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HomeMy WebLinkAbout6207 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC - CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING IRS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I FA]= STAIR CALL OUT HEIGHT OF 70 STEP DOWN A = FOOTING CALL OUT - SEE FOOTING STEP DOWN J CALLOUT SCHEDULE ARROW SHOWS O= KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 CD= PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 < ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 <Al5 2 ' ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13F----SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER ;SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L N NARSM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1STAND 2ND FLOOR PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 FRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS Virtual Review Assist, Inc. Plans Review completed and approved Icr compliance with the 2020 FRO 7th Edition by Debra Anne Mahr P 2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. + v i Dc). a g g S® 3 g a A A � AR kL to ,F > 0N n` O;N o U Nor CO 0 v N U a Mtn V Q �,� M A, : 0 L M - o o �,o a Q t v0 �Lo w i W L p � a t ,U 0 Ld ¢ LU uj LU LLI zLU I-QW2J WeoW�J¢ z CD X o0LLUW °�� dz,ZQ U D ozm� oLowoomZ= CUJLo LUz ¢ oQ o o�¢� O O z N Uj O F_ 0 M O co r- Q 0 _j � LL ti L0 F- W IZ co W a 2 T_ Z U Z W WQ J O O 0 N Lo LO'It I Cr 00 c) O O a� L 0 0 0 N N N f� d' N N O o O o CO O O � 6 r (0 W O O O r r r r N N N N N O O O O O O O N C` N N N N N s: O O - tt') 00 M '- o N CDr CDM r N i i � O O O G� Oi CD O r r O O C 0 O O O O O O O A/ Z I.V U z g O O a �-00 z wo Q N 00 M :N CS LAST PLOT DATE Mar. 26, 23 z - 0 - _1 oW. Uj ono �Q Ewa LU m0Z �-z Z Z I W U)Zz T ¢ n COVER SHEET z z w M N O OU 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 p = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) , (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE 0 SINK - KITCHEN D REF 0 WASHER W/H T UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. FCj PAD 24" x 3P" x 16" #5s 6" O.C. EA. WAY Itirtual Review Assist, Inc. P�an5 lReview cornpleted and approved >� . ,n lia,�ce with the 2020 E E 7th Edition 1-iy Debi ra Anne Klahr PX2300 FOUNDATION PLAN- ELEVATION B 1 /4" = 11_01 M N O N 0 ?L CD e m m Q A �505 z W O w , � 1j- _ o w 0 z ^N, N E o W L 'i'0 q CO. } tN V Q D 4u, rn M �} moo 2g u- ,,, ° Q 4 .VNIt Q# Lu N iO '_6 in W w w�¢ a J o a LL Z❑ LLJ L.L Q Q U J Q� w w u Q O <OX ZLaiLL0-z20 O J O f-Q~ I— p 0un0faOZOw00mZZcai WwawcnwwwV5ww<p � FovO ¢0- w�OQ �<LL Ow r 0Z OQ C) =O ¢ Q¢ O O z LLJ O� O 0 F.:M Q ) co � LL F-0Y0-M 00 zU� W J O O i N M? M O N O 04 O N I` 4+ 4 (\J r' r r O N;' Ca` N O O O O O a0 r O CO r Mi r, O N O N O N r N r N O N O: C! O CV O N O N O N O N CA N 00 O LO o0 O M r r N CD M OO O O r r 0 0 o U N 0 0 0 O M O O O 6 O LO qzll r N d LO* 11-- c Z Z O W _ O W � (n W C) � 0 Uo�a O=Q a- �2 zw�- F-� r� �MOZ f=�=Z V Z J m Z w Z Z Co w O_ z 0 Q U IL U)Zz Z ~a • Z U Ou 0 a m lz Q z A 1 Z w J M N ui O N r LAST PLOT: DATE Mar. 9, 23 11 Z O FOUNDATION J PLAN B A S3 7 DRAIN — SHWR HD & VALVE 8'-9 3/4" SH25 H D AT T-4" EGRESS OWNER'S SUITE 13'-0" X 15-11" 8'-8" CLG T-4 3/4" 1. 5'-6" IwQ YCL OWNER'S — 2868 BATH GG rn, 30'-0" 13'-3 1 /4" D S3 , S 00 1/2" 'Ln ti 5068 SGD 00 M 0 BRG WALL T-11 " LIVING ROOM BRG 15'-2" X 16'-3" WALL 8'-8" CLG 0 N 4'-6" L 14'-2" 1'-2" NOTE: PROVIDE 1/2" PLYWOOD 2'-0" DRAFT STOP IN FLOOR X8 WA L TRUSS SYSTEM FOR A MAX. AREA OF 1000 S.F. (PER FBC R302.12) TILE KITCHEN 2 6KNEECo --------- 9'-7" X 14'-2" wA TOP"' AT 3 1/2" REF 8'-8" CL - 11 II II N BRG II II WALL " " CAFE ---rRANGE W/ - 8'-6" X 14'-2" 003 HOOD F-�W a=� 8'-8" CLG U F- - 0 11(00 II ih " u cC°o LIN. qA7 2 ii N 1 N DW PLUMB STACK A3 o WALL ao 7 5/8" „ Ln 3 -4 3/4 3 -7 1 -11 5 -8 2'-10 2 -2 4 -10 0 3'-6" W.I.C. co TILITY Ix i DRYER VENT 00 N 00 N PANTRY , ' HANSEN D 4 A7 i0 PWDR BOX W/S AT GG C LO BATH 6" WALL 60" AFF �CN40 S3 o d 1 ----� HU 2868 1 S & R 3W/HN 4" INSULATED WALL r22"x36" PROTECTIVE ( ATTIC BOLLARD LACCESS j TWO CAR GARAGE 19'-3" X 20'-0" 2'-3" 16070 16'-0" 20'-6" WALL — 20 MIN FIRE 00 LINE OF RATED DR N FLOOR P C1 W/ WEATHER ABV STRIP (3) 2X4 B.U.0 W/ HTT4 A TBTM & 4" INSULATED MTS20BRG. AT TOP M03 WALL 42" H. SLOPED 6 CC LOW -- -- S3 WALL 5 CPT. 4 1 0 D ILE FOYER -- -- 3 S3 1 2 I UP i � i 1 --- — EA 1 TIE BM I( 0 13 0 13 0 AT 10-0 00 SH 1/2 35 = o H D AT T-0" M 7 5/8" N Ln U) Q ❑ 0 N 7 5/8" w Co 3 1/2" TEMP. GLASS b 00 v P: ¢ I o m 3'-11" 1'_ " ENTR Q i le4 =1 A It v — NOTE: SEE SHEET S-11, S-12 4'-4" 1'-4" 2'-6" 1'-4" '2382' FOR LINTEL CALLOUTS &DETAILS 0o m� LLI H Q TIE BM TIE BM AT 10'-0" AT 10'-0" �bo m00 W 1- Q 30'-0" 2'-3" FIRST FLOOR PLAN- ELEVATION B 1 /4" = 1'-0„ 0 00 LO 3 A3 OTE: ROVIDE NSULATI( ALLS AC O ATTIC NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDING RIM JOIST FLOOR AS! 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 B �./ 1 /4„ = 1'-0" 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 450 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 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL gl = 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) 1-1 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. 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 BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 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) APB 0 8 223 \/V\ Virtual Review Assist, In( Plians Riview completed and al tur conplianoe with the 2020 EBE 7th Edition by Debra Anne KIahr EX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 M N O x' ;-: gq }} p d v. '�J+�yF pF 9 0 00 S 0 o g@ w - fl� O w ❑ z `0 8 U M `q v N U � y 0 2 '0 o �� O l :o 9 Q t �C)� �* •nN` W U w QN � E � L � ,9) 0 °a (D LU Uw� W Uj Lu o - 91.- z zwW~Q W2_j WLL w OW m U 0O ¢CXJNLL� 0 Q - Q UH ZLL�z20 OcnW0�00mzz Od% Z00d ZYoLLw�3 F_ FU_ Z (00 ZQwOgHZWw ILL � =O oQZ9¢ Q OQ . LL ¢ 1, O Z CV OW_ F- U) =J 0 Q M U) CM tf �U)LL_ ti N� C� M_ 00z C) W J 0 0 N N. M N M N o. O o ti N � � �d- N N ' CD, o O 0 0 O Ni O N o N 0 N 0 N N N M N 4 W Co ' 0 -r-- & M O M T-- T- N 1 O M 6 OO CD 0 o o 0 0 o 1 NU-) 2 j o 0 N 0 M 0� 0L,n 000 ti 0 � Z Z —z0 W ow(n U ~ 0 U0 (—O3:< LO 0 Cr_ LU w�W Z �000Z TZ (D0�-j z i'2z° Z Z � �• Lu 2 Og2z U�zU) O z �a0 U OU O Q J 11 z A2 z J W M 04 OO V— LAST PLOT DATE > Mar. 9, 23 Z 0 1ST & 2ND FLOOR J ; PLAN B STAIR SECTION 1 /2„ = 1'-011 SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 ti RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL 10" (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING Wi EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE CENTERED W/ (13) 10d NAIL 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 O z w w 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 Virtual, Review Assist. Inc. p ,Ins Review completed and approved for ccmp€,Ian€.e with the 2020 FOG 7th Edition by Debra Anne Kuhr PX2300 M N O N {.M1 c co M1 r� G eviz LO L)o 000 LO ("n tx e § § a � B 0 AR v 3.1 w C y� Y Nw�/ LL 0 z a E 0 L� W L 0 Q M Gi " M � 7 } co in V -0C �_ f -MC L L om D � ` o O r� 0 LL o W Q s gip° LU •r^N1 V CQCN W L Q C CO Q W Q W W W zof ~q-jNWO4W z W 2 a�2 �oOLeo ����Q Q Q I-- Q�XJZ�LL0z20-— CWHOomoomof Zz U n�iZF- n.WWLWaa L��maZ aoWWzQQ�I �pp 0WQ? Q0 Z QaLL LL a o Q LL O O z N OUj z M O Q U) M � qq- LL z < W < U? I— cr) co zv� w � LU J0 0 J N N N N N N rl� 41 4 CV r r O N ca N O 000 O co r O Cfl r O() r O N O N O N r N r N O CV i O N n O N i O N i O N O N O N O N c0 O Lid r 00 Q M r O O c 4 O r Q O O O r O r 00 NLo ; o 0 0 0 IT, Q Q 0 r N M Ln Cfl I` LO 00 Z Z O _ O}' w ow( C) O vo�Q F—O a LLJ Z �m0Z =E-=z Z J 2 z = L� Z z (� W O—j2z O Ua- ZU) Z map Z U v g Qo Co Z a z z w M N W O 0 qr-- LAST PLOT DATE Mar, 9, 23 Z O 6ETAILS J f C y� F 30'-0" PTPrr-G SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /4„ = 1'-011 v 1 M CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A �1P ¢ U U U U U U E A U=106�# U-106�# A6G DROPPED FLAT TOPS OF A5 HIPS FOR FRAMING (GIRDER NOT DROPPED) N A4 A3 Nz BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ¢ ATTIC ACCESS A1A AHU Al Al A3 DROPPED FLAT TOPS OF A4 HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 U-1006 # 7 r A7 r C3 EJ7A 4 r 0 U r ¢ ¢ ¢ U U U 6-0" 12'-0" '-2 1/2" 7 7/8" U CGE 19'-10 3/8" 10'-1 5/8" I I I SECOND FLOOR -ROOF FRAMING PLAN- ELEVATION B 1 /411 = 1'-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HEEL= 4 1/16" PLUMB 12" CJ1A CJ3A N CJ5A N i; I 911 N C:) 12 bit 12 2X4 HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF 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 CARR` 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 22 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 PPE 7th Edition by Debra Anne Klahr PX2300 ATTIENTION DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULT E 30' Span or less 60 degrees or less I 1/2 I 2/3 to 1/2 Tag line r span approx. Tag line r span approx. REFER TO BCSI -'131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 1ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-61 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 F'HC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. These trusses have been reviewed to carry an additional 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF" DESIGNED FOR HINGLFE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 0 LOAD# DESCRIPTION INIT. DATE R/01 created from 7A2 2386B A.S. 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 RB01 REMOVE SCAB FROM B2 JRH 9/5/18 RC01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/18/2021 -� CARPENTER —� CONTRACTORS -- OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOME'S CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE AnSn DATE 2 16 2017 LAN# SCALE N333525R 1 4 E'=1' N Cn Cn r �� co � e e � A �'B 1 8+2 �a � ¢ Z Cw O w a z Q mL- n` N E o ` ' 0 00 N 6 co, Co T �� N N V O M E = M � O 2 2 o .F o 0 rn •� O U o o Q •NV sWd°Q< Q N cal QQ M 0 E� i/) ( C w a w ji Lu X�J OTYZG_' � (� W Q V Q w~Q Q�� J�O�XU)U_U0U_ <aX Z�LL0z20aE-¢~ Z 0 C °CoofH 0200ooZz _,Ua�zY0ZzLL0 a cn 0 Z ¢~W°���—�W6�Ua< 00ILL �¢ Q ❑<QLL O O zw O� S2 =) ti 00 0 1.-7 or) Q � M lt7 2r�CL �ti I—WM 0— z> O Z U LUz� W O �o mi N N N N N N N d � d- T- � O N O N O O O O c6 O O(0 W O O O r O O O O O O O 6 00 6 O O M 1 N O M OO 4- r CQ O CD O O 0 Cfl 0 N'^, j 0 0 0 0 0 0 0 �i CV M -4 Cfl i� LO qql Cr z z z0 ow _LLJ Ov0I�F- W� _n-0 O �- °wL� zI­- t� co 0 �=nn�=z V Z J �2zIX CLzzw w 0.5 z �(� -(5 UU)Z� z �Qo Se LL . Z U U 0 _o W Z ¢ z W M N W O 0 LAST PLOT DATE Mar, 9, 23 41 Z O 2ND FLOOR ROOF .J FRAMING PLAN B II 1 1j 1 — — _ — - — __ - — _ - — _ _ - i..i T i. it 'i.i 1, ri' 111 111, 11,11.1 9I Yi llt:U r7.1u.�, r,1j .01: ��I I I IIII i--l- I IT. _..- — r - I ROOF FINISH PER ELEVATION 12 —15 ROOF SHEATHING MANUFACTURED ROOF TRUSS F--MTL DRIP EDGE �2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 3/4 - 11-011 ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS ° MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 3/411- 11-011 CV to o N N CV 1'-4" 2" 2" FALSE FOAM LOUVER DETAIL TYP 8 6" 1 1 4" 4" GV (V O - 00 T O - 00 r EPS 04 FOAM iv BRACKET DETAIL 9 NOT USED 10 3/4W-1 1-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (V 0 O 0 0 8" 1'-0" LEDGER DETAIL 11 3/411- 1 9-011 CASING BEAD 7/8" STUCCO WITH WEEP 4" STUCCO OVER FRAME SCREED OVER BAND FLASHING 8 A5 WEEP SCREED— 5� f= -1 V o W N = z_ 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- FRONT ELEVATION B 1 /4„ = 1'-011 `--GRADE LINE 8 REAR ELEVATION B 1 /811 = 1'-011 1'-0" 12 5� A/C UNIT AND PAD-­,2'4" 16-8" SHINGLE ROOF 1'-0. Iice 1 12 16-8" �-7/8" STUCCO - ELEV AT 18'-0" T.O.P. —CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 10'4" 2ND FLOOR FF _ ELEV AT 8'-8" T.O. M. WEEP SCREED ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" OVER FRAME 2ND FLOOR FF - CONTROL JOINT - - CONTROL JOINT - ELEV AT 8'-8" T.O.M. AV �-5/8" STUCCO 2'-0" OVER - MID WALL A/C UNIT MASONRY WEEP SCREED C° ® AND PAD ELEV AT 0'-0" 1 ST FLOOR FF RIGHT ELEVATION B GRADE LINE 1 /8„ = 1'-0„ 12 _11 O 12'-0" L 11 11 13'-4" 12'-0" o w - 7/8" STUCCO N = OVER FRAME z - - - - CONTROL JOINT ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. \JF —MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" 1ST FLOOR FF 18'-8" o w Cl) N 2 ' il— z% irl ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. �-5/8" STUCCO OVER LMID WALL MASONRY WEEP SCREED ELEV AT U-0" 1ST FLOOR FF GRADE LINE LEFT ELEVATION B 1 /811 = 1'-011 ELEV AT U-0" 1ST FLOOR FF 15'-9" 2 VRA °iirtual Review Assist, Inc. P!ags Review completed and approved (cr connp nce with the 2020 FOC 7th Edition by Debra Anne Klahr FX2300 T-4" 11 6'-11" 0 SLOPE I 5:12 I SCOPE 5:12 W 0- 0 C\1 J 7 rn u) W ON J 7 U)Lo T-0" RIDGE VENT SLR 5:12 i 10'-0" RIDGE VENT -------- I I I a ISLOPE SLOPE o Nr 5:12 5:12 RIDGE VENT i _J I SLOPE SLOPE 5:12 5:12 1 _p I — I `o 1'-0'" ROOF PLAN B 1 /811 = 1 1-011 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) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALL. 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 =1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT M N 0 N ,. � co LO 'y 0 ° Q O W - o z Q to N LO W L 'L � o U Vi -0 '_ 2 M 7 ACC, W E =,` :E Mo 9:o 2 .0V/ MINE rn�rn O U Q L Oo E� CL W W W ui Lu~ W J ui ui2�OZD: x0� �QO��Qu-000�0 Q F- 0 ,9OZO2OOoo0ZZ Lu U C1 O O U) 0 Z �Oa�zYOZz�pW�a �Q OW <0Lu �H� QED < oQ o 0 oQZ� �QLL • O Z W O� 0 Q F-: cM O U) M LO � ti co 00 U Z H W W J O mco O N N N N t` N 4 N 4 N r V- 0 0 r CD O f G O o 00 � Oco 00 0 0 0 0 N 0 N 0 N 0 N 0 N 0 N 0 N O o0 to 00 A O O c 0 0 CD 0 CD 0 •L N,A LL) ; 0 0 c�i 0 cri O 4 O Sri O co CD r_: r- ' CO �_ Z ZLD Z O � uj oWin 0 Uo-o �o Q a LU ~ Z Q �mOZ (=i­-=Z v O 3 J Z �Mzx C� w < Oa V nW O z z Z z �Qo U :5 U Oo W Of Z Q Z z W J W co N O � . . LAST PLO DATE Mar. 9, 23 F z 4-0 EXTERIOR ELEVATIONS B & ROOF PLAN I --T--_ I I 1 I- ELEC METER FIRST FLOOR ELECTRICAL PLAN B SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0" '\� 1 /4" = 1'-0" I Imm r1C mr%nlr ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. \/RA Virtual Review Assist, In Plans Review completed and approved hot cofnphaoe wi'di the 20279 FBC 7tn Edition y f:ehra Anne, jahr PX213UO? ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 19 SWITCH--° 4 1/2" DOORJAMB DUPLEX 19 OUTLET ih TRIM o 0 BASE E IMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL C? $CSMOKE NN DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE Sw STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE �B} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4� " 50W PAR30 NFL 6WHITE BAFFLE USED IF C APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP -D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF, 24 � 24" VANITY LIGHTING F6_= 36 :cm� 36" VANITY LIGHTING 48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT Cho EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) if MASTER STATION ELEC PANEL VACUM OUTLET AT 12" RA CEILING RETURN AIR ® A/C REGISTER C THERMOSTAT © SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. c4 N 0 N ) ' Ln 0 LO a Q 001r'G5 a z W =,4 w z Q /N > LO b � o W L '= 'O q U 0 M 0 y 00 {n M tN O O m `0 a W L L mm ` OO C �= O O O Q i U o Q — .N �_ a #� V w s?� W L. 0 E a LU (�' w �LLI uLU mj woH w�LU ¢ m�� x¢~zo-' Z JO Q Q V Q�� =ax J�O���wUOwO zW OZ20� -Q~ 0 w w- w-� C/)LIJ ZO200mZ=) cn 0- <5Iw m mQ W z AIL _jQQpwq�zwZOw�Da. Q~pw 2 �w232U Q Occ o m cyzg¢ L Q O a w O O ZW Off_ W Z ti O 0 M O Q w CO W - ti O } Q Q Z U F— Z W w� J N N N N N N 1 ti 4 I 1 4 � O N �0 N O O O O o 00 O r O (o r W r O N O N O N �- N r N O O O O O O O N "O U� r O O A r r N O M 4 O r O 6 CDr 6 6 r 0 0 6O o �> o 'o 0 M 0 IT 0 0 0 r i:N I lf) (fl ti LO 00 �^ VJ _ Z Z O owv) O-� _ W0�' W O U0�Q 0WW� LZW~L:- m O Z �z w 2 Z W �ZzLL LU O�2z �• < UWZz Z �QO r . Z U g ov 0 W � Z Q z z w _j N Wce) O 04 ,r-- LAST PLOT DATE Mar. 9, 23 z 0 1 ST & 2ND FLOOR � J ELECTRICAL PLAN B T - _ - TITTT-I!Ti Il 1 1--- - -- 1 1 1" FILLER N O zo \ / I " FILLER 1 KITCHEN 1 /2" = 1'-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 00 // \\ KNEE SPACE 2'-9" 2'-6" T-0" -2 1/2" FILLER 2" FILLER 5 OWNERIS�BATH 1/2 —1-0 M f co - ih N 00 00 - 00 00 O N Cl) Cl) FOOTING SIZES AND RE -BAR UNIT'2382 - B, L & M'- BUILDING SECTION 3/1611= 1'-011 1 1/2" FILLER SHWR HD T PRE-FAB SHOWER PER BUILDER VALVE 4'-11 " 1i I Z I_-1w rni11I_-L_ 1 1/2" ENU PANEL 2 KITCHEN ISLAND 1 /2 — 1 -0 6 OWNER'S BATH 1/211= 11-011 12 HOLLYWOOD STRIP LIGHTS 0? T W. 30" HIGH MIRROR N 4" /---BACKSPLASH 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER S5E5 AT 'INGS) JWN FION It 0 M ELEV AT 18'-0" T.O.P. ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLR FF 2X6 KN WALL 1 34 1/2" 3 KITCHEN„ 1/2 —1-0 2'-9 1/2" I. T-4 1/2" 8 BATH #2 1 /2" = 1'-0" FOOTING SIZES AND RE -BAR a7 WIRE SHELF 9 r "HANSEN" 220 VOLT BOX pal 14 1/2" X 16" DRYER VENT RECESS I? I I I I M I I I I I I I I I I I I I I I I U I I I I 4 UTILITY 1/2 UNIT '2382 - B, L & M' FRONT SECTION 3/1611 = 1'-011 APR 0 8 202 Virtual Review Assist, Inc. Plans Rsvicw completed and approved for compliance with the 2020 FBC 7th Edition by Bel ra Anne Viahr EX2360 _ ELEV AT 18'-0" OIL T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF Cl) N co s .. Op,ylll LO 0000 f' LO x e ' Aki. ems. W W z V) N > �' — F oN W ` ` L 0 0 O ' 0 CM d _T N N M16 V -0 -6- 2 E •`: t 0 a :.0 o L0 0 Q •n0n` LU L1N 0 ()COL a W W W W WLU¢ W J a20za z <0�rt< 00,_j0 Q V Q wC)2 0X J z W �y 0 Z 0 0 H Q~ BOO 0OZ 0U)W9Q_0a00Mzz�D cnwa�v�WW�v��a¢0 QHQOWQVZWz��U0CL ��-F 2LU ¢ LL 0W Oa �¢ ¢ g LL FaW as O Z N OW O M O Q M Lo a. M Z C) w � W J0 O J 000 N N N N � � O N O N O O O O o0 CA r O (0 00 r O N O N O N N N O O O O O O O CA 00 LP o0 M O O c 4 O o O M CD O O 0 O 0 1 N NLo ; o C) 0 0 It 0 0 0 CV C'7 Lo O 1,- U CO Z Z O owin O}' ♦"� W_U - Uo-o �0 d- Z QWF-¢ H ' �co0Z _ 2 Z /=n V Z J 0 Z W 2 LL Z Z W O�2z O Z (1)z �Q0 � Z U U J O O a W � Z Z w M N W O o T--- LAST PLOT DATE Mar. 9, 23 z 0 INTERIOR J ELEVATIONS B, L & M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1,3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2. 3. 4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. 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 ARETO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI1-2007 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 'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4, 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpoUr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. am= VR/\ Virtual Review Assist, Inc. Plans Review completed and ipprt for COMPliance with the 20520 FBI; 7ti1 Edition by Debra Anne Klahr PX2360 co N 0 M LO o 6 pp wd °LO 00 ` 05 ' ¢ Z W 0 W IY 0 Z 0 0 W L � CM `mop CY) Cq d N in V -0 -0 - 2 M A� E = W r m ` o 0 O o O Q Q °Cnn, U 0 � V LU a N W L cO E .9) �, W W (� W LLI Uj W Q LUF-Q tY2_J X¢~Z0f Z LCZ)- C/) ��U_U0U__j0 U H ¢OX_Qj ZpWO�mZ�>_U o 0o F- Cf' 0 CnLU LU �(50- Z pZz��OW��a � Z Q~WO�H-� �LZL 5 IL 00� [] LL ¢ O ❑Qz¢j¢ F- ¢ LL O z W LD U) :D P-- M O F Q M L0 G U) LL U� I- CKECCLM_ G 00 Z U W LU JQ O mi N N N O O CO ti 4 4 i CD i o O O • � O C6 O P C) (0o0 0 N 0 N 0 N N N O N O N O C°; I O N O N O N O N M CV b0 LO � CIO O M r N CD CO C) CD ' r- CD C� CD CD ' r ' O 0 (fl CD 1 NLo > 0 0 C'�M"tLOC.0r-_ CD 0 0 0 0 1 0- _z Z O W 0 W O v F_0 Q CL 0w-rQ Z UJ =co 0Z F- Z Z 2Z� a Z Z (.C) W O_32Z UILZU) z Q 0 . sgo Z U OU o�- W Z Z Z LLI WSNO CM N C) O o � LAST PLOT Mar. 9, 23 DATE 1 O STRUCTURAL _I DETAILS THIS I ETkIL ON'0"" REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH ®--. — WALL SHEATHING II ' II II 16GAx1-112" LONG (3/4%1" CROWN) 1 111- STAPLES NJ 6" O.0 . 'JEF T BETWEEN I i MAx I i I I 16GAx1-1/21" LONG (3/4"-1" T -IDS (NOTED THUS: -OFF-ET i I i i CPOWN11 STAPLES , 6" STAPLES BETWEEN STUDS AS SHOWN G.C. VERT INTO STUDS (NOTED THUS:--) M ETAL LA H ATTACH M ENT DETA I L. REV'. 09.24 21 SCALE: 314" = T-0"R "DETAIL EXCEEDS THE REQUIREMENTS FOR FBC:R 7+03.7,1 LATH' "ONLY APPLIES TO LENNAR TPA'JAX' LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-011 TANK -LESS W/H 5'-011 STUB -OUT FOR ' GAS METER O — 0 N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1U-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1T-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'-Y (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 211 X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C?' ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE N + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + (0, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1,(TYP.) 4'-0" + + + ++ 4"-0"' ++++++l++ 9l+++ + + + + i++++ ++ + + +++ +++ + + + + + + + ++ + + + + + + + + + + + + + o + + + + + + + + + + + + C6 + + + + + + + + + + + + + ++ ++ ++++++ + — 15/32" CDX I PLYWOOD OR 7/16" OSB `-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE a_v v v.v. as + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS Uu f 111 ] JI In[WX linli-J `W V V.V. LVVLJ t% 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: ` FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3!4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 Mood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 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 k 1ti FILL CELL—\ STD. 90° HOOK (— BOND BEAM W . ...... . STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM FOUNDAON HE TOSST IF BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOCK Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ } Small gap „ max. � 4 max. _� __T Clinch nails k��e� when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %$' GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than isnnlh 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 w all or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking I lozi- l" (inrh nails at R" n r C'Y/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 611 A 1)/2' ROUND HOLE MAY 611 611 CANTILEVER LARGER THAN 1DO NOT CUT HOLES BE CUT ANYWHERE IN 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 1Yz" Round Hole Diameter (in) 2 3 4 5 6 7 8 18.875 10 11 112 13 Rectangular Hole ;Sidra (in) 2 3 5 6 B r An 16'" joist Span I,It;9 8 V-0" V-1 " 1.-2 " V-2" 1 -3," V-3" 1 7" 111 Z 4 q 2' , 3' 2" 3"_7"° I' ,"; p 0„ 1 "-1 "° 1 `-2 " 1'-2", 1 ,3"" 1 "-9 2'-4" 2° 11 3', 4'.2" 4'-9 , sl, � i 6 1 -0 " 1 "-1'" '1 °-2' 1 "-2" 1'-7'"'" 2'-5`" 3"T2" 3" 10 4" 9"" 3°-7 ", 8",1 7,-2^" 20 1 "-0., 1..1 "w 1 -- 1'-2" 2'-0'T T-0" 4'-0" 4.'-10" a" 1 1 6'-'11 °' T-11'"" 8'-1.1 24 V-0 " V-1 " 1 %0" V-3" 2'-5" 3'-7" 4°-9' Sx-10"' 7, 2 "" 8 4"' 9'Fm 101-9" 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. 1Y/' 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 1Yz" KNOCKOUT HOLES TURNED WITHER UP OP, DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist B aring Location Series Depth I End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11 -7" 3-16d 3-16d 14" 5-16d 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 I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. Jc \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 77. 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. '1® LOCATION OF SECOND H10A (WHEN SIMPSON H10A o REQUIRED) w/ (18) 10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' _0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC-1 PENETRATION SLEEVE THRU STEM WALL ° a z a .� a „111-III-III=1 1=1 I4 i i a a.° I -1 I I-1 ,I L-I III �IIIIIIII= I , 1IIIIIIIE,III- °° _ _ 11-1-11I-11I III I_II _=1 9 FINIH GRADE APR SLEEVE THRU STEM--/ ° a.. SEE PLAN FOR--'°• a . • • ° FOUNDATION INFO ° STEM FOUNDATION GRADE i—REIN F. SEE PLAN i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. =T�— ) IIlIII SEE FND. PLN, Virtual Review SIZE & REINF. �Ass Plans Review com4leted GRADEOW PIPE VERTICAL THRU FNC�nl�lalelrwa lnne( PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a° a n --- —� . 4 --.-- -- °. a/ a° G a 11= 11=1 I: -I i l k ll l ll l 11 \\ ° ° e 5 II511 I I I_ ° SEE FND. PLN. SIZE & REINF. co N O .- . e;z$ 04 co < d , a a 000 CD LO x � 1 0• qq Rc k Q a W � ° �N o w W 0 z Q /(A > CD N a W L . 10 C,U pMcl� co N 7�) M � U-0 V W 0 P w A' W Z) 0 U 0 rnrn 71 o 0 0 � o N Q U .N .0 a - U W I.ZN 7� V o E � a W W (D W dui vi WOH WI-Q Of W�YOzof z �z)- Q C) Q F- H J Cn0�0�LLV0,0-j0 ?OX ZL,L0-z2001-Q~ Orno�Oz0�00mZZ U cy O 0 (�J (!) Z ��a>v5 Lu c5 0 J J a zYOZz Owv0IL QILL OwO�Q _2W2S 0 ¢ OIX D �QQ� u_ a 0 0 z W O1­- U) ti CD i0 I. -:co z Q U� M LO CO It 2 U) IT- W0M ()Y o- 2 tb zv� LU W JCD CD 2023 N co M N N N t, Inc. rL 4 4 d approved N F13" ith Edition o 0 0 X23i10 O O ao of C) (0 co C) N CD N C:) N N N O N O N O N O N O N O N O N O 0 0 0 o O 0 (0 0 N; o O olli O ri o It O Lci O (c O r1_ r m V �/ , Z Z O �.�+ w U) O}' -1--10 W()�> w U0BEa Oa- =Q L0-0 zwl­- F- IYl_- � =co0Z O� l,- Z r n V J z Z - M Z X Z Z LL W 0�MZ Q U�Zz z O se z U U Q 00 W Q Z Z z J UJ M N OO T— LAST PLOT DATE @ > Mar. 9, 23 Z O STRUCTURAL — J DETAILS n l `1 1 i rTrl l I (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8"' .N.0. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER I CHART ON FLOOR — 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARDILL Cr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - oM MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E00 6 MIL VAPOR-`/ BARRIER III , G III - 4 • • I11= T COMP. SOIL. IIII ° , (COMPACTED TO 95% _ I —III=III 11= MODIFIED PROCTOR III I I I I I=1 I —I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS ^M -- -�.. ; - - .... ' I- 4I�. 