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HomeMy WebLinkAbout6238 Back Forty LpI� ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG -MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 1.0 PLAN REVISIONS CS COVER SHEET `o N AHU -AIR HANDLER. UNIT MO - MASONRY OPENING Al FOUNDATION PLAN 0 A/C -AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN M ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 AT -ALUMINUM THRESHOLD OC - ON CENTER • ' - 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN M _ J AB -ANCHOR BOLT 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE A4 ROOF PLAN 0y'c 00 OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 � � a � AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME ( ) A4.1 2ND FLOOR FRAMING &ROOF PLAN BFE -BASE FLOOD ELEVATION LO OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS A5 EXTERIOR ELEVATIONS BM -BEAM OPT - OPTIONAL A ° A6 1ST FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 2ND FLOOR ELECTRICAL PLAN • Q BLDG - BUILDING 2. WATER - FLOW RATE. • P . OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES �y • z BRD -BOARD PNT - PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES i BRG - BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S3M FOUNDATION DETAILS �: BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. o S4 FRAME WALL DETAILS BUC - BUILT UP COLUMN PERF -PERFORATED S5 ROOF FRAMING DETAILS -� C' CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS l� CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC (� `U w CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS >J Q CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL N Q) LO ry o CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES L PA1.3 PRODUCT APPROVAL L ,o ,o U CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING CHAP. 3 p coco ` CTR -CENTER READ -REQUIRED PA1.4 PRODUCT APPROVAL PA1.5 PRODUCT APPROVAL N V Q n v CJ -CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 DTL - DETAIOR DEPTH R� -ROUGH SAWNOPENING w `� a DP - DEEP - ROUGH SH 1.0 HURRICANE SHUTTERS o DIA - DIAMETER SC - SOLID CORE _ U _ , < Q GUARDRAILS - CHAP. 3 .� 0 SH 1.1 HURRICANE SHUTTERS � SH 1.2 HURRICANE SHUTTERS � � �� � Q Q1� DIM -DIMENSION SCP -SCUPPER SH 1.3 HURRICANE SHUTTERS DISCON - DISCONNECT SCRN -SCREEN Q STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS Q� L o ��' DW - DISHWASHER SIM - SIMILAR SH 1.5 HURRICANE SHUTTERS a DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE CHAP. 10 WP1.0 WATERPROOFING DETAILS DBL - DOUBLE S/R - SHELF & ROD WP2.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW WP2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS 4 ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOM - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY FE -FIRE EXTINGUISHER TOP -TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL w w o FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W � < W af a z � FR DR - FRENCH DOOR VAC - VACUUM U L�J � zo) < 8 3 � < Q � 0 0 J o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS INTERIOR & EXTERIOR AND WITHIN 18" OF Q Q U D 0 o Z LL w o Z 2 0 0 r ( ) 90 0E00m0Z U GA -GAUGE VERT - VERTICAL Z) F" o w w - Z w - Z � FLR TO BE TEMPERED GLASS. (SECTION R308) GB -GRAB BAR VIF -VERIFY IN FIELD �a¢owYozwzowCoa GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: z ¢ o w 2 Y z 2 GLS - GLASS V - VOLT o¢ o Q w GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: GYPBRD -GYPSUM BOARD WH -WATER HEATER HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL � HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD O HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC -HANDICAP WDW -WINDOW FURRING\ Z cV INSUL - INSULATION W/ - WITH LU INT -INTERIOR WD -WOOD A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD � � LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: Q co O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING (n M � MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING < J MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED IL � MTL - METALLJ L FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME I�- W < U? MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER T- OF DOOR 00 A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z 0 SURFACE TO FINISH SURFACE SYMBOL LEGEND . A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND J = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. (0- � STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: � � \\ 1 INT ELEV NUMBER C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUTC.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS O = SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 4z::::SHEET D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER UNLESS OTHERWISE NOTEDARROW SHOWS PRE -CAST LINTEL CALL NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE �q = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION .POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE ' 1<---ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED LEDGER CALL OUT - SEE G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER SCHEDULE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND I� LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 3 E--ARROW SHOWS DRAWINGS. O DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION N o 0 0 N CO ELEVATION MARKER MARKER o 0 0 0 0 0 xm R��� to p O�r000 i z 0 MAY 18 2023 NL0 w o d o 0 0 0 Li > r N ri qr Lri co i ��► Cr �.��;l MAT 2 2023 � CD z }� Q W O }� Z 0 Woo W _ U VRA.� �Zj O °w� F= N NA Flow Virtual Review Assist, Inc. Z a�a Plans Review completed and approved Q for compliance with the 2020 FBC 7th Edi on to ~ w Q L E N N A R TA M PA DIVISION by Debra Anne Klanr Px2s°° r.4 = m W N Zo= 4600 W CYPRESS ST, SUITE 200 w NOTICE TO BUILDER & ALL SUBCONTRACTORS 0O ZWO TAMPA; FL 33607 z az" IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT U J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O 0 SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION -CONTAINED IN THESE DOCUMENTS, PRIOR TO THE MM COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE C NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL SW CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION LIJ O FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE N 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > March 23, 2023 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE z O DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET 30'-0" OVERALL 10'-11 1/2" 6'-0" 13'-0 1/2" 4'-0" 4'-0" 4'-3" 3'-5" 3'-6" 3'-10" 3'-0" 4'-0" A _ 12 Cl) � J FU- Oo 4,-8„ B C S3 T. ELEV HB 1 _ Q Q ID al 9 ❑ 113 0 ❑ cr j I L 6 -8 1/2" o JU F.F.E.98.17' NAV88 REF W . VD 92NAD 88 4 irrv- Yz = J LO U 16'-2" 13'-10" C.J. _ C.J. 0 B irI �III I1I 00 O 139'-5 1/8' ELEC/PLUMB v GG S3 /x� I CONTROL JOINT 7'-3 3/8" / FOOTING 9 I 13 / (4) STUD I COLUMN W/ (S) HTT4 AT BASE I I I ` C Z to - Q p too U 7 i 7'-3 3/8" I z I � C? d i ELI G G M K °' O I z 0° o 1'-9 1/2" I S3 S3 Co O LL 1 UO WH Q D co = N mill `� -- -- -_ --_�- ------ --- ---- ---�--- ---I o n I Q 8 ELEV o I " O IZ ~ d r o 01 IJ O Q I� Z o B IO - CO CONTROL JOINT I _ — — — — — — — — — — — — N rn 3 I SEE DETAIL D/S3 I 9 I o N FOR FRAME WALL I TO CMU - I