metal lathe in accordance 3" MIN will) ASTIVIC1063 SELF - ADHERED -ADHERED (�4 lathe in accordance FLASHING FLASHING /--,\ with ASTIVIC1063 2 Building Paper Building Paper 7116- O.SB. stie�.Ahing J/16" O.S.B. s SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING Metal sheathing - CORNFR FOUNDATION WEEP SCREED t EXTRUDED SI 100 DER DECK JOIST WP07 OU rSIDf WP08 WP09 Flashing Vv. Wee.) Screed CU Installed As Pei, Al ELF ADHERED FLASHING 2x FRAMEWALL Mantilact. Specs. , S1 RIP OF SAI: LEGEND Maintain I Stampede oi- similar (3) PRODUCTSD ETA I L V TILE FINISH SLU AL)t;; 1); i-ASHING(SAF) Butto-n of Cauk bottom DRAINAGE PLANE WRB (1) < DRAJNAUt PLANL (UP) WEATHER RESISTANT Weep Screed joint only - Lli BARRIER (WRB) 1 1/2" to 2" C U) BOND BREAK WRB BOND BREAK WEATHER RESIS TANI BARRIER- Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 112" DUROCK > SELF FURRING (SF) LATH Above Roof 120 PLASTER ACCESSORY Sheathing Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) < SF LATH SHEATHING, PLYWOOD, DENSGLASS 1777�� -------------- Manufact. Specs 1'-4" PER PLAN > Detail Instructions WRAP DP WRB ONTO 1 1-0" P Nr I �\ 112" Cementitious PER PLAN THE VERTICAL 0 Decorative Finish Refer to the number marked in each detail that corresponds to the CM # as 0 e SURFACE TO TOP OF Cement Plaster nurribeied Items in the list of instructions below: e FLANGE AS AN AIR in accordanc BARRIER with ASTIT,,.,)(� -\J All inside and CL 1 Install self -adhered flashing in order as shown by numbers SLOPE U 3-lf2"INCH FLANGE OVE11 woot: Outside coiner will 8"CIVIL) -- ­­ < .20 floor need to be miter 2. Install flashing and weather- resistive ban iei to foam water shedding P-1 -4-0 laps 4" OR 8CMU cut and caulked all (PER SEAT DEPTH) butt joints need to 0 3. Self -adhered flashing can be substituted for building paper Z Z STRUCTURAL_ FRAMING =3 4. Split the release paper using the ripcord (Split release on demand. FILL WITH GROUT EL < becaulked using STRUCTUFLAL SHEATHIWA ";tarnpede or Sim embedded in we adhesive layer) - for ease of installation and to• THIS GAP IS A RESULT OF caulk for all 0 ULI UJI PIASTER STOP --,- minimize scoring cuts 0- NATURAL SHRINKAGE. SI RIP Of SAf DO NOT SEAL. 5. Remove all release paper per standard installation instructions and U) CONTINUOUS BACKER ORAINA03E PLANE WRB U LU BREAK WRB 0 LU ROD & SEALANT adhere to substrate using a square piece of flashing matey ial (6" x 6" DRIP SCREED PLASTIC __1 I ACCESSORY Minimum) SLOPED MUD BED cc UJ 6. Fold as shown by arrows Cr SF LATH 4111" 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 0A 'r q Note: U) A. Mechanically fasten as necessaryr-_-_ __ 1'. "'. I- (Z ,,LOP E The building paper and metal lath must be UJ Cement installed over the top of the weep screed. PLAST ERSTOP Plaster rrwTINI-JOUS BACKER ROD A Iovet black 4 1 St floor & SEALANT Z CLMENTITIOLIS FINISH < _J CL SHEET NO. WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER WP 11 WP10 SCALE: NOT 10SCALF WP1 so 0 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED -----` 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 1 1—nip TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED ---------- HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS — STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN to 11-011 0 HEAD WALL Em STUCCO ON FRAME - 7/8' 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED - WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL \ ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"­­_ V' 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 REQUIREMENTS6-1 R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A (D WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE \ TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. L V WALL FLASHING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED O O i L FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O 2 FIBER CEMENT SIDING PER ELEVATIONS— WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C (u �- PER ELEVATIONS WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO '"' O N � V +r WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 U (u SHINGLE WATER ' SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C 20 L O RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 Q C 0 OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 0 Li- CO TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O N STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� 'p O JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn O +-Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE .� 402 cu cL FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I-- -0 .0 to Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS \ SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE ' co STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A TURN UP WALL MIN 8" UNDERLAYMENT Z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE _Z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING HOOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION 4703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE "v �r BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `'' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER Jam-. ' 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 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE R F T WALL -SHINGLE TO S I D I N W P 12 W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. 3" 1 1-011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 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: 00 00 STARTER STRIP STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT 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 \ RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER INSTRUCTIONS AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A CO STANDING SEAM METAL `r cO REGISTERED DESIGN PROFESSIONAL. Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY! CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH ROOF UNDERLAYMENT TO PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. } TURN UP WALL MIN 8" 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL 4 ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. t. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. i 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ROOF TO WALL -STANDING SEA F TO SIDING W P 14 1311= W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. , 11 C!� 1U� 21 ZO a) 0 � Virtual Review Assist. Inc. Plans Review completed and approvedd with the 2020 FBC 7th Edition cu > for compliance by Debra Anne Klahr pX2300 i 0_ o 0 U L 0 0 CD C/) co co w z z a SHEET NO. WR 2x0 ■. STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---_.._` WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN-� 3"=1'-0" It= 1 1-011 WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED------:. WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL --- IN PT 1X BLOCKING Is IN Is IN COUNTER FLASHING IN IN 00 PAN FLASHING 6" MIN----` ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"—� CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS-----._, 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS YMENT LE OVER E =ATH I NG E 'ASCIA ERED WRB TO OVER WRB ON .OW 0 BRAKE METAL WRAP ,KER ROD ANT J' MOULDING BRAKE METAL )N FRAME - 7/8" 4ND FINISH STUCCO -URRING LATH ON 2- f WATER RESISTIVE COMPLYING WITH 56, TYPE 1 (TYP) :ATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. U) > � i j WALL SHEATHING PER PLAN N O �-a. � WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L L ; -0 SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O OL FIBER CEMENT SIDING BARRIER OVER FLASHING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE �_ Ri -0PER ELEVATIONS .r.r EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO -p3 U CL) STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C O Ca cn SHINGLE WATER RESISTIVE W -r3 O BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O — .2 105 HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O C O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O L.L FLASHING EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O }' `*- CC HOLD 1/4" AIR GAP tu BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O COUNTER FLASHING E FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED (n Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE s O � � Q LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F— -0 FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING— PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. IN CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE IN 00 PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED IN CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN \ R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - BARREL TILE T4 SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 16 �of=1 I-O�� W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. I WP 18 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ■ � 3 �J Virtual Review Assist, Inc. roved comPieted and aPp Q Plans Review (n tot compliance with hemahl P%2300 Edition — by Debra An � (u 0 0 U a o cu cu w cn Z Z J a 0 SHEET NO. WP 211