4.30 " IIIIIIF SEE A/S3 OR J/S6 1111 I I I 111 i l l II„ III III 1 I; FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" 1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. T 6 h I Il. 111 11 1T F- 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE— \ (2) #5 CONT. ON 3" CHAIRS (TYP.) ° D =1 I I=1 11=1 11=1 I=1II-III-III I� 11'IIIIIIIIIIIIIIIIIIIII I ✓ ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 r WWF OR FIBERMESH ° II IIIEli IIIIIIIIIIIIIII; 1 8. 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 CV ' ELEV. U-0" 4 A.F.F. rrR a d ° e '° a e ° p e c 44 ELEV. -0'-3 1/2" °...d .'° e. ° ° d 0 A.F.F0 e a 2x4 CONT. ° ILL d - ° 9. ° cC) ° e 4 GARAGE DEPTH VARIES e. GARAGE SLAB AT STEP ("'B� SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N 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"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL z. FOOTING MONO SHOWN00 FOR CLARITY _ D D D ° I -III -III -III -III -III __I III - III-III=III- III -III Z NOTE: D. ° P g. D D ' I -III -III -III -III -III -II III=III-III=III=1I I -III- N *FOR BEARING WALL I -III -III -III -I 11=III= I r W/ UPLIFT ONLY — — — — — — — — — — ITS .I=I�-III-III= "—" '-- 1-1-1 1' 1 ' I 1 1' 1 1 I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" A. ° i "v GRADE ° °° 11=11_I-1 I I-1 I I-1 I I-1 I-1 11=1 I ' _----- _ ° 1 #5 REBAR w/ OPT. =1 11= I IIIII I I I I IIIII I IfE III I IIIII I I 1 :SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 ICI=III 'a SEE A/S3 OR J/S6 -1 I II I I II II I I III Ill 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. BLOCK WALL BEYOND O.H.D. RECESS II i 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" 0/C EDGES, AND 12" 0/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 E 5/8"OR 1/2" HIGH STRENGTH J (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. �3 1/2" MIN. b 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. BLOCKING HORIZONTALLY@ INTERVALS )T EXCEEDING 10'-0" (R302.11) SULATION PER CHART ON FLOOR PLAN VIPSON SP1 wl (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH z_ _III-111-111-''31/2"(min.)-4" g 3 1/2"(min.) - 4" 11=1 1 I- -IIII IIIII IIIII 1=' 1 I '-III IIII _III=III-III=III III -III (2)#SCONT. -11 „IIII=11111--11111�111 ���I�I-1 4" V 4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" rnn I 5/8"OR 112" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2" x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH I 1' I1=III' II1 III- II 00-I =11=1 I31/2 411 1 A (2) #5 CONT. MIN.U.N.O. TYPICAL BEARING WALL " STEPam- 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY GoN�o s FORM SUBMITTED WITH PERMIT APPLICATION /� NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. 0d NAILS K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM o END OF 2" x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0 LD SCALE: 3/4"=V-0" D GRADE 40 MIN. F �Ok - N D Z_ #3 & #4 LAP SPLICE ya ° t, FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fya -III-I-I 1=1 I I-1 =1 I I a ° ____ � 6 MIL VAPOR BARRIER III III D I -I I 1-1 1 I —I � —_ - —III—III III —I 11 :11 I ° I I I=I I I -I I I-1 I I—, #5 REINFORCING BAR R 1 7/8 79-riI D : I=1I I -III -III -III- r #5 LAP SPLICE 1Ti Trf=—=III=1 COMP. SOIL. (COMPACTED TO I =III—III=III=� I I 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM 1 �— I =III=III=III=III=IIIII-1 I 10" D1557) III1111I1 1IIII�IIII1�11111111II1jllll-'' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS (*F� SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 01-01, A a Q da. .a a — a.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) E M 6 MIL VAPOR BARRIER SCALE: 3/4"=V-0" S3 SCALE: N.T.S. �3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFC SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEAL4 INTERIOR CONCRETE 2X4 P.T. 2x4 #2 SYP P.T. FRAMING w/ k PLATE d 7/16--MIN 7/16" O.S.B. SHEATHING °'s'B' Z ATTACHED PER NAILING _ w � SCHEDULE Q COLUMNLOCATIONQ Lu SEE PLAN FOR STRUCTURAL :� w COLUMN SIZE AND BASE 0 w CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE (2) #5 CONT. =1 I=1 I ON 3" CHAIRS (TYP.) 8" 1'-4" 1 /2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 351 MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH �, E D II -III -III -III_ III III=1I1=1I1=' r TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR vAHltS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH ° i ll l l III III; N ° d r N 11 I 1-1 I I III„II III I I I I I . " "E d. U. II a -111�1 - I I111�- =1 I I III III=1 I I III, , I �' SEE A/S3/J/S6 g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND ' GARAGE COLUMN TO PORCH SILL :".. O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL �. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `� ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS z 00 GRADE a r, FILLED SOLID (SEE PLAN FOR _ _ _ = a a' _ 6 x 6 W1.4 x W1.4 c` SIZE AND REINFORCEMENT) 0uj WWF OR FIBERMESH co z a w II IIII - w II I IIII—I_IIII U I -Ill a 1�p BRICK PAVERS or AB PER o o I=I ! ''' . ° �COMMUNTY SPECS ILL II a M — — — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 IN. FLP I �-I -I I I -I I I-III=III I I III -III =; FOOTING -� -III III -III -III -III -I I III=1 1=1 I I_ U 1, III�ITIIII IIIII IIII ,� I -1 I I-1 I I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. W APR 118 2023 SEE SCHEDULE CD12 PATIO COLUMN FTG. DETAIL rN SCALE: 3/4"=1'-0" S3 � SCALE: N.T.S. S3 Virti Review Assist, loc. Pans Review completed and appro d for comp[iance with the 2020 FBC 7th Edition by Debra Anne Ktahr Pd2300 '`} N 44 J 00 t , 1� 1�if ° LO c�0 E. S v+v ° LO 5 VS (s': R S q w t O w 0 z Q ^N > 0'', O W 5, L -= \J - u �, 0 :) 01co Ln cn cli V -0 - r A� E ';`. t TT .� 0 li o o Q c u .N do U J-u QN c W L 00 E� a oLu WOw oWLLuj Ed f zH z g—.O 5-(n0 u QQ QO c - zlul 02201-- <WcycnopR0-M,z U' 0 O uj z0 qua>zYWOZz��pwOa UL Z Q~0uj 2Wo�V�¢ 0 o oaz�¢ ILQ O I-Q LL a$ O O CN Z LL1 O� / U+ O � O � �M Q Ln ILL u) Ln rM Oro Z U W W J� O O N N N ti 4 4 O N O N O 0 0 0 O 06 0-5 O co 00 CD N o N o N N N O N O N O N O N O N O CV , O CV CA N ob O 6 - 00 O M r N O M O c 'L N (D >1 0 0 0 0 0 0 0 IN141 L6 O ti 1 00 z z O per—' w oWU) LLI Ur_ O Uo�o f— O�a Owl=-Q z I = m O Z H Z rn V Z > J �2zOf Z Z (� W O_3gZ O Q U uj Ln z r1/ z Z Q o L.L Z � U -�e U 00 W of Z Z z w W M N � LAST PLOT DATE Mar. 9, 23 Z O STRUCTURAL -J DETAILS —MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED y 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 VARfES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. IN,, S4 12 \:�,_(T yp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD + . CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 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 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 UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER 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 / d a $ ..a d d Q. < ° .. ° d a v a. d a d 8" STD. 90 HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION Ll7t NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J a _ cc w 0 FORM CREATES CONCRETE RECESS TO 2x4( OM) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE ° GENERALNOTES y GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD I CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR .,— TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ I INTERIOR ❑ WALL ❑ ❑ DOOR OPENING DOOR OPENING LR EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ ❑ Fol ❑ 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFFR I nAD_ 2x6P. J-BOLT TRACK BRACKET rop a 9ARAG E iOOR vvvn i nn�tr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9'. (2) . (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION FFO�gN� 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) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d 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 (T ) 0/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS _ --- SIMPSON HETA20 w/ (8) 10dx1 1/2" 71 NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD - MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. -- _ -- --_ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d dQ d. 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 . 48, SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL J \ EXTERIOR STUDS W/ (4) 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C C < P.T. ATE SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON- SP4 10r ST M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 d a. d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U V2-16d 2x TOP PLATE U-) NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J' BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. Z&NUT 'OXIED A.T.R. Z&NUT OXIED A.T.R. Z&NUT C 0 PR 0 ROOF TRUSS ABOVE VV pCKIai Review Assist, raps��Iu iew Ccsral leterl and Comp ia"Ce with tirr 28O F8 by 8ehra Af?fle V,,,Z hr Fx; 2) 16d TOE NAILS .A. BLOCKING ?X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED r8"X10" J-BOLTS 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES a 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 5/8"X10" J • -BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a a 2X8 P.T. BOTTOM PLATE OD 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 �* ch o r Oi ♦ � 4 J Do F Lr) co Lei �.a,44 1 / � � lY• N ¢ s W 6 3r cw 4c. ��F t Y32 w rY 0 z ^N A' > O N O W L 0 M u co N " Vi / M V -0-0- - 4 M L = O } Oo 2 o T11 •� 0 Li o Q U AN U w QN C W L 0O E2 W 0 LLI oL vi WOf- WesLU ¢ ��� of¢YOzO Z Q�X J�0'�WU�Uo20 o Q U Q L �0 z0, oz2o H¢ U < O O Ocno�Ozp�00mZz U)(wLId>� WwH<n�0 0- ¢<o 0 Z 0Lu „o—� j22 -�w< m �Q 0X o oQz� tL ¢ 0 ¢ LL O Z CV O� U E ti Q 1- M O Q M Lo 2 r-- lf� M 0 00 Q Q Z U W W _j0 0 Jflo zuzj N co N O O O I�L 4 C N N pro,e O O O 7th F i ., I)tl O O � o 0 m C)CD ?0 O CN C) C) O r O CD0 N !,N C) N C) N O N 04 N N bb 6 Cb O A O O C � 0 0 O 0 cs -1A 0 0 N > CD 0 N 0 M 0 d 0 Lf) CD (O 0 Il� MI U) z Z O W _ O� Wv 0 W (n > O vo�Q _ F-O--a 0w=Q X D_ =m0Z H Z t� �/ ZJ 2 Z W 0- Z Z Lu O<gz �- U�z� Z �QO . Z U V Q o _o W � Q Z z W w J W M O LAST PLOT DATE @ Mar, 9, 23 Z O STRUCTURAL DETAILS SIMPSON HGAM11 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 DETAIL- (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 91, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CR0 2x4 CRO. BRACE SCHEDULE FOR 8" FROM SHEATHING DETAIL 2x4 KICKER KER 2 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT • 8 0 EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING • 7116" OSB SHEATHING END GYPSUM WALLBOARD _]I ATTACHED W/ 1 Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED OS 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. Ix THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L 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/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH L T SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" FA 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.3. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N f X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES r° 00 co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2) 16d NAILS 2x4 BLOCKING @ 24" 2x4 L IN (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/CTRUSSES (2) FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 114" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 1 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE 1 7/16" OSB SHEATHING FIRST (4) ROWS OF S N ILS NA ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL rizi BLOCKING, FASTEN WITH T 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od UNSUPPORTED, TOE NAILS AT EACH END @ IF >9" SEE 1 O/S6 WOOD TRUSSES 24" O/C (TYP) "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS BRACING w/ (3) 1 Od x 3" AT -1/2" CDX PLYWOOD OR 7/16" • EACH CONN. @ 24" 0/C OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) - MOISTURE BARRIER E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SEE PLAN FOR TITEN TO CMU L= \_ CONNECTION MASONRY WALL ARCHITECTURAL FINISH OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL L- EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3"@ 4" O/C 2x4 BLOCKING Wf (2) 12d TOENAIL NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g "_ '_ " SEE TYP. WALL SECTION FOR SCALE. 3/4 1 0 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1 Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("1_0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS^- ^ ^ �I..V IV I . DCHI'CIIVU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD 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 W/ 1Od NAILS @ 4" 0.C� TYPICAL 16d NAIL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. XS5 � CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. W c� LU 0 o z o w m o CD 0 4 C'1 w--- Q o Q < o o —�--w Q ]_ d _/7 — — — 2� NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACIN( 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 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING APR 08 2023 SCAL Virtual Review Assisi. lnc. Plans Review eenlPleted and aPp ,>ed ter COMfiliance with the 2020 ' SC 7tla Ed itig�� ge V �,ra Ani1e �61a h r P,�<?ea WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1.: N O n3 - -� _ N rn f s Ads i M Y D6 e ' `' ` ° e 000 LO � ® P ¢ .6 w 2 O fr. 0 I W 0 z (D Lo � o W \ L U in co m � m C AV' C�_ W C L L O 00 2 0 ��� } o LLO O ¢ sU ��¢ .N }4� w QN I` o E 00 LLI (D W Dui vi w0� w�¢ ��� �¢~z0 Z Woz) 1O�a<w000w JO �, Q U Q - <o zWLL0z20°�¢Q oZo�oomz 0 o o�n��aFn c)LUa>zLU zLL cl-0 0 EL O Z Q�WO HCZLU LUp 0 Q Ol o = OQQ�¢ LL ¢ O F- L- O N Z UJI U) ti 0 co O WM ti Lo ���ti lq M co Q >- Q z C) Z LU w O J O mi O N N N N N N ti 74 4 1� O cV O N O O O 0 O 00 O I O co 00 0 N 0 N 0 N �- N N 0 0 0 N 0 N 0 N 0 N 0 N Cn N 00 O L6 r 00 O A T N O co O0 4 � 0 0 0 0 � 0 - 0 c0 0 NU a) >1NM�L0cD_ o 0 0 0 0 0 0 Lo mt 00 c/ / Z Z z C1 O }� 0 w 0 W O Uo>o _ _ O � a ^ i.1 O w H Q E- Z O� F-m0Z TZ o (D W i-�zx IZZzLL w O_5gz Q U�zz IL LL, Z . Z �Qo U U J O � a m z Z z S5J LLI co 0 O O ,r-- LAST PLOT DATE Mar. 9, 23 4_0 Z O STRUCTURAL — J DETAILS --� �T7- i I r (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 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. -SHINGLE R OF SHINGLE ROOF INSULATIOf�— 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING Zx SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C f SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE -1X2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o = W/ (4) 16d TOENAILS TO TOP PLATE 0 `n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER F METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LLI= 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 �Y TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA _< 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER A. . 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 NOOK (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) CM u_ v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. w a AT GARAGE CONTRACTOR BASEBOARD C:) TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH d MUNICIPALITY I ".F. 4"to 6" BELOW GRADE E d iv e ea ' FINISH GRADE 00 M 111 — I — Si 1I I I I I I —I I I d I _ I I —I I I —I I I I I I e' 6x6 w1.4xw1.4 I I —I I I —I I I —I I I —I I I I a d a III=I T 111=1I1=1IM 11 WWF OR FIBERMESH -� II I —III —III —I I III I I a e e III —III I I I —III —I III —I 1I- —III- o 1- T z 2 -I I I ' 111-1 i 1, '1) I' III" �—STD. 90`HOOK (3) # 5 REBAR ON Y CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD�,�,. 2nd FLOOR W. BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR 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 SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" 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 SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x r"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP, 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION, TRU .- B.U.C. (8)1 Od NAILS TO STUD PER STRAP LOOK SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-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. <_ 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" FITS 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 /wiie 1 ITi l 11= —III, , III —III —III —III —III —III- ' (3) #5 CONT. ON 3" 8111-8" 8 CHAIR W/ 3"-MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION CS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. /� (2)- 2x TOP PLATE I' BEYOND I 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER w o SECTION X-X IF J NOT FULL 1 HEIGHT SHEET- 0 J Z O 0 - G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWL__NFLOOR WALL S H EATH I NG SYSTEM AA/AI I r1 rX iAr°^xI MIA^n A nA 15/32" OSB EXPOSUREI F F SHEATHING w SOLID 2x J BLOCKING @ ALL C SHEATHING 0In EDGES (SEE OPENING SECTION X-X w a0 x Ir w x -d E i H 2x STUDS w BEYOND. _ SEE PLAN 0 O O 3/8'. "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING E511I BLOCKING SECTION X-X Tom/ SFFA� p0� N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I- 0 ? tJA NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL 0© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL ILL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM 0 w DO NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n (F) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o lJ wl 8d COMMON NAIL J 0 LL `j 0 LLJ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADEF C > q H O U ¢ O O n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL W Lu w 0 O LL MEMBER IF GABLE END =a 0 ` NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 APR 0 8 2023 REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S� • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) Virtual Review Assist, Inc. ONLY 12d TOENAILS Pans Review completed and appr d • EXTERIOR HEADERS: 'ar carlpliance with the 2020 1F0C 7th Edition (1) 2x SILL PLATE W/ (2) 0)r Debra Anne Kuhr PX2300 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE OA�TFR/ FLOOR TRUSS / FN/NC, R BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL ( M (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 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH e o_ d N .e d. '. 'e e a e Id' .a a e ° III II II a �I III _ (3) # 5 REBAR ON 3" CHAIR 4" 1 -8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9A 6' (3) 1 (3) 1 (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C F 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 0?z o —I I— � - -I SCALE: 3/4"=V-0" � co O N 'S t'W - , 0) co A h", " s J J O s e L0 ° ® 00 LO m � A g ek � �x UU Q y{ 0 IIJ Of Q V) W L 'i U r)�O v N M N V --0 m ` O "0 _ rn�� Lio C Q LJJ U -0 a) a 0� V V L 1­,-) Cmn L L I W uj Uj w O I- w~ Q J W Q Y Z w- z O g_ O 0 � 0 O Ow J O Q ¢ U Q 00 Q 0 zu_p�00mCza¢ � N F- U' �wawinwwwV5x zZ) L) Jpa�zY.O_ZZL`pw0�a- U- z a0WpWH� �LU62V�Q 0of o oQzga LL ¢ O ¢ LL _ F- O zw O� 4 Cn Z ti ��..=MO Q U MII u) f` z Lij Ln CM 00 >- Z V Z ?> W w 0 J O JIt (O N N �10 N M N N �Ol N I,� N r 4 � I 0 I I O06 O O Y� T O (0 0p 0 N CD N CD N N N O N O N O N O N O N O N O N b0 1.16 O O M r• I N O COI OO d O O O r O r r O CO O 1 N� E a)O o N 0 M .. d' t') 0 (0 0 I` U") r- v CO Z Z O O }0 owin J O o- ^ ii O% W H a L m O Z - Z J >-�Z° LL (.O w Oa2W p U�ZC, z 0 .. z U 0U 0D_ W � Q Z z z w J W M N O LAST PLOT DATE Mar. 9, 4 w -1-a O STRUCTURAL _I DETAILS —MONO T'if-FT r I 1x4 1!2" CRYWALL DOOR JAMB (REFER DOOR JAMB (REFER � 1x4 �1,2" DRYWALL J_ TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 3-1/4" LONG X 3/16" 03 FTAPCONS J X 3" LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16 1x8 P.T. BLOCK@ SPACING "DETAIL 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1 x4 P.T. & 1 x8 P.T. 1-1 /2n DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. TAPCON @ 16" 1x4 P.T O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" W TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. ..Q'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK ow SECTION W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A EMBEDMENT INTO BILK.) 1/4" MAX e 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA BACKSIDE TO FIT ARCH _ (4) 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 J SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER 1x4 F/Z UR T VV/iLL TO PRODUCT APPROVAL FOR CON*4"2X8 1 X 4 FURRING (2) ROWS 3/16" x 3-1/2 TAPCON @ 16" O.C. &FROM EACH END w/ M.8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 1_1 /d" nPTA I I --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 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 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING N, BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG, BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REBj (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS /_7 7L NOTCH WEB AT ±5A FIRST 2 COURSI 1APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP 1'2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I 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. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEAL;NG. 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. IF TRUSSES USED) W/ (2) #6 X 4'Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 114" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" I F.F. =1 11=1 11=1 11=1 11=1 15 -1 I I-1 I I-1 I I ;III I I I g I-1 11-1 I I-11I P D — o III -III -III I -III -III= 1-1 11-1 I GRADE,1I- I 11„� 11- ° M p z_ T p (2) #5 REBAR. MIN. 3" 16" MIN. of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" FILLED CELL PER FOUNDATION PLAN n YP.) THE :S FILLED CELL INSTALLATION H SCALE: N.T.S. S c v SEE ARC>i i LIki-N AND PRIG '~-N 1 R0J` 11- mIc:1N SEE Ns 1 E ..G"1III"ni"ALL TIP'= q _ SS mL - - -. LDIA is FA ,T'E.NED, FEE,I I^^Tt i'TF ° RE : I r r7NT VENTED C F , 1F_ T. T 3r,IT 2(4 NAILED E t_ ' ___,,,,e� �` C�-INS � t1,�, I �.0 _ 3v"� i�.. I �: $.sJR-D£ 'aEPLY ITHER -s 1,..Y , 1 si D,JILDERT_ FIT N ATERI. L SP', , _-A.FACI T I- . r rti fHE LPE151(iN FIH!-" `-S{ rr.ESFE=.•=I� IE"-I f- H -071F`t-=I"}E`1T8 AI) ts,. T LII TIED III HE DES1C= I$J9 d_ PhERIA ON SHEET SN Ft )R (iFF= T A TACht'io1E=SIT T Vio' ('FIR AI_.!P1HPi A.+ t INI :INN F1L.4 Iraia,. ;Ok It T Fes! ELF F II NI IEL F NE 1 TI /. T?w11_ , T IL .0'-1 ' LhA-1,D 24" s IN EIsI EDI^?Ei°IT - V<11 1111 16. i_A,. -` 'T;, sT. P'TLTTITRN St+b Ft;, IA we' 16GA_ 3,14"xT/4 F-,0j4t1 °S_TAFFLE IPEACH GR0 \ _ � � STRUCTURAL ALAS^ dFFITF I TE WI-- .. 'E'� 1 .3 s_"3- g4J.r.1 If ._ 1N ,T t THE t HF0 FL PA ]N`-STALLfiffl,0'.. 'REFER TO THE PRODUCT APPROVAL FOR INSTALLA71ON DIET -'.I_S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. Ot,FRyq TO TRUSS TOP CHORD + N � + + FyGTy PLYWOOD SHEATHING ++ + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP L RI EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL Nrl SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP .q(:AI F• '1/d QF=F cuGGT n7 ANin 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 HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES a. . SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2' �J CONTACT ENGINEER OF RECORD FOR F6 023 /?A, FURTHER INSTRUCTIONS. OVERHAN 'r11ja1 Revise Assist, Inc. " 'latls Re '-aw completed and appro to compliance with the 2020 FBC 7tb by/ Debra Ann. Kltahr PX2300 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-011 i INISH FLO > 6 p Its, ° .. #5 BAR CENTERED W/ �9HIN TOP o _ KNOCKOUT/ N CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN AND SECTION DETAILS I o CLEAN FILL DIRT z ° STANDARD o 0 90` HOOK N #5 BAR IN FILLED CELL a" STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 314" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY rrn "17_f " 1KI nnr.in 4 j SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. a a) N p r- ^ M F �sY 9 00 LO e9ge 0 AROq ((??, , 959 R p Q w a� O ro w 0 z Q C W L �O o U \ ' 0 M C v N V -0— v M 2 O :) O 2 o 0 LL 8 a Q 711 •� V!s U�� 'N u W Q N o��� a 0 4 V, - : D W W LU p W IJ..1pH w I--¢ ff of of Z 0j0 QQ��O�o�Q�Uz0ZL 0O �¢o _ Q XohJLLo20 'om On o 0Of0 Z�W 1.