I CONNECTIONS 13 o IN � I 0 L i 3 B 00 m N 2 -4� 16-0" 20'-0" 30'-0" OVERALL 13 I O o U I - CV P: co 0 I I � z O U S0111111111 �j I 4'-1 7/8" FOOTING 0 ;t 0 M ro co M CV CV N Oo tV co N 00 N 00 CV I I ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R co 04 ❑ = FILLED CELL W/(1) #5 VERTICAL l y y � F N 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB`,- ' ` ' - N A = FILLED CELL W/ (2) #5 VERTICAL �' ��� ` � ,� „ 0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) y •, `y�r y2j� u, (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS Z00 LO P= WINDOW OPENING ABOVE '. ARCO15 PLUMBING NOTES: �Q z W FBC 7TH EDITION (2020) PLUMBING SECTION 604 zn% '? _ o 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. 0 z PUBLIC FACILITIES LAV 0.5 G.P.M. Q PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. LO VTR LOCATIONS ARE APPROXIMATE AND MAY Q� > 0 u CHANGE DUE TO JOBSITE CONDITIONS. � N M 2 } D �u a LICENSED PLUMBER TO VERIFY AND HAS THE ? -of .2 M AUTHORITY TO CHANGE AS NEEDED. _ _ o 2 o Oro roQ U p� T' .N w QN KEYNOTE LEGEND 7� L o E F D KEYNOTE ANNOTATION 1D 1/2" DP X 9 1/2" WIDE RECESS 2 NOT USED 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE 5� SINK - KITCHEN REF WASHER W/H W o W �' WM�0 W C' LU �o<�Qo¢�Q��o0Jo UNDER SLAB ELECTRICAL CONDUIT Q cyq)� pfo Z o E o o m Z= a a O �WCL (nwW�zLLX<0 � 10 LAVATORY C'1 Z �¢¢8LLJ WzOW001L U) <0LU g EY°Qa ¢ 11 WATER CLOSET o ¢ ° o ° ¢ U_ 12 42" x 42" A/C CONCRETE PAD >9 13 BEARING WALL O C FOOTING LEGEND z 04 OW TAG TYPE SIZE REINFORCING ; ~O C THICKEN EDGE 8" x 8" DP (1) #5 CONT. M O C MONO FTG 20" x 20" DP (3) #5s CONT. Q U) J �F1 C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY V- C MONO FTG 16" x 12" DP (2) #5s CONT. ^LU a M 'Q}Qoo z0 W W O mi 14, Zh 01 J A J A M I- I C 60i0❑ I3C3 rh ELEV = W, 2'-8" S-8 3/8" 1'-4" H Oo 5'-8" 4'-4" FOUNDATION PLAN (ELEVATION B' 1 /4" = 1'-0" MAY 12 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 O N N N N N N CD o O o 0 0 0 O N 8) O N o N N C)CO I O NLo W o o R 0 0 0; LO i > N M It to CO i ' C CO W Z~ zz C)Qw '+-' �--+ W z z z /0� V o W O o UUS2 3.1 .� O Z)Z> OF-° Q z 0- L W_Q T� = mT-W V ~ o 0 N' }oU) W 11 O 2�-o zQfo z U aZ� .. � z �z �� 00 .0 m � z z z WC) J N LAST PLOT DATE z 0 J MONOLITICH FOUNDATION PLAN B 30'-0" OVERALL Olt 15'-8° T-0 T-4" 10'-11 1/2" 6'-0" 13'-0 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1/2" 00 "' LO o �` SH 25 L HB r- co HD AT 6'-8' ti M1/8%7-1 00 LO REF `r CV 7 5/8" 6'- 0 17'-9 1 /4" 7 5/8" 20681KITCHEN o0 LID 8'-8" CLG FLR FIN 00 LINE v 7 5/8" 8'-11 1/8" GREAT ROOM - --� 13'-9" X 17'-10" �'-------- 8'-8" CLG 2x6 KNEE -- 0 WALL TOP M @ 34 �' N w 0 r 4 it 0 I I cD O wco SINK W/ Ell: \:� -j r j i u DISPOSER J N (2) 2X6 " 'I S6 Q/S4 HEADER 00 FLR FIN LID LINE °' 7 5/8" 6-9 1/2" 12'-2 7/8" `)6 6-3 7/8" T-4 1/2" 7 5/8" �zo W 00 (4) STUD COLUMN = I— > u_ � cn Q z - u_ `r Q N _ z X �BEARIPJG DINING o = M Q C° WALL (TYP) 11'-11" X 6'-6" -1 °O q 9 UTILITY RM O , > 00 N 8 8 CLG iv , O _ (2) 2X6 N Q/S4 S RM INSULATED HEADER r �- "CLG d WALL �'�, w 4 4 20 MIN FIRE A3 RATED DOOR W/ TP WEATHER STRIP G PROTECTIVE BEARING S3 BOLLARD INSULATED WALL (TYP) BEARING N WALL 10 CC 00 9 TWO CAR GARAGE S3 8 N 8'-8" CLG 36" H 1 7 LOW s WALL 0 5 �" FLR FIN 4 LINE LINE OF GARAGE — — — — — — — — — — — — — — — ao ICI3 JIN­CFN co EA OS TEION FOYER U cONT 5-11" X T-7" I HA RAIL 8'-8" CLG SEE DETAIL D/S3 FOR FRAME WALL TO CMU /550 L H AT 6' H.B (h 1/2 4 CONNECTIONS ENTK TE PER D 8'-8" L - co 3 1/2" 2 v 0 00 16070 A3 8" 00 — —8" 3'-8' r -----------� m 5 LINE OF Q 1'-4" FLOOR ABV 16'-0" 2'-8" T-8 3/8" 1'-4" T-0" 1'4' TIE BM 20'-0" IC7 5/8" 10'-0" AT 8'-8" 