-� 0 ~�Q z j— (COwWL _jLWOpQ <<0u ZUd 00 ;.Q Q~�p2UIL QLLQ LL. 0 0 O Z CN 0I-f > VJ q O ff%CCM _I L0 u) ti Ln Z U Z Lu w C:)J J 0 N N N O N O N o N N � � O F N O N 0 0 0 0 0 o6 6 O 0 0 0 (V 0 N 0 N 0 N 0 N CV CV O N w O Lo 00 O M T-- H N O M O c O o a� o o o 0o c4 0 N'^ �i , a) > C:) 0 0 0 0 0 0 04 CO d= LO (0 f-- Cr M1 r) v♦ t _ Z z O W C) �--+ uj �wvJ () 0 v��o —o�Q �O a 0a-T W F- z ~m0Z (D0�w Z z 0_zz LL CD W O_32Z U0-zz . z 0 r z V J O O 0- m Q Z z I Lu W M N O ,r— LAST PLOT DATE 0 Mar. 9, 23 O STRUCTURAL - J DETAILS-RETRO FIT fFsP 11W,kl N A 1 A,Jii'I 11 LM..BCIO Is. �:ip:J ` 'ii'iAl ii� ;�IY� f i � I �. l —� �lii �� t ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). I V. ­ ., FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE. = 1'-0' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6h 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 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: 2' PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 'n SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK H 2x4 SYP BLOCKING —2x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED D NAILED—\ DR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FI.00R WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H 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 "E" E SECTION VIEW SCALE: 2" = 1'-0. ON P F 2x4 STC 2x4 SCALE: 1" = 1'-0" -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/ 4" X 2 4' TAPCONS @ MAX. 3Z O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP T -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/' X 2 4" TAPCONS @MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /`III"'( VUIVJ I MUU I IUIN Ur- I PNILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" POST LET INTO _OCK DE JNG ?X8 BLOCKING `OR NEWEL POST O ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES APR 0223 (WALL JOINT YWALL TO ✓ER JOISTS) a STUD NAILED AND VIrt!18( Rev- Assist, Inc. JED TO TOP PLATE P(°a0's Nvi8w COMPIP€�t9 i1WI� approved for "ar!1p(aratJl;e uY6 (i 13t? ? iF3 CUT INTO RIM BAND, (� ii t l a nth th ha0 2 E 7th Edition JED AND NAILED TO X2360 kRING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) 2X SIMPSON MT. (14) 10d x 1 1/ SECTION VIEW "H" SCALE: 1" = 1'-0" <M N O N a w. CM g 'mom s LO O 00'y y' �`y ^°'� In t o® Q k, AR s . ii . by .a z cwC A H k R y 0o L o W 0 Z Q Q W L U CO 0 N M -0-a-2m F 0 s 0,O rn CD ii o o Q u�� —s •0 � uj QN C 7W L CD C00 V, �y LLJ W w LLl In w O H W tom— Q � � Y z0-1 z O- o U O O O LL V Q 0 Q �-- ¢ J w SOX Zof 0z2OJC�¢Q aU)�9OZpEE00-Z= J L) = Q O 0 Z ��d j(nw W H��of ¢ ¢°� Zww U0a LL pO ui 0 o Q a Z¢ Q �¢u O Z N O� F ti o�(0 �u)CM� � U) It � Lu 0� C� Lq G oo Z U Z W� wO J O O N N N O CN N O CN O N O N O 0 0 O O O CD CDCO CD O O r- O O N O N O N O CV O N O N N O N CD O l(i o0 O A r N O O C d• O V O O CDr O 1 O � r 0 . CD 0 CVa) L ♦ >1 0 0 N 0 M 0 --ti 0 U-5 0 Cfl 0 I-- L I I I I I 1 1 COV J Z Z O �+ O}' W_C)�'- OWU) O V�Z>a � ZwFQ 0 a. Z��� =mOz O J Z M Z W Z Z LL W O�2Cfl Z z QzzUa Z U 0U 0 � m W Q z Z z w J LL1ST ON N � LAST PLOT DATE Mar. 9, 23 Z - �_' J STAIR DETAILS i.J, .-. :1 ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM AS 10 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED A-f 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. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND A.CI 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 SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 40ANT44114" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-OB 8F16.06 8F20-OB 8F24-OB 8F28-OB SF32-OB 8F8.1B 8F12-1B 8F16-1B BF20-1B 8F24-1B 8F28.1B 892-16 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4' (64) PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10121 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 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 NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAZT-494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10.0B BRF14-OB 8RF18.OB RF22-OB RF26-OB RF30-OB 8RF6-1B 8RF10.1B 8RF14.1B 8RF18-IB 8RF22-IB 8RF26-IB 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 1 3120 5048 1 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 526 999 1568 2253 3129 4150 1 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 C,�.C494" "'i ■ SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 (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,CR� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 4CAST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8 iT 8F121T 8F161T 8F201T 8F241T 8F281T 8F321T 8F8.2T 8F12-2T 8F16.2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835(12).1340 1880 2419 2959 3498 4038 835 1 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 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 113315 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629(Iff 137 1 221 354 508 681 7 66113g875 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 124 200 316 450 600 7 756 12 (#) 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 4AZT'-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-IT 8RF14-IT 8RF18-IT 8RF22-1T 8RF26-IT 8RF30-1T 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T RF30-2T 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 1 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 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 93112 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 1 UNIT'2382 - 1ST FLOOR PLAN 1/4" _ 1 _011 - - r - �.d i �� I - 7, 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 - o 0 > c c ,o a o oc r D o o C C C 8F16-1B/1T 8RF14-tB/OT °a - c � 4 a 4 oD 0 0 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" c K.O. BLOCKS W/ (1) #5 CONT HOR C C BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Q 1-1/2" CLEAR C.M.U. C J = L F4 4 0 [Y It w v z w a #5 REBAR AT c V) a ° BOTTOM MIN. (1) ce U 0 G' REQ'D ' U tO 16 GAUGE POWERS t¢- En O'L° STEEL BOXED il 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. b z = Q 0 w 00 z= L 7-5/8" ACTUAL 8" NOMINAL WIDTH -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT U =UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF #5 REBAR AT TOP Virtual Review Assist, !+ Plans Rericompleted and c compliance With the 20220 El3v., by Debra Anne l,iaiir PAU,, co N O O - co f . `e J DOS./� `, LO 00 LO f' j¢r�atlP. c $s ° 9 cis O W LY Z Q Q) LO F, E O W L C o o 0 M N v M00 vi O Ci u 0 iOM Elmo LL o C Q s 6 .00 6° W Q•N c nN`` 7W V L E co .0) I� Cf CL a: w W (D LLI �w fn WQ0 W~ Q V w Q Y Z x Z R=) Q Q V �- F- = CJ 00Q�0U-00��0 0 O J Z LL 1 0 Z 2 0 O H Q Q C1 (%) LL Z cn Ww9OZOwO0C-QJ0z ��a0.0ZYoZzLL0W0�a Q0WO�H�_�UJa Q < OQ �QZ LL Q LL O O Z w O� > (n 0 M Orl- w Q Ln kPrpvp U) LL d' U) - N < w < U? th z O Q Edition V Z� w w J O O N N N N N N rl N ' V-- O N O N O O 0 O O 00 d'i O (.0 M N O O O N O N O N O N O N O N O N 6 CV oU O Ln r 00 O A T-- r N O M O O -P 0 T. 0 d) 0 O O 0 0 N Lo ; CD 0 0 qT 0 0 0 LO N M Lo I M W ♦♦ ^r V J _ Z Z O O� 4-0�Wfn W0 W > O vo�o Q �O O a W M Z LU H � � in 0Z I- = Z r= v Z 3 J z m w Z Z LL (0 LU O g 2 z U0Zz Z �QZO • � Z U v g Oo F. W 1 Z Q Z M N Uj O gr-- LAST PLOT DATE Mar. 9, 23 z O STRUCUTRAL DETAILS B (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (I)#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" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 314" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7-8" 614" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 Tool Tool 979 988 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'4" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 1 570 570 391 570 134" 12'-0" PRECAST (2) No. 3 2 No. 5 287 1 525 525 337 525 14'-0" 12'4" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 N.R. 277 277 202 281 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/216 strand+ 256 256 188 262 No. N R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 214 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED 2 O No.3 (2) 7/16 strand +2 203 203 155 215 No. N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED d. DETAIL"A" DETAIL"B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PL AIN LINTEL/ QUANTITY OF #5 BAR AT S -SOLD LINTEL r LOWER LINTEL CAVITY [8x1j 6-P-1L/1IU] NOMINAL W IDTHJ `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#SL (1)#LU (1)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2J D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'4" 34' 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" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'4" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'4" 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" 64" 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 1141 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 i222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 11'4" 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" 12'4" PRECAST (2) No.3 2 No.S 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 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. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1035 1035 478 936 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 961 961 446 872 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 834 834 390 763 No. 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 720 720 366 716 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 rLOWERLINTELCAVITY [8xl Il6-P-1 L/1U] NOMINAL WIDTHy J L QUANTITY OE#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U III L DETAIL'DE DETAIL'DP DETAIL'DE &'DF' DETAIL'DG' 3' 8" 2'-4" 20" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 2970 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" 61" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 ,,.. . DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF 45 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8x1 j 6-PL/1U] NOMINAL WIDTH `QUANTITY OF#5 BAR AT NOMINAL HEIGHTUPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2-2" PRECAST (2) D4.5 WIRE 2 No.3 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 (21 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 64" 7-0" PRECAST (2) D4,5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'4" 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 (1 No.3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'4" 1&-0" PRESTRESSED [2) No.3 (2) 7/16 strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2)7/i6strand +2 655 655 340 645 No. 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 +2 524 524 277 526 No. 20'-8" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand +(2) 22'-8" PRESTRESSED (2) No.3 No.S 399 399 217 412 ,4;: .,mil• .,,�,:.• .,,•►.•'• DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ QUA NTITY OF#5 BAR AT S-SOLD LINTEL 7 rLOWERLINTELCAVITY [8xl j 6 L/1U] NOMINALWIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" 1 PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000. 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'4" PRECAST 1 (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4 '-�" PRECAST 2 D4.5 WIRE O 2 No.3 6261 10000 8605 10000, 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 0-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) 77.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'4" 11'-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 O No.3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 174" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1368 1368 771 1264 No. 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1084 1084 615 1095 No. 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +No.S 850 850 471 923 2 (2) 7/16 strand +12) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No, 5 740 740 393 772 «. « . DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTELCAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH J LQUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl6" 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'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No. 3. 4032 10000 8687 9503 4'4" 3'-0" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'4" 4'-O" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 •y t . ,..�:,9 :i DETAIL "DH" DEl"AIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF#5 BAR AT S - SOLID LINTEL I r LOWER LINTEL CAVITY [8x16-P-1L/1IU] I NOMINALWIDTHJ NOMINAL HEIGHT `QUANTITY OF #5 BAR U PREP LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1,2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107• 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10), 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REIN FORCEM ENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GRkFIEU' TOP LEG BARS: (PLACED IN(SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN " STIRRUPS AT 4'-0" cc OR WELDED) v'LnTOM BARS NSCHEDULE 75/8 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)6BOT70M (SEE SCHEDULE) 2" 2 ) #5 CONTINUOUS REQ'D. wR STRUCTURAL PLAN w M" STIRRUPS AT 4'-0" cc 00 M OR WELDED) N BARS = r SEE SCHEDULE 7 5/8" 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 42 DESIGNER MAY ADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM REALUATE CONCENTRATED DS STING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR 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)#5L (1)#5U (1)#5L (1)#5U (0)#5L ())#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L DETAIL'Q' DETAIL'O' &'P'P' 2'-10" 1 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'4' PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 814" 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 10'4" 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" 1 V-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 4'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 (2) 7/i6strand + 154" 14'-0" PRESTRESSED (2) No.3 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. 9'-4" 18'-0" PRESTRESSED 2 o. 3 () N (2) 7/16 strand + 1348 1348 753 330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2) 1254 1254 702 1271 No. 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2I No.3 (2)7/16strand +2 1023 1023 576 1121 No. (2) 7/16 strand +(2) 22'-8" PRESTRESSED (2) No.3 No. 5 898 898 481 947 f';a �ad1 DETAIL "0" DETAIL "P" ?ar,1 z �S� j t DETAIL "0" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINALWIDTHj j `QUANTITY OF#S BAR AT 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 1 L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2)No.3 7665 10000 10000 10000 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2),NQ.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'-D" 2'-8" PRECAST c2r D4.5 WIRE 2 No.3 O 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 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 4 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION [8XI6-P-IL/IU] ,711111111 L��� -P UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1 1_.071 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 ##55(1) UU(0) Lf I)L SOLID #5 (2) U (1) L DETAT'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" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'4" 4'4" 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. 542 669 669 462 537 9'-8" 8'-4" 8' -0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DW GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIFE/ 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 IT) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL 'DO'&'DP' DETAIL'DQ' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 7,0,01' 4'-2" 2'-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 4'-4" &-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5WIRE (2) No.4 1552 2996 1183 2844 ^ a• v'. r' L• 1 ^'/ f .`tea• f �' ' DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION [8x16-P-IL/IU] luz LWumwff� TYPE DESIGNATION P - PLAIN LINTEL/ QUAN FY OF #5 BAR AT S-SOLD LINTEL r LOWER UNTELCAVfTY [8x1 6-P-1 L/1 U] LQUANiITY NOn11NAL WIDTH j OF #5 BAR Ai NOMINAL HEIGHT UPPER LINTEL CAVITY APR 0 8 2023 YirtL)ai Review Assist, inc. P ,?s Review comvlet�d and comapproved (�ii,l;ce with Me 2020 FBC 71h Edition by Rehra Anr)c'(Idhr PX230 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 74" Precast 403 1134 7'-8" Precast 392 1100 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 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not Recommended 04 o r LO '. a d✓ ® 00 " li e Tag --^• e LO / s W O 1 W z Q /N� O 0 > N W L 0- U Oq 7 N L4r) V Al E 'i L O W ` O 4- 0 LLo C Q U LuQ'N G 7W V L Qco CL Lu Wrn LL V w Ow �; Wow wFW-Q D:2uj J ��Yzx z Q O J O�� 0 LZ 0 0 O J O Q V Q �OXzEly�zm� Ocn� H¢Q OZOw00m2 U C) 0 f/) Z ��'aaa,�zYOZzLL0W0it Q0LL wO�HF gLu UOQ IQ OQ o 0 o�QLL C) C) Z N vJ F- 0 <M O Q W M � 2 � ^ ti w ul a�o I U Z F- \ Z w J O A N N N N N N N � � O N O N O C) C)C) O c6 � OW M O O O r O O O O O O O N N N N N N N O N w O Lo - 00 O M N O co OO CD C6 O 0 c- 0 c- 1 O 6 O o NU-) 0 0 NM"TLO(0r; 0 0 0 0 0 LO (n z Z ° w- ((n O vo Q Lr i1 OWme 0 IZ P Z w ~mOZ (DOS w Z m W w �ZQI- (.0 w Og�z O U�ZU, Z Q Q • • Z U g 0v 0 Z S12 W J N WV) O 0 � LAST PLOT DATE Mar. 9, 23 O STRUCTURAL aaaaJ DETAILS B (LEFT) T-- r - 1.:-'111 .'71' - _-r_I. I - T - I _- - I T-..I I I I I _ A Z99AWO�W,9 Mounting Brackets 410 Gaufiw 4-1/2' x 4-1 12'x 2 -12 " See Anchf�fi Bolts ____ 112" Na. A325 Galv� ITYP.) I C-5 / 8 AH-ockinr Nurri; Back Cross Support i1i �f 1,w ir 11- V) W K i g ht 5 facke t 6 Ga uge) 14 - elf-Dir A ng scr000 fk/ C U "i t acl � I)l I I Fdgt u r � i can e 5, l�, f: I F�� fa Front C"s Support (Mdy be wt tow', Left bracket I fa Wuqe` i� 14 Sif lf-Cil I �fri a S(Tev%i 711 l u b rack-ut, -0 linlin Pq1C, Llrf:i Rolwnp Side f TY : �� 3 cach!;iT"k flir hurricarw 'I", d, � i ­-, �z_- f�:;, 3_11 ­h �� Al� lle­ ptainviet Sanal LkA.MF 1�11=-Ifvv wtv appl� � Florida Department of Busirioss & Profemonal Repulabon P.�l di Building Codes and Standards 121"YMI Pioduct Approval Application Detail Paof Psi Vatithleft ft* 700 Zo, VIWIANNII "Idas ini §Attft� MAWtoyof Adrinroo*� 4101" 'irmarialkii, -low is'.W"entwod'.1. lt. MiihaneiGh... H.irni N­PE L-N, fl-dief P E l2'1FV.?0,2o I Z11 611AM 112NIZ20 IP7,-d "00ory! st-tnr6l co�porwft �877) 441 -83si sialicat.goiry: kwds Introdix-1 as A R-1k f N_ Technology CoerVIL­ Method,- Ei,,aLahm R.,� i , a FlVi RWilii NOU0 W a, tJ,-Ans%,,1 Florida En�,Jneff MARZeutilktil %ni Asswarpq Aw"i for u lirkw 3111A C22440 waffiku? Dift M lF&I& 2aawo= R.5�11ml mmu- I slr-nv..A v1d.: "540-11 r11od.ndV­tlatl-V..t 121-l"M23 yei '100-1. 8-riVent M.* #1540,51, N.T.ti 9l­id­dW_nN.6-V­t 12/3111'mz� Y. Y_ NiA 11WW 3 rsklilated pow Vent yes Yes NIA 1QUIEV 4 51-tv-1: tii 4 54 521 Z124 frealittdFloudVieft T­ Yes NA '10041W 5 N11.0-t Wide, IS&od; -.9. 0- FkDd Vi Yen Yes WA We, 6 Y"NO WE"' inertias FICOPi'O" YtJ Yes �74 14 54,41,u UNnist Dox F oi Y�r, A 1, Florida Dapartment of Sus4ws & Professional Regulation Page-, V1 Building Codes and Standards I n VMI I Product Approval Application DeW J�" DI PAO DA 0 1= vl�_ vaidAtod 2.12aelitu L%1� A�"d ;gslm R-o" 202111 Dmefl Metals Ole, kason --Rate zaa",� � PF-4 Lee" ERI.,Keen PE W 671OX owi Oetpwnzu i 'In uw�o �IPWGIIK ;x0gory; Roomig %i MM &6CAeQDFV: Metal Rodric C-Nollai Methodt Evaluadim %'--W ff= �nondil 11, 9 U-0-1 FWidd nda�_, gkn F Len 10111-HU frgliQ ciamft, Assurarif Apx_�qd for 9fi Amoi Ify Up i(PrIul D"111211 QUULq&lJ= h9rdlilm Pmaua C­: M.Wni-thu sy,,tert, mc- ICKi 000C. if -ma ohic 175s� E)MG 2008. N. WA �0�180 udl� b1i Florida Department of Busiritfs& & Ferafesslonal Reguktion Builckfg Coclos ard Standards Pr*ductApproval Appilcartion Detail 6#23148" IYA Ymign Briac W a Limag '"idagdar vall" IteltAilgid WftoryyO Amm ReiiilOifn D20 T'Ni C.Dorfitw stm, im"irscri Lwoos, F, zotot P F_ P)M Jr 19;ls, r. 2,7 1,"2920 0402).71UT COA14,2011 Aoplln�� C.I.Jorin Edsi., 0- 01)0,843�762A P-4- W.Olillj Dtvisl Q­ sift""Mohni coltip] "t. method: Ewltiviaon R--W k,- a M Rond. R5qk9teftdAndh,h!,d or w L,-en­,J Flend, Fnofe"rornw Enonm "MUM 2gail"alliftes &M=Zw� ARR2XW&Aka lialtad 2WM pil Nem pfosklid oesgirkAg pffa�qro 1bE­T. rlb­Cl­fi� ­1 Sn-- 5Iu, If 4t: ("'Of �Xe I zl�, rNX, 8 'Inin, N. Y- Ldne Fideiditif% 5prioa [nNr 2 b Yen Yn NAr cel,p� EIpe Fterlaa.� unnn, �iis, Fiber-Cl�sr and 3n,­en Ua, nvwi" -'j"3q 6 8 clud C,"q;e i211lfXQ6 rio Yes Yes VA Ekw File"- D.O. U- nb Ziourailor,s: 4 T-0. N-IM 86#1f�._G &1;a,(4.lhV0Ct-5Q�of 1. IdA cinmasw cogt nawilft" single oad, X eatig-i 5 r�-Ci�­N,d �,_w UAN'o "..ir"d&qnot C"_ ](26-26 *1 Y_ to, WA C-n-to Noes nl�srqn,_ o-h d'ininaln'o iino�1r*004 f.4ff Xci, OX " Oxl� ,�tfqri 6 f Thwrii&Tft, Flbar-O&fm F Clid SM016't1fir Fq1&r1ron�flf,F­t Clpaqfa An yi,o NVA , �wiffiffe Edpa Fooligifiss 11),i,te-li, Ffv 1,ulli,if llfhuir %di, i XY-i GKILD I Tft F eav�,111n� .1 d -OW fle"i"01 lap ` fes, W� V41A a N� Yes Y% NIA cn;mP-W,e E*ge Rberi$�Sinsie Daix�vgh X0. D�­ OXG 9 i. therrip �,v Ffla­Oa4sw .,d lari Nominal 5FOB 3 C�Ia2-0 Yes Y� Wk 1-p�f�fr Edg. Rhorpor, 0,i noer tn or nithtwit 3 Iufltlis flhsw�n�rltftlniing: X�� V OXXCI nnernmr:10's) 10 J T1_r.F,b­Cl­sk -a -Sninaii, wo,in"d 8&#31).0 &�ot.l,,fNd&q­k Glilsed �7111125 r1li, Y. Y_ WA C.rpW,. 116gi, Rberigh-S-ft 0- X_17smonr, ii k Threrata-Tru arid &ncou-St. Noftnal 864yi 7.0 Gniad 1W1 r2kYZ6 1`411 Y. W. carlpoe"' E691 nbeive� rlrto� ninnfwh rt;0d­W XG Cn,, 0,1D norkAln- i 12 Vlo WA a iff4c'A aJOIRte ll "I sitknvoun�fns Of>00 13 rn Th-Tu Fit-04toL and a-bi qor-Ais aws;$ 1=11202M Nn, ye� r. WA kk��_c Opm Coll Edge ANNe;­s S-ngk '4 a. Y, WA _r-J1sL'rt'J F)b(OCla.sin ar" Fnifrootri'S14 Yos falf 'nh ", 141 hl.A TA­'d W&'j, f3p. ndatin (lnzoisn�z $,a INC XX a, oxxv, is m 7A-7ru Rb-Clu5it, Norinnal 61"Fii.18 "Whrod"quor omqi# Y., fVA CWV..H. EN. FOersil.IS S�4d� G.W.ah _Ad,Dlir" Sd Wk*(&) (11"InwV�Anl�X0. OX Mek OX0 neNtiv. kirN) 17 q, Tre�-7ru Fitior ��lame M"­1 80M.8 opide. 12'rylol)26 No Yos Yes WA Csl�_VM E(191r Fila4fotss Dlllrle Doer nT�h of Ahwt QW.ad fodded Open 641W.- �hsn1n,,pn),tqW I ng Rodda Depariment of -Bussiress & Professional Rewiation s(I Ruilefing CNdes and Standard-, Product Approval Appilication Detall finAtAm �7� MlIMLAL ROLE Nit Date Emil gag D22 yat,,i­ all'i'lla"loualt 20ad� Kriamm LQgatiar YAd&,eJ_ft Yh §%kQ "" Ffer; lletde�g A- at*- R�... - W 20 K�T induvenas Jsn� litarri-Dad; Kro - i�� %QkL i I " i wa ZV ic`Q512020 I I Q_ 4-ZD V st tj om 2talty &F uxarsq, &RZ2XWlff UIS AlilaunNisl for L121 baw guiall a" 01 Frunk- Md.A Nurnt, �n I N­ A"Ionoski 4L­iifficl rip h, PlYNZ f �.],WPVKZ INkskmt F­ 9 DOD-6570 �ta,w hwf.ift hi kn� abliAl'o G4"s coor 04M4,7021 Vet Y. Yd% rim M ard 2 t QL t V Fq%W LJ U %ap I M V V r%.%J V M L. %-q.) V V. %.# I F I %.#M I I %J 11 %-"Jq F-1 L.- L; 1 (2023) lloduci Alkportnvai Application Detail . . . ....... Ilift 2al& Que T�k� 6LLiv� i V1, Y4114atell FN A21210.1sil Asarg Wu As i,required by Florida Statute 553.842 and Florida Administrative Code 9B-72, pleas,e pro�Ade the Information and app�rcval numibers on the building compo ents [11sted rf� they M11 be utilized on the construction project for which you are applying for a Categoiry[S ubcategory Manufacturer Product Descriptlion Approval �Number(s) Test Pressures Ex T.r7aTe_,7!1,1` 1. EXTERIOR DOORS A. SWINGING Th e rm aTru Fiber -Classic and Smooth -Star (NON-IMPACTi FL2-0461.1 +67.0.1-67,0 psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12213112,__,26� ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL270470 +80.0/-80.0 psf B. SLIDING MI Windows and Doors Series 42'10 FL15332.1 -FL15332.%r-d +40.0/40.0 psf' 12/31 PGT Series 55.70 NOA r'21-020155.03 +38.7/­38.7 Psf 4Jr14!4_C_1_, Pella Corporation FL2646 C, SE CT ONA L Wayne: -Dalton Series 800.018 100/3200 #1105 (8X7) FL8248,3i +31.0/-35-0 psf 12/311' Wayne -Dalton Series 800018100,18200 #1123 (16X7) FL8248. 10 +30.0/-33.55 psf Wayne -Dalton Series 8000/81 00ii8200 #1124 (16X7) FL8248, 11 +34,4/-38,3 psf 12 / 3 1 / 2D -_ 2 - D. METAL LOUVERED DRS Division o,f'AADG, Inc 607,707,727,747'.and 347 Single & Pairs of Doors FLIl 537,1 N/A (see inst sht") 112/5112C-i 2 2. WINDOWS A. SINGLE HUNG MI Winclows and Doors Series 185 F� 174991 +60.0,1-60.0 psf 1018/21,22r, PGT Series 5500 FL239-2 N/A 713012'u,_,,�� Pella Corporation e, 3 e ri e s 10 / 220 FL11206 +35.01-35trul psf 6/17, Pella Corporation Pella,10 Series FL-116603 +60.011 60.0 psf 6 12 Z12 Cl 27 B. 1-1011RIZONTAL SLIDER MI Windows andDoors Series '188 F1_15351A +55.0/-55.0 psf 2116120-24 Pella Corporation Series 101.20 FLVI 161 +30.0/-30.'0' psf 3 J1 2 71 2_ 0 '2 3 Pella Corporation Series 10 Slidirg 1011ndow FL1_1811 4'A 1 sip. 1-c-1 11 ,C. FIXED MI Windows and Doors Series 185 FL15349,1 +60,, 0,1-60.0 psf 4/3 12 Cj 2 3" PGT Series 5520 FL243.5 Ny"A 4 -it 3 01 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7115lil"20"24 I Pella Corporation 10 Series Flarge Fixed FLIG280 NIA 512 511, 1 131 D� MULLION MI %Nfindows and Doors Series 5764 FL15353�2 'RIA 121/31 PGT Series 5500 FL261 1 R!A 5J;e26Y2_,ZD'-1`f5 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FLI 3192.2 NIA 7 =_1 12/31 B, SOFFI TS Alside Solid and Verr`ed Vinyl Soffit FL15272.1 - FL155272.2 +75.0/-75.10 psf Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL 16544 R5 +54,2x/ 54.2 psf 7130/ 2 2 3' C� OTHE'; 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A N/A 12/1612,025, B, UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N)-'A 61'291,20223 Plyglass USA. Inc, (for Tile Roof) POLYS11CKk TU li FL5259 Nii-fA 7 122r1f-_31ZC-,23 Cn ROOFING FASTENERS NOTUSED D,, ROOF VENTILATORS Th,ompsoni: Arch Metal Cornp, Off Ridge Vents FL16918A - FL169,18,41 N;A Florida kiletal Products, Inc Vent RV10 FL2-1580.3 RIA 12131/-"V,�_. Lomanco. Inc DA-4 Ex ahu-st V ent F1_17202,1 +97.5/-q7.-J1-, pSf 12 10 E. ROOFING 11LIES3 Boral Tile Villa 900 FL71849�27 - FL7849�28 1 1213 1 i-2, 11.) 2. Boral Tile Saxony 900 FL'17849�� 16 - FL7849,20 N)'A 12/311.­"L�__ F. METAL ROOF Drexel Metals, Inc. DMC 10ONS. DMC 150 S S . D M C 75S, DIVIC 22`00s, DMC 5V FL17679.1 +0,1-180 12/31 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stomi Panels FL15076.1 - FLI 5076,2 R!A 1 /2/31 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS k WOOD CONNECTORS/ USP Structural Con!n. see chart A N1C 1H�O RS Simpson Strong-T* see chart', B. TRUSS PLATES ITvV Building Components Alpine Truss Plates FL1999,1 - F L1 999.4 411A 1�21/l.-�f MiTek Industries, Inc. Truss Plates FL2197.1 - F 1 2197,5 NIA 12/ 3 112 �_` 2 C� ENGINEERED LL)NIBER Weyerhaeuser Rim �Board. LVL, PSL. LSL FL6527,1 - FL6527.5 NtA 10131 '12'C'! D, MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 ti,11A 9111 /2 �'D 2 3 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 M!A 51251 C-12 The products listed below did not demonstrate product approval at plan remew- I understand that at the time of inspection of these products, the follovAng information rn ust, be. available to the inspector on 'The jobsite: 1) copy of the product approval., 2) A, PP, L,ICANT SIGNATURE t V­4� 1 hin 1,�: Irn, "V D'Aside HO 0 stant, Fnnsro"� xi t� 4 ve-, Ires INVII _-4 Y�_ yi�s Y� SjA -J V_ ile� Y� 1! t 01 �,, r "T"A Yfs Yn� Yes W, N Y_ Y" Y­ Yia& w% TI as Ve& Yes NVAI oi iVof r; Ym Yes fix, W N s� Y� Y�. WA v"i: 2:�� ­­n8q Y6�_ Yes KYA T Vas Yes, Yes WA -- ---- Y_ Yes WA Ij n� ved "A 12,:: 1 Ir as Y es Yes HtA Y_ Ye* tYA f'� Yes V� yes f1YA 1:! 