44 30'-0" OVERALL 4 FIRST FLOOR PLAN ELEVATION B 1 /411 = 1 1 _011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS, INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 13 = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 26 GARAGE 401 TOTAL SQ FT 2644 MAY 12 202,E Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7t dition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39A -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 ;<- N �0 .. s J ';�C� `,` co N co .. e 8 LO O e 8 . m R0 EIS d 00 LO �- w �m w o w o- 0 z > C)4NN 0 0 cy)',..N d oo N V -0 3w .d M L M 4 O rn� V/ = O O'o 0 Q a� Q U LLJ c W _N L 0 E� a C� w pW W J W 2 O 1— � � � Z � Q Q Q U H Q°X J�o���,LLUo° p00 ZU tiOZ20pZQ¢ coW�W Jo CY Z WWU5omZ= (n d w w W Z a' Q Q~WpW<F0ZWwOp�O�Q J LL 00 D Y Z Q Q LLQ 0 �QLL i� O O Z W O� z �1..=M0 Q U) M LO ILL � ti z < W< Lq F-0�0—M jyM2T_ 00 ZUFa-- W W O O I I" I lY I O N O o O O r 0 N 0 M 0 QD N ti 0 N N 0 N N N O N r N O r O N O � O C, C,r O ram- r C) C) N C)O N i O N W C)0 0 0 0 0 LOi � r N M 4 In O i C� } I- zz W C)-E--+ W z Q V WOO UV(/) ::)zj LO -0 O or< Q Z-a �— � f— WQ = mew (� r1 zoo W <~j p zW0 >­(.C) z UgZ" F- Q oC) 0 �- W 't z z W o 0 N LAST PLOT DATE z 0 �. _I 1 ST FLOOR PLAN B - - � ilk— ��II 1I _..-- -- -- - - - --- _ - - .� �i �I ,'I`i li.' :1 dd 911 11 171S' F-.., i- it I i-F--iT--I I 0 N N Cl) 16'-7 1/2" R&SO C� (5) � — — SHLV WIC '-0" CLG 5'-0 1/2" N 5'-3 1/2" 2668 41 OWNERS BATH 8'-0" CLG I N TB I Co I >^< R&S SHW HD & VALVE 60" x 36" SHOWER PAN BEDROOM #5 10'-0" X 10'-1" 8'-0" CLG RETURN AIR BELOW-\ 4" 6-1 1/2" — — — — (2) 2068 BF 30'-0" SH 25 HD AT T-3" CV r r i r 3'-2" � 0 co N N TP CO CV 0 _� N � 10'-6 1/2" SH 25 H D AT T-3" EGRESS 15'-4" OWNERS SUITE 15'-4" X 14'-0" 8'-0" CLG LOFT 13'-4" X 10'-8" 8'-0" CLG 5'-2 1/2" "d' 3'-8" 13'-4 1/2" N F- (2)2 68 BF I T-5" T-1 5/8" 3'-1 3/4" > R&S L— �6,J —= iv G� U) 2668 22"X36" C ATTIC ACCESS P J N _ ti BATH #2 0 zo 8'-0" CLG BEDROOM #4 2668 TB 2668 V12' 10'-l" X 10'-7" 8'-0" CLG 4 10'-4" V-4 1/2'! BEDROOM #2 11'-5" X 10'-8" 8'-0" CLG (2) 2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR WINDOWS----, u- m 0 co 0 N 2'-10" 2668 0 8 � __ _ 0 06 op N L 4It -- R&S fL. BEDROOM #3 6 _ 11'-4" X 9'-8" 5 8'-0" CLG -- - - 4 11'-7 7/8" SH 25 D AT T-3" EGRESS SH 25 SH 25 HD AT T-3" HD AT T-3" EGRESS T-2" T-2" 2'-9 1/2" 7'-2 1/2" 14'-4" 5'-8" 10'-0" 30'-0" SECOND FLOOR PLAN ELEVATION B 1/4 it = 1'-011 TOP T 18'4' CD 0 6+ a r 0 SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY F96 GARAGE 401 TOTAL SQ FT 2644 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 GARAGED 30.0 -33.9 30.0 -33.9 STAIR SECTION 1/2 = 1'-011 WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE UNO NON -BEARING 2X4 STUD W/ 112" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE �A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 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) SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" 1" NOSING RISERS CUT FROM I MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER---/ STAIR DETAIL NTS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. V) v Lo - W L '= � q U �in M co N (N M 0 m 0 u W =, s o U o �s O �o a O < •�;N` U �� w Q..N W L � 5= 70 0 11CL ow woLu w W H-~ r _j xga ezx U� LU LU � � � Q~�O ?�U O O_ U 'D00 Q o z�Oz2S�-�< OHO 00foomz O ou'>7wWw<2-nozO CY Z °�Wo�0�W O°Q LL OX D �QQQXQ U O U_ O O Z W Oi­- LEI-- Q F_ co O Q � M rl- Lq 2 U) ti CY) z < 00 Z U W z W J O CD qq- O � 1 N O o O 0 N O 0 N NO 0 O N 0 M 0 d� O 01 z: O r N 0 O N N O O � � O O i 1 N LO i > � N M r1' � GO i 1 0- 00 Qz O }+ W LU z o zz O U Woo O Z)z5; o�0 Q Z a -a SEE PLAN ~ w < < flaa�'. LULU W 0 N ° Zo= z MAY 1 2023 W � a. w O _ zc�0 y >— CO Z V w aZ� view AssisVt, Inc. . Q �z Q �� Plans Review completed and roved (� J for compliance with the 2020 FBC 7th Edition O 0 0- by Debra Anne Klahr PX2300 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. 