1 1 ''M C, 41 r Y_ Yes No N(A I I I �0 r! Y" No WA I (orn No FVA v 'fes Yf% No W`% 1- 0 Y_ No NVA Y_ N. 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I : a. - (D � Slac,intinivir, Tru-, Pi Ii or -, "I" inji5ii 'gi rLdI ,d i Tonnimai NothcH� PITTILITTITIA oliPeo"m o ­ ", ,,nin lai .1daiii zIdle, "T:�!ll���4-1��ll,�i-11461"6:11", I 7� � owlsajdnooeilothocl� oisiol Report from 14 pledill r."ITITILTInee OnTo T,"'T'Iri ,"Ll"I", T_I'T'V o 01r"m�", t Allemai E istumi lll�pm! t"'Tna lilliIII Rdrp%I�I­JA,,rI Li­-dli O"'C"I � :7 -i i fWIPJAW-Lam3� M122LBILD191I , T)"1T'i:IThnLTIF.T g naar � f � <- 2ATATTAsammodoo AsamillmUlm-wilt Aaamali� mama�l 04 6w1zmN_LI1.&e &WLU2L(Z_.4" w2a�l 2LA91-1 EW 04&5�1 I 4-ft leru�d NU�A h4sill&w w Million; _Vlia 42ini :Ielisl ON ?i oes � Ted P III Hytiz civil IJVK O.Wai pteei -8-01 ft2Al 02!M Hooker Ter Re- eT,iftu PtiErilti. 2==d Ila H'-,,N olowtill kidiMm !QmIa;'O gieftAllookona #11. 4 I, - T, im loeo AgTis.rdsdIrL Ilsir liml ", I I , ,r � _l 1 61111 6 Ol 11� [ 8 J�a hj.3Lj of'rj�tn L oe �Ae"J'W Peln 11 I '"J: i "Wq 4 IITo. yel NA NTA' i Midil.. tVL L-IlIleleId V­%, LIi I I.o rZ3 IT. 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TZIM41TKI4 T� Y", NA LIAL ii ePlin, 6ILL'Il � W20,15i ga I'll. _-A ill N. 6� dlL'L'eThI'T'I:T'.�1 M'� lc,I""if OI�Fnkld olield tAl ITIlrI V.Liwid ullr�"Q T I P" " ,I 1 IT I TIL 111.1" 1 i 6 � I - 'MIA MM8 TL20' Ii IT) q, ,­ -adn' lit. 12�:I;JTAY24 moi, htn=mfoiel , r" laxT V_ Y_ Y­ Yen N "I on, LLT4 MIA ­1 I � : I I ---- � I ­ --- ­ ­ __­'.__._11_____1._________­ ---------- -----".�--,------�-------,-----------�-.--�-.--- March 6, 2023 PA 1 .1 � I 0 __ ____ 300ME&Z'����l%--, Florida Deparloneellci Wildn"s & Proliessional lRegulaboll Pp1 sat FI De"hurielit,of kwiless FROQUIabon 11 af 11 Rtaida Deparlarnim of Business & Professlorlal PzWetlon Panda Prj4fI R41JL�IabOn owidl Bulding Codes and'Stondarids BuBdIrig Codas and Standoem 0110XIiIi Building and Codes Staridards rku'kWx'-� Z�oaIas Md soindard.9 on w= U) 1 —0> Proftot Appease' Appimmallion Deema Produst Approval Appi mobw DOW Isoldua Approosat AppliI Detall F_O.M Approea I ApptiII Detail 0 7C3 (D 0— 0 RISK ika rely Pold 0 91"1 Oft Alla RFW-&Mlm PAR -a--* -0* ik5ON .4kb-a� 21k -QM gift Pood 2ft (a) 0 ihI id"04,01001 ds—w- k- �41 Wyli 14414,01141 IIYOA11119-190 As Srn1v yors btp~wv 9"-fPs SNOW 4-tamm"" W-oftaI V-o-sftlel- P M-C-Aplev-o A-Qq�;wsol 29-" swo rak. 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Plans Review completed and appro for 'o Cornplia,14CE wi tb the 2020 FBC 7th Edition hI Debra AnreKI'ahr PX23j6 del %4.of CL J0 LLJ do% LL- Ar 'oe 0 LU LILM (3) n March 6, 2023 PA 1.2 it I - T-- --TlH I fl-THE I fT 11 1 1 -1 - — - I -- - - - . — - — I ,ter F—r I , T E—, - - --U— 1 1 - 11 -T---F- I 111_�V'M�AW"111012,tC S.'i � - 4­4 (1) __ - __ ---.--- ----.--,-------------�l-----.----.------------ I ! � , ; (1) I_- 1 . � - I (13 (3) 1 q i -0 > = I ; & # (D 0 ; `L L_ = 70 EM= Simpson Strong -Tie 2020 FBC Approved Products L)pldelerd 12rX "MO E= Simpson Strong -Tie 2020 FBC Approved Products UQ,dsteif 12ri,1:292n �� S! m pson Strong -T i e 2020 F B C Approved P rod ucts 1 : UpaRI '' ; '' : 1 ­ =� Siryipson Strong -Tile 2020 FEC ApprI Products LiFidillnecl 12MIZ020 (1) O_ 0 CL 0 S__ For d*,i.Lt Inks to all Ssir aprorwrrils fisted before gwg�'ZMRE. C= ligI�ll 11111111 '1111 Form"- to� " mh's ,J ,"; _t,.I�L , ". Jr.,ri....j. JISted ,likov ��­ rr� ii- _ 5.d � I � lR rWW Fer crelt ll to gill 88T Ar,proi3l, listed nMow ��,'.,.ij dIlLB.F, . � ! ��G� , ii'li:' , ir I' F �- - - V �:'� " � I F ��'l -, ,Dr- �] "� � �11', t r1ol, : � : i , ::! � (1) cu -r3 Q- For rulditiorril Information regarding Ft ftrt`�Obdrl C.01.1111'ni I MclI Stil"ide Product App�cvcl 61,rrumn and did Noil sArrinFiarrie �INOAF, �,'_,'i_',_t1t'8Ltl2J� � For lidde,0181 "CereU01 regardifig Flondas titej,�lode PrnI oprilli:iM 8yskirn itril Wilirrh4dyide (,ruInhi NW`�, rdAi:rr,-,rrtauc(, IIFIGA�' ,-.'E,.rC -LIL I-, _ _�!_j ,1,_ For vuldidonall 111114orallation rogritr(Ill FlailrI aliterildle ildroclunt ftill iyslorr, and diburr-E.Irri1r: Couilt,, i ricise id'AolspZarifiri IN"JA!i. !! �: JLI, , ! JJ ��!J&t E I ��'! �_ !�:�:' : � I : �L'1-1, ['qll'� �' P'-'Zi n,�lx 1: �- �' '['­'�� " : 1!I�:' All �'il'�:l:�, ,,: ',!,�( ,4-� J I �,�,,,­,, r, ,',:, ,il A4cepLarice(NC,A,� _uLi" III E E KU = . I ,.1 I t ­_Z= ____ .- -4--i (1) G) . l I (-) -#-- U) I - FL#i F L#J 044§i-IM EL#1 W§-Rf5 ; ; I � I- Ir ­ '<' "ll-:', [�,-�---- liur�-, I'l pit hanorl ,ivaisdrjckrW­israrFgqr� - --i .1 from 1-5i8dile'i. - = .-3 M ' W . . 7 ; ��l li and hoignits eirddig flrin- 41-5? 1 e-i to 1 1 " concill maros, - M (1) ­C3 C) ILq# EEgg�dJMgg0I,N_UmMr2rU�M2 Illimbo 92Lcmilorn _ -141gl Ero§uct Model. Nurgtgr or Ngm,e ProductQMhMion §l Proglilct tdqeI, NuMor or WilIf�ie ProguctDeki[IlUfloll i .., ,s cn (H LIC-ri zi,F aflZitti torr-'rodoI& having width equal to or 7 3 0 0 . - -0 . I Titen Ste inless Steel Co ncriete & Masonry $draw (17 N42_s� IM" diariefed Tri stainless steel rnasunry screx 1 All. A23, A33 A34,A35. A44 Angles I ll QTS, L',11I - I SrCK q les I _� � .� I ar than 3 9116' = I- - s-- (3) APVA21 APVA4, ARV46 lauLdi:3orAccents Angles 12 ,-MST12. CV.S714. CMSTC16 Cokid Slurps . I4 -, ­,,;+,,-rno,,jl­tnancws 1-7`Vto5�- `0 o- = 3 . ArU-44� APEL44R APVBC6, AP13613R. ARB86, ApbWR, APE,1010, AP131010R, APV1344, Uu'drrc-F Aroiii Post Bases � :1 C514' C-516, C518, C520. C-SM i r Collect Straps i i ­' - lol TljL, - "waillirreirwa ,5mngingfrorn "' 'mid dejaInts ranmircl from 9-1/4"to 16' - -2 = 0 Li- 3: FL#95WRO APVII AMI'R66 APV666R APVII Al"'VIB88R, APVaID10, AP%/bI 4 CSI-10", C'SHIP20 Clrivrd!��napi; � ! I � - r. �' � -,- ,- I -- , , 7 ,-;!-i �-' I L I ­ I _'_.� --- -- -. r., � mourthanani, (_ - - I v I-Illi- - (13 4 APDJT2A. APIDJUR-4, APDJT2-6, APDJT2R-6, APVD,jT2-4, APVDJT_-RA, Al"Vil autdoorAccen's Deck. Joist Ties � �TS21� 11 Compresiiiaorj'erjt�oln Strap � I _; ; Li 1­li - � � - - _­_ _1_1� I ,%:e nI rianee-S (I M C) > Sect 9 Product Model, Numberor Name Product Description APVD,JT12R-3 a DSP, SEP -1 SP : Sind to Plate he 1 ; ' 1� I . J, "t'- l, " :17 `�, e mount hai - Ct) I I SD10112DBB Outdoor -Accents, Connectar Sorew ,I APHH46, APHH46R. API-111-4161(j. APHH61CR CitatdoorA�--eenlis Heavy Hanger 7 Hi, HICA, H2.5A, H3, H6, H7Z H'It H16S, WIC-2, H16-25 � Hurricane Ties : : 1 5 U."., �- �, lt� _� , � F jl�e mount hangers available in wdI ranging from 1-9116"llip 4- I (3) L_ , i " 2 SD9112, $09212, S010112, S010212 Slucing-Driye SID Connector &rew 6 APL4. APU� APT4, All APVL4, APVL6, AP1.74, APVT6 0w,door Accents L and T Bearr-o-Colunrip. 7irms 8 ll HGT-3, HGT-4 Hearry Gimer Tiwdo,m ! 5:� ,ind heights ra-grrig from a" to 1 3-15116" . - 1I M 0- 3 SD91112S$� SM212a-5 Strong -Urive ED r"win Klet SE Screw 7 . APILH 24, .APLII APLJH26, AP LH226 R, AK H21 0, Al"Lli-1.21 OR Ovidooi.A,ccierits Light Hangers P H-�24 1 HumcaneiTie I 17 J_ r� , r' � �l ' '� " " - :�T "I � ' L �'T "r�-U-r'_._ Sr _L' ijl�'Li.�' �'_T,%�f..'�", I Jl� .... .. , L: qr' - � -, - - � , " - � ,A,;� mou n I I ning, erti - 'R I -I- I o- 4 SDCF2243i'. SDCF2251Z SDCF22614, SDCF22700, SDCF22a58, SDCF221M 4, 18tong-DrIve SDCP Timb,I Srrew 13 BVILZ BrovVeriecur Ledger Connector -10 HSS"_".-'FD81 5� HS82-2-SUS3 FISS2-3�$Mi,l wds-�,,-SDI,33 � Hoavy Stud Shot,. i 1:1 t' i: ,:' l,i: "!�""J�"' i �-;,i,�D-rr,ount.har,�ir,F�;avaiV.WV,,.&�r,t,istangitigfroimI.E��l(�'"to5- = 1--_0._ (n _e -3- SDCF221IS4, SDCF--1334. SUCF2719US, $DCll 9 Gff'12Z CE]IT47_1 Gionceaksl Beam Ties 11 1I F-I HZTI� Hil,:715 b-124I I 4ht StTaPS '!,,: " i" �nd h eights ranging fraii 6-1 tri'l T2` to I?-112" 5 SMP2243', SDCP22512 SDGP22614, SID(;P22700, SDCP22&58, SDCR2219,12, dtdr,nrFIF1ErrdoSLX".rlr1 I imidnr�CP$crerro . 10 U'JT3Z, CJrII U-J"ll CJT67 r"'orierstled Joint Tor, 1 I " 1-171116, H ti:��ilj, HTS24, H FiKv� I Tli,,'(F, H F S30F'� Heavy Tymst Strap � I "; V, I i, 1: li, d1l ::'11, ­:llid c!�ryou rid Ili ang er; N I siDCR2121100, SDCP221134, SOCIP22714,00 Ill DJT1d Duck JoelitTie 1'� F 1'.'ji'Il fjr� I ':"� 11 I I O'�) 2ill4i 1 ���:!' Heo,y I last Strop � ; .1,11 � � �; l l �: � I � �:: r �'! � �: � � ­1 ' '� '' : " 1 `11�1;�l­71 � j:�; 0�lli'd fire rlrilui I' 1 1 'a uge"S :IiNi F, bl��! hi Widths milig Ili,) KIM I - 6 SDHR2?4100 SOW0716141 SOHR31400, 901HR31614 . Stria-,;l-1F)rMe SDHKI Corribit-Hearl Screw 1, � (). Dry Waill 3-folt 1,4 I i L4 In' , Floor Tie An chor � l �o'����e7'',,3!iT,ji,�-1glAc,iirg�t��f��3rTia-l�16"(C�lll,-:,I�4"', I I SDS25112 SID-1:25134, SDc'2514W, SIDS2521 2, SMS25300, S0326SI 2, SDS215412 Sdir"rmil-Icivile, SHE f-leavy-Mq Connector Screw 13 � lal FiCir Fronlifirlir-Im, - 15 LSIA-0, 1-131I LSIA16 L.:S'"r'l6'l­'_1"�I I-SIA24,1-ST630, USI ,I � 3"Iffoll Straps . i , ­rtirrae ISURC ­ SIJLC� available her all diFiLible , � ori'17 eall Ned ge ir H SDS2550C, SDS255DD, SiDS25800 14 FVVANZ - Folunriation ";.'all "Lorgles. M ll L STI T3 Slarignt Straps � l 2X� .�nd 4XnYccsls:oT,fyacatethrrge soorc-lealled t 8 SDS25112ES, MS252MSS, SDS25212SS, SDS25WOSS SDS2531 27SS Stro,rig-CII EDE He2i Connector SE Screw 115 GAI, GA-2- G,is&at An�,Ies �7 L-7820 LT34C T BT:daing � 11- h �', i , 1;'P� ��' :� , . ` jL, nrioun� harirma� avaitable in ,vdths ranging from 1-911I 9 SDWII SDWF2720, SDVVF2724, SDVVF2726, SOWF2730 Strorl -Eirill SDWF Ploor-tia-Floor Screw �6 I I 1­12_5T� H8. 1,110A�2, Hl PS, H14, HGA10 Hurricarra -, lot 18 LTS­12� LTS16. L-Il LTSX ; LQlv, Tw_-tStrap ; "a!"d heich.t��rarLl,,�,.igtm-r,i�'-iW't,- 11-1/4" � " � 18 JI HH4 HK6 � Heiisr'� �_-_Cealed �o Mir I w Hinarider Fangric; 19 -10 MIS- r,-S T � 7 MIST-17 MST48 %ASTol) V_1i772 i Itiliedium, Girder I edown i � s1ralght Strap$ i FL#10007-RS 19 KBS 1Z Knee-Brinni Stabap--ir ,-a li IMSTAl 2. MSTA15 %AS -A-,' ,, US- A21. MST .424, MSTA30 IOSTA36 META49 Strarght Ftraps I F1 41in',F�7,R6 20 II L60i 1.7�0 L9D kirigwii 22 fill PASTC40, II ?Y�'-,-. 4I JI Straight Slitraps � 4 Sea X Product WdeL Number or Name Product clieterrivillon 21 LCEA Po- Cap 23 W97C-18rM, MS7015611g'i Pre-"Ien� Strap, k i LLL, qt, 4 Prndil�t `140df,ll, l,IQTDtX-! '�- t,:'Unc- PicrOuct Des-grl I ATIl ATRlJZ ATRV8 ATRV4 Threaded Rods '_" ILSiM� ILS-hn- II LS_Q0 , S' .130 0 les, 24 Fir S7 I 26 M �- T 1 36, M'_FT 1 48 � ,M S� T I 1,51.), Wr ST 1 72 b-Itaight Sitrups I � L';- ,,t­li�� �""I�:v � i,4, �arrqs hangers ainerI n �.,Acrhs ranging from 1 -9116" to 7- 2 ATUD5, ATUD&ZATUM, ATUDl_-_9. A-l"U09-3. ATUD14, ATUDIII AlLuminurn l"Alitue-Up Dea,ke 23 L�,CZ ta ta I � AdlustaU_­_ irstri,ge-Conriticir-1 ,-_5 r,1TS,2, VITS16, ditt!918 FOT320 "'ll frll�`�M' NITS'3DIC I WdiurnTwist Strap 4 - ,,5',ind itrigints rarging fron, 7-JIFF" JoRg'. ' - 3 SP,VII BF 112, blal 12-3. BP5lQ,-2. 6PS18-2, BP3(4, W31I WIRTUD11-4 Dealing -11eities 24 LSU,M_L=Zj LSSJ---r,,-P,4 LSSJ2812. LS,1:W8RZ. LG_-J2lriLz L1rSJ2 1 UI:-'2 Field A:isistabla -lack Hanger - 2ti NCA2xl 0-t-2, AGAZi 1 2 12, NCA2xe lij, diF`.7ii2iJr_-M, FfUA2x'12-l6 ! Bringing I I I_� Lil� ,,l,qki�: on F, , 1 op "ange hargers avatili in,ril ranging from 3-616'to 7- 4 CNW118 C'4"il!:, �nfdr,V`518, Cl,,P4V3M, ClidW�W81f2, CN'VV3,r4-,5f8 - C��oiioe!F[4t&-. 15 i,)-­ � &%- FZA 41 �, 1_,'7;Sc!`1 al, LSSR2 1, LSSR2 37, LSSR2 56 [,SS17211 .' F-IiiI A-apstable SIopeablttr,'8ke,,%ab;e Hari g er FT 110l.11krMIP RCME 14 i i li Bracing I 1 "t":.ind heights Tariging fl,oft, 9-114" to 24". 5 CTUV6, CTUD65, CT1JDQ6, CTUD76, CTII.07e, CTUD77,CTFJD87, CT'UD,5i I F I l���!,n��[Plil���'t'r,ake,�,�.lp Deviole X, LTP4, �TPI;5 I fe lr'Wes �5 FFI:'�!IFF' RrP$Z2, I:ll1l:1:ii2e! 1 Repair Plate Strap ! I :r �� I�'�' I I: l. le, 1;.":l Li�-! F hip large hirtinAers:.rvarialbie inwilti!i ranging frond I -I/Vto ' .3- . z CTU09B, CTUD99 27 MI-2-312, NU4Z, ML287, IAL28Z M= Angles 2g, RSP 4 I Stud to Piale corl"Iecdoll � l�,P8' and heig i Its rar ,ing froi, 7- 1 14'' to 2W. 6 N3,144l II NO Heavy Hex Nuts 28 MMH8 R a of IF re D C'm F BIU) 'ZPT SP2, SP4r ��%' r_rF"".� � Stud Claim "I le r ; 1 1 1. ii Id , '.:' 'i �" � 1, �� * �:T � " 1 op'singia dirgirtsavakeI itirs,tiths irsaging, from 143/4`103- I 7 RTUIG,rJ RTU0313, RTUC4, RTLJD4S RTL D5 RTUD5, RTU D7, RTUDa RaichIntng Take -Up Device 29 MMHC Hirgilid Rod Connei 3`1 sPH4'r SpHe' SPF18 Hea,iv Ctad Plate Tie r ' � '.,�i ..�nd�ip.�i;ghtsczit,�,�ingfn,,i9-lf4'tc24�' a TUD9, I Lit) ]0 T alke-Up Devoce 30 MMILU26, bAKI-126-2, MMLU26 MMI "ArIFOLU2113 dillivILL11211, I'MILU130, WALLA311, Face-10runt Haripers: , :�2 SSt 5, S,S2,C, Sdr?, $$4�5 Stid Shoo i � _: L'�_ ='� '' ­. ".� ,.', 11 �1'3 ­r"j �­ 1 1 ,,,p,, arl hargers �_--,asable n wdtlis ratirriging from 5-1,irl'to &- 9 TUIN36 7 rike-Up Washer ,'�! RBC RFICiP Prof lioundar), Clio, �� - -1 -, F2 "51 '122, U-121") Z:71-Z!5r TF iQiT9'1`iIT12'_;T173 jrlllz�'S7211 _Q ,121 5, Ul ft 72 4 ST 6,73C I I Straight �I � I .1 �� _�Ir� �indheiig�itsrn,,ciingfru�ll"t�'i-I?Z'. _' 10 URS3 318" U plil Rod Ron Modairra Sesnem - 32 II RuntTieI I 2-4 t P----'J -1 W. 7 T E3,30 T J336 � 7 a42, T -3 4 F., T Cy_-�J, T B56 Tafltl - : i 81,51mrRilidgirigi i I Y I �" ­'­ -.1- - - I ii Iris ranging from 3-5/6' to 7- I) I ange hangeu; Avatiabl. 4n vAC 11 LJ RS,jI 1/2" U pr't Rod Run Tledc-m Srviitem, 3,S RTC,2_277, RTC42, RTC27, R'TC44 . Ringo 'Tie, C�onrkertrrr a5 7WB-C' "A612, 7i'VE14 'Wall Biral-Ing ; ; � _� - �itidheigi,tSrafl�.f)gfr-on-l',-I-�4�'tc37' z 12 URS5 5/8" U pIft Rod Run Tzelo,-in Sesterrin - 34 SITC isFC-T DTC HTC4 ' Tits-, CIII ��s VGT V=R,VC3TL I � Varilablapilch Glider 'I'dovivin i . . _� I � I ­ I ll "I � ��, eh - 1. -aneners ava0l3bris in �ecfths raniing ft'am 3-VA" to B-71&' . - 13 IJ RES6 Will" Upirt Rod Run Tie,do-m Ry-je,rin '15 TX1n7 TiCij TftAs jack 014r_- 37 'VIVS1416 Virl,106C, WFIV26, -,1JP1 261- M6143C Vil. I PA a, in g ! I ��. I 1�eigl ranging from F'. liz, to � F, 36 M_ Z4 -7 -A, ll Stfuen,51' Cl:p,5 I 11 I' . ) "4 ] L� t_.'_ '.�' ��fl­, - - ­p"arige hangers avaijable mri,I ranging from 3-114"to 7- . 1 i ­� indhej -1 I I'l fir 371 ginti; (a,Tiging fill) - 1 I ELM M41 -86 ELORNIM- I 1 I l � � t s: ��4', � ii: � i .� I up r ange haingiefs �vafkjtbl- ill wi ranging front 1-9116, to 7- FL#1M47-M 11 � . 1! ' �irld hegglits f�,­,qmg ft.-.i 8" fc,'��)` ANI Prodylot WdQl, Numige'Loir NAm P. ro 1 uot II n at 1 9. n 5,W FiriMilirt higideL Humll)l or Nam i ProMl DewnpWrif I I� I A..:�: �,� ,,��4 I 'il�Ii� : �:: �i,j��Ie harigArsavaiiPble ir widths rainging fronin 5- 1,14" to 3-W LU t DTTI., I told ricivin §g_q * Product Model- Number or Name P ; u d u at II ril pt I a n t 1�711 1217x&S, CF11 !� 170 8a CRH!�':37:ig 7�5 conce'lle'd hari I �� rl felgintir r7linging frorn 1 0-1 J2"!do 2R"- 2 HDC'111014i W-ClOr2Z, 11 jold-down I AMEP Aidjustat- Hp -End Connee,o)Jr - UIJ L)�d�J,L'k�Ljll:::::!E�eii�eE��a,n�lers I Ir2o-a III (IDU, Ujdl,J�ill dop flange (UHILI'll' � riange �, l I rr _ lill,111 li,­itl�iii�i,i,i� i ,.+r � ang a I imi ge:Fb ,varlab e invi di s rang in fniiiini 3-1/4" to 8- 3 HID08, HIIII HHUFF14 I rold drivri '2 13317:2R-MW FIS3, 0SCA-R-Sin'33, 71,SCAL-SM-3 Drag StrA ConripLAWre, elvaitable invaciths ranging florri '41 8' to 34.11 3'and t ,�, ri, � ­1 11 i , ,indlie�,�ip��tsta.�g.nqfr-,-�7=lt2"IL:)57' , 4 HDU2,iHDU4 HDUS HOU-5,HM11 HDLI14 Hold-down 3 G RC- Ga b in, Brace Connector ranging from 9-1 la" to 2$-151183'. . I : � I - I'i�,l �'��:, �,'d, �r �' - : r, f aa9v liar ge vs availililI .� in wrrn�% tariging from'3-1 14" to 7- Star -el tudinanclior 4 HCI Hl�_11?2. lf�_Fai HIP i_�oi net p4te -A 1­11_61_13 CKd-SUS, HQU5,25-SD'S HGU5 50-SCS, HQIJ5�62-S[)S, HGU7.Q(Jl-!SI HGII Fade-firlount hangers i ! ,' ,indheig�itsrot-�-.'Pgft���iIA"tzaZ,',3" - 6 LSTHC,8 LSTHDBRj Strap�slyle rridd-clown 5 ll HHR(--f2, HARC42�2 HHRC4;1 W HHIRC44, HHIRG5 2&3_25 HHR(,5 27,`3 1Z Heavy i-hp to R-elge C,orriectors- SDS� HIGU9.00-SIDS I ' 31 � � �� , � i %�' 1, 1 �J) Farl hangers irvasiibie n ind'Ns running from 2.5116'to 1 - Mi 7 MASA. MAW Foundation anchor strap HIARC66 4 HGLIS series hangers I Faco-mol hargil available in,mciths, ranglel; Imn, 1- .. ;' I'l- i -,", ii and he ights viriging 4rrm 11 Y I W' 8 MPA132, NIPA144 Strap -style puriln anchor 15 HRC1 8-,, HRC22 Hip Rid�� C4,anriectar ;XT'and herahM rarging from 1-5116" to 12-71a", ! - ; " I . , , -"l 17-�� - I -p ':ange joist harl-eirs ae aiablee in vvdi ranging from 3-1 la" to 9 Pi PA22 PA28, PA35, PA5,.. PABA Sirap-s" our in arrinhor 7 LRII LRU28 LRU"210 LRU212 Rafe,- Hanner � HH0115 25�SDS, HHGLI5 50,SDS VHGU5 112-SDIS, nMGU7 00-SIDS HHGU7 25-SIDS, ; Face-nnnuint hergers i % -,­6'arid iieig�is ranging 1,amrS ,W4"to 13-V&'� 10 II PAI233 PADA PAI35 Strap-stylki, lo-irr- an-cricir 3 LSU-,13 I SZE_� ll 0 1I Sliope-L,403keewabre U Hanger � ' Hff-GUP�00-SDS I i ­r ; I ; 1, :. I , , , ­� - "­ � l p arl hangers ­@dab!e;nwc!I 2i ranging from 1-9116'tc 5- ll SITHDI 0, STH Di DRJ Strap -style mold-dicill 9 TBE4, TLIEC Trusr, Sp.aring EVIlhar"Car I 'i � HHUS2,5­2 HHUS25-2, HI 0-,, HHUS4152, 7 IWIS48 HHUS41 0, HHUS5,51W10, Face -mount hangers I - " - -,rig tro- 3-iifle to 15" Concealed flange �ind he�clits ta � W - 1 12 r'_'TTHD14 STHD14RJ StImp-s" do[d�doyar 10 T(3324 -t-26 TCn7a TrLssC!p lii-TiiS7 '25,,'D ! I .­ � on (H IJI,Tl`�, A,aVAllyk4 tr.9 all naariums having width equa� to or I I THA29,THA213,THA2l8,THA21j3,2. �HA2L7�.�-2,TH44J.'i,-FHA418,THAG��:lL'�, IH0422, Ad1w,firlicireTruisal-farge, 7 HSJR, Hl,'Lt-, HSORC HS,11-Conlie'r-narigArn SkiNved nilc&-mount haidgers revzdalip I- %-al radgjd� t4i��n_ �­ ; i ,; e�:er twin Z-9VII I THAC422 -THA.426 T � IA422-2, THA42C, 2 . 118" to 6 IM .. . and: heights ranging nrorn 4-iriQr" �0 =1 �_­af4' ! _�� J:�%l i ­',- '' .� � lz!p:�nqp hangers, avar-ablomwoILIhnfrangingfrolm 11-9116"ll 1 12 �r THAI I B1,12.2, THM2 06&22, III If I THAI32"! TFIAII,ir,'� I HA111r."2 p,cJjrerfI Trusr;� H..angcg Saa�j for I.JoiI Concealed flange veNron (HISLIRC, HSULC) a�ail,rhle f i I I i ,,urid FrOaritis Tarigang fror'r 5-U." tra ZT, I ' � I -1 THAI. 42P� THAR4212 '8kuvrcn, `iruis* Hangia- ,,Fc! 2FKand ,$Xrrodels� i'dify acri'lir-ilarrge 's ridrice'laIr I i doinr ; ­ F",`�':! �j: ", :li: '1, F, � 7 �4) '�,irrgo uangeTs availl, inwivtn�parroing from 1-9M61rd", 14 TF1,102,q, LTIJA25, .11-00i n1vidrple Weis Hargers, 6 Illuz", 1 fid2a, 111,1141i), HFTU2S-2JI1IiJ21d,2 HIU210 2 Facerniowntirrarl � I . ", ,Ind h6ghts ra.itzing i'm a 5-3/8" Io 32" - , - 15 THJN!2 4-Sirt THJ rFF0,,5-SDS3, TWIL1211, TF JU2VA" , Wiriple Truss Hangecs 9 HU I III ... ir �irerles daingelil; Face-firl hangers m,aldildle invordiffis risighigfrom 1-' ' P, I, 7 I � r'�"�i�,­fi­ 1411�11['! I '!.�p flarl hangers zivaltah�i in eirinths infujing from 1-9116'Ito 3- � 16 TSSR2�24 Truss 1-5pacist Restraint 11�" and helitfirls; faril Ilan 2-7MY'lo it,t,W, Conceal , l ii: i I .. . `�-" ,,ndtie;!3�itsta�-�-7.�ngfr,,�i,qS-l�-o'l�ltr - � 17 VPAl VPA25 VPAS, VRA35, IVPA4 Va,rable Pituh Connectors version fHl.jC) avaiiable, for al� imodois having vordth 6qu- I tn i: i : � � Q ,.-� 1': -, , � 'Llrl� : 14 7,,;) �Irjnge- hangeni available lin wicti) -of 1.911 6'and heights I is IVITCR %ra 4, rev T,u ss C lid grelateet than 2 g/l 6" I V I i ,-,,-,. Ing Irorn 5-alii ,o 7-114' I; if) HUC31,8ld5-S0S, HI 81�11-Sn HUCO210-2-SM HL1CWl0-3_SDS, HUCI-1-511101- Face -mount hangers 1 213 - -! " , - , , l' : F -� T ir, rtangt. hangers a -,,a sX-11:- . -­ic�­ cif I -9116' and heigilts - &C, ,DS, HUCC410-SIDS, ­1UG(W2-S1riiS II 2 -Sr;S, HUCQ5 25,111 -SDG, HUCQ6­1 0 I , ;- ��:P.g frorn q-&11 R" =n IS -We . �: . SDS, H=X12 SD�; I I . I I I I I i ! i i Milli Arrf 0 8 ?fl�3 \' r-,--) A / 'I / \ - / - ­­ --- ­_'... .---. -1 � ­­­ ____.__.______.____________._. � r : : - V I r'�_ Vi,I Review Assist, InI . I I Pl"" Rpv'aw Crim,10leted and approved � 3r0VPVd I � C'j'rr)riFV�iWHM? With the 2020 ; I 1`19C 7th Edition � ! I ! [�V i`h.�br8 Anfle KI'ahr PX2300 K,-91,1,liz-3-:3 Simpson Strong -Tie 2020 FBC Approved Products Upileed lZWOMID Simpson Strong -Tie 2020 FBC Approved Products Updated lZf_-iiX2jr2' V7 =ka­ Simpson Strong -Tie 2020 FBC Approved Products � ! I Upidatet � - - � I ______ _____ it I Simpson Strong -Tie -2,020 FBC Approvec Prordlucts UpWried 12r,W2020 �� I For cllrrs�t Inks to all ,-ST epproirrits, Ned brilay. _�ZLIQK 4.ff, = ' For dl Inks to M EST approval�j II botolv -LI1:Jr,HEF �� C . or dffe�l I io aff SST approvati III loeoi�,;�Ii J�� EB,E � I - i _ -,­'Ii_"t ,,i,.i,],-- ;r,in,f rst'-L'. � � ,J � I 11 For adidbonal inflamrodon regarding Flonda's StatevMe Product Approve] %sfii ant Marn A)ede County Notilea of Acceptance (NON. ji�� . For additoI information legal Florida's ,ikAalemdde Pirc,'NaAppirmal S,'Mlem on (J Menril-U,ede �'cirri Irl'--a C, Prccepance jN0Aj' I�I'I�Q��'.�k'd��D� k Fbr addiolal Information rikiardeip Horidri!s StAvArdle Plirodud Approval S.,vdil and rAirrie-Vaide "curril, Roinie, 0 Acmptarice,tl,,'UA�� �,",' �!��,tjl- �L I --.--.- . ­ ­.. - I I 'T�' . I ,. . I : J od � 0 13 'I Xr'0 '�­ iii- ­�"T" � t i 1� � �!.�lil�­O�� , -.: Jdl'[':'�rjil',J�� . .­e- 't' � '.'at'. Li,.'lt ­ __1_1_­­ -- ------- __.:��_'__' ____ ___ , �'__ ZZ I— =­Z­­ = ­_ . - ck,;�i, N;z�.�, ,�� -�ccer!Iancli �NC�N, &;jiijar 21 LB series harigism Top flange harrigerz isteutable inaidth of I -Sil 6' and delights ELM J-40-95- 1 78 -54-13V1.54, SiLBV1.81 Sil-2',i 06 SiLBV2,'!7,, &PUdVZ,dlri, SI'LB112,60 51L.01,13 12, Top Nange ,orst Hanors i i i ��� L I �! I ,�.�'�,sivue Anchor lot iioncr-�e rainging Ircim 5-318" to 15-1 0' I SMI V5, SPURV3 62 Sli. BI,14 Uill, SP-SW 12 Slf-13V4 .�S SiL.8l,'4 1 5 &I-12"o"i,50 � 1 , � - e'r I '� ,� J';i:��!F '! I i ':�:7�'� , T:, r, I ��'�:%' , , �� -�' �� FFI� ';Ljr,� g-Bof 2 Vlire�_tjekicri,r for co-crete aviiilable in carbil 22 LUAZ seji� harVerr, Top lill itingers available in width of 11-G11 5"and heights LqqA EE941191 M99I NII �rtl I 1P. r_r29Ygt Dessarfold . �,9 UUTZ0, S,'Llf f2Z, ':,I 4, 11 IF t 4 I-J T F S Sp III I HvIdo,rus i -,lieel A nd 7yp as 304 an di 31 15 stalinerai; steel II riging from 9-S,1 9- In 1 3- IM" I HHILJr4_!2!P__`Z, H­i­S210-4 -joint i,'-ng,,r ."if) "WORTfirl Sifil,10772 ! Stu aps 1, I 8 M It L I C. 9 a i I I �' I i! I I � , : , - I", I 7 � � i- t � �F -r � "� � 1 �"' �'L -, _r% I JL- �:'! " IF I IF' : r 7� T,iF '­.�­,--, . I -1 � .7 � r, i fi I t D Hula vy Dury Serem, Anchor for rronciete and muster V � , I 2-5 LEG3. LU35. LEC-7 :,enres hangers Topflangre hangrem avalierole mr,lidthis ranging from 3-1,14" to & 2 HRS15, I I Strap 7;es 1=rl SPA SI, Stud Pie to Ties, i ,­,-&�ble ii,fth hex heiW Ili �,Frbon steel and T�pes 3D4 and 3 1 0 718"and heightsireinging fro,rig"to 33-1r2' 3 HUM2,17 '-1--M HtJCWlfI HUC0S10-4_S0S Ja is, Hanger 22 SSP ')-qF- TSP Silud Idblis Tie- ! �Z�i ii ess siteie! or %vito cou-itersunk !read in Carbon steel and : 24 NIEG5. MEW series hanger. Topflangs, hangers available! in wdthe; ranging from 5-114" to 6- 4 THGS2 TIHII THGSHI THGOH3. THGB" - a -I i.-f Hangst 23 S717C. DTICC � ; �mear Cip i � 1, �­ 31 6 �,talnlI ,,leef ' r 11 ; IT 7/8 and heights ranging from 9` to 32.1t2' 5 TWGQ2-S�G3. �HGO"DS4 5, THGQH2-SP';3, 'HG0h5--SDSA % TA0QH4 �'C',SP, , Jui!A P.rige, ��4 . M � IT22 : Ti-so, Snace Diagonal - I , � I . _t, 11 , _. �r --, I F I_ 17t ­, r�i, ­ '_,]()�f�:'�l � - '� - l� � I �_ I , � ' ' � 7_ri-ri I iThreaded Rod C�jvpivrfw i7oncrele I VftW or ' -2-5 MIT serree, hangers, Top Wrige harl avatable in w.,01this ranging from 1-9/1 E:" to 5- 6 TW,VV_3� THQVO-4, THGW4-3, THQVV4-4 joist Iiiangrel 25 T.:C 3 7' Truss �1;aok Conriecmir I rz, �'J - _- I­li�e fi - -'- -1- rl� � :,� �l , _� , , ,� _' -1, �­ ­ !IIL-"- ­�',Rf- - _- __ - it- I , ren fID i hireaded Rod Harper for r�xicntte SIM. If8" and heights mirighe from 9-t,'A" to 24' � - -,I-, ,--4-. -I IF, - :` _. _1 - q I 20 PF. PI DFD3, PFDSB serk-, hurnpars, Top fWrige hanipers, available in width of I-W16" and heights � ; � .�.fi, - ' '�.'A ,,��qe-Al! P�lldlrI [.,at marsorair A 1% targing [rum 3-316"ri,7-148' FILM 1473-R5 FILM904-R5 � i %MLO 2T RR Ridge rafter connec-tcr i 28 'i serim hangers Top fIlange hangers a,asarne in snoths rangirg from I .911 T'no 7- _S21A Product tLadel, Nuarl or Name lorudIllLrt Dalirantition �ef PrOdil WgPl- NOMIZieC PC fl1?M2 i Prui;ludt De5viriptilan : FI 621 (I. R8 00"'I 1i W" and rerglits ranging 9-1,`4' to 32". 1 0&7ri Crilibe Grnl=lctecl friss Ar-clinct I CIC."Wil",3 dl2-SDSi­ID(,,, (�:(X,V,04 (K�-,1-US­ii-)C CC011,115 5,01-M& IDG. GM C)MM'i-s0scl� I Nusonlry Per Clips i � 3 2 3 F�GTR, F(.',TRVi, FC3TP,HR Hid, HIM 1-1111!9 2' MI i3uder R,!�*!iidft Ir%rioh,Fr id"piciii'I Fie =31,44 A�2 SIDS101 03TQN15 50 SOSS, =��OW 62-S7r'5l', CCCQM4 62 �SMSG, cc,"'Q1,4`550 3I)SQ'I I i i lr_�Lfr -Fr-i-I �l,,,-d,.:,.L-Lwl-,t)-zi-�--14�Lr-sE _. , ` �i�r' .F i, '��tg2L2L'�.r�l �,! ill IbIJIT Sti�"�l�o�l,��,�:F,���i���:�%(Jh,Lil,,!,�r� Forconcrallear rrusr�,niy ! I � I FujM20go-Eiti t � HE-FAC2, HET'riddi, FIFFA21II, FIEJII`L��41 FIFTA-1111i F dJIbC':'$dlr�lld -F rl� IS�4i ;rrl r �dd ' �_­! F"I'Ll l rlill'i 620,-K f, l (004 ,321:'��K lf� '� "jr-A-i 50,",XT, ECCII-L.QW2 62G-KT, firlasVrif y Fl Is r C's in l - �_ I 'H� �, 1 �Iffl I Ail;hql,ilir�, for r,asI ' i t � F= 15 IdEMAL12 HE"ALIT1,H]ETAL201 Emlbk�jr,,J T,L,,,,,; �4,, -nor !� I, ',,� F� LI-10fill-) 4 52r�ll ll� f, L I.;G L �rXr,q;�,'"' 510r- ,T -EfX LRQjW'3i32G IQ, EUr;L RQW4.62S - i . i . . i 1 7.: �- �': 1 ��Pl��,2��St�4��)�-jukEPL,�,vAdtvvl,,,�fo�rr�asioni�,j ,� Sea # 1 Product -Pladel, NjjollkjLe�,t�e A-3M4R, AEA48, ABA4BR A14456. AUAMR Product Otigitritai2il Adlustil Posi: Base C, 7 HGAM I 0, HIM HHTTAIF I-'HETA-n WIE'I'A24, HHETA40 hUrrehrtiv ret,ort conrectors _,­ddad -n�55 Awl Heavy Emla 3 Ki, LCC1_"'f,W,i105 SIX,4% I lirrRVAL5 2�, ,-lGJ1dM; 50, itiGUM7 CC, hGUM7 � (11-0,19 LX) " : lilljr,oh,ly j_Janr I Ft, I I ­[."". �­(.' 4, i, � ". : 1, " � I'� �Fi ril"g-Boit 2 Wardle krield a, ficar linawril I pL,jr 'e", S,_,ew Aircidw for C,ri�rete I UMMMW I a) 2 l"i ASU44. ARU44R, AP_,ij46. A8V4l P&Ai-5 ABII ABLI65,ABU66 A8066R ARUM Adjustarle Pov Base 8 � ­ LGT2. FG M-SUSZ �. ll T4-SDS3 'Ili-cliti - G., _; Tindor.i.,tn 4 --,-. - U'Uhl ,GlJrVl26-,'3 LGIJNl'_'U,4 LCUr1,Q1�-2L 1-C.0,42li-3, LGUrq',2I?-4, L�,LMJ`10­2, _,a,v '4i"15 i Marl Seam Hangers l .: ,� t"'" - � -1, -1- :­'.-.� F --i-i", �-'-�"' �-:iI ( n1ri HD _�ea4,Y_(;'1,r' Lescrew ianchn,- for concrenii, aidatlable in 304 ...) a) 3 4 ABU88R, ASU1310 ABU101OR ABU1212, ASU1212R ABW44Z ABW44RZ, Aiil ABW46RZ, AWiWZ, ABW66;-17. A&VV.7 AC4, AC4R, ACI ACO, ACOR, ACEa Adjustable Post. Base Post Cap 9 10 11 LA A21 METAII� META16; META118, META20, MF=TA?4 META43 MSTAM12',IMSTANW, 1ASTC]i MSTOM450 LaII Truss Ancilur lnrnbi�k:ao Tim�s Anchor sjap-i- Ilor Irilla-iincirvy - � LG_M21C:-3, LGUioiI LG1_1fA.d4 1-GUM4& �_GJMAIC M61I 1219 25� MBIHA3.12M 25, MBHA3 59j"T 2�i MBF-A35II 25, VISHA3,fW1 1 2f- MBHA�i 56JI I 8B, MRHA3 56114 MBHASafW16_L MSHA3 56118 `ABHA5.'>Gr7 25, l I I 'AasonryTop Flange Bearn,4angent . 1 1 - t,, T . ;,i - A_ � I I T'l �_' 5 St�`I Steel With ner headr and 316 "ba"I $Ieel,mth I �J,Aersunk_ head �i �ui Turtin Scuw AnzinotV. concrete or marionry '' = W 5 Br-4, BC45, 3C4R, 603. 3CI BC8 ECS2-2M. IBCS2-316 Post Cap 12 MT SM16, W, SlI HTSM16. HTSN120 To,ist SU,ap for Maso-my M13HAS-56/9 25, 1`013HA55GO! --it MI 150f-11 W� V0_­jH,A550!l14 MBHA5.5aflib� i I i. r � 6 C844, CB4,$, CM8� CMISS, CB68 Embedded Column Eniele I MBHA5,50118 I i i IM 7 C6SQ"_SD-�'2LCESQVX�SD&' (:E,Sr�66-Wj2,CBS086-SOS2,CB-cV--,8�SQ�S� EmItedded Wvmti Bass 15 N"IMIJ33-66.g.26, MBHLJ3 56,11.25, ii'15HIII, 1-86. MEHIL13.56114- r%4BHLJ3.6&l6, !Vla,sonry Beam Hangers I FILP1,6937-193 6 CC, FCC , F0(' Xi Serw,s Bolted rodurrinceips MthWl ranging frorn3-1,i4"tc1,,­1rZand FLOM 101i FABHU3 56M8, tABI-106 60eg�25. WIHLJ5�Wll I 25� 1.tEHU5_5011' S8, tvi ILJ!5�6&14, ! i > 'I ranging front 3-58" to 7-1,r,>" MEAWLI, ""'i 11jI 51:Ul �q I �i� f_rod­11l'_)N_l I'LU1,111---halne Proullilot Des"PILI (Z 0 IF CrQ_Sll 3 FrX'�f_r_S0lS2 5 Sor inuk sirilwosid collunn cari.'�l rirrith VVI ranging frorn VI,il" � �r, 9-IJZ'rrnd , , U'a # proluct t'kdef, NUM 4II or Name , � F­Md0!a­Qgl!S' . .' ri Il . � 1 I ii�'11"ill � ­< '�'-'I-IV XJ--��­'�44v" X:��;��li� ,'I X�"'?F"','A"jr i 4 1 ,'. t 15 SI ip ng -Dr ir, e X Mrkl SeMir i 1 5 I hip, 7 up D rin g ScierwAvvilit in KI ; " dW ra r1g[lig frow 3.5,16'' to 7,1,Q' I Cii Z Deck Teirsion Tie I "IrP Frollit "%*.-. ­W 0- 11 G C idi 7, r, PTI CII t .1',,',Z Cioviii:ealad Post Te, Dane 2 1-d 0'2 1 ,'r,rl 9 4 fdolFoo, I khan"-% FL*11-2,75-IrI _ ! ! 1, ,_ri, I �,�! ,', ' ,­ ,',-,F rO --' 4-1 22�; 4 'I', I , � ge -!FA $lron,,,-Drr,o'-'I LsTt 4,11ead d,lithal Seff-Dildling, Tarill 0000 0- in 12 EFILWA, -EF-12,14r ELP946, EFIB66 FP$4Z Embedded Past Eanip Embedded Post Raise 3 4 tflD&I J�TJ�FD I-if)IS 1409B H7T4, H77S. 471175-M Bated Flaldovyrn,, Torsion 7es §:tq # _ Prod wipt Model � Ill u I �2r or N said, i Produdt Dirsadpriton � _ i .. �,­rj I �:" ,':l I �i�d;' .4 __ '- -, �1< - " �� ­ , �.!,'4e,vswrih AS Lrrdla3inta,il LaW DarnienterfHex'i"fashor Hood .! I -Drivo XPA 1"i'lerflir-r-tinad Vitriol, Self-Driilling, - . �:14 Shong 0 < Embedded G-,Iu,i,,r,i tldrzis 5 LTT19, LTTZOP, LTTM Lialilt T em.kC,,ir TiI I -.D'.'r,23ClJ, SUV,1222�.Illti, SLAII SLI'Ar 455, 50tiV-25CO, -IDWI 00, SU'XZ2U-__9 Stang Drive SIM ��'WPF`L'( and TRU5S-P.1'fS',-au& i i F jp�rig Sciealswrt.h #5 Drill -Pointiond Medium Diarreter Hex 14 LPC4Z,LPCOZ Llgll Pw Cap - SADW KA � 1'I'­_-­_'4_,'_Tl4­�_'- -�K'yl-��i,�,l�-,',,,(��t',�'�S'Ll��,I _V_'�1,1_'_2�_'� I i I � '� -if ,-,"-'-'-14Stior,g-L)r,,.-.?Xt�ietat�- U­I;nTap:rngSoreWs,,0'#hM5 &M.. 15 16 ' MPB"Z, Mpaaez' NIPPI PB44. PE44R, PS413. PEW. PB56R Wment Post 9ase Enriteddeld Post Baze FL#1M_"5 2 � �' SiDiVii'01-5.50 SEWC15800 SMVH19300D&, Sr_,A,Hi94rr0D8 SuilivH196MDE. 8DWHIGET00012, SD1WH19dcjr_tj�P' i Srtrcrna�Dfive SI TRUSS Screa I 1 Strong-DriveSEWH TIMBER44EX-Ser-mv I - ­ZA�''. �� ;�-­J�_ . "-_f�' � - ­ ­ Lir --'oirrt - " � I 0 Strong I . - - ,� -Drive XU 1`,"� SetI beg. Tapping Scre'AS �Airy 0 = 17 PSS44A. ISS", PROW Embedded I" Base 4 5DVM___,-.LX)G MWI-1276CY)G SQVV�127800Q 4�DV`V1=r_-lGl SDVVH2712XG 1 strono-Uniie, SCWH TIMBER-H EX HOG Screw I . - I �4 , II Porit _0 19 PC;44�16 PC46.115, R_-4�-Je FP_64�16, P(--B&16 Eipczi't-16 LPC;4O_l5. 00-�45­15, Round Post ease POSICUP S, �2_# l Prodia2l Model- NgmLer or Name 5P_',r,9424,S87fn-Z4 321M Product Q=nEdion 36 Anchar Barz- 5 � SaX516' � � 12, SIDWS I 3300, SQUAll"51 A- 31 2, SDi1JSl 64DO -DWS19600, SDVVS19712, SDIAW24W,SMS2!2� Se",32.2512. SGV%fS2Z50f-_1 Strong-Dnve SUIA'S FRAMIMG -1--niriv - - Utranip-Dirve ZCF,I 7IMBER ScfewfintI Grade) i 0 EPC64-16; EPC68-18 2 SSTP1 (I S'ST82I SSTE124, SSTS28, SSTB�V,, SSTE'------, SSTBI II �:,'_--, B-2011., SS7 624Lr SISI Anchor Bolts 51�'WS72ECO, St)WF,2290D, SD.A,lrS2211ffJ- SM"r�'Z_'_'C0r SM'jo_221200. SD"l`�$r4___'15fX_ � , i �LtL��,.?�MLM) " 20 P047. PC4R7_ KZZZ� PCI PC_RZ, P08RZ ,EPC4Z. ERC4RZ, EI FPG6RL EFCBZ� POSICalip !��ST826L 7 SDVV=3C0(3e SFJW,,,224C0D9 Sr01.dF322500DP_ SMYS22600ID13, SGi'VS'aW0E'R_ Stiong-Drivie-SUVV9, TIMBER Solew(Exleriw GTaW i . Q.- FPC,9RZ SDWS,,,1,­jiF:FtHi? I i �L�-'!,# PLa�L�jjiurlcl di rn a e � -- - N a -n , F rod Uct DetiioLluce, < 2 1 PPE-44-42 FPS44-6Z 3 PoM ti ase FI(Xv A -ea'' 22`1206illf, S���l,��V,l�,��:����5l�l�)Lrl,,O ­ 4i I I I irvirVi"'"", 7600�-'s Cutticir, A,Ivent-s Stlli_�!Ijraj,dhood Screw I i T I � ��� �F�! �.� I _� I _r il _" �!' 4�_ � ; , 'I _�: ��Iir_r�l � I I I I I r,�'_ I � I r 1 , 1 - I " � 1: , t ,., pal ss F r �jm irg Q­!i Svu t Cci� heI -urid-CII Q) Z? RPFtZ Retrofit Sadie FII RMIR F, 50145"': FIOUFS, ,,;���),�l�,�lS���!�r��ll,','")��,. ��F,'A'�"-"'?:'(91"�" Si IIIIA's�: s()l1lrdS'2 ,�9LI,VVZ�2�,,�CII��ll�!�:�,�S" ,D�) Silrong-DriveSIMS FIMBER ,&S,Screw � � F I �:' I 1 - �� . f-, � - ,,, � -" � � P � � i I-i�,p,�-17, Friliering Connector U) ",'"'("Jll,'I'S�l�­ll 3 � Z LSS " i 'i .i i .1 I I ,,� : 4`1l 1'1� Pit�l '6 i� �:;� �l ­'� �:F�::�U'��':l !:: 'l I I :�I I'�g,t'1�0' �� ' �� I i , �i 16 and # 12-14 51rong-Di�ir.ir FFH30 Frarurig-to-CFS Self, 52A If, aEod Ill lit Model. Num her fair Ida me PMdqgL2!hqaPL�M , n S� 1.1"', I �?' 1 F � I a Stiong, ll'I 9 SLOO)V E01- E TO - RI 10 Sr-uria, ; . i ; " I� 'F:- , '111 1� -�F'H:q i-!'�:I:­4 : 11 Irlir q. I ilFqiiniq S"PYA- VOLMMJ M Cz FL#IM6-RO __ A I - C��,�IST121C�oIST14,��',I��ISTC't6 i',:�14,i!��,Slb,li',�S�8,C,,-;�,D�('�1;22 -_ Called Stropr, 1 - : ISTF22 Outdoor AI lfex�Harrd 'Wasiti-ni i !, IF I �IXI�' ''i I �!'��I, ,I '-'�� I -"Z��Ii ­ �".'!�'��' '� ��I 1� � � F �' ` . 1 ". �,',,h Frarding Cowirreinr le % co 2 1­RS6 KrS-89 ,-IRS12 FHA6, FHAP, FHAU, l H1k18 Ft-,A-'4 ii fi:!�rI2 ' ', I , r� 1 fr� FV5F-3d saps 07 Mil (12 OA) ! : I �:, , . ' - - ­ _: � - - 4 � ­C:1 � 1� � � - ( 1) ': I .1 l��' : � � i-, r'.1 - .: F < .. "�-�':�.'�_- - r. I I I ---IStuoConrrecf-_� %WWI . k" 1 PI Wot MRaLlifurrilder or 251ma FJA, FSA Plugusi LM-N-MRI Fourclatran Anchor 3 NIST148 I M_ MF,-972, WAST27 S/NIST:i-�% StriI HTSIel MTS20 HTS'24, ATS Y8 i 17 S-10, H lr_`�-'OC tLjeuVy Tl,�'isi S' ­ iisf. Ft 41 53163-JR I ; z i I�"'-:!) � � � P L. " " 7 � � I � '.'.- ' I :�L il''' '_ -%_ �T _�'- ' - �:�`VL'__ �C­"" ii , - � ­ � klt� �, Knee VVall (74nnnierrInir = ­0 <I, F61 Retrofit Foundation P6-'& 4 LSTA30. L STA38, LSTI I4 9, I S7173, FA3T A19, r,"S TA 12, II I 5, M, 37TA 1 e, WZITA2 1, Nl',;T,A2 4 - Straps 43 mil (I 8 9 lin I - - �� - ,l I r� 7 - � - � � �'J I ' ",.Z,- �,! _. ,� �� - - �A_ - I - . . 4 -f �_ " __r F .1 ­ r, ­ .: � � , . ' F,j,�i3Fr9r&irrg8zkr---CIr nzirinecturr rp 01% LJ__ 3 . 51-140-6. GH46-5, G ­14", GHM-8, GH41 0-C GHL10-8. (_-,Hi5f3-6. GHW-8, GI-168=6, iI 8, GH61 U. G11-81 " Gluier Hanger � 5 6 LSTAP, LETA12., ILSTA15. I I LSTA24, 5�2i92 ST2122 ST21,15. ST2215 I-SURII SURH3 25, f,AS1JF_H3 25 �illroil 33 -if P-1 0 a) - - B.idging C�mric -il EU a i Frodunt Mcidlill. NuMberor Name Aci - 6. A�� 1 -aS� AS I BSO I Product De-gigirb tion I IS ga T..*;sPV -tE. i _':'_ _7 - , __ .­ z1L_____-_­­ 5,'___ '� 1� C �:. . �f_ _J .- ,'� '��' ­ d � -.-, ,� - - . . . L:�p, �s Frarrrig G--rirector -1 �' j Adz 'kP Ccr-in"ut I -of-VItall, ­i, I tof -0 �- 4 SLB5A, CLE1513 I GLEII GLE7k GLB713, GL67--. G _R-714: GlulAm Bearing Plate 7 LT135 Lanus] Tie Plate 2 AS 23115 2i) ga High StilerI T rusr Plate i -i I ;1 - - . .' . ,.. _. , , .0 - - � - - I -)._'-'� I - � _;' -_ _ �- � - -. ��el .loist Connec-,ws 5 6 GILST51 2, GSLTII GILETAIS, GIBLIF6116, GLBT520: GBLTS-3 4 I IGILBA. HOLB13, HCAAY--. HI Glutam Rearing Plane I G-luturn Gearing PaiI 8 9 - LTS!�r L7- A4 LTS-16. ILTS20 KqSL[C5-, M571FAW ViSTA36, $15215, ST62'24 STQ� S-W. S718 S�­2.11'AS7C25, MSTC40 � Lr9htTi,_-_-,tiiihaI Straps 54 ,nil (1 5 g a) a A AS-210 PrSW i zyjifa Tiriss!"Wro . I Hinge Plate Corrieot,zr l I - �" -'­� � - - il "i - � _' � -1 1,: �� 11.'�� I., ,�L: , - I F , r".,.,s Framing siid'i�rifr Sinat C-a-ectur ,� 114&,o,ig-Llri�,,e,'�LSH,I:Iloui.de��-15eg-Llilfing,Tappng 0 S_._ M 7 I 4GI Hi H0174 Heavy I Tlarl 10 hiqTC68 rAII S71152-36 ,' fairedias 38 mil (14 g a) I !-��rl',ls " Ill I IR IJFPiMI lJRFP UhiVeIsQlFUUrd,9tJuaPlI FourdurFor Fiat& 11 I M7S'12,fI I'VIFF-Sle.- VITS20 IATS30,1'.11TS240,MTS30C� 1-164-06, MadL.M.T��-IrStrans �op i ; I ! � � I i, f� i C% _j�' X-.ri'I J" l�l-,lp . I ­ J �" , � - ': �Tl-ll�' . . %': � , : .' � � ":1 ill::� 'K::�,7rd-1 I �-,_' ',­ -'.- ��--F i��_Il , i ' :�I X � I t _� I : _'�� ' "K Ir!-':'��' 17W 'L�11 �:�ill.'�"�$.-'K � �� i 7 tl 412-14 and *12,24 FiForg-Dove X Matal Self-Oriling, T,p�i,ng, gtrevis 7E = It Vmversi� I'delfr*11tit 12 Stb-,50.,5'JB1,8l, ,S1EAZ.M,,Sil S�iB2r"'�6,-c�IB2V,�,�,'��,,12,5�B�,�'Cl,��,,�B3,&�, SM4 12, V!134.2�. _SUIDI,75, I -VI , Fiar-unir J-.--t Hanoers , rL#12ZL-E4 i 1 _1 I � - � ,"R ,�,�-�� �;lF I ­1 �� I �'J XIF::�) ""4� _'Tl� ­',� l, ',� R � �' � d, �i ��:� - - 11 am -C a) I 3 _<MAL2 $ Ya, SIBA2.12 I Q, 'SCAL2, I 2Q 2 ',";JIDA_1, I 2`14, S/U*I. l 66 E�B'Ai. 1,13ii, 1 Cl, Top Fla nge Joist Hangers , JW Fill llrft Modrel � N I did Ill for Nawt ProrluZ Q212dgitton I i __'- �-_ __J f�IBOA IS12, alBA-tildil'14 I 174FIP Adhesnie Anchor for ocnvred�- I I i = 14 SIH I iA Hurricane Tre - - C-C'. G10p, l_; Uridl. ril C DPW 75� ,� 71 DrTdi-I OF, G ,141S, (3,10li-K). GVN/-75. G)I 1 A GTH -Uri--arinfairsid fastonief,j end assentriblies I � < 15 SJH D&S� C4HD8l SJHD 1 0,T SJH F)l OF'� �_ ril4fl[)J5S' Sd-t[JJ5F4 L Hotdowns '. � PDPA, P�UPA-K PC,IP,l%-Wj, PF',PA7 PriPfV7,,,, PRIM PITWVP� PIF,JWP4ir, PDPA'&L � I 1po',,.-cier�actuafed -'asterI threaded studs, aid asseri , , 16 S?HDLI4, SWIM, SM01I SIHILIUll Holdw.,ns FEDPAWIVIL-NIG, F'SVI2, PS"iI P.-ILDFA, PECLOIPA P-IRHA3' P'MFIAZ r i l I J 17 SjJCT, SA4,iCT Joist hargers 4 SE-T-3G Ad'i Anchor 'oi concircre, i � 0- I l i I I . SHEET NO. I I I i I ­­­­­­­ __.____'L_________________ March 6, 2023 PA 1.3 I � f I I V I 11 -1 IiIiIIII I : j I ­IiV , - --T--. Fir -.I `�- -1 __ ��_____i I - I I I __ I T_ - __ I I I - - - i TTI - fieffieffell � � ":%I - ____ k -.-- "JA ltiVACIC"s NIIANUIOARE C �34MNTV` W_ ' Im- � EW PRODU CJ C ONTROLSEC. TION 1.1 S Q �� ,1�llV 26S Zest Iltlz == _-.0 E 1 L'--'-;'4 UPARTNENTOF REGUIXTORYAND �L,C,O.VOXI�ll���'.'RE!S,C)T:'�RC Es (RER) sl izim- Flare�n 3 31 � ?,�� I BOARDAND CODE -ADMI-NISTRA-TION stiVISION - �-T�t�c, :� I r �,-, I' ---i'15�;f,�_. 4 I _31--l-'D I I I - 14p- I � I Lg,ltlll_.Ml�lag,,I.dj�,1!,IILI�li,aoMl(- N'OTICE OF A,(i( EPT,X7,\1(,`E, (NOA) � ­­­­ -l.— FC,�'T1n:(kts!rrfrll, Foci, 1431#1 Techirl, Drivv, N is I � (I Is " e lul f ,I F L: ,�% 421`5 Ric opx � � TIlhw, ?f,T A is beirig, i5Guel rn(lsl ' a i , , V- ssb jiff 17-1 * al"'d replati,fans" Fcf%-erUW!_M the itsi Conti floamatersfit.-The - - ijt6 � - docilL,'r,tt.�taii��nz.,,�ii:-,4atAe,llia,��be.er.,re,-.-,�.,i-i'l�i;,'c,!dz�:ndacc.ept,ftib�.1 ami-Dade Ccm-spiProduct Control Seceo-alal - b---ti,�t�i=!Lauxl,.Da�kC��w-,,-;t�adc,�l�Ltil,i,,I''e,�l,.,ilvtttxea.11:c��iv-;,-dl�-,�-;Lt�-A - -Hrv=�k (AIM. ' .I - - - - - l: , Tb l'o") I I Lk S h- an a Is It- 1, e vals d nflt e t � the le Npu �, 1 1 R t i 2: f :f n (Iia tie s, ta i f, a, � I be low III h e All aladee C 0 unry Product Cotnrid[ `3eca mw I, , i C - II I -�..�l%tL-,V*i�li'la"l��:rtl"—PA14J,I''�i,,ileasoditi�.tb.-mN--L- � V A lis Mann Doall """ � , -_ :�: ann. Dade C- . - rtser%-e the ri;h it uG ha - e lhi5 I its pirp��(111,11���!l�i��,imat-,e,t�g,��e�&-ttdf��.lql,l,g�lit,��,,Isl�:tlt,�all�l�l,c!!If.�putpos�e,�� 'I"fdli--I�l��-r,�,dwor=t,-t�Wlz'aL, topetf6rusin the accer,pted � . manneir, themainifacturer willwic'urthe eiperl1w of such IeAing and the AII may namedratehirre%, ok.e. - uro dif," , o r � -I 5-uspettle the une, f,�ffl mch proiduct at nialerial within their Jurisdiction- RF_R resenves the fight tic, revoke this Acc eptallice. if' it Is detertral i Nxfiaxali-Da'de Cotslity1fro etuc I Control Sec hou that tins produtt or material fa i Is t o 11 weteg (Iiietequireaflerits of the aj�yiicable biullciUlf-ade- Taii, prtfdutl is apIx! ared a is fle!xribed betem ,,,.ad hal b e.ea diesiped to c oaVky with the Floi ida Buillill Co de � ininsidisotthe H41i Velocin-Hutixane Zone . _' - Msc,R17TIOl Se ta ft-- - 4_$-6' -1 7770-j'Ji Slikiiing Gla, ss Door (Rend arol i W�"-o 9 00 & I 35, 0 0 rivers- LN11 ii , .ATpROV_U DO CUIMNT Dtal No � NID-5-51-NA Rev B_ utled " V =4 Sltdia- lo G I'a s il D loss '14 0.�k tj!Nd __. Use-& 1 throvs9k 21 of 2 L plrepwedb,yinamj&cnjreT� dated 10i:0514 5 and lasti'levised on 02`011,11�21, signed and seale:d b!,,r A. Lvivi ,kRue-T, .R.L.1--ariag. the 31-1—�alte Cosaxhrl?t-oduct Coritralp.ecv-mmett stanip with theNmice of .1 - 11 - ACET-Uncienuatft, and expuattisn date bythe -xinaule Counry Phroduct Control Sie,cuan, MV . 5STLEVN1PA,CTR_AJrtG: Larl anti Small Ithisaile Impact Rt sistant iimtfations�- - - � - , bliep _- e=1710 ,,I L See Ta . 't.71 &-A Table - [shee! 8� forapplic .SGDunit sm.-s- desogn pressor I i II -cFe7usizi wp le�, , � splss types. sill riser (see tables B-1 & B-2, --heets 7 Z and aneborlaymi sheets tell - -01 otiltemeam W. I I thru 16, � � __ I . 1 R.- gid White PVC � Tan (No a -white) F_- ai d PI-TiC a ad Briorea c lasted (Pa ase d ot, lamu-na ted') ai e F.LF., d PVC ta he 'L . labeled per ce-ber NOA�area - llttretnela& ' 3� Egres,�,- operable doors must ecuiply vitrith, inkin, clew wildith or height perfRIC reqt;aou,lVt_ as applic ii 4. Po ck-et walls untler separate koprovat to be i-ell by Building --of fitud L.\.BELr.\'G- Eachull beaso pennianexit labeintith the zaaitu&cturez'�naw,e orlogrl,cim% 6Ltale and %mes and following stateuiew- till County ProfAxt Coutrol.kppro-, ed", noted hereta, ip "P - * - , - 1- -, 'i _ _ EII'L.0 oftlusN'OAibaUt�eec-asid*--,ee.L,tftt:�-areMI7 ap TIC' nk %? - � p hill i tt.m bee en file 6 kf UL-1 there h a I I sea an c h aup w, the appLic ift-de buil-dwig a ode a epti, -e ly a dk i t tt e per-fir-orma ric P 0 f thts P r cdixf: t, � , - - ___ - T ERNWs ATICIN o f this NQA wM oc cw A f le i, ,the expV-3 tion date m if the tie U s be -2it a r a i,ris i on ot, �� � kaill ax th (" niaberntls� use, ant"ot manufacruire afftbe prc%duct at pro.-i ,Misuse of this NNOA as an, ead-irsenient ofaq,f,- proditcl', � - - - . -to.- aaw:&_ advernsinre or any CluxerpstrPol iball lutel all'yWralinate! this NCIAL r-a-,11ore to conzo ly with any I I - � . - __ A - . . WC Insa n- f thi& NOA thallble c au ie lor ie.- "miza non and r 7, -a I ,-, -!'N AD VE R ME IN U, N T : The N 0, � i k m u -a i1i e ir Vj! t a i c ede d by 1:, he w o r ds 'Nifia % ni-I)a d le C', an nm F I e fid& asid fo, 1 1 owed b ,, � i , it h e I - - - . � � V - --I-- ed ,Il- - 'the N0A1 (I'MinaY Larn 1 z I !, !is'.' be c-.-O�aik�=ad---itt-,niavlb�edii-T4,t,,.e,iinapJ-�--F5ti�3'r,gl,;F-f;r7l,,,Iwe ifanyptallusnor i a: dictre, in its entiret]f"L - - , LN-SPI.C110-.1, � A cic�py ofdiisl eatireNOA ziliall be pit--oill-arked to the­use� bythe iiiasufacruiei or its distrilbu;l and __ - - 1 it me tob stre at !the ft-Vest - ii-the Building 0 Ill sliaL be a-vailablo fi,: asasnec _cu Iai I , - -_ - 'This NOA revisei & rertenis NOA *-:01_04Z*9'.ff andc sats of dits pap 1. and e in,dence paFes E- J. &2� E-3. E-4, E-55 lik F-6 aIs well,as alsjsfoval doc mera.-oaedabici ]7h,p,iubmitto.,Li;,Ic�c-,uu-&��aztti,m wasse-vxr,ii isylisLiq L Clkan&a, PIE Nil'tilk NoI'.'l-D.'Ql;J)�lt , 1. , 11 � 11� I I I! �j i! Expoff6r,ii,sDaic AprillAt-'0215i i-i, � I-, � � ,!'I'll, ''I'll Ilkpjf!zotv,%1 llaifeflinrich ZSF,210'.'ll � - 1:1 ��, i "Pa'I " PITe I PGTIAdustries. bic� I I I N_- 0`110E OFACCEPTANCE: EVIDENCE ­S1'B_NMTY.Dl 14 � Eiidence -Submitted under prexions submittal A. DR.kIAINGS, L Dmwing No, !W-5 ."170I() ReN- B_ tit led -Vinyl Sliding, Glass DM NZOA VVII) ._� sheers . x_ -I C MvIsed lon I throttgh 2 lof"21 1. prepmed by whtnufactiff ler� dated I OX-) �7-� 1 5 and italti I ("14i"2121 �210. si paed aad sealed b,; A _L vrm'NiMer, P E � . I , 11l Test sepal - k _2 ( � I "I s o: u 1 i) .Air Infiltra, tiati T�st,,5 pff FBC,� L S I t II-94 VI ) Un" 't, ing p - . N I . IrSatic Air 1sr&a; e"Tesi-Loadi ei- FBC � TAS 2 0224, I L, 't-I 1�k�a F et- Re t at'i-1 �l e Tes� - pe- f F B C . T 202-94 1 Ile : is - 4 I ) Lat'gr 11slissile hitpal t Tel pet F13C T.�kS- 2(11-94 1 - �5 i � Cwhic: Wind Pli,es���;!ttre',Lloacl!uigpe.TL FBC, , TA S 1-0 3 -94 11 - ��h ajoing M1111flaticed-tillp"! drassr� igs, andi aastallatiors shi ofall PG'T ladtistries", litc. , are'sentarwe tistas tsted bell roi& ro rel I E jop;,Ud�te ,�rroqjUjhf�'Dow-"ff' Ibb_dPoWsff�)S3SfliCL0neS. � � - L r � tos)r� , prep:Ted bly, Fenestration Tesfi Lialsoini Inc., I Test Reports Nio. I -i Ing - � I FTL-78977, PG'T PIN15521,01 PVCFLx0d IA,17indow (plut 6 in jxoposa,l)� dated (X)iO3;14 FTLI-ZO-2107.1. PGT SGD71 SZO Akwunirm Slid inst (31ass Door (unk 7 in propo�.-Alt M ,-20- 2107.1 PGTCA7 � It It "gW_4:1ma Outs%xinz Casemi �Viudow ki-raz 8 uxpf1:fx:ort1 FTU20- L. "" 21073� PGT PIA1717620A Alistuintun Fixed Waido-w (rmit 9 as propsa,l) a id FTL-20­1 107.4. _DGTFW'7620A Alucartitral Fb:,-d- 1K 1 = � - Pjs - .� - ') I 1j. - dared 0 1320- all signend VV 10 lab, s!­ I ind nuttit al _ �Ji � P I __ and sea ", by Idahm Ottegal P-E,L Cin C-AL C U LAUOINKS L Aull ,siferificaticas calcul4joils and stisletmi am lysis- Cicit-A--i g - YBC � ,mg! 1b " �_ , VT Ur Edi&u (2ii dated 04)­211'20� prep,ared b,v m, nufactiver- sig -_ , Is I . g-ried, and - led -"% ,knthoir,rl.�,�ran'�%,IiNe�r,,,, P.E "I , L 2� Glazmg owni vVi ASTMLL'13100-04. -09Iii, -12 and 46. D, QUAHTY ASSVR_XNCTl I - -, Mi=a-Dade Depm-ument of'?,&=_Mtslalor� aw Eroonol Restsurcts ilk -ER), I I I , L ]NU T F R LA L CEI R T M CA ... rIONS I . N ot i ce of A,coeptm.c e N o, I ", i3 0,-;. 0 2 issued t o, K ut "� aray A me tic a. III c. for t herti 'Ti I e ,,, vsffolt 171waclear, Clea3ii. xand Color PVB Glass InterLayerc;` � empisuig s i i 07"i'OV-14, - I � - N i of".A.,ccel No - 17-0,903,0 2 issue,d to Kura rax A mej V'a. Li c� for the it, - ­�'*ntri-Ghxsll, (Clipar and Mile) Glass 1u%rh-ye,j-1,__. expumg on 07,04,233, l � 1. �� Notict of Acceptance i 184106,10 isstied to Vision Exrntsions Linhter for their ,L:,Bro:Wn Coared (Painted or Lammaied) 111ke IUVd PVC Everlor Exa-usions for'Windoysis and Dtiorsl"� ex-pirl on 00,,--30124, � - - 4I Notice of Acicept=ce No 19-1106.11 ir,sr*d' to Vistion Extillsions Luilsted for their ' setties --VE 1000 Tair, !0_7 and lighter shatilf s (Non­AVhfti�i FUlgid CelIttIall PVC , V __ , . Evt�tior Extrusiojui forWindows and Droll I-- exrt�= on 12�29�21_ �__I � . - _� it ll;Iar - � " i y �� - "i _�_, ei,�,�,i_ � Lhaq L Chmt&� PiX. IFfrodumm Control Loit SlaNvilizar X0A N'o, 2' I .11VV,l(Ql E:tp;ii,�i16fftxD:ktf-: ,k ' pri It 14, ' 20: 6 .4kilprolvAtliw NfivrA .11-1-10:1. , E -4 f"GlIndull1ries. Inc, NOTICE OY'Ar"-"'.-'F-'PT--%-NC'Y-�IEI'rDEN(�- E WBMIT"TED - I -1 Ei-idence mbiturritild undf-r Prie-sl N0 =k IlA� DRANNINGS " -_ I ,, b1arlufactiss'et's die d-Tawmes and SeVIIMC , . 71 - - 7 �4 0 - kit ial nn&r A X4 -Vol, 11-01 a 7� � j I I `0 - , . Dia- itiving -�', I o - -XII) ��'5'T,: �­ t it ledd - -V axi Slid u q C-W,,-,, Do lc) T NN! C1 k i'L N 11 l ' s 03 -le 6 lelt 1, �__ ' Z, ,� 6telu 112. - I ­� - t hroiml�2 I cif f 2 1. pm-aurf.,d bry nitanuff `�-:Varer, 4 ] 11 " It_ witth self,tision A datedi I - r­­ - . ! f,� -. 1 � 4 -,ZU, A - - ,- --a — D =P s :",;, I! I XA LIV, ii A , � � - - A_ sealed bv A. ' I, ur N Ffj�� - L Test reportc, ' - T _,njfd�M t" ll� . T f li lI _, - %A iT c A;�T, N-e lesll� pea-FBC TAS ... il)"f-M n -1, --_ V It , � - ­ - R" I Iftssile ` , & Teat per FBC_ TAII; -10 1 -94 -) LarZe III, 1131-�CMI - I , I I0 .3 ) Cvckc lik"itul Pressure Loadina Per FB(`,T_AS 203, �, 4 alon -d If V . g liv it'h tuarke d-Itip draw sal a nd inst,akatiou d ialggsami of vinyl sh-d'U'lg gLass d oc Is i''Pisepar, : J 'L ­ - " 1 'Nt 7dated 121)74-i si ael' and, by Fieriest ra t ion Tel�� t a its Lab, Inez , Test Reqx,iit -1 - FTL 8 -71 g I ­ ! -, 0 A ) si E Te;; Ill ,1311017s,-V�V,d tDin, C 7 I ..; 4' - and I `4 I 6 -, I b- ,� � .) - - ­� . y I dahiu,l: i C, It 0 i P , , �( - , 2 � , 11 teport ost 11 i .,,\ Intl a 1)2� s ) ir Urt'll Itissi 71'esi, pes, FBC. TAS 2 -14 �,) T-l'It'lat'an"n '1:',1t!21ic Az Pres- e T6,1� ptf fBC: TA52,01211­04 ,� ., I I�Ii l7j t ,_ -- T' '- �­ II" , _fRe.�$ 31,14- 1 Cr - - V_�Y+_ I -F I , lle n, per FB(_ � 1A � _�= 1 +), L,,�,lig�e',%,:�l�,s!s�,,��,]:�!I liatpact T'lles! pes FBC-LAUS 2101-94 - I , F_B�I �r t a -2 -0 �* 'I ,,­ asil Psle; twe I'loadingpes t- - i-:1, - - - - � -r , ,,� C ''T �,� L �N 1: Ii, i I.- �Ifl.' f,. ff ill: I I C"", F.,T I . T, fIll S 2:02-94 I, " , , c ed Entty Tie st; pej� FBC Alorl %%� ids tisatked - aj:! d swo; ings atid lostal !at ic,ra, d i�ao t­Ml of vimyl shIll- glaK- door- prq1,axed � - - . I b-v Feiii--,�,tf�i,t".:ori'l�5tir�e Ljb_ frzc_ Tesl Revolt! Nio. JFTL 8546- k-11ated 1 i � )(Ji, I 5- StIned; MCI - I. . __ - - , �y .. I Seated b,,, Idi,ahs ClV �_-- j, . t - r- I orl re Ased (n 0- I - 4:: i CA aa � W, 1 I '_ 16) Ui ,, r�-,t,-�d, P -,'_ IT , - � - , — F Y " � It ,V " - - 3, Test sr;ott oitt: 1'),,kir l�t�if'il,ii�,!�-,iti��,,,Il�i�i, 1`&:11-t, lse,,t FBC TA.,53 202-94 1 � "" fi! I .4�5a- l"'Yesi"Aire Test � per FB( .'� EXiS 20%0A 21,,�:"11,.,i",!,Ilf,�.,�i'l",I�lI '1513 s - _. � V I 3'�iV���,�-it�e-i-F,e�!s�,�i,�5l��Inic,eT'e,�5����,,i -rFB( Tik,i?'V�1 ple I I � - - 2­94 1 T � , � 4) LaigeNfissile 1,11.4%let'vi rX'll M'C", TI-A..'s -01-94 � " C' T it, ft TV It Prosixic I oading per FBC. 11A.S 203- 4 , l. �V'A C I Li -) C �l sid 5 I __ 9 5I)i F"clsKItiec,l, Eltilit'llIt rest r pi 'FBC T ka .11?-04 is ej ;� - � ,� _. ____ - . "I III ;f b:!al'. ��', �j s aiij L 1 t al, lat j ots. ( - � � �jj� 310T � ''I tl; t, �l agoini or--tay"I shding glaiss do,oa, prepat�ed I, X, IN-ith 1`11211U'J�l � a !� 3 Ul" L , -1 I - le" - ' - _;_", . , - triv Fiesteltraltrai 'Tesmn�g� L,���;:b.'I,,i,ti���,-�,��'L'[""(,�,:��,Rq,i,���,s,rt No� FTL 8547-daied 111211414115- M-NUE-U, 2W � - - _jIsi'L4 - '1� �l I I (3 _' - ') il- ""ll, V -A � W� � , I-. R's, P E L Lfl"Sl jLtV j)Tt fe j"'ji 's,�'� t" JTJ 'br'lI' (")ll� , I � C .sed st J_ " I " I 0 .11 - - 4, "riest fepwI on I ��.:lk,i!,!!Llf2;,',,�lt,l:s,��,,�i-�a 11'eZsl-�, lw-lt. FBC."TAS 2022-04 � I ­T "I = - ; '�_ PI - T 2( -1 __ - i 1-rlaiff . ­11 - .. r 11 , , n `� r --t, � At I- �� -, -. �! - pi- FBC. T_kS - I)," -04 3 r :� � -J) ) )Kirtel Rlesis,tl lisce Testll-,tei FB( . TAS 2_021444 41 L=e ,,�,EoSile hiltiar-It Test per.MC_ UIS 201-9-4 r � 5 sliettIc'Wiliacl Pvkessls�txte I oadU1 - FR - " cz 203 -04 .,l C I- - - ' �R M1 ttlf_ LA� __ 6� Forcr-i Ean-;Tesi� per_FBC-a� !A', '02-Si'l - fili -along i'vithnix, keid-up, drawiss! saiidm�s,allatrion diaggavn of,vasN-1 sbdaspi tzb,s,�, dclf:rs, ltifellainticli g i f.; Z� � � 3 isr ":: Teq 1,�,Ig-_ I ' : qt I. , N_- I � aI ,r,�. _ . t �17.- � _ , �a �, bv Fessestratimi"restbaz Lab ... i 1_� -1, FTL 8-548. lt�ated 3,11D'4 I 5 �­ -is T - ; 1 1 � I __ � ­ ­ - I - - s k�ed by Jdalmv, ovega- P E f.'T�s,t i'leplenn tritvised ce- iN ON 1 15 and ICYI:��,l 11, 16), - 1, , I � l�,, 1, I i I ,,!: i �" i � iii, i 11 L" !:, . __ .l. � � , I %�Jtaq I I C'lfrfo tf a I. P Y_ Piol- . j(,oarro! Uui if 6u,;f*n-!,?jlx No__ILXO� :1,41)201.031 E, E,xj.-i,r!)fis,Ul)3f*: APH) 14.10!6 Approval'o"aw, Nlax�dl '.'-"-_!Q_,.1 I IF, -i 11 �(�"��,1;1�1'1%'Ij�i�(:,I,o:��i�":",�� at I'd DIQl Inc. I I _­ I I . I I , N01"I(I "E 0Y A(` C E,PT..VN:, ("'E : EN .... . . (MiNCE SURMTTE-1) IE � '1LVIE RUL CE R .. I 11r. IC- A-FICYNS I condilue) - . - - 5� i'�,L,!Ii�-ine.xpal"c�,�,"��l"�ayli�,.'�-�gaE t�;L-ya�ILdg2i�dC.0131;11-���7'll,'�g-�i,:ith,AS.R-lt'�,�,r�lS�ir�.w,ii,ond�-�l��is'"�-t1 I M r, I', in I I ,�'l �J­R � _-N, __ % A - % _Pa �_. I C."11 T f , __Pti� :_ I - ­ I '45 I _ —I 3 P , _ _�`, (). 88 I B 71U: - U hr� -ft`-�� F A S1 - �fj J)"', S. 0_%, ScZ 'S� SIM - - - '19n LG Diulabi1tv-No Fo �Isass 'Socil nnAr?;7�?1`_7 1`1`5 �)­ � �_ . - f ��s- - � 10 , ,QL4 J.15-_t)`T:1(M#_;j - i I ir- -�, 1­� BITL- - � 0. Qh�l- IDOLS 12111-asega cioa­qll� , ,with AKD4 ,l 1, S "Iblen ial Coisductifl� I ,,� ____ , � , z Aa� . � hr -f --r - t-' ��, 4 � -DVI F 1'249 %AVVTR-Pass. -AS-IM D 1 V34 ,krzicv!i 1P1em_=,ii:&lPas& A'SUN4 F � - b e %, ii, I o p L i ions I ... . .. �QIF in 4,8 fin � 1 2189 TUG- Dvfabibnlo i AS'111 E -46 DeiLt­ Poibit I - L� � - - - (Sn b in i un,tW:\UA.`VfxI I-T-A140- 05t, I Visir,r.E7.�--ri-is�,��,��l,�i�l, Ltd Par I, ronibhnw %t-ith PATC�=-U3,,Iilk _,�li-!---��l":�,l�,,c4l,Lll�'�'t,�a��,��:l�Spe�r-,if��!,,�,,r,�ir�,-'m I - - _ 'I � - - , cil C I t XT �, to 5 Z.1% Lt-, � 1� � I!, - V L.Ls.- fbf Rizod Mx-iFtcol-1 Clilol �:P -I- `�'- ff 9L- files f(sr %,i; iml c I t%i,', iolf - " , , 'I- "' I lov - � ,, I - - I. AXNLA Fiencstsatkcss EtExten:ol. 111-0lb (_­etn=,1sonPrc-1 i3mbAltineff ander-VC-U No, 12�_ 1, 040 �05,) #6 'rw__,._,.,,_ j �_,j ,,,�', �h jr, �r C, _ ,�, - _-, - , � , 3 S1. Visto'a" Fv slnn,:;� "i �--OP"�-',0111414V 1- -0 b JI'qjt�l) 'Llsiftsfief, ,­L =tl I! _. �,Q, ( � I ''sIf I - I II'fs W I it if ef , , tril', 4. 0 � � - 04 I li, I I , I I :I , 9 � F"VC -A.I11.1%, LA. 3031- 1 .", , '1f`:f-�1ltolxl,r SPC42if Ication f0f Rrind Pk-17 1 C-1ilcAtide i?',,l-1'�-.j? ELI`jf��"Xil 11 - I I ... � I r �� " F Prolfiles fas Vliiliit�tt� ElIstnisionsi. LtId,­%TF.1L7K---1 1xv , AAI ene-suation E:sles"ifar psofile: �(�,�'-,ei-ti';-"'iral�,i���,�i�I 11100,3ti;'I - - . - "I- A - T x, f 10- Nodil- of Acclep II IT .- ., I tart, e Nfs 18-121 � i 14 is­xed! io F-fitn'91 Feikesmmoia S,_jhs !011- L� - -1 ,_ All` � E�s sjlLa � 'j's _ f , I dleir -Tau 3040 ,,R� fillir shallii�, (I i i o w. ill �, It i te It Nkh it e R Lgid P V( E x i e rNsl 11 i� o I " I I I, �,I, "If ''f Lj il'brilov's aad Dios�i­Sl '' t"XPL111142, f"ft i,:_ I, , - 4, 5: 5 "': I �A_ 111, , I I __1 �� � � E 1101" IL N'ol of -Acceoian-le "" "f,tf, 18-012,12AJ02 Isstv"d -0 Fntrm FenestTatioti- aolint � 'A� ibc- � ., I dic"if Se"I"IeS ­%Vfine Rigill PW EN"(Pliol" E,itsust(Mis, for 11"indoNivs mid Doll '. V�-_Ifzz on I - "I 1� ,"2", ­ � 1111- S 1_21 I - - +I, I I - - I, 12 '_�,�,C,IKC oll Accevtarv�e "fif�-1 _'10-()1.0.`tJ)3 ,l lf�d Is,; Fi,�Loqgl Fm_-z&I,,s, s�olniioa_ -USA. Itir- RK lirl,eir ­B11-ul . 4& Night 11th.ade cal� coatesl 11-hite Rigid PVC ELVE01101, TIL'Xin'tisirans ft-fl, . � I � - - -, , I)t� 1 ;4 ! 6 %71:,� NA'bidcoiv�-I.L�iii�i�iDo�i�i,i,"" vlpxinz � . � __ __ Y. STATE",%iff-INTS � LL L b I I _� C � � t �zlvd I s; I. �:4atenmar letref 401, C', M I C4MMIce f,o FBC ": Edition (201(),� ,dated 04'21`20, iss )�l xsraxitjfactuser,� signed an:�J sealed boy, Anthow,,vi L�%flml Nildlel". P ... E , ,, 2. Statelwall letter of 1w filaancial 111terest andi 'of indf,ependens- il;stsed 1by mranufactwer. dated (A,tl 8,,, 1-0, si pried and sealed b-y A,sitbony Lymillf,liMee � P ,, E, 11 . . - I i 1 3. Prik-ate Lal:mehnz Agriteinent doctisamit belis"leen 11(il", dateil� ()3,30:115, and signed b�, all itisoh.-ed paiI 37JENEWUMV, (j L . t_f'_E_jj_(jortl 1. '-%-sNi)Arevis*-s-NOA-�-'I"'-,!0,410,�1,6[P��7T'w,'CGI)�-ina4d up-d aict, to F B ("'! () `1 i i I i � ­ =n � expirmiI, 0+2 L, - 1 - � � 4 ' � E = ' _,�al `XpIring 2r RF-_--i est=L�pos-i,[,,-��19-1�1;5,d�t�edOi-10��'-�03,i rl 1_11)�jj � 41--jn P F - - I r - is sI II �, I_ C - 04:14�-'21 r , � 11 ,I ,� $ ��,7,�­ � I, Id,�,,!I. I I I 11 # — _____,___,__, 1AwniciL Chesil P,E,i F; tN. .JL��( Coat'j,f1 J:U,jt Sf4jf,,,f,fjtf . ­01'r �,l . IllsiL Se- ;*11,41.04"I93 Ezpit�ivnoju Date., AprI114,!0:6 AppN:,,�iii�N,a[Dare-..'.\.(-arzh.'r'.,.*A.i!I E � ��- LIC Indu-mies,kc. .L�-T--L-_ - � NOTICF- Cff ACCEP-L.r7i : IVIDLNCE SUBN[TT TED ...-l-­.-iiiiiiiiii. .... N B_ TT_ � To i contititted'? - - . " " lon'T ,14 �f -1 � fesT replan on I - Atr- Infillti-ati -1 ess, Itief FBC, I'iAi 202-94 - ,� I I!I i IL! 2) Ultof S I al, if A' ff PR.Is it e Tvnl, 1,ier FB C' l �S 2 (,_'-:,� 4 3) Watet Resv,v,asice Tiesi � per FBC � TA:, 'frit) 2 ­s)4, if, _ '. � C .I.As �, -a I I - � ,f) t-U 4nTl r2t N Sik irvad T",_-�;. jl�fl�t, FB - - . l I - - F-1 C,;chc Wind Pfessxtre Liclad in,g per FBC Tl�� �'�f DU3­94 4 - � - C _!l E - � 1 X -a twry Test� tb­ FBC. TAS " � U-P J` k -�� - - i - - - - ­I� � b ,j")j_j rj Zj_saj 0- , I'' I 41W 12 I T VUV �1 ta_�All= 'I IftSiS I'1001- Yl , �, - , ai,l with mailotd-W dratcmas andt ursra, 1 �­ l I- - I ­r - I � - , �L �I liol. g ,� bv Ffeciff5tralhoirt Test' Lab, Inc_ Tesst Ropon Nts FIL 8549� �%ialed 1 1 �06 I _� 1 l ,.-,-I , . ME �t;u - 'r It 'il � &- I � L -� --, ealtild b,v Idalixtis Oft -n P_ E-1 ,* F,V01"T refill lost 1 .1 l:04 15 ,ancit, 02TE i � I of - " - � __ 1­'BC " Q� N`Q f)4 - lik. lI - f)_ "!"", t 'report cos I'Airl ion -el rir�,- 4 ?_ I 1,�fI�;_U___ - I - , I 1C,L ` l� �. I s,�S �,O)j'4 2 i Unifon,ii 5-itat Av Pres.ittre les,t. pen� FBil. .I 29 AI� I r =A - ) 31 U'xer Resistaiice =1 It- ,l `BC T" `� 'O" 44, ' � -'- I, � �_f ", ",) 1, 'k r _L I lr-r P,i,',f L-151- , �_ 1, - ,4 4 'It Larr� Missile Iiwv- ' _ 7A � _ , I "I I I, If i)� c-'rill "Wizd, Pressr1re Lxmd4ni: ples F-BC � TA:I 2 V- 3 _04 � " odari 1: 'jZ,Z_j,olrt cf 1:11 ",Ll I% � . _ho -r rian -I 01 - 19__ - I r , ji a , a!oa �,,_ �� i � I t h M4,60tic.1, -ttp di-awinsts and uiq 10 � . , 'at.j! gIl�,f�_ - ,13- pr4e 1 - 'r � I i- I ,-- b--,'p Yes-ileIstatim Testing Lab. Iwc. Test Report '114To_ TTLI 8$55i dated 121, 04� I'_', L Iiiiatleo' at" I ,,� - � fbo,� � ", "I J'�j I ,L)e- - - - �� oU �� . _.r � i f . i I ' 'i . 14e , - d _ us, �-- � I, 4I L�CI15 - _ 'M d 4, `R, Ast4 . ... i ttrteyga� R E � (Test I _� - I - E i PC]' 1- ` I f �, 2CQ 7 7't-o fe- ,an IDUe. onu Static AL- PTe - atirs =15-N, _-, MC� T_kS " ­'PfI4 ! , �ltj 2)r L=e Z%l1tz­tsdk Imp-ac 1, Tel�t p­_ FBI— TA S _­ I - "s, 1) C"wlix, Wind Pressane Loadin-a ,, FBi`:,, Z -94 1 __ __ g per - III 06! ]IC13 - Is IS I ­,h lt,­� alonz �N,Ithtnarl e�d-up&.-i-,ji�-mnmdina;a!M�'IC43 nj_r'T;Uj' "_"J�I-LIJYJ - III= oja�"S L'ol j.1rej­_' - Z sk - ­r . f 4 - 3' �j A 22' i ­ lh Fenc-tratux, TeLIsing Lab, In*,-,. Test Reperf " lo� 1`11.66M iiii an4,1cS A-1 lin-ru -_?-��,),� ' �­ � I � 11 I I 19:i'l 0- sigenci and sealed z 31i I� , I, ,,,� , r1l5ftifffirlilltIr? r �`l I"i 1.1"I - A � ge- ' - C­ t.­o� P. 'EL lS, ? it? I 0 7 M �8 Test r qsortt on if .4.0 ir-f-sit-tiariiii Test, --,,e- FBC� `lTA1',,' 202'-011 . S 'OL-,_g - , 2) 'U'rafianut Siatic A If Pressiste Test. per, FB C � 1A .., _� 4 -3 IZ ViTaE er Rosizamc-e 1'el t . pejr i 'V ,')c I 5 FBC�, j� l:f,4.,.:�"".Vj4 I I �al I 1 4- Lat- Mis 2 I=P;si�?Cfrar perfBC TAS'20­94 �L �,rl F, -s- --.> _`)C_Lvch_C 'Wind PreI,��A;re Lotidmzt . 1r,-_BC_7'.A '- 20'-94 I i Fc Ent1--%-_-'resz, pei FBC ' S -1152-04 lfir - - ,,4 . . 11 i I- . - a1oq'fJVidi=w%xd�1,l dilwings arral. u 11ition )"sag-alst Of -'aLay, --,' dilot Islas doon pf ep, I� Y, , 7 rr �`l 41 4" . � I � � 'N ." arkpi - t1ast A-5), oll, 1 �_: � by Fenesiratil n Te.staigg Lab, Inc., T t R.fjsorl "N o . 111,40 3 7 (i k,,s A I � - � - - .- -_ It " ,,, bill i'lled r) n dh.,&A-0,I4 , _0� 11- I 065 If __L � r , J_ smicil wid, sealed by Jo - - CauL � p - E, �8 A -I-- ­0 01 V , WL I - (., L C-UMATIGNS I - . - _2 - 1-4- 1- An I o,--,�er,f-t.za�-ionc!,al,-,tii'-.iiloLli: and sts-acrad-laste 51S. CV-=4PV-V_- -W--A_hFBC__P - - ,� , - I'll � p:rtpwedl.,PvPGTd��31;r,e,,dl,2�'C�ll,�'���4�l,,"�'�,inrd,Li,st're-)��L<e,,,,�l;--iao-��"I"�,,,Ik�., iliziedands-eak-dliv I Alithi . 7 I p 4F If I - _ f,,IId 11 rl j ift'r A7a4 :\�, )� 1 t 4.2 ;, 01 =I- Ifly � .,�_ I % . jt�f 1 t., � , -1 6 _ _ ISJ - � __ - ___ - I - - I . ,­�V-U-Ilieq !a- - Gla�_-_=__ ithASUNIF-153,00-09, � C �___r - I � � lt� * _ tI� � - ii I __ I __ ","- Lhalit L C hav& 2 1, - " - __ P roduc t Cel Unit Super L A - �, � � X- NON 'No _11-1)ZI , - - . E-,piration rDere- ApiIi-I 14, -� - 2i ��,_ .,kpgpro,s�,��IlDat*,:-NI-arch'.,t,-- -1 E -.'i Ftli� "I I . � 11 1,141�i�i(�l�i�t���l���l�:ti,its� Itilit" $,:Lq:%K�#)ILTL414"§Afkulmxa"l,uom3R#j I ,1 - 11. U. �­, Nite itleace subtxim�ffd .V D,R-,k IVUNG',�f', & 5 L Dr,aI:,,,,U1c:No, ) IL e � I .,[[)-$5_10'( s-B, titled -Var,". Shidan2- Glas�,- D000-NOA fl_lW 51n, er i! ., - .0 Re 1. ­ � � It I - . i I, " I I �I .it _ r _' ,j -1 o; " 6 1 , � 7 urff I. � iu; z I I� 2 I v f ."! I � 1), rep.mec: 'by marm"'t ac tilt &J., �` a i N-11 I fl,t) "- I ", a li" lx�- lisi 15:,t�.I A 0 _:;= - , , sifesex) alicl s'e"Idelit.1 I'lkir k , I 1. ti z - Difit n MilleT, P�E, I . 'No t r I 111115 1:evIIII: �C�:U C ,Cs 'i� �3:ts t 5 fef4�jlsl C:tInsent 01 sa�"Jf _,Ifas I i�- als�aj Is fi on sr rell, �, ktIp, ith 111as hi � B, TL I- I 1,11"I - L ,Wlw� C , CAL C17LAT14.1 "s "S I - 'I"Zonle D. C)ILALITYASSU. R-=%-N('E = 1,fianu I � i. I -D'a,cle Det IulI past �.-wt of Rep"I'lialosy Awl Econotnic R trots (IRE x1i �ML'sia-&-4vnmgxs��� .1 "fica Lfiev I 3t;ofice of �`kccquulcv Nlo� 194) 3 05 ,01 v�ltfmed lito K i1rara ' y Ame: I - . I* cl, f ' � I - - , , , �'Trji:�sif Utrackar� (`kar, �fnd C"olar PVB Glass hjtoyia�lpri-� expuring on Of , ,� I =%.T. r,:, �_ . :1 _ Ih IlIAcc _InCe _N"I 1'74�'N'08.02 !,,Ac�e to Kiel ara-v -Aaitl lac�, for their .1 ��N I T ot . � "I 11 XN411its �l � li V - -� I ILI- �"delrrr%,Glaslt, !Ch-ar and Glaiss, laterbilet-F7. cxrn,tb,­ -xv- 07-ru 2 - I � � - �� - � 1 X. � ,I 5& ;Alt - - 5 teo I Ex a L kLi-yt'f"�, o jt) 13 1�,�', 1, "a ,:!'Ijf� Ll tle'd, foy tLVjYr­ , - , 'Y I , I ,!_, ,.'A,-��I��,,�-t-,tane,�eNO-1-8-11�6,1� _ tn,Lp�, (fro ' jazi 3 �I, - i�� I � C oafed (PaftuP4 or Lannuated) I i4: Rigid PVC E xterioi- E'xtr usivirs for NVindo s � �, � . Mr� �0 1-1 - alldDcl e%pT4g02Vj9%.'Y _�_-f, 1� . )CC Nio S ,a'l r,,, , fr P � . ' I I I rr, it, iL, L � _1100jI iSi; Ise" ,�4 .I,l e otf All-, i-, eptai �_, � a E.'Y"s'st- ion�_, " 'buit ed f 6r " he s l, �� � r "'VIt, 100() Tull 202 and 1LOter 5h,T)des (:\ on-111iii RJoid ( eflabr PVC f Iffliel. 'i � - E Sfrij sj, oU5 for X,Vitidow is, and Doors-- expitiall; oti 1.2 1`292 1 � . �F I S't,I� ,� I I E Alal N I � S, " (L, _,", Ethdart (2(_j'f0jI C 'L , i F - " sj,esl 02 �0 1 2�� " " 1, r " I Stateisselar lettell ,of coid iril to FB 11 - I 0 'I � ., s$ ,­ T � �:t , isisel fl I [� � I L � ;lCt'Uf1`f.�`1J41 $11goiled and sealed b-,,, Anthony L ' -,saii Millee . .. P�E � I - ' ]J�, i ��,- � ". FIrt%liatie Lable,161, ,kg ,nt dated 0314)&21 1_xtod`ee:n: PGT fisclosuies. Iricr a� : "' � ig greense I I I �� � R � - �, I N - ll')e, 1. I k. P E. � V P. Els! M'eerksg, on beL 1 I Alisedico, ;,,itl arad ,E)IO'CIT I Uic - signed by 'i ui IN Rum '19 - 1, , . i t , fZialld!l� ,)Co.", croal� Gl OTHERS L '11tiCINCIAtevisks & i,�ne�i-YL,-�,�N(",Y,�ki:.'.Ck-o-t29.0:5�(,:PLAw!CC4!,),�rlcpiim�.gC+!-*�-'�O 'Ir r 18 ft I !_Iil,-� 1 !he --- M-exit aysucval Pill (.- ('"Y1 fule -=-��_141205JJI - t--#. % - -__� - � I __ � j 1, � �,�-� �% � �_,V - i - sIlEmiliq 1, Claudsi. 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Ishn q L C kau&, P IE, produrt ( ontreFullif supi NQA :N*,L :j-0:0S,,(),t' � 1xPjrcbf­�-m Date, ,A.prfl14,.`ts;'6 Approv�a I U�nz*.� Nrj3reh .'f,,, 1.01;t MUM i \/R/\ * VOL!al Review Assist, Inc. - Plans Revw1w carnipleted and approved t I �lf nit curip� ,ance with Me 2020 FOC 7th Edition by Debra Anne Klahr PX2300 a Q) (1) c- I C/7) —M (D i ­0 >�_, �= P =5 (1) 'L (D 0 S­ 0- 9__ ­0 2 Q) 0- ; 0 " r- M -0 0- ,E5) A 0 � (n 11 = = "; M , -M (f CD -0 I 0 �� 0 = = 0 , — . = (D - 0L �, = -2 - = f- , I .0 Lj_ (T ,.-1 ,-, �--*--o t+_ i.- Co = : M �= 0 P SL) (D %__ (CD . r- W M 4 :',C) M _1­0 �­ _0 I ill =_ (j) 12 4 2 LU mi r : :: �,: r : i : 1 i , , ::, : L ___ , is I � : 155'' �� 1 - I i . : :�:: � I : I - - � :: I ,:: SHEET NO. , A, r-m-A 1.4 . OF i � . March 6, 2023 CaD (3) _44I > = C.) 4­0 MAW cl) (D 1p PRODUCT' (X)N'11101, 15r(�71`1()N I .......................................I LLC 140011A Q 4 ANWA, 0) 05 DEPARTMENT OF REGULATORN'AND ECONOMIC RESOURCES (BER) 11805 MY 26 strum W01 2G8 BOARD AMD CODE. ADMINISTRATION DIVIISION k1hed, Meade 13171241111 U) 190411JEWKWCETTAIK10 ENTOENCT, SUIVNIIII NOTICE Q12jCITEFITANCE: EAIDENCE. supmrrrED Alf"W" (WAI (f'L1'U_L�k""`�(_1:' EV11)' NCE SUBMITTED "3 Q5 NOTICE OF ACCEPTANCE (NOA (3) Y reve USA. LLC I EVIDENCE SURN111"'I'ED IINI)E',lE )P1t(')'VjkL 403-0605.04 & EVIDEAKT: SUBNUTI ED UNDER PREVIOUS APPROVAL # 112­020912 5 VA 11) 1741 E KAU 10111171`13 U3 Wit 11;�'E�_IOWS A!)PIZOVAL --- 14-090103 = Q Q L_ -,I- s- (D 6324 C7ounty Road 579 tv DRAWINGS A. DRANVINGS 1 CD _0 J S'effner, Florida 3358:4 1. f Ar� t ti ito_� Yo, I, D j612. Witt 05-ccasi wei Ar��s, res ; ad 1. n no/ Ek lails"l she el A q f 1, th-casingAY AD4612ndid Vmcmt aml PreslresseclLoirel Deradv�'- sheet I Qf Tn 1 aw ana ! n' , t"e-ol Lavel i)eta its ,I hunt j of 1.1- cc jarwrared Py 0my PaJI It Q 41alad 1124, 2003 and 1, 74612, 11 " 3 -1 -,'sZred by Mrrrino, 1', E, � dated, AI 24, 2:6103 and Drarving Nis, A 5;uv / vi 11 W a m i Oran Q V x 1 AM sIne 4 �5� 6 & 12 17; +0-- r3 EE SCOPE, A A04TWe 4 7 6" & 12 Lintel As'iqj� _Loen I I Ja'7s"ntAjj ql'3, pre -inhel Sqf�- Land Tables". sheels I L 14 61 Z Hde d T AWATup ��4 '', 6 " d,� 12 " I NMW 1 "50 Q�Ty --t rev "612/141 all 1 1AMU0, 1 of -�" i'�is ision diated 1, a) '"I'his NI(�)iid is being Asawd under the applicable rubs and regrIkoi,ons goversdIrrg the usc (A': ccIustruction materals'. '11re A'., I!Iatedidarch 24, 200A Amu rmf6ni W I &Wed April 28, 203 buh1h dwosylt 3 of S prelotired" 1�v CI A.�irrbn,)� P,E, dived AIavch 24, 2011 last polquij Qnco"ok qakd& Wig Wma. PA. on0II, docurnentation mAnnited has been revienedand accepted In, WatuhDadc C'ouird., k'[.`JA­ Product (.1,ontral slo7mselandwa 1'I Perr'nOLP-1 revixic,a ajt�jl jal hse(LIJ I A J'008� aillsip,teI and se -cued ky Crcng J000Tino. P. F, on 4-a C/) Section bIre used in folorni We Wunty and other areas vd-arre alkwed bythe Audwrily Having jurisdidWo I �t (AW). B. TESTS Ali�H%Ih 22, 2012, L 71st rypowt onflexaral antwT mi 47 6 12"Prerml Wcale Lhewh Alledand 'This NCIA shah not b3 vW!d after Meexpinsion date stated hepow. 'I"Ire A,fiarni-Dade (,'ounty Product Controi Section (In Miami Esade Way) and/or the AHJ (in areas other than Nfiarni [Ede County) reserve the right to have thAlled AI insal qf (13) conortae flntol,yvechnens, per ASTM E-525`44I I"'al's"ed byApjr(i,-',d Resecricthr Laboratories, Kq)or[.Jv`o, 30401 darea 04`10, 03, s �g?rasi I EL FESTS An?o'�' r Q Y h A W 6N 1 LJI 4 i4l 201 oaLozash a_,L 236" this product ornimeld tested Rv qyAby amm,ance puToses, If dAs prnduct or mambd W to pertorm in uu: sealed ito � ChrisiottaI Ifanion, 11, E- pages 'raig rccepted aranner, the rrianufacturer �sifll incur the�expense of sarch testiaig awl the ARI nr�asi­ immediately revoke, .4. C� CALCULAT IONS WV11 N noy iqn nn, P L Parrino, p E, au)dd�,', Or SUSI)end the un"I such proclud or unstedd wthl diedjurisdAW ItEET reserves the right to revoke this acceptance, d" it is dcheradned b�II nr�qjjjqj ]�'Jsjjdirrt Control ScHon Mas It parcluct or nutw6al C. CALCULATIONS 1. Calculmionsfor (Ima(Yap Lhials, a4veii U1294M, 207 pcqcfs, preju-,a­ed,��,; i, None, D- QUALITY ASSURLANCE D. (N A 1 1 VY VOW RANCI� i W 1 him& i QW, Im"n, i,M opeecic Resoun., es 1- fails to meet tire requirernermag be WWII Paninm It K. Well Q (Taig Parriurc It E, qVUmbk co& s1ned and L Be Adiamb-IDW "uno; Dqmnmvn of PenrWiMicWz P�nvirontnvnr. and Regulotary tt��. 2. Cpalculations t".'au- cltwed 05,2 9#103, 140 pagcs, preparvIci by (.'rsn�j; %I kGY L"! IVR FIFWAI PONS This Prothict is anproved as described herern, and has been designed to comply -vvith the High Velctcity Hurricane Lh)r Parrino. RE, PLE� lt�' m,,IAET:R_1AL CERTIFIC-ATIONS Zone of Me Florida Building C.ode. DESCRIPTION: (CaM41reK)V%(I 12-11igh Strength Precast and PreNtressed Concrete Lintels D. HATE_,lI1.,ALI, CERTRICATIONI: F� Xf f ills", "Precast 1. Almon! Air Gza-Wor Misehhu, A,hrdt, Precast Lnurl's revf�,edan L Yojp�' QWW-t Q W. Whwl ONA"YOR by AXPROVALDOCUMIENT, DrawingNo. FIX612, thled slid Prest csscd Lintel. Detols"� sheet I of 1, ()ua1o­vet,tttmr I% 0`1111"�-R 'T m*nad prepared by Claig Perrino- FIX -, dated March 214- 22003 and Dressing No 1=61 Z I R led "CoAX rate 4` 1, 6 2, 02 L Lenx,fiw?n Caer-Crere Corpsoration, dated Febrasoy 0-4, 2012, silose"I mad P" rhW F & o�­",I t !I jIII'Aj� IliIsIlding Ccaie, lJ nte I So I'd Load lo b W sheets I tka ugh 3 of 3. prepase d by (AM g Puti ra, P 1-7, Id a I ad kfa rch 24, 2(AA3, I ast 2. Guncivie ('da!tlay6'� A'IA'jt� �a at lor ppt'�s Isy''Ite e Cr Its s fA,Itrp,,rPaI P. certfji Cantpliance tvairl lilt-, P'lorida fluddaig Code, 200 � !� revision dated June l 2, 2014,zOsigned and stated by Choy Pandru:L PE, mr January Q 20 19, Wl beadrig tire Miamr-Dade County ProdUCt Central Revisn,,m starnp with We AWI ofiAccepame nurnber and the exphution 2. E VI DENSI (T� S U BNJ E] " I II]I) UNIMU1 PREVIA)LIS APPROVAL 4 08-0320�109 6. Ell DLWI� SUBM-1-1-I'LI) UNDER & 1)RA11 INts PRE is I (H S A UnRONI"it, L At 174,10121. 18 date by the M iarn i- I)a1de Prod Uld COUdII01 SeCti0a, 14� [Y1I1.8NVJNE,SI 4. EVIDENX�:[]I SUJl51JT`F1I�D U]NDER PREVIOIJS APPROV--,VL 13-0321-67 i Kwz� z MISSILE 11b[PACT WATING: Large and Small Missile Impact Resistant, 1, Dralving I 11)�I hiled "Prtcasi and Prestressed Lintel Dwails'! sheet 1 of 1. A. DRANWINW' LA-BIrLING.- Each hotel shall bear a pumarrent label with Rw, manudlachwer's num or hgo nd dw h6artn- Dade no, P'L'.' daten''Alarch 24. 24hA3 tvtd Drawiling yar L 14612- tuhs;( prel"ared by Parrit Alow, R 1ESTS County logo, 'ThWAae 47 6" & 12" LW,yalo Load Vales! shoos 3, pre�pczred 1�o� 3 cra4,' Jarrino, 11, F_ dwed Wait 240 2003 Iasi revision dote-dA,farch I/, 2WAY. & TESTS LU RENEWAL of this AKIN shelf be considered afto- a renevalapplication has been filed and there has ban no aa%e in the applkable building code neganvelyaffec.fing, the perhurmance of this product, B. TESTS I __� ` 5) n of this NICIA will occur aftei the expiration doe or if there has been a revision or change in the materials, use, and./or manuCactaumire of the product or process. Misuse of this NOA as an endorsement of an), 1. None, C� (!ALCA �' I.,,,V rl ONS A 1), (WALITY ASSIAWNCE product, for sales, advertising or any (Aber purposes shall autaffun ically terminate this NOA . Failure to comply wiva C� CALCULATIONS 6); Akan;& Dad - Ckumv DepeI wmWany e md 1 anamirNmoummeRER RA any section of this NOA shall be cause for termination and removal of NOA. L Abne- D� QUAL111"N" ASSUlIANCL %IJ R1 f F1 C � F IION S ADN-KERTISEMENT: ne NOA number preceded by the words Miami�Dade County, Florida, and follo-wed, b�v 11. QUALITV A_'_,SIjRXNCE L IT and 'g K A I E 1, fr',,RI7 A the expiration date may -he displayed in advertising literaturt- if any portion of the NOA is dispIlayed. then its -hall L BV Qaul&%de Counn' Is'larkhog C ce colaphance ounce, be done in it:; entirety. E� NI ATER1,11t, 1, CE] E" I I Ir I C�"!-V] 10 N S I Illy I' 111' R INSPECTION: A copy of this entire'NOA shall be provided to the- user �by the manufacturer or its distributors and 11 AwERIAL CE'RTIFICATIONS 11 Leun a ah the Pinnan f4aifiing 261 issucts' ky Cost - shall be available for inspection at filejob site at the request of the Building (official, L Non, Z 1, 1 14. Inc Wd O&W sagulAk Wuh, i parre"o, I", E This NOA revises 5111A # 141100.14 and consists of ills page 1, evidence submited pages E- 1, F-2, E-3� E-4 and 105 as uW as approval documern mentioned above, �4 14 77�ehny . .. . ....... llr6ny N�� The submitted documentation was ravielved by Hetary A. Nirtkar, P.E., NLSI, Proi Section Supervisor A. Makar, E.E, INES. Pro (,6i-a Control Section Supervisor Nlah'ar' P.E., NIS. �:Iroduct CWnWal Secidon Supervisor 14 NOAMx 201-06X 15 I'ta)A, No�, 20-0630. 1 NOA No. 20-0630J5 N,(),k Nr,,, 20-0630AS �CMIA:M$D�MEM U Y F,,%pIn-ation Dow: 1`19/1112023 Exphrallon Dow: 1101 JOA23 Expirdfion DaW 09/11/2023 F',,xphratlun Dow: 0%1=23 Apin-ovaLDatin 08120/2020 Apprtnul Dow: 08=20Z) Approval Date- (1,0012020 A nprov�rt Flow: 08011/2020 Page I E-2 Cast -Crete I IS'A L.LC Cast-001 USA I C NIIII (IF A TE:"�LNN`C`E- NOTICE OF'A0QT1FJ117yjNCjR: EVIDENCE SUEIN11TTEE) 7, EVIDE N C� E St, HAI I TIT ED UN IYER PRE)ilft) IJ S A 111" ROVAI,, 4 1841424.04 % NEW EVIDENCE SUBTUTTED A. DRAWINGS A� DRAWINGS R, TESTS IT TESTS 1 Kne- C_ CALCULATIONS C. Ir-AL C ULATION's A Abac, �AJA IL QUALITY ASSSUR-ANCE 11. 01 J'Y ASSURAI L Ay AharnALladet Connie L)eparanent q"Regnfahny and Econoinic- Resource- -,'RER; Be Abamb Loa? I j WnqI L)qasj'oosI'oj ,sp /"1,,grt,Aao,a', Resources (RERO, E. AtIATERIA11, CERTIFICATIONS E. ATATER111ALI 1, Alom A_lwwre. APR a 8 R OTHER A, ('�ks,rpqrliance Lefter withthe Horidri Rudding (��Rra!k, 2017'E'cfition' hVszsr:Id AY chs FI. OTHER 1, Compliance Lener u4th Me- Florida Builu`ic�g Code'I" 20] 7 Edition, issned hy Cam- U) We USA, bIre- dated 08,/08/17. ni,,�tned & seeded hA CIIidde Pelt"rolt). Jo. E'L Crete Inc. � doled OW&IT, -rigned cl- Lveaded Isv panTI'la 0 I � 1 � EVIDENCE SU"BINTITTED UNDER PREVIOUS �JVVPIZOVAL 4 19-0130.14 2- Coznpliarce LNWr wdh Me Florida Biatfi�,lW Code, 202tj Edaasn� Wwal by Chn (Toe b%j, AI dI 06/11 Q0, signed& scaledhv Cran�, flarrinto I' V VirhmI R808w AWL Inc. Plans Review COM 1010ted and afillroved > (0 k DRANNINGS Con. pliance With thle 2020 L Drawin,­ A'6, FD461Z titled ?.-ecasi and Prostrc,,ssed Lintel Details ", rheel I (if F8C 7th Edition bY 110a; Anne Why PXWO > 1, jore d he Craik- Parrina P K a0ged AInwh 212003 and COW 1,74612, hWec'!'Tlut4iwre 4 7 V IN; 12 "Lintel Sa0e Loadrableso, -shet-'as 1 0 1hrough 3 ql'3, prejmired J�y Cr-aic, tuarrino� P'. EL � dated Aelarch 24, 2003, ater A -I revision dated June 1Z 2014, allsItlosed andsealed lly Craig Parrino, P E_ rin I/antany 2Z .1d 19. EL TESTS co I Alone, II C,N LCU LA'11ONS 1� Alone. CU/) D. QUALITY ASSUR.ANCE. L By WmAX00 Quni�y Ityparitnent q/_Rfgn1ah)oy andAmont-unic Resources (1EM. E N4ATFRIAL CERTIFICATIONS 1� None. R OTHER L 4rticle qf Converfianjbr a name akvTm MT 1 A LIJ ga C��Ikeljny A. Makar, P.E., M.S. CA' Way A. Makar, RE, M,SI, CL nrodud Control SectionSupersisor F'rod trct Control Stction Supet-,t bar __j NDA No. 20AW115 WA No, 2100HA5 =7 ExIbirabon Date: 0911UZQ23 Exp%HOU DSW: OAn 112023 < Anproval Date. 1,18,70,2020 Approval Dow: OWDR020 ___j E - 4, 11-5 a_ SHEET N0. March Q 2023 PDA 1.5 - - I - - -_ I IF ---T-- I TT 7 -7- 1 I� I TI_ i I F T_� - EN4,MONEERIIARD C�OURPANY IN A T7 I. I I FF, PRODUCT EVALUATIK)NN-REPQRT REPORT NO- 20-0728,01 12ATE: duly28,2020 PRODUCT CATECt011 Shutters PRODUCT SU&tCATEGORY.- SNIM, Parties PRODUCT NAME- 20 OAGE GALVANMED STEEL STORM PANEL MANUFACTUI 4600 S.W, 5 I Street Dallolie, 9oode43314 Of EYAW-ATION: This isa Product Evaluation Report issued bY Walter A. T11111t, Jr., P�E. (Systern iD le 119019) to the Global Protection Prodacts, LLG, Rate Chapter No. 61 G 20 -3, Method I D of th a Florida Orep a rt m an It; f au $I a a S s a lid Protessi Regulation. Triis product is liairel Issued an Evaluation Report as de-w-ribled and has velifted ide, coarrifiance in accordance with the 2020 Sove nth Edition of the Florida Building Cial andlo, verify 11W the prodact is for thre, pUrLpQee Intended at krast equivark'ard to that requimid by the Code This Product Evalluabort Report shall! be subject review and hi case d Suidklo Col ch that may still its fibiltalions slid cnditions, Drawing No, 20-176, Well 1120 GAGS GALVANIZED STEEL STORM PANEL", sheets I thruo 26 of 26 prepairred by Tillaebri, signed and sealed by Waiter A- Tillit. Jr- P_E�; ated 0712812020. This drawing is an integral part , i A!$ F-valuatian Report. 1-0 44 j 67 INrW 36th Simb Sume 30-51 A Large, nsisile Implactaind latig,pelo,adtaFLevveFspvfvi�nied 20, � 203 as per secillar. '625 of the Flosida Undartr Ent;atic leads as perTAS 202 Pril;Ntocol. Test re-porls prepared by Hurricane EnglineerIng & Testing- Repinrui # dated 996, #9l dated OW`18/1996, 426-`30 dated ' 19120E 1996, ali three sljrked ai sealed by Hodor M, Medina. F F_ Fainak til Testirr Laboratory, ln,i",,. hetrods it 20342 dated 04lil&1998 and 9?8 wit negsli hY G' ibir rit Djarrll rid, P 2- end Reflort Ilan dated Niamh 4, and sealed by E� and Pattem, P E:, No. 9citt-197 by Iand by ill Oill Grate, P,E� it, n, J a d i a s a cr rm OT 1 IN i O rn n I C IsI nd lo Is d a d Il isy and I -Or Nig e, 1,41 flor 4i I00 r 4 D LO A 01 S FtES' I S TA MC L pliret6 Oti 2 f P ro d �� j cl EE, a Nj a b I c i Til, jt E "A. ra wit TV g NIn til Or) urn Anchor a b ail bri a on Li 0, i T, 1 8 I 1 G i, 215 and 20, of it I F Na� 20II 1 stl-i be Idetails indicated sheats 3 11hru 7, 20, 23, 2.4 of 2f, of (P.E.r.),), drav;41ig No, 20-176, MhOiNnum q;a0e, shiall he as indicatilAIJ on sheets 15, jar, -16, 25and 2fi c426� of LvaluationEloculm, (P. E-D driarwill fdyl� 2',1­1 76 In-44 1 6 7' IIinisI ITIIIusIINIIsIIsIisIIIIINTNTIITI 1111:11 T9 Oer",c ItIIIOilisitITI96-Wo is IIITOlstI _s t� 11 511m, Id-rT It N1 il liftl I 1: lIT7 Yj X I IINIIsIItsIItI�7 in 7 4 A- 'A IIIN1ALM 'I �qa r * lail, op" A:� IV IIitIrTr FIIIRT­RE An ll II,EZ SME 'I R IITR; ITitITTIFOATIF, IT IIItIIIItIIITTtIITIIIINITiI 5 IIIfl TO O: ii 0; lIIsIIIN I 11 Iq d IT I IItIIIIIIIIIIII _LAR _PAh115r QIsT. �U, 01, IIIIIIIIIIIIItIIII4 .KQnQ&_1 =TQ&-Z T,5 If IIIUM SOUL SMIN PANer 71 IL C 0 �GLOEAL PROTECTION PRODUCTS, LLC� ill AN aQU L lRill, itlull'" III C KA7iEF-ZtA-t�.(;-H.ARA-CIF�RVST�CS AND be strictly in accordance with Generai Notes and CrImponerille indicated on street 1, 2 and 2' d of 26� of Product Evaluaflan Document P E.0), drawing No-20-176. Anchor specifications shalt ba as hidlcated on 1, 7 and 21 of I iraw ng N of product Evdurlifirin Docurinst-irt 20-176, 7. "OTAMONS pliairl with Gerletral 1, S thru 14, 1 of 26, as, vedl as General Alotes At 1 thru -4 ani �, 1 thru 16, of 26 af Product Evaluation Document drawing No- 20-176 Iby Tit' ii and Signedt a4d sealed by 1valter A riffity. Jr-1 P.E� T2., may be wfflhin 141(G'H VrFLOC11Y HURRICANEZONES as 43 20.2 of the code., Ornly be orincrell block, anti prepared ny Walter A Ttlar jr-, F_E_ ini'lorida Licii 441rl67O, President Ort I Mass, kic� 9orida CA-004")6719). itTO NiNel Or �� Y, [ T C C 0 A 01 R E C- 0 R, Da � P - E � R F P n R T r 0 I G O. Or R P. Rii I) T T, F4 0 D li C T S 0 C, G A Ci E I I , � iA t 4 1 ZE 01 S 1 E L L 0 R M F A N � F t % 0 R W C, � i '�, ), 1 7 P3 I I IN I I I N j I, ON I I 2 D - F, 7 2 6, IsI CDMP01I!ENT_S Frlp� R . 4jR 1& Ull,E, U L - ....... ........44 1 IRE ALL ORT REPORT No. 204727.02 DATE� hily 2T 20231 PRODUCT CATEGORY: Shutters PRODUCT SUR-CATTE-GORY- $torm Rarels PROOUCTNAME� 24 CAR E GALVANtZED STEEL STORM PANEL MANLIFACTURER� 511QW2, 4800 S.W 51 Speed Novel, ck-inda,233314 1 ll- PURPOSE QTF _EVAIRUATioNl� This; nlr t Prilrd tim EOI Over lon Rypc sit by Waits r A. TI 11 it, J r., P. E. fSystern III 0 1 irl to the Global Protection ProdolrdtA, LLC, Rulle Chapter No. 6"G20-3, Method ID of the Fi�oridat Department of Susin"s and Professional Regulation This lN issued rt Report as desclibrid heroin, and Im belan sivitll the 2U20 Seventh Edition ofthe "-[41 Me is for the pupossointerided at least equirvatent fa required by the This Piroducl Reptort shall be reviievir andtevision in rase of a Code arid cor6tions N I; _F_ $ 9 IS M: 1 T 7 IS 2,1I_E!RMQQ EVALVATI Drawing No. 20-176, hillIed '24 GAGE GALVANIZED STEEL STORM PANEur ,0rineill I thru 18 of 18 prepared by Tilterol Irl and sealed by at Ar Tillit, Jr., P-EL-, datd 07[27/2D2%0. This drawin g is ran intlegKOAT 10411b I IS Isi I N itV &TIRiffl, Philin.e.7 005) Ir I IISA IrNt II Iiddl. Ikill, IH A IIIIIIIT4A IIIIIF' TPX- 3 IIIItIIIIIIIIVe T I IIsIf Al 17i LLC, i 11LIE IIIITIA LT -AN V� -MA I'll.11 `� I I 10-N DEriddIRS F�Q E G A FQP _1N9N,l WTO Er STING POURED QQNQRETE����S_L!Q�-,K_ NIt4 IIItIIIItItIIIIIIIIIIIIIIIIIItI. IIIII .... ...... 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SwIlerill, Edlitcn (1102011 All l IhR pitupwi oli Tionreird, all jijiaiu� siliHiTTIAlet to Thai leillurned ITT Tt�ri, p cculie He li'll alljoillill I 115f hou ITT ii sloll be Triquired �ITIIIIHI politilluill IT F k'IT LTILT BouliTrill > olllif IT DIT Hill[ IrDllilcrs TH ITIVISDIDIT Substantiating Data: . 29PULICT EVALUTAI)2EII OrOgUMEN S T EX dirmyl 020-11543 Hill" '24ga Galval &acrl I'dorTTrl Pare ref iH'VH,Z A Non-HVIAl2li sturrists 1.5, priepallea Iry Engalfeevirrig E.piess signed S sealed try Frank Bennalrdo P E is an iiii part of this Evaluation Ref.)Ft . TE§TJREPORT Jndolm giant structural Perfortnelf,c'o has been tesledun inclairdainclN with TAS202 Tom standards pat test report(s) 96T,ASG 17-001 by Blackwal Testing Irw Large frinsille all resistance and cycle bartrj eperlonvanicr, has beet„ Tested In accordanr:�, with TAS � 201 arid TA;; 203 Test slarildrads patio test repcirl T%t NOT ASIG 17,001 DV Wackreatil Tesemig lre. I SIRW.CTAjfl ENOINI CAk.CVll,ATIQN§ . , Structural eligur'berAl cakuhAmns have been purpruill wWchl ID,aluLtur theyaducl bal I cornlonIzaive, awidum rational anairl Houluatly her DHICITIVIng do In Tillertal 1, Maximum AllowleDle Spans 2 tollivirini Moor alti Spain 1, Minarrill Gill Scilat-ahan A Al 5�ql 1613 SW 12"' At4l,Nwrr SuITE 10(,, URERrJULD SE.CH, Fi.vi,li,& 33442 i-AII4A54 0660 1 1866, 306-15-09 TEnm,-?Elllt,EER,,,GE�P.E---�c�., - - _��!A,Eilkluslt "PESS co. III � )) _­1'I/'`. - _, " 1 1. �_ 11 -I I 4, /0 ��., -, .... -AT ,;%I- C? ),�, ii , . "I .1. f"'ll ,III, grib .- D� , A L � I , �f�, t ��_ � 1� n� tI , . , - V/ , ' I )l � Ill '1� ,-�­7 qg, *01AIA 9 I , 7 1I_- 1­1 _ 1- 411.i� - 1 11, 7-, - zl­,.2L�F­II�_�,,�11­1 , " f, , T AT, , 114i­ ­_ ml� ,4, 114. Hy . 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A`.� I r 1. `L1_W11wIY44r44I= _1 I,- .1 ,` , " � A- ,t,,�- I � /- F-14�, I,il, L':,L� 'I'll IN71 rl; �,., � ,A ,I I�l _9__.q ' " I ' ' . � � i-,-jill oY, i>•.- mark ell_ 1 LIiii1t., A, �I,ii�.,,t,f�Lj,� jl�,_,l A'� 'I��,Il� 1- - 11' j'j iojfl� ` I [`�` I 0A I I ! - i LO'VIG CODE (tiv,, HISIT,T Y4iTy Pfil; :_,se I.1 GAGE GALYA14FZEC STEEL I -TOW PANEL ­ I - � IJLIECO..� ' I L Ij_�IAOEIAL PROTECTION PRODUCTS, Lill - ­ ­ � � I 11 %� _­ _ ­ 1­71- l� ..-.--- . I'dae 2 "I-2 All -Vnerl Shirai and bless - 24ga 6akarl Stead Storm Panel, P40 III% increase in aleenable stress has bell used in the d+a3,CJ6 of hun, procloct ISSIpareson firwiT glazing a not Terfulled TCH` rtunlPrlAI GUISIdt al Win Tilaire 4 arril tieveri Inceev--s Impact Resilistairl LIT,qu I wirpoul Re,smilaniur T11115 III ltenartirer,,sfir,offif DA, rr"WITATTAI Ill l:lr`Iri:lljljjITithiled biI oliporlisi, Silos Di'lDwuntell fbT fin lhlip 'IIIIJ1111"rellirig dgr,D;r, Of Tille!lrolloill Wind Luad Resistance Thist plux1lucl has Deel deeigred To leissn WiHd Inads 0% ofirdwoltrAd he the Till schi'dHII ort let, vnispective Fifodurt Evaluetirmin DecurfiRril is v? erigInearing dravill Installation Ttvs picil shall be installed io stnc, .Ornph.l With as respm-,Vc P,r IuCl �;.yalriiitarrh [30C.000,11 t, a ninprieviling drawings along With all corniaLlIentS n0led McNair; Pf,AUCL COMICAOrnents shall be oi the nial spelvilied in lhal p4oduct s iesWtive Neel i1vaitTalion Direornel IT e orgineenrig dral Limitations & Conditions of ii Use of this pioeljO sha0 bm in fDrDi aciAmi-Al -ah r,,.e licLuVeli Prcirdiwt Eylufartiur EDDcITPAID H, IA onen"Irrid dlirrr,rH;�l on i1clitirld lrrivilr All supporil p1i4ii,p hu6tHir"!r,!!alilhnnli Do itrift[good IlD flu rillilib ilBlp!,Illlu:rltill'l Wipn fli�iI builids 1kr111 li I bill D D neiki lrilDjwoIII in 1hlr1ir1IIIIIIloul II l,TTjrllDDj lore All III ProdulXr, TITTIpricbrue Pull fuilleriule rude Do dii'll"IlDIHNI TOI oil ii'llI1110 ll,TTIINIllc IIII by III HellisilmiAd luolebsirriol Fill Ail mnporields vlhi,:�h are: pormanuil inclatil shiall bpi irrou'Cled Aga,ri IfII,JLjelirh corehIfyi0ahipirl ar,o GINP, such da,11SK)o at all arnirs Thi product has heen designed for use m1i and owlside The High Veki6ty f1wTurant, Zone IHVHZ) Re-pwfiJil., Frwik HcnrwdrIll, ENGiNEEReAG Exirwss'r 9IlIF`4,fDn1e;,l0 I ('Di I All,lb 988 1 60 SW 1 2 ' ' AVE Al 06, DEE'Ibl_[) BEAC Till, f To., IC , 3344 [554; I ` - ­ 60- 1 fgfibi 396 14909 Tll:A-jjf11G1nEFNin,,ErI:RE&s cues 1 17 f , f, �;. 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T, __ - - I -I' I1111"I Il l� ­ I I I !,ni_, - - . . . . . . ­ .- 7=7 __ ...... .... 7 ''i "I 1, I] ��i` I � L, I l �'­ . �. . � ­� -- ---- ­ -.,.. . � Irl � ­ "­­T­`-'qv" �A ' 't L r I R I . _ .-.-.-- _______________ . L ,,,-- ­ ­ --- - - - - � - _ ­L - __ ­ 1-ri-I ... I . _ � a � ... . ''.L:� ... lil�111:11.1'..,.-,-.,.-,�-.--..,, ­T­7­,­ _­­_ , . , ­ ­­ ---, -_ ­' � I , I I E � I_, Di ,�Q­ 'y � - _. ��3 � --- '_ rr.,,k ­­Q � -_ � ALL AMERICAN HUT-FrERS AND GLASS , �! MAXIMUM ALLOWABLE - .�'�_�_.­ � � ""H� - - - - I - I I - 111i 1�11'111 I _ - - , IZED STEEL STORM PA14ELS 'Hill,i Fx fl`HZ)! DESIGN PRESSURES: --� - I 6 . -- . ­­_ I � '. I --..----- � !I . . --- ----- --------- --..-.----�--------------------I . - t -1 -0 11141 rl*r "I WIM J, IN D ESIG N NOTE13 Sic? Ail TL_1� � '�o j ,rTER I 11 Iril lrillfuf P_T1____ __ - I I _ " ItITIVII "NO NEitA700Z ITE'�if,;N PP�,,�,�l�IIL'f-,,,,'L,�;�,�:%Ii�,Al�.�I .j M I � __frIF,P.Tl Ill I I el�a 1`014 cil virni rf�js s,sl il qP,D_j_ ,,z AT,TckrIirqqp Pi If 11 ,lT 9 F; s,�icd�l ---- , �DIIARATE EfRilshftllT II ilia IN AT�COREIAN�` 61 1-11 -I ?IFL �'5 e ;� TU MK1,114T 4� I�Tldfld l GOVERNi V)01" - qC,�r;IT,fjAA[Iij'l ff� 'nil L , M tol 0­1ill"111[liTill -,VI,:,l li �l Arlo '- I � "I ,-i: � - I i � � �4 Ill I I. ITG 11 I Pit t ii�flFRMIKC `c I , I '10 OF TIAE r1[QTci I A,, I Ill Ill �DINT; C, ,IDE DDII I i1f:'i MIMI I ��, 10 - , T 1 PE W,, RkQ �:l � �1,11, stiliTTICIN11 I im, _R�1161 TOTIIIF IA06111 Pi OR Nh',b,I'DJ1I DF5l1:Irq ill �___ __ - _, _ _ - __ . ­ __ -I CK'TJ,_)NAj1 4"-D) 'TTFICH J`1rE$$QA1ECAeALT1I 11f41111,IFELJ'E,6t:�,KFg,Fl[���JlF":I4ke,tr4:i g< 1--k I - � - �� _� . . .. lra!ITEIMIIII AS gHcerll 112k ! 1 Y" _�, � . : J, IQ TRV r- FA& I Eri 4 1 �,� � , r M III � I _�AFLAIA*'�, is rlil lll�.c GENERAL NwES: IN " It I = - i I � I I T,PVAClF'r1bDEk;l,D`J 'A.8LC I , L5 ?� �4 � I TiTfl[& �P[1� u`j( AJK�N K'�� affill DIF SMIT �AJD SaA�U bF FABI, ICATI[l I N �� w . � al� - . I ., � � airn - o FTWE %QATT , , `rCCORIC"" 1 niiii: P . I Iz ,qcIRVAErrT1� VA evi"mildo f`ftVIE w Sp T - -,; , ? I , I ,, S-EVC NTH E Till ."i :l 'll It's or �D cilwm cc ,- LHE "Vvz ".S,, - � 10 a - I I , - -, __,,N IAI ev. . 202 . 2 1 14 TAS Co TIM Ali 2D3 TEST Cl CONTIU&TOV. SHALL iWEITKATE ,�t I I 1 - , , I 1i 3 AND Cn M TO ALL LO(A,L OWLILHINS, CODI�AHENDMENFI`F WHICH 44' I !j AM Y DI CqlttMtA III A., ,TA-;V:� HEII 0A.,` ItIl (A I I � ; SET' E A (lp1ClUAL&lTE-&I`FCW-IC�FAL1,F ENC,,'HEEF_[NG, l 1 ! I E �_,, NI-33-L/311,li4CREASEIN.AL-.,OViAELZ�-.T.Eg�,mA�-��ENL&PDENT.E , II 11 I r, HA � . IS STSTEM.� I , , I , I I I L i T` � ., - I - __ 7l, THE HI-IECT�, INEEP ,F Alcuer, -A. TIAE �Fwsi_-T 0 i I r , - � � I I j _­ 1,�, SL,9,RE.I;kulrumli1rrH'A'"tCR-'wISDELIGIITS--I=tiSHA-lMgeS,-OtSfBLE - 14 i - . IR THE IN --8GeIT`l` il All-L rl)Pr��­QIAG A116I � �,lm Lesia: Wiluill-I . i t i � a I , - i ��LSECWkDI,4411.LIBT7HFPEvMI-rTIRr.ECAgRACT� I I 2 I_ , I I , - T11, 1 1 1 � , , i , I AAPAi A `5�7.11­FILC se,'Lo E,GtbllPzlin __ F, -Q.- 11 E ___ - � � I& 1 I , A, , , , 5 - - zuTiAhirtj ; - 1, , , i CTROEA70 DrAll ,TiDr 1xAi:,s,i Dr. LirrTIViTT. al wml " b U i I ITTI Ill 1,T I L � 1 (, , ,,, , , . H � A If I H. C riti T A,. 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L ­11 I I - I " !- �- _, ­ "f L I ^ I ,,: A liziel Acqy) 1) f? ,-I - I Ilp; I i i� 1; i I 1, ": 7 1 ": C I , F1 I � �� ­ -1 � r r- :� E :4 I: - - I, � �: I ill,iii l I r�ii 1j,,TTE-L �ffT Ili- �- -A , � Tcl� �T , 1 I il T I I,. ., � rj,TITii[T, - I ' _N I- _� i- _T­_ - - ­ - j I Ii I 1, I:: I , I lf�tlill F5 I 11 ".1i I , , -Ill (1) a) = (f) -00 (3) -I-' L_ (2) L_ CL = _0 0 q) ; CL , 0 L_ = Cz ­0 0- . .- M -+.- C-) I (1) 4- U) (1) _11i = = I Cz - Cz '- Cf) (1) -0 Q 0 72 -0 = 0"- (1) O b- q -2 = = .0 LL. - M C:) > 'S2 - 2 L/) (1) 0 L_ (3) -lill ,­ 0_ . Ill ") CIO 'R M -N-0 C:)- F- -0 . = w < ME It* n V 1`1 V f tj a I P411shliell eviswA - � '0 ` ?1[ 2020 FOC r co 11V ,OMJ SSW, I 1141111111iia;,irc Meted and � - � 0 4 Vebr' 1, tie a3 ;'110 Ki PX2.? i� Cn. L. (D 1w, (D C_ -+--a, 4--1111110 C.0 =3 M > 0 L_ co CDL CDL < OD _lI.-Iiiiii, 0 = -0 CIO 0 L_ n U 0 0 " M " Cn =3 Uj � < :;w = < I I SHEET NO. SH'1,5 I I I ­._1_­_....________ I �____ 1,­__­_ FoII_ouPwFA,rHEP 4:Z�'i�zz,� 1 0 , - __ _HFP111 R�� 15-1 1VF __ I , ,", RE5�STIVE BARRIER & __ ,��r,,, ­- IN EA i 1 I -I- � r ,A, - - ­­ WINDOW UNIT 0 , �i'­`_,­,,,��' - ,, TrM � aAR - 1�1 ,I ... ­­-, FLASHING REQUIREMENTS (D "'� 1� lip � - PORARILY SECURE , RIE� IOU(3h OPENIN"i .� i:C .... . .. ________­1__,______ I � - __ - - - _. - ___ - _ I ­ . .11 1- ­­­ I-— - , "" ,__ , 'DOOR R l i � I - - I " - " ��:: -9- "I, �,., - -,.,/ I ') A�, -I WEATHER - I � 10, 11�, �714�__ '­ I - - �', I F­-- --SLOPE E 1 � I in 1, I 1�<�', ­ - I & ,,"',:�� , , I � (D 4 - F==RESIS[TIVE ,1­ 1 � 11-- --irdemi- i T'�Ij �,,�,�, L , '40 -, - � S� r, _ f f_ i I 1 1 !V , I I , 0.3 flir: 12.0 In R703.1 Genera-1 I",�tcf 1 ,� i,% - ''s - [dln(­�f vI `� Area _- S!S�_!!"It exterlor, vtall enw-,Ii,�,�Iie The exterior Wall envelope shall I �, - � - - __ [� 'J , --, fil'. 1, i 1'r, I., I I,"I 7� ,I 1, � � t) If 114 9 i� I," , If, r -, I I i­R � I - - -0 > _c 0 � BARRIfER 1 E '. � L � � � I- ­ r - r -11 � =F�T - � �L ' . � , i ) - � , a) 0 4,-, =3 - . - � � I , ll I -1 " � , " i - � , ,­ !�.�, I o n HN' �' ' J -, + ; . I I,- I _�_ MAID �RAPAF_ C'IDTT3�1 R, �� - - "' . - � ��­' 'L " 'I � '-' - - TAPE ­­,z-, - 4 '1�1 ��­­l `�`L X I'll, (0,6 cm : 30'r5 F�Frj) include fiashi� 1�,,l ,�; 1 l,��:,_'Wtl�i­,, m� L_E�(,� , I_ ­ % :)t - � . - I - EXTERIOR EijF l)f r�$_",,"�") �':�,A"_;�+IlrpqI", . � __ - �,�[,,� - -- I �>-_ F-Al; H, I, i �ii - �1_ � _-!,A1­-I`8EAD0r CONSTR - I L_ %_ `�.; _­­­ ­.- __ I SHEATHING ,1,,,,,,r,,,,,,,., I Lz / 11 r I - (D C:1 C ���,,l' - t '� - 0 ) BY LAIIPB4(�:, D()'I,111r4 - ''I, ­1: I I/ ADHE'SIVE TO BE APP"Fr S HIAli-P SELF-ADHEIRED FLASHING I I I ��0'1 _r OVER �,;1011 1� I I� �: N I I/ THRESHOLD OF DOOR AND I �� Q> ca� 0 111-- . � � , E I f �Ilq� �,%s = - I I ­ I � . I � , , 11 1INALL HY Ii Ird Q L ,, � � - i - , r v I- I -� v C - -i - 1 L " I � A I E I 1� Lt � '� � T l I I _� II � �� � I , ,I 1: � I I RETURN UI_ IAMR V� USE .LIU11-11 D - R703.1.1 Wa!�.� ,.��.: I 1. � � t e�, c, � i e �f,""grlval! (:,�,f -lope ,s,-1,d` �,,,,,e deI i �-,mrf comstrucler that prevents the accumulation of water C: (d -0 (1- - N­�ll�11­,111,1,l,,li, � �' ��,�!K�'I_ r 11 I EX1EPIOR . griec 1 - � - i r -3 rin a n-in e r , . ­� , __ / NAIL L��-�,P,Nl-)UHFr�,lk,)ALYrl'-A��',Li" )"5� " I-— - � - ' ' �� � ., J ii­, I ,,I I 1� _ , - - ,1� �,d by Section R703,2 and a means of _4 "�J _I[I _,x�, 111% ­1 I I L , _! IL ��t I a IL,�, T , I ­� behint thII,,�-,� ey 111 1 L I I -I S within the wfa�� " Q­ _,� " "I [ , r­ , , - -1 �, , _at T �r, Ki AeTIOT c addino as require Q) 'I- I,, PR�)�)F- (�IAULXING i CEMT, FIN ' - - I a i� 4 U) -2 ,,I,, t" - L , I . _!, �,� fl�,_ri ;,fl� , Ill � ­­ - - T'�, - ' � - �II�:�,., iI ­�!­,��Jg - �, C� . �:, L ­� ­­ ­ - � ­ ­ " ,iC 3 - _, . '-i,, ­', � � ..... .. - - : - I L , BUILDING PAPER , � . (2) -I U) . 15I ,I'___ ,�,-�-, ,­.- ��:,' I >, draining to tht,� �,­,, "" 4 l­ ,% r �� L L, L_ _�,,') I a = M 11� IIAFAIIIER � "" I I , �SE[ f ,ADKIIRFL� �� L,"VIHINC , � - 1: , 0, Co �� � I _,�"",� . _", , , I , � , 1,� I RESlSrTrlI`E I- ,,, ,;�l I I I[[ ��, " �l, I. . � 0 � �2' -0 � � IkL� �1­ 1,1 , - ...��> �., . , I ­ ... . r, %­­­ J i � - - ,� . � � , SARRIER 1� I -,-> - >1 - ' "_l J'T T `� L' -L I ) z �, , 2- � I "7- _: � 1, ',I!�tlll� I If, a) I I I .... ... S'EAt 'f OPS OF JOIS T'S­_ - __ ,,.r ' I " - r I$ - - 1 " � I , 'r ��,, 11: �i f I J() I �' AI"_y, r-f �_ ­, ,,,,-,,. 111)"i, ­,d brea� k s c 2 , " jl� . �, _11 r,.,I�r ffL, ,,.r I ri, cfi comply rip wi h ASTM D226 for Type 1 felt or other ,,.r ,,.r ,,.r : L "I" i: � ,�, L __ _', __ � '77-r,I --- � � 'i , , - -­ � _-�� 11--' ­­� e-_I r WIRE I'LATH R703.2 Watel � �� - ­,, � I' �� !I 11"r �­ I I L r_l . " r r '. I", I I, I— -4 � 1�1 1 Y, it 0 , 0 ,1 -1 I I'— , . L� UNI:)E�R DECKING ,_-" I . I .1 Iv I I—- I . - - - r' L 'L _� I`, ,6� � r - ___­�_ � I ,,�,,ihfz­,� e, �4, � f ­� - -, 4-f­­'Itj��Ir�g 01 a�! exte6o,r wal�rs No. 1-15 asphalt felt shall be applied horizontally, 0- C - 3: � -, - I -'ri - �,, , q 1 1 �_-_k �iil --,� �Z,­ ll � . . . . . ­.. L - __ , ­ ---. ,,-,,'.%% "', � '11K Si i riF 1, (DIIA � ,;;I - I �LL - - I "' ,I, , � approved wla�e, iE� t_2 S It It I e � Is�,�al� be i.,4p, I a "I I ­ I ,,, r5ff­� DIETAII VIP07) � I ) "'­ �=t=., - ­­ - � L __W_ ." .-. �- ,,, ­'� �`t:l�f� ` I " , - = .0 U_ - ,�'11 �zlf,,� -A% 111.1 SELF -ADHERED FLASHING I ,,, I ­ q __ --- , - . with the upper lai-rer �"II­if�'� "'I Cr'T- tr��_.� jr, 'Yk2j ,I,J� � (`�,;, S �lI­ , - " ir�crhes WhartS jo nts occur, felt shafl be lapped not less than 6 inches. Other - , 'f!� + I " "I ... 1____:5� . , � Uivyt, If �,_ . _ _ I ll�Ali I �� � .1 zi_- � - , - _ :� �, -�', 1 . 11 � _ ­r­ �:=z �� , ­.. �� r ��� Z-z �� , � t M 4 .4- M .-- i -_�,� " l- . - - - __ -, � I'll ­'...­ ,� _� , , I ,� _-IF 'I , ­_ __ � , - approved mal.�JL ���IA �jj, , " '�),- �, ­­_'�t. l�, i C ��'� �_)C C1 R, [-I Ir, (-,,,, "IlI � It h th�n ,,,,-�,,��,,)TF2�-,-r-f��,;�,�r,��t�,�,,�(,,.� bl,�rrjer nianufaCtUrer's installation instructions. The No.15asphalt ­, � � _,, ,` `L11 � ir ��::!:� k 1� , t� , I _ I 11, 11 - 1. i I �l I i., l I "'I'l � �� � �, I I C M 0 :> ., r � . 'HEAD FLASHING TIE-lN INSTRUXTION5 I I _� -, - - ­� ,I .- ��J' : 0) 2 2 - --_ - - - 2 � , . - � r I - I ) � � ,:: r�D, - -0 $;_ 0 � �, . "l­! : 1-1, 11 felt or other _,app, li)i a � _ rII:, "�,; j C f� � L�A� si,�Ifl� t��"e (,,O�,IfiF , i a - - I . U , � - U , - L i Ithe top of lI and terminated at penetrations and building F - � I �: L. lie I',) I,,Li i r i c� r waii.�ai� ': iuous �c I - 1,, CUt, told UP & temporarily secure wea ler -1 __1 -1 i RIM,iot"�_, r __ I t � _� �i - 7- S_ (D " ' � - 11I � . � I- .. - 1 0 1 - �t� , IE I ��, f � U� I L I-r. e ET X T I,,, f I �,Ff V"' A `� r L I � ­, C'­ ­ -k , I i i I / �. .3 Wi ,lt I L I �� en­�: k)� ri as flescsibed lr� Sec+ R703.1. resisflve barheir above heads It> al�gw for I � "' `�_ ___,�, � appendagesii,� v ,�I'lt ,,r, f , md:i�,L! 0,�e roq�r'r­ L) i: Ion .�Q 0_ , 2 '"L""' -, , (n 0 C:> , 1 � C13 - THESE DETAILS ARE GENERIC AND �., 11-1 I I - t -C= 0 1 1 ,'�,�J I 14-- - _,L I \ CU - , A I - I t1ashing InstiHation - i - ,-I 9 I/ C I t �_ 9 . - - � � � -0 - W MEANT TO SHOW GENERAL FLASHING 2� Seff-adhered flastnirg plus head flashing under � I ��I t--- �� J, ,I--_ o I � �_, < � � - 'I, � __ - A � . � Jl l­, -I __� - ,� e!� _:,��_l , 't�­ lf­ �1­­ ­ �,- _� a'j � il�_, -,,,- I �1� � � �­ - - ­­­ i ­ 11 't�� _ - . IN I as ier-quUned' I i _r, ­ �',, 7- �'a 1 �' f (z f ,'� ii�,� -` IL i:�'; T [K"� I �i' 1` � � "I - I . f �I � -1 - I! N., ; ", -ba ed ,'I AND WATERPROOFING METHODS TO weather resistive barrier II 1 ,,, I � - I i ; X1 i , R703.7.3 Wa-. , ,�[t fr : lled In Saction R703_2 and, where applied over wood s I - ii, 11 I i , L �� ­­ _tI�,.. ,­I�, 1­fiI, C� ))",:L41 - - I i�--< >-I I I I ? ii �, i sheathing, shi.��Ll m,uluilJ��,� Z. ,,, , ll�",F,�,',E-�fj�QE,� �,.e I � �� -frqmancf_� At I equIivarfi,Hit to two layer's of Grade D paper- The 3, Fold weather resistive bamer back overhead f ,�11 � 1) I . -"�, . r - -­­­__J1 - 1; IJ III t , � t� ,� I '_1 I, -I"' [" , bL�vii�ai r,rI i rO�fl ", f , I I - � - � . , � , - ­', ­ - 1� fl­ - --r - er- prol,?rdles a set-,�arate COrfir"UHL-)US, plane and any flashing (installed i � I', J Inje�(ar-,J, R _ - ',;'d 1 - 3 L - ,zt,�� - f, " - , _� i, ­4� ­'Z; 5, _ -- �j � 1, f�,' I, I oil�l I � c- i ,- �z TOV I I in BE USED. ,,,,2 ) .- , V (i) individual layf��I�f_!=) �5 i� 11, __ � � :r, _- I I,_ , f , flashing and seal With tape ­/ ___1 � � -1 f - - 1" I � : L-.-,.,-. ----1- I ---I-- . __._..__________ I �;z 'Ll �,_, , , , ' � I L � I - � -, - --res�sfiIt,e bay'rier is dIrecfed berl,i.,,een "I'le layers. ­ ,7 _ ,/"_, � 'I 14, "! � �d to dr,_--,m t,_,� * I I I L i ___ - accordance v ­� 'Slec,­f 1-72 , 11 ' efide .he v,ater - 1, I L ; SELF -ADHERED FLASHING -scale: N Ta SELF -ADHERED FLASHING � SELF -ADHERED FLASHING 1-1 I � I . T i FLANGED WINDOW I Exceptiow lj`i;­,;__ire I t i e, i.r, arEr-r esist _f !.,�3L l s appred over wo.jod-based ,.,;,heath�ng 111�is a *ater, resistance i CEMT. FINI-OH SILU POTSHELF/ CHIMNEY SHOULDER Jvs bi�rflair lina , _. . i t -R RESis"NVE BAMIER I FLASHING 1NISTALLATICID AFTER WEATHE wpol EXTERIOR DOOR WITH DECK - SECTION A W P 0 2 I W P 0"' 3 ,1,___-�T � _L � ­ ,­ Nii� _T,T1,,4_ ­ 'ap c y a i � , 'JiL�a ' j OL-IHI_HAlr!_' , p I z: separated fror'n the sluc o b n fritervening, Ij � , � ­­ " "Ll i ,rl_:31_ ,_ � T : J! rade D ; jer And , - equal -,� n (­ 1- . % � -A 4 � r� � :_ e_ 1, -1 -­ �l, � Pl�_3' � A! :L -, I- -Ia . I a ee Jesq­ 1 , - L M In r, HAN ICALLY FAS TE N IF RUBBERIZED ASPHALT -,, sulbSta' , ,�ll J�[C�L,,'I� alt,� , bsorl:L,rfq 1, y i ori. - ied, r,ainage space- ! rIXTERrOP SHEIII- �, - T­ IiI .",� I NEEDED Blf CCIWJER�'3 ADHESIVE 3,1A "-'I " BE AD OF (� I)N S T 13 L , �� .. IWALL $Et Flld)� 0� cRF_C,s P/­­ F"WSBERIZED i FICTFrPILYR -SLIF-ATHINIG -a _1­_____­_,.'_ " __­r_­__­, _�"r r � THROUGH SELIF-ADHERED ASPHALTADHESIVE , - I � I- U � - �! /_ I FLAS�IIING; J ------- , I , - I . � : - AiIHES"I l��QSFL't�,:���lp;[.L[�."E)IjNE�1--l��� I �� 5� � l I �, , , ',� �,- Je -- i­le4ai 1�,a,so�rq ,,Ijn-,� fia%hinq, se'f-adhe-d rnembraanes An-' mechanicaltv attached flexible flashing shall be applied .4 , , - � _�, JANLIN � 9�,AD - - R703.4 Flashwi�j, tf-Li"', 1 I', �I_2 i t � i ", 11 i-W I,lr- I N �_ Ll A;Sff IN" :1 ', - I L T ­­ ­" �1_1_L ------- ING " - 3A" ct, MEPO __ I -_ trzr�,:_,, i ic� � ') OF Do" S� A NE, P IN � J, _�_ - - __ � I F � F; AS�-IINIG --.-- 11 SELF -ADHERED FLASH r, ­ f 'J 'I "I l'"�,� r'y I I 1. , " r" 1�& - , / I - , . I 1� .. ­1 � _,J" t:� � --r'c Irl1,,',fi,u,cfions, MetI, -,�hing shall rt -kr tant Fluid -applied membranes I i ­ifashilrl-n il- L �I fla� - - PDA3 r Ff� --..----""I ` ___ III I -i I �i�11JR � - / =1� . r F shingle S' n)ar,ufai,,,.,,1ure be con os cfi , & f // F!_ANfi;E0 WbNDCANT If " " 4 I I i 1111il-­11,1�1 I,,, �I I I I � r . . resist 1I I U - � . I , � f � gr"""�',� i,iitt "N"I PJAI ,L,�5--�l,�f,r)!,,������,�,(�,![, BRANIE I 1� � �I I I ,,, I � ­'­,­�J , , .,�)�)Ire( ;r'�@,��",L',��,'�.-�����"-f��,,�''i�$'��'�6,�-y�,�,�'li�.)f,,L,,(-,tLir�.��"s�r��ti-�-je--t�c�r,s A" flashing Shall be applied in a mannerto prevent the �t OR FOL)INI. VlIII9.:7,'THFR r4l�(m!B-": C � 01"Y'rNA"i �'1111 - k I 1, - � ' A1,r " I i ,., � - u:sedasfiast)�,�-i,,,�,L,-.��:�a "'rie't , . I, I .F - I � ­1 I L� ­ � � "I -, - ,,�, If " , i�RO , A , �, �/ �,, -11. , � I " 12 MIL DRYLOK CMU - NIASONRY 131_rl)(�K I ... ­­­ �ffljk�A�l��Pgt�l . liI �,�,�, -----, i ", A ��;:g,i�l: ­'I'L�N' `rI ,�,,,, � l L/ 'Ill, " "��_,�" ,'i., I i , ,, - i I ­ ' - , L " t ­­J ,I I�,f 11riFSTS I j I ��' L'� "�i l I ' S'li I �r 't- .--r" f O: � 1 r I 1, ) � s I f ­IlII,� I " , ,,"(, -, I, uddinc stIrruLctural fr ' EXTREME - REFER TO rECHNICAL ­­­.- ,,,,� ���i�1�g L� - 113CORED -­-­-­­­­­ - �l­t- 1 h- 'I rfL': arning corriponent, \ ` 1�,�Irf III %TJkIg Bft,,,�I If, ,` �1­1 9 :1 ,"' � - entry of wate M 1 ,4 I i - y t-lr ;­" 'L��II :_ ,I � t, 'i LETTER 0314 CREMICAL ,� * . 1q, lq,? , 11 .",.- "', , "",r ,� _J 11 �', JI !�xj!,I�Brli,, I, � ?� ,,������;�l,��!,I���t�j�;r,",���,;,,,,�,,,���:,� :I , � "" L� 11, II ­� I 1, ['��. ",` , 11, RELEASE PAPER - - " �If I . - WINDOW COMPATIBILITY 1,, "Il�zr qg,Il:!�, �,lfl*i.� .1 IL I,, --I Self adhered l'i T e n­) r,�,Ii iI , ,-,.r, s used ­�,� flasr�irig S �,i �.2 � � Ir ll."I I � � �' I, Ir ,,,,,,, i t h AAlr,,,IA 7 I 1 AJ11 P.,III fenestration pio-cl,urcts shall be seated at the uncture with . I I "! - I F - M -1 1. i /11 , I f. � 2I1 ,� ", l I , , I ,'I I I �I; `P,fN9l-­lflW�r,,�,_ �111, 11 �, FASTENER ------- i , - L , ,,,f� " Y-L.- � ", _- , _ \ I . . � I "I -11, ,F� N �� I . I � 1 , ., "r, , '­T�,, (­�­',)i) "I,Ia., -� - ,rL . � i - � I L , � 5 . - � 1- I- It I T �-frii, 0A.,% , I'J!�-, C;l "', � " r I _ ., - ,I �S'11 ��!��:":"",!";i�r'N"������,���4'����.��� -, - __ -ADHERED FlJfSHIING. P I F�t� Apr: I V, 1, � 'r,. - 1­_ej ItA llhj ,,',[_ I F . A _ ",, - � , � 4- , r0 I - 11 I , ­, I, � ­__ _ rC ­111j­, -,L,T-.,-_l - lt �, - , -� ',;� , , � _. SELF-�IfDHEFED PLASM,411" 6 1 �l��Ng- rr,�r��Ig,r��,I � I 1qttC,0AF _�i[)If_4.-� SC��-PIt7 � "I! C .. ?, x' -, �� _ the buildin �,� �� � I � � 1 I-i , ,-.lI, ­� 1) SEALA14T AT ­ /Y ,"' L,-L' .I SELF �, ­ - I /_ `�§,, *�,, "t � ,I, I RE' CA-- -A R TO EYPG - E � - I r- 5 ,�il; f- _J � , , -: , ­ I—, � 'J _, � r. " �_ :-, ININDCAN BUCK TO I 1 f.r! � ,� ILA r, -11 -nt, 1 luid-api lied membranes used as -_ ­ ,6��', ."L�6 � " ".1 I � 1 - � ­ �­? , , " I, i-. -, W I I, dard as �appiot rtale f(�q"J:-J , I i _'. r I` "" , ," ' 'L, ­,"'. , E '� '­ � Z � i f T �_ � IL i ,tV , F P , lr'_ , 'r , , � `," I I, I VERTICALLY FROM E _ I - I �­ _e�` -- - -_ contraction, At-- Tf- - � 1', ' � A. r1,;l`,,',, l� '-f E 41 SEDN , , , I I �_ II ,/ L ALANT JOINT ,A�,� -, I `;i:i, ��E-",,�, �r"Nrz " , � EXTEND A tt,-MMMUNI ,A- E N _� 52jitli As ,,�"Nt 1, '. _ 'I 9 f ��J f '_ � pe of seala _: , I - - '­ � � � .1 "Z / � - I - L �­ � � f I � , I! t. -, '' - xf- NIL 1,_4�;;r.'.]:l,�0'1 I � ,11 I iI 'r , "' , �� ; � , r, ,, 'll'A 7 I ,1, ­,J)e 11�asd;,:�r: suld - of Irle exterior wall finish, Approved flashings ONTSIDE ED-CL.3E OF � " / MASONRY ­ `,_�._ , ­Z"�riztf� " I I, I I I I BOT-rCRIJI OF I I i , " ; , il '(��Jjr�,�%;, �,�,� i � t I /�, I TI �---- _." " I � ­` __ ',�, f , i. 'l'l� 1:1 t ,I�, r - I, , L I I flashing in exh­­- o, -, : ]�� ��� hL A i 9 I � I 11 ,, ,::­.,,� 11 I � � � , I. - ,,,, 11 -/- - i ,\ I a shaV e, terw,d to the - fac All N DICYIN 51-11C K , � - - ",,_ 1 2) -EALIBLIJ011 T - ­riii �� �, , , k" ,�,, I% " - IN ,0f , A � - f ,\ / � , � 'i , L l ,"4 a. ,r,,,,',�7, �S " , �� � I �rli, u` , I ,.� i HRESHrA, 1) I _; � il pli,,�i,'r �Tr,�lti'� rin., z 1,,� I�flt it ��,t �, , - � -,- ­,'] I ­�,�­­ - ­ . - \ v , t , I , � �, � � �� ,I , , , E � " ��;� �; �� i , ­,_ - � r , n,s 11 I 5 N ."�V:III ,Z . 1L - i , I ­1­­IiI,,l-, �N­­v.qlm:I�R, , E I ,�r I : �­ \ "li._,-, - � i-'L �, L ,,IlIllv§k��l , " . � - � IN, ll�;,� "I ,, ",r I zZI - , , , - - shall be insta'icd � i rig , 1 a� - L,, . � L, _ � : ,� 4f �,,� -- ��- ,-, "N'\ , � I 'i�l I , I 11 . � . I :rf '? INSIDE t' [toF of, "I"r ......... . 4"", t�_,_­. ,3 I �!�II, _ , � - ,�� ,` I 1�1 '11� .1 ��, 5) Si� " ALAN I' FR00 _� � �4 "1 I " I � , ""'I/ ' _ 'I,, _ " \�:� ,'L", � \ i " , , l'r L - . 16ttlIl , 1� � I .- � � , S, j.­,-, �, _Z� - �tr�.,.Ug�irIt, - --zii S, ." I "I.- � I i I DOIN FRAI . �, , , l"I'll . . . . . r�,, rIANDOW A,X�O� ­ ­l ­-'.., �`Il�,, ", _: r-H -AIL'04I __ '"', I I , � . � �" i t��,I��,��v � )L"' iA�1, I � 'ILI('K - \,��&#"I�,,," I "' 'sz��Z ""I'll" S1 ­10N-A�SEE DE1 _� ,_�- I ` I' `­ 1 � I ,,,, , �."'.iI - -'it � "�� . � r ig� - , ­', 1`tl -1 - _ -----"L . AC3ROSS A(K) � ,7"�".­ 4'.` ', . '00 AS E�i I I'll 111I � � t__1 -- _ I � ,�, . ,�� , \ � 7 I - . I i , �, i i / � 11 �f .� - I -- I I ,il�i_ - -- -,' � _� 0 I C, P ef ", I o'I , w,, aind diII IS ) :� ND'"I () " 1� 11 ,-I - � � __ 4'<' � I , � ! I I ­ L1 " , , & � rZi .., f f . I i i �­ V a.,f, � - I AN( fXIt� 'AME �61. ­_' '�L' ", " 1 � 1 _Extur;­ ill, I _�L'L r F i zi i I-, t rf g a t & I er I,,) r 'ril', I 1 Ich - I I,,ier)ir)�,�,js sliall exterid to the surface of the extedor wall . I , "I , OR4DOIN F � i "I"- I . - � 'N �11� , "" I � I 1: � . "r I I I � _-, 1,� ", " MASONHY --- ill ,"'I � ,� I 11--_Q . .. ... , �, " ,, " - �", - - � �,�� �� 't LJ'raIO2r,,1P riliechanically attached flexible flashings I I 'i", I , A T TACHED ,,IZ:%�Il,��,.,­ ,,� - N. X , SE'LF44,I)HERED FI..ASHING , r _'i" " 111r, , �, I \ ­­__-__., "I"I �,�,,, " I �', L � fl � _1 �1_1, _`L - �,,l finish ot �o *'­-,�: ,,,I,ate -fet��,I;hvp b �i � t � N It C0,111 J) I il I I � g lvf t � I ' � e c,,t i o � i 7 0 .,',',,, - f A I, s u bs, ,,�q t t r- In t f- - - " � I -1 . . . . . . � . I - I . � A. c/ . ,,l,;;;;;;;;;;,,,, �, - f']011)f "i`:IlO,I, � - " 1;"_�, ;�, , ", 7�, 5 _ A - ,, , I ��,, Ft A ,1111 '� ki t ...... - - - , 1, ­1 � I __ - i ,,,,,, � I � -_ I " ? - ': -1 1­-�e IT - I', _� -I--, I/ ,,- -1 E � '-­i,`,, 1, -or'-ndy - l i h AA FA ; 7' ­­i rl( ai ,�Oed -rill, ­ ­11 - -i " f i II I -- 6) 7 ("A N I`H) Sq'AtAliff f - - RIE10I)IREMEN f S � � � - I "_ "'J ", shall � i I ;�� I IJ� ""i'�111IJU!"'Q! d� � - L L L 'L f uls shl it" I", Zl/ � _� "_� 1 2 'I� , , a ._ is4alle E ai accordance with one or more of the � __"-��_�_ 1, xItr6l " � . BEAD BRIT)NINC1 ,.,,,,,�r ,,,,,, " " - `�� . � I ,11, L 1_3 f', I xv - 1�=� fialloi�vm- VIi - T- - E �I,� I �___Z__�_�__ -- 'A i - .L- � � � - I ADDING AND WINIX)VI, __ A-- ji� - ` rr - I 1, ", - - - - IT T- ", i - ---- i�% � ­ 1 ,,,,, __1 �, - ! 11_�, _`L 1'� -1 1­1- - I - ,­­' l+'�I',�, .Z-,f',Q Il,C't­lJ­- � It d Irtas, % I- q � I-T51 uc-'Ions, or, foll, apphuit ons not addressed in the fenestration �111 I :) 11 1. -L,On_,Str;.i1�,�,­! f , , ­f", .. I !'I!,!, I E . . - � ' � , 1­� t�� 1, ,. Li i ��- , t; , - I ­1 ` , J.-, - - , , FRAME - _ --_....-,.."­- ��� __ '_�,,"�, i"", "Ill,, �, 1,i� � oJ � , ��� &� - SELF-ADHEPED FLASHING 11 �,,,_ 1� I L � - L - L <� �, , - ILf I t'.I, _rL1(10 Tl;. I "SJ,I�JJL� :� �� ,� Z­­­­--­­- �))�>EAli-ANI'V�lt4E�IOWFRAP�l�L,� , . r � ,,, I '� I -'I 1 - , n .1 L. L NAILING FLANGE ,t ,>�_ � i 1 a " , � " _ , r4 -I,- -,tions ` �,'Tiere flashing Instructions or details are I, '. I i, � - " a c, ! �;, � -,_�,:'1ons in ��CL,.�.1c�r,t�ii"!,,'.,�!�L.�,� �Illlith flt�shina :�� ,itrru_ -, " T­� 'S ,� - I '. 'i I - - - r.. _ - - -ar's lnstI � I- '. -- I I -- __ ' 4 1 .1 BANDO"Of"BUCKALL THE WAY i;:�� 15�", �L - ,�L, " 11, - �) C, I, e I XN',ffi, -) - � � � ArlOUND, INCL.BDING SILL. I Wf i �11 "ll .. - . , � - - - - !­­lr � `_� IL - 1 , . 1 i 4 � i ? If , i , 1 , T t ,r -1 , I - 1 it- , P U lg -�' , . ­ � , I t , I " V10 /` '� - - I ­ I - - 11, - .) / " i ___"L, I I-awt l!�-.'IsNf-r. ,; ­IaIl I Ie jI1`­'_ f�-- y i� AIm-do,t,,, and dc,)Ia� openinc ,r,,.; Pan flashing shall be sealed or '2II�L_"Cl ; � I I!�Z� l�_ I l r-'f � t -i �Q,� � 2,) SEAL TOP$ Cr JOISTS - ___, ( 1 ) "L 1L,.'1_1 iti 6 -� , L � �. - � I . P ,I _i ­r ". ", ' � e B I , I ,� ­ 2 , - . I - - i , ,Xte"IeL r ll� �1� _� T f 'pf rL , - -� i � � L�:i _L, I , fi�,r t"r) the� l-;1.L-f,,,: cr­ , , t ,i-flt f'rl'sh or To '10he water resistive ban"ier for subsequent r '��­ I 1 , �"'­J I 11 '"Ll 1 _' � ' f�_� r _ ' I : ' I CIO NOT FLASH OVER / �>__,I I �!I­'< �11_ _,; _ �r '�)is _1� � J1�1_11_1: %vA, , ,,-� � L, 0 f 1:1 � 9OrTOM NAILING 11 ", INEIER DECiI I _�,I " '1� I-- �-<` I . ` ,J ;.�, l, I I I, - 0 r I "q._"" r � 1: e f la's 1 , I 11 Bad and sides ­ ­`,'­- 'It' 2 - -1 - " a I-] ",r ` I -1 - I -1r], n l n g o - in rr, I er c I if � I F, � t � e h ,,­, T E, - 4� � i­P T�CJS 1 1 -,ir if Lt, :I ,� � - ,a, i r, ,��; : � , - �, __ n , I ir� t '.'>. i F � �,.": i "­ I i ,,, � - " ,I/ (8), iSE E IX TAVVIIIFI07�I (' 2 ) " (7' '_ 'S � � _ L' I rLANGE ---- \1-1,II 1, - 1��, -,", 11 ­i, I .- I ­ L, I �­­ _ " ,_" � , ,qj ( S'.".r'ID � - 1, , _ . - C - 1D I -1, �� F, I ] 11 - rl _ _ � __ o' "sk -) � � . ;�'. � -Iii! - - 21, . I if,l', � I � the fiashrr.Q d;� sl�,, n fo�r aieft�)(4 j�jf i�) reIg �Stal'C J . Circles ,)m, I 1,2 1.2� In N - I " .11-­­­ ­..__._­__­­ I__ I ­ ­­_ -11.1�l.---�-,-.-�--����,��,��,,��-�����,��������.-.-...-. _.­_.__,_..._..­ - - __ ______ 1--_ __ _. I _­­..........- ... � ... ­..­­­II­­1 ..... �.�.�..�-.--,�-�ll,�'ll,��.�ll,��'ll-l�.----.�...�..����,.�.�.��-----� ,_ _ I � I r�,�,r'N­­ "�,,�j '%L,E� ­ L, - , I �­, - H I I,! ' - - U V �� k, i �­M,`­,;_11 I r . p _ , i t3 1 3. ln�i:"�,Ll) �L10-`3L_I� � V- � " I' `__AN:_V n I L I , , SCS i 06..1.105 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING i 1 A In 2Z--","'�-'r'L'L:l�,-,,�-',"-���, V�: �: �!-,: c7M & � AA"t"J'A H00L F �NI,4 L� A`AJirlf-'!i L'?O-"-', F%"TA,IWID,�iI 250- FMA1/AAl`i.,I.ff`A` "'AIDII11A 300 or FMA/AAMAfWDMA 400. i � i I � - s L . HALF ROUND WINDOW DOOR WITH DECK INSIDE CORNER I I FENESTRATION INSTALLATION AND INTERFACE W P U` �4 EXTERIOR WPI WP'*%6 � U � - � ". . a --- , � ",I � � ,,, -� - h - - -A --r =,I ­f -1-1,01her mal-s,I 13�zt, U1­110r, 1-id) franie or slt,icc,ownlls, iptith pr(-)jecting lips onboth sides under, I ! 2,, 2�At rhiti ��-: ,i­_�,­Ie - L' I i � L � il L -, f Li " , f f -, E 2 f I I f -, P � ", i -, [ )Ti, cr­)-`i�ifr! I ­T!, I --- � i - stucII:�:o ,­,,c-Pit19.__1' I i t . � � '! -�, Q� 4-'­ia:SCfflI­ v"40,C)CI Q`= Me � cl� I ! -5, - I � I I i Y � �; 1 3, 3. U n -, ie, l� �Ic I'l d I � l i I , e ,,I �� �t LAI - � td� copwicis, anf 1 sil ­ .0- ('31round .40--l­ ­ ,� : 11 � I I"L­I I B� " , 1 il 11 � , ­,� � �, �, -�,l TF J . i i . . 4, 4. Cc. � -� � I rf �� ,, 'r i ,�I, ' IiI L. V, - , �i �', I :� t e A rc, i e: - t I nra � ,--I,,�, d t � I � rt - I - SHEAT'L HING "" I.,,- ", � __ ­ .... � [ , - i � - - I L­' i� 11 .1 pfi��i�­i�f"�"'�),r k'�"��' ' I �,t ­ V - ___ , =_�__:: "",�f 1 5, 5, W I � fi'l i c.-", ,�Xif_ �,i_,­ I- - - I- - __­� . ��.-��---..,.-�.-..-.�l.:=,!!,�� �. - I I I , - � s or s t a � f ,�,, at t a I-- I ir a lI or floor assernbly of wood ... frame� Construction. - . - �, E, . ,�E_ . --- ,,, �1� -1. I-_ � � i I - ... __ M ­ ", I , - - _ �` - - .- M5,0 , �I .. - i I __ , 1,1 . _ . ­L - r "," I --11,-,-,-`­ I �' . - - ­==7===�M�__.. _______=:!M_ I =_1 <, I I -1 l,D I) , �� - '1I - ___ _7 ­,,` i'�,� ifil r 11 Ff 1-1, �� (�Il l-� c t � 0 IT S 11 ____ __ ... i ,, I ", ��11,1' "' 6= 6,At v�, � 3' I_,; APR 08� ­ - ___:_ i- " ��� "" 1-1 """' ___­_: � � z , I - - - __=;,_==M==7 _,��­ I �_-, ,,> - , - . . .i;;I .- __ , � __ I.. I ­­ ­­ ­­ Water Rest 7-TAt ��lw _-�n ,L�­ers % 4 ___�_. . � 1-1,-, - "Il" I ---,, �__�� -, �l, slant Banner I r T, _i L - i " �" = I� 11 - __ i \ : �, - , _._.I.. ====== -;==-- I , r-------- - .. 11 I JAMS, SILL AND HEAD DETAIL / �/ / I / "I I I", � ,->e---- - -ath 9 I- � �-_ � � L - '.1 �!��r_4_ L � --- - � I Z z, 11 _� - -,,,, I --- _____ � I APPROVED SHEATHING ---_- __ Z ./ X / �./_ ,,, 11 :SELF -ADHERED FLAA - - I' "" 21 _FHESE DETAILS ARE GENERIC AND MEANT 1-0 SHOW GENERAL . Z / ; ___ - - , -­ �_�hi2attvrcg , ./ . � � 11 I APPROVED HOUSEWRAP ---- . - � 11 � PATCH I 1, -_ - 'L viplmd . - - X 3 [ "I'll - , ,/ 9 . ­ I , I I ,i<'. ,/ // - L � ­ 1 4 1 � ­ M, % , � �� ­�� " &TRUCTALATH TWIN TRACK 2 5 ---,I---,- -_ ---A- * "', ,"-, t;7�f � � . ­ ,,, ...­ . . ` - pf", , Mlw Assist, Inc L_�- I 11 ,111" ,,�/iir �, t - / -I L_ t L �" - �, ,� ,� ?� - shim'o FING METHODS TO BE USED. - L\ I , F ', ,,, H P V ip %, 314"CEME.rrr PLASTER I ­-.1-- I 1� _­­­ <­­ �I: "INN , ff /I ", ,!, ­ -_ � I F LAStl 'ING AND WATERPROU U f ­,� - , - N Ill, ,Ilel", � 11 - I If - ,(I,' , ') � i 'n0l'I and apprfi'� .. � ";:�_ '__I "! 11 . ;1� � i �y � iropb,J,T�'-Ll V�f I Z ��­ 11 '1171 ,I 11 I - L 12 MIL rmfn) DRYL01K I:IXTREME .. ..... I...,_' I """ \ i I ,I l I , . , ") r ":, \'� " 11 -1 i J,T�q`r 10, I f�,. Ved -.1111"", �;� .... � "I ,,,,, I , t- I I ­ 4"" 18C 7th Editiorl - 1­,,Z� , I� \ � ,, fIl,,, , � � �, 1. - � � - , T ­�­ I! %,, � 11 I, I � � IP , � 1 4 � "'rit;E - - � i, 11 0 E� lip a - I � � - � , ,I � � �_ � � - , .1"', III 1 'l 11 �r ­d I)* h1ahr PX2360 " , .) � , ­' I ,�,,,,,/ , � r11,1,I , DOIUBL�-: �d " : "i, ,I,. il 11 , , r -_ L .­.. I � 11 �[ A � . I 11 � ,If ,$ 11 � I 10 ,� ,,, IAII ' I,,,, . I I 1 � I � AT- ,I., ,,,, E t "'V" SEALANTS()CKE1 WITH I . 11 , - i'l�� I � i I/ JoIsT r I - ­ I � 'r 't Mi- -If APtrR( Vi: I'.) I'LAIEI 1ING1 A,PE �- - - ­­­­------ .1 .. : I , 1 . I 'i I � 1, - 'TOOLED APPR()VED SFAt ANIT ---/' �' , � � �11 , 1�111 � i i � " I I r � 1-1 " � I - . I - I fli �,f�MHM !�_-I­ - F\,_" �" f,� I �, � �i � �, r r I ''I O__1 1) � ) _� SlINGLE I-/ - WOOD 8 EANI I Ll,,��! �. �,--�. ;-i,_,Il)�,�Lt�,��Iir�o lmlfh L­ ----- -­­ ­­­ 7/8" Cement Plaster w . - ill I / J0,1113T ", BELCA111 - SEC- ADHIERED, FLASHING , F����i�iiidu,ii(�is�'��'i�'�i;���I a � I ­_ . 'd I � r I r I I 11 I . l � �, - N r,�\, � � - I � ll��,� / . L L Q T M;, �, 9'� � (" - L / I / .111W '� 11 'e, _N,t, ,�, - - --- ___ � � - , I., I � . � I - � A,,,L. � . 5,� n accordance With I .1 1, ,,I -we -I - ED FLA31- \ ('i f, -, , I E , � SELF-ADHER flNG f i I r 4 � L I - � ,I, _i�,,, � , I ' 1 , �f 11, " - 1, " I At I �� ... I' 1�11r, '-- r - , ; I >,�, ASTMC926 A&I-i __ � A , ld'.EW 'V� ­11 il --- r - . �! - � t.- F ., __ - 9 , I ii - '­ % ­ 1 f - iI I r � , "­ ,,�-, I �, ' . I I � I r', I /,,,�� � I I "I - � L �� c�i- � �v :�- f-ar n I . . i i L �_ � L - i ' , � , � I LL L- � - I � � � t_ " 1 1 " � � L � � _'� a, , , i , __"_�� 11 WIN IN �, � _. ,e 19 0 � - ,,,I,,, \. I . I , � , I . I L, I ":; L , - I ii,- :� �­ ' NI ... ­­r -­_ I 1- U 1 n � "L-1 rf- F_I 1 , � r- � I l _ - . \ ' ' ' 'i 'l - L "- ' " ' 0! I- � -icl _J w" � I ' . L� SE'F-ADHEREC,l I-- �cf 3" NriN__- r 1-ii%-< ,,, - I'll, , � , I � r"., I,, i\ � L ��`� L � ` ,_',,,,� 1,: `111 - - . , " � , � ­1 �, ­_ - I , _� i I ,'11�­'_ L -F --,-14, Felt backed metal -, , r - . , , � " '_ " ,,,,m,h.iV,�101,� wi� � I , athe in accordance ) " I '� I �� I ""� ",: L � r � 1: ",,! ,�,. x.. _r - I I , , �, ", I< L ,;,_,!:-ADHERED �i 4 " 1� , , " 1, Ili` � fr i - ��,,,, . - r \L 'L ''I I r - ��- , -- , � � � FLASHING LASHING 11 _1�1_1�. i , 11 � , F_ I !I � I F 2 ` . , /1, I � 1 , _-_��_- ! _,,��l,�i�",,:,._,,__ �,� Iir�i � r 11 � 1, with ASTMC 1 063 ]` ? f, ( 5 l,,� , , % I . \ ­­_ '­ I -1, �­ r, l r I L'iW- I I I Ir ­.­ ; L'M H,I;r$l'� 1��741i�-Ii I I - 1 , P i ­ , , _��L" � -, , I�,� " � ,,,I � - 21 � � 'L ,­ � I - I � 1'., ' L� ,, ,,,I * � i " -- �, - � __ __ f '" I ' ,� �," " � fl'XL,�,iI� 'F;:1, - ­­­ ­­­­ � ' ' ' r r I '��'­, -!r,-­I'1­­--- BuildingPaper r I , ­ ,,,�� ,�, j.r L'� r�­'_ii -_",�', � ; \ �\ \ L' , f -_ I I � r��g I" , , I III � � I ' L � -"i I �­ � , , L , , I , 1�:��­ I ` I I �, ;11I��, V __ , r� ..-..,...-..�-.�l---..-�,-�.---.-..--.-�- - _. � ­­­ ­..._­­__.__ "'..____. ­___1 Fr— ­� ­ .... ..... --,I ... ..... ­­ ­­­­­ ----�.-----�-,�.--"-.,�-.-�-��"-"-.-"-",--"--L, -------- ---.-- ------, __­­ ---.�--,�-�.-".�"r,----------- -,-- -­_­ , " I \ I L , L �l� " _ � � - 11 i ('> i � '", t- ��_ �, ,",,�� I - ,11,II, ,!�, �f 11, I - , "', ,,-,; �� , L, , �­ I �, i � l :C�' 5,l"��' , � 17� ,_�%X4��-,,;, �i5, I I�S I , - i -1 - - I " `:� I ­L ..­­ I- ­­. I F I I I . -- - -�--­­ 711 6" CI r ,,, , 1. � -# � 1� . ,",, ,,4' 1 11 - I i I � L I ", r - � If-, - - -1 _ r . L I i�l -,L , L�'�h � �4! L , � i��` I 1� W , r . T , I " � � � ,,� �� ,,, �, ,Y� Z, �': , , '1� i - - - , ', 1IL, . I � I I I ��i%;" ��,,-,:I,Lii� -_'I'4 ,]',,�"'," _,�' I 'le ,4 ,�,,` - � D I "I I r f 1� ". ; Ql'.� "' " ­ L El SCS 06 02 WIN: OW FIN INTERFACE WITH I SELF -ADHERED FLASHING SELF -ADHERED FLASHING �i I - � - .1 1� , � ,,. 11 � � 4,��,�__', , 'r - - ,_ 1 4,1 ; . . - --I I �,� - .I ' L ",r , ,"' � I I , . I . 1, � . � FOUNDATION WEEP SCREED �,L - I I , "`L� Nit ,, �, I - ''.", � - � I I , " ,� , 1OULDER DECK JOIST 0 1_1 T,'-; I D E IC', OF'r N E: R I - I ,� , �11 , 11 " n IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII EXTRUDED SI W P ON 7 WPO81 WPO9 " r I I I� L , 'Ir �� ... ��' '. I � T, �, I I t , - r :i , 1 1 - k - I I r, � I 1� I � I !:- , I , , 1151," � I � , I., �i,I i AI I : i I I , � if in� ; ",, L, " !I . I ­ i N I I � 11 �� I , I , 'L � - �-, , � - � "' �r - � �l L .. ---- � I - ­­_ . I .I - -.-----I- .11 ­ I � I l' , N, %4' 1 ' ' - ­1, l ��, - � 1� - -, \ L " I "I" - I'll ,I I . � 1 ,'I , - �,, � I / I ,� � I � 7I!�,I ,��,,- l, � � 12! (" �. I � I ,� I- � 1, � I i I �, I I � (Q , _, r­ .­ ­­ � � - -.,- - � .____' - ­77.. % I � --f L I, o:9I,� ,� 1 ,(l, �i t) r� 4 i I , �, "�', I " I , � ,,., � u ' ­ Ir'! [,� � �� 7 � I � .r I IL .� 'L �_ f / I ; , I --�-,-...�-1-1�.�.----�.�-1-�ll,�,�.�.1.11--l�,�,�-�-I..-���1--l�.��l-l�--� \ I - I __1 g 11­� ILL" _ ,._., I � I - - - ) le - � - "U'll L j , !��t_ I 1, - l [ _ 2x FRAMEWALL___-r_.,__ , ! ""', "It ", 1, 1 % \ I I I 'IT ; i ­_ � � .� ­"_,lL i I - 1. - _ I ,I L - ,r SELF -ADHERED FLASHING __ 1, I �, I I- - I L i Ili L "'I ^% I 1.�dr ff R R r L , ______,_, - )I � I ,��lI, _r F " i [_S�'�r_ _1, _�,, - L ,�,,Ip , II _% _V . .......... .. __ - - ---.-,- �� -I - I- i � SM IN ".", � � I __ - L, - 5W:iz I , I _ S - , -� l, �i. , I, J __ r 1, ,,I/ I <� �,, �,�� L,EGEK ID .- I - �'S, ,,� 'L . " ,� _1/-­­ --- Stampede or similar %&O ­11--, "' L'. I try / I I 1,�,_ 'LASHNG (SIII _t,. '___ � I I , I I ___ (D � - �. `A'1 FADHERED , _. _C�__C __ . .,,,I It ti! y I � ., \ �' �! 1), i 17I PRODUCTS DETAILb TILE FINISH �- ­­__, , , I �' cauk bottom / �l -< � . . t - _ __> Ir, �r i � r 1, >,I ,11 - ____ F- � ""',_,�­­ DRAINA(If� P�j-,IrN liff IB�II 1)R,I14,H,IAf A: PLANE DP) WEATHER RESISTANT `�_�,,i��lfi;F i7, - - tr� �� ,,I � I "r ,,,, "' . (D < Ill / " T I k�II­ 'L." I I � joint only _____.___ I , 11�1 � j, 'I,< rf,lf / Blr,41'IFKF�� AIVRE") ­-- - - ___ I -- -- - � " 1; ,,, �,l �,l t I I � __ ILLI ,",," / <,_ � IODfIr') fifl[� AI,I� VI11:11141 � ... IF,RRESII�:.���'�,L"��NVBA7iRiE�R- ---.....-, ­­­ i � ,-, i z' 9 , ... 1, .0 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUC(.`O U) Ili r/ Bflfj',�, rsif� L�AtIH � " ,:I �,,, r^ > - I 1? ----­B0ND BREAKVII SE t F F: 11 � I!!O, - I---- _/,r,,,r,r�, I,- , -, - \,­­ . ...... , ­­­.- Weep Screed �,/""-- �li lo- -n, I -- V2" DUROCK-­­-,-,.__,, -11 I I - 'Jif "OUl - I � ­ L L :_ , %J Of _ . 1. r, / \,- - , - , � , .,., E� � � - PER THE FBIC RESIDENTIAL 7TH EDITION (20I20) _ - . = r , PLx"LlER /k(����,���..,L;�,,,��,��q,,��', ---- Installed As Pei, E \ F, 'r� il I M � I ��,� 1 ,� rJ 1 c a � 1 -� i � I ; � I I _ �_'I L I _ ___­ " I / I �I � � , PJ - , '. i� ,_ " , , __ , , I r ­­ - . - � 1, � " '. , i I ' , 1� &H[_,ATILIIIl�J�l I "CIISJ,�'- I"IL V`�"`OODS �' f� ',_ I I � � - V-4" PEI ___41 z I " �, , P", - � F LATH �I ( � A8, - I � , ___""L "� '""' manufact, specs� R PLAN - "Ill "I"',11,11 f I " F �_­ ,,.-, - - �� e I\ 1, __T �� "I : � 4 i I e____ ;io � �� It I, �__ -I' " I I � '�_, ­ir i :E: i / \ , I , �_, I : � , �, '1111 cw" > Detail Instructions ? � I IL ,>` V % 'ON -A ", V-0" PER PLAN : 11I "r / I �,__J­ � RAP DP WF B t C I I � .., \ t 11 , I ITIC '111,",, I - I � r I I, I �--- 112" Cernentitious I ----------------.-,L--------L--L'--�'......-.- .1...,;0e I / '�l ,/ I >, i I E `,T`F ,-;At _�, - . __ L�'. r1l = 0 1 1 Peter to the nurliber marked as i,#) in each detail that corresponds to the �Me � Ji \Il '', �, S11 [It,�I ACE TO 1 UP �,_,Ii- Cernent ''!a " ,,r- � -,,I-" I - i 1� 1 � i .1 ,,,I Deco-ative Finish U_ - /" , - I ; ­­ ... ­ ... 1� - - 1, \ " - � � � � i, I I ! ­ �� _, __ -, "I - nurnbered itents 11li the list of instrucItons below� I _*,� - I I f f�,,'l 1%,,N(�,IF AS AN AIR in accorfr-mI-,- ­,� � I'' --, , � i i. � r I I, i E I ,- � F . - � ",, I > I .� � t Z"r� � I I , / :! B � - r ", i�� I . 7 Q_ I I , I . rl� I I - � � 11 i I Ir ` .. )VIRN! with AS1 -r�li'L", ,v` I 1 � 1 1 . �� , +j , "'�, N . � " I I I r I i I I'll I � I I� 1 1 - 0"'. 1 , ----,- -1de and / � r� ? 10 _ �'* I",VL N ­ _- .- __ _ ­x, All ins' 4 � i - - , " L` _,''II' . 7 � iz -'I- ­ - __ _' E� I f I \ Y / <_ . - - I , i 1� - , . , -- I, � l,� 0- 2 i A " N_ I " � ; i i.i i i ; . � ') ,-. 11 I - SLOPE I, . - Bill woctu III 1A � i I � � � 11 " I - - '� ,"I outside comer will I \ I . . ff ; - . - __ �I� '� ,II - � - . I I, ,,5,.,,,W X.-�",I�­ ,'-" 1 . Install self -adhered flashing in order as shown by numbers 8'CMU ­­--­-­­. I 1 <__­____­ - _....­­1.___­__­1 � I—— �- LIZ' lt,lr] I I f1l�l B(:�� 1: 7 . ­ ,7:r� L) I I �l ; :�� - ___ ..... � ---.-L-----' I III ,,,I , . 1; i ". " __,��L . I . i � I [,-r ____ --- - I ... . I , , � \ , ,- \ floor . i - - - Z � __ .1 I", , 1, - i � P i I ��- �7�', Ilu, '' -1- i '" ___ ----. I I 1 \ I 1, I , i _" - , - " I 11 I � �� ''I - I t 1 1 -- `­i __'IIIIQ�"�tt , I i I _ _ ,- - -7 - 11 I 11 I � �_ I =/�� -i �', _ :� ��,T' � " � / irreed to be miter , - -a IL I 1 � -1 � ­ ---At�_ pap, � 2 � Install flashing an6 weather resis,fivp hnrrier to form watpr shedding - -7- � - - - - \ �i � _ �, �!�L� ) E� ; _1 �___:Ns_ 'I �: _- _____ :::,,--r,-" I �,, ­; - . " , _,,,l , #! , � < F_ :11___,;_,�� __­L I ­­__' - �- - "� " .--.. - ­ 114 I I " I , r � � , I i _ L -- ­­&,; ,��, �_ / cut and caulked all - �� I I , L ­ I 4 'I laps 41, OR 81, CMU . I �, i I - - - - - - _4156 f I- � � I I �, L'- I - I N . ]i, tA,_ I 0 .- . - if . I . . I I I I � " I � .-j'., '' I i 'I ",­r) � �_ - - �� �_ktl 1�1' I � "DQ>I / I 0 (PER SEAT DEPTH)__�__ __ . 11 - I- � � I ��, I I\ , ` � ? butt joints need to - - II L I i - - , ^_ -, - �,, ,".'L -�, Z\- I - � L I - V! C,�,,,, , .--- - � =1 i - ,�'­ i, 1- I I - �,,��4 I � f � 3. Seff-adhered flashing can be substituted for building paper I � � i z - �- � � - � i�, - - � ""I"", I r , - - - . i-i I �l _ rr _, �. " z r, � - - I- . ,-- RUC rLIRAL FDA - 11� - IiIi I , I - I , , � L, , " ____ ., .. I I I , -,-- [�� � r 1 � � �� N-I" z, =3 , -i - . ,, ­ " ­ ILI— I -_ I 7 x - I I - ,- becawked using C) I � � - - . , ,� _ I I ­­­ -­ --­..­....­1­­ 11 � __ - I " �F i 1i 6! 1 � � �� - � L, _'I . . . . . � -It. I 'L i i L __ � 1, : I T_ 11 i 1 4­11 1 : I ,� l i -_ l � � � � I n Cl- ,.r r I �J, ; - rt�l __-aTRUCTURALSHE`THINf`, � - -0 4, Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT --\-,- :-_: n :5 �W -l""""'I " �, ____ - i/ . ) 11 Ill i ��i I , 4Starripede of, sialr, - , � - . Ir � I I i I I.Q " � 11 " I 11L_ __` r� , II, I ,I r , ,,�;� .. embedded in the adhesive layer) - for ease of installation and to , 0 � � - �, ­ - I!. r i 4- : - 1 7-rd 1 1 �_ lf, l I , �,�` I `1 ��,� .- . - � ­ = Cc - __ __ ­ THIS GAP U3 A RESUL f OF 1 , , I � l ,, I ,,f�,�� / � \ - Ld TILAS I ER STCrD ir _7L� B , � ,:, 0 1 �1` � % I I ,�l � , % caulk foi all I S F � r r i W z - �T ilP OF S,AF 1, l�� � � I -I i- I i f minimize scoring cuts 171- It i NATURAL SHRINKAGE I ­.­­ ",I I 11 L I : � -1 am. �Zr-_-- � , I I ri. 1\ I ,r,-' I - __ I , ­; 5 1 � I (")� I \ ��$-,` : ,-,-- " "' - I ­. � � �11 _�� / I I I I � I 'L T - 7�- - �__ _ V1 \ __ " �i i �Ir` I � . � - -- �_ (1) -i I I � rL I - ­ . . .... -.77--- \ UO N OT ,I EA i - i � ­ _. .__ LL , I i I . � 'I - __ , - j I - � 5. Remove all release paper per standard installation instructions and ­,�,::4 i ­�� - - -----.,.a : - U) CAFN r INUOIJS EIACXF R ---- LJ \ i or"', ­ ­ � -,.-DRAINAGF PLANE IvI 4 � T - I � CL :r �� \ - i ,­ I I __� I ­_- W - - S2 W I I - , - / � - �, ti, I_ ­_- 9 " . - � _ [ � F� IF, , adhere to substrate using a square piece of flashing material (6" x 6" � - Rol) & SEAU;N I S(�L [ I �i i \ L 1, " �,41 --i N r, . I , U � � IREEF) PLASTIC-; 11 I ___ B -) - IL- --- I -.- I - "I Z/ 4' 04 - I III l BREAK WRB 1-1 I - (3) i . . W lf1,�:r'(','f-'.'S,SORY ; ! ONt F / �� I ��: I Minimum) ,SLOPED MUD BED�. _j . L -i = f � ', I--- - _1L I V - r - I , � , i I I - I - � ..­,� . f I \ I I r I - * I .--- 11 I Cc I I i / l'll �, I . . ,�, �A L�f L _,__� U) Ill I I L4 _. ,4 � �---J 1� _ - B:F I.AT H � � ) - . - _ .� , - __ I .1 � , � . L . _::::� ­­ . . . . . I ,. i - � 6. 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WEEP SCREED DETAIL I - � ­ ­­ .." � __ __ - r - - _-, - - --- I I ­ , <, ", ­ � ­f-, f �''­J ", I . �,( Jlti, - � 1\� if �. 8 � SHOWER SEAT WP1 1 SOFFITICANTILEVER WP10 - � � _. �" �r 1- I ("ALE , ` - 1, - . � __ - - - - - - W Hffio"L 1 a 040* I _____FT_T___ __ I - __ ■ TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED- CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS -- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"---- ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"= 1 1-0„ TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED --- WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" A z 00 HEAD WALL 2 M_�1111M. STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLAS73"UP CONT SELF AD FLASHING TURN WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT \7 ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"---- �' 1 ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING FIBER CEMENT SIDING PER ELEVATIONS-------- PER ELEVATIONS WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN SHINGLE WATER SHINGLE WATER 00 RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING--` OVER FLASHING TAPE EDGE OF COUNTER STARTER STRIP FLASHING 00 CONT SELF ADHERED STARTER STRIP FLASHING TURN 3" UP WALL COUNTER FLASHING 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL---, UNDERLAYMENT _Z SHINGLE PER SPECS SHINGLE ROOF PER SPECS 00 STEP FLASHING TO ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND z TURN UP WALL MIN 8" UNDERLAYMENT ROOF SHEATHING ROOF UNDERLAYMENT TO 00 PER PLAN TURN UP WALL MIN v ROOF SHEATHING PER PLAN 6 6" RAKE WALL HEAD WALL - ROOFTO WALL - SHINGLE TO SIDING WP12 3 =1 -0 , TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING FIBER CEMENT SIDING PER ELEVATIONS PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN SHINGLE WATER SHINGLE WATER RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING MIN 8" OVER FLASHING MIN00 CO STARTER STRIP STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION CONT BUTYL TAPE SEALANT PER INSTRUCTIONS MANUFACTURER INSTALLATION - 'Z' CLOSURE INSTRUCTIONS 00 00 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS STANDING SEAM METAL ROOF UNDERLAYMENT TO ROOF PER SPECS TURN UP WALL MIN 8" llrM4! "Il ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL RAKE WALL HEAD WALL W P 14 - ROOF TO WALL - STANDING SEAM ROOF TO S I D I N 3"=1'-0" FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j U O O �-- R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C m -0 EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � V -�E U) THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C= Cu U) R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C) O O O Cll HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C C:)-C WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O }' `� UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .N E O O � JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED Cn O i L MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 Cl) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE Z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 13 BUILDING STRUCTURAL FMING SELF -ADHERED MEMBRANES SEDOAS FLASHING SHALL COMPLY WITH MMA 711. ALL mi 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 'SHE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS, PAN 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 00 REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A I; WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS. ESE ARE AND MEANT TO SHOW LS W P 15 TH FLASHINGI AND WAT R RIOOFING METHODS TO BEUSED. GENERAL APR 0 1023 CCS Inc. piar�s t0,31 Review Assist, Q � tiolvit.' v! e�; anr.et eomi"12ted and approved ws 11 the 2020 F8C 7th Edition ytlw>tra1iI3 nr{iahr PX2368 > O _ 0L O�--+ O =3 O L US Cu CIO W C. ■ a Z SHEET NO. WP 2.01 r 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 mine ME& L WAIL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL --- PT 1X BLOCKING COUNTER FLASHING 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 "' ""' ALE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING LAN =DGE UB FASCIA ADHERED WRB TO 'LE OVER WRB ON BELOW I N U M BRAKE METAL WRAP BACKER ROD >EALANT :,O'J' MOULDING OFF BRAKE METAL IN :,O ON FRAME - 7/8" 7 SAND FINISH STUCCO :LF FURRING LATH ON 2- ZS OF WATER RESISTIVE ER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER P SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STIR HOLD 1/4" AIR GAP BETWEEN SIDING 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 00 CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN RAKE WALL I HEAD WALL - ROOFTO WALL WP 16 - 3 -1 -0 , WP18 WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" MIN----� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----____ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING PER PLAN n% FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R'103.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING W P STRUCTURAL SELF --A HEREDEMBRANES USEDASFLASHING 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, PSTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. APR 08 ?a3 Va 4 i �r.ue[ Review Assist. Inc. 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