4 WALL SPLICE DETAIL N.T.S. W z z z z w W o 0 N LAST PLdt DATE Zo J 2ND FLOOR PLAN B 02 r 0 0.IG ROOF PLAN (ELEVATION B 1 /411 = 1'-011 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 2ND FLOOR ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1190 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 TH 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 MQY i 2 2023 Virtual Review Assist, Inc) Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 co IN co 04 o ® e ® co LO e r 5CZ r .LLu 0 w 0 z V) N Lx3'^ C W L. '0 U � 0 ( v N .1.. N M V °-' }E t o O,o U o .� 0 LL m Q u60 -t aN f' LL.I Q.N co W L E� CL W O LLI (/j W 0 I— �� W -1 X¢�zQr �<0LO0 W' Q Q I— V 'XL J0QZLL0Z2F- C)CD0 X0o2OomoZ LL0;E�p c 0ZUaWWW J W XZ= QOJ WCTWOWWd'LLI �YQ¢ �w WILL o OQ =Q QWQQ LL O LL C) Z CN O� D ❑ � ❑ o Q U) M rl— J LL u)z ti < W I—()�IZM �a2oo Z U W W Jo 0 0 I I � 0 I I N O O O O O O r O N O M O O O O r N C) O N N O Z O O O i 0 Nw o 0 0 0 0 0 L> N. M "t LO (D 00 QZ III O.—' W z O 0z)Z; boo O 0�< QZ n1-_a W�a = mw r N O z== w >" Q=U) O ZWO Z U aZLL z J ®U O m z z W W J ti O O N LAST PLOT DATE z W 0 J ROOF PLAN B SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B' 1 /411 = 1'-011 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED 30'-0" n yvj � w cs, O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 BEARING WALLS 0 A/C CHASE O 22"X36" ATTIC ACCESS O4 STAIRS AREA C J 1 E 7 CJ1 o CJ3 CJ3 0 CJ5 CJ5 U= 1020 1 A7G LU= 1020 #0S01=IJ #050I_U A6 A4 o 9 A3 0 9 (V r N r- 2 > O r; A2 O O A3 A4 A5 # A8G U= 1195 CJ5A O CJ3A 9 � EJ7 o CJ1A , W D > 0? 60 63G E 0 r 0 14'-4" 5'-8" 10'-0" 30'-0" SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' 1 /411 = 1 1-011 TRUSS MOTES: 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 CUT BACK 3/4" FROM EXTERIOR WALLS, NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 12 HEEL= 401 _ .� -VkRI ESr_: PLUMB _ CUT — 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD /-- 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"-A.F.F. LABELED END MARK HANGER CHART A L = HUS 26 (SIMPSON) �rl a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULT BCSI -B1 30' Soanlor less 60 degrees or less 30' to 60' 1/2 I } I 2/3 to 1/2 line [___span approx. Ta line span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match, Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9,2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7 -16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY ►�i�i�i�i�i�e� �I�ij��I�y LOAD# DESCRIPTION INIT. DATE R/01 NEW JOB GBW 07/23/15 RA01 LC8 RDP 11/05l15 R/01 COPIED N320559 MADE NEW MODEL RFS 8/23/16 RA01 REV FLOOR FRAMING RFS. 11/25/16 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/12/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 REV FLR RE'S HMT 1 11/29/19 RD01 REV. FLOORS PER REDLINE JRH 8/25/202 G CARPENTER CONTRACTORS OF OF AMERICA - -- 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PH❑NEI ( 800) 959-8806 FAX: (963) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216 CCA PROD/MODEL/ALT 7A2/ 2216B ALT DESC: OTC : LOT: BLOCK: DESIGNER PAGE RFS DATE 1 8/23/16 1 LAN# SCALE N329232R 1 4 1 I=11 ??? 11/18/02 9:52 AM CCA48.dwg a� o N ° M @ e ® ® F e LO o L ��e• A 1 ° LO w O w 0 z Q V)^` N LO 0 W L a'' U COM ``0 V) (N V E s-' r O TS1 •� p ti to o Q < W L p co W`n W V oLu w Uj WoF- I-Q J of< ZX Z c�tXa0�X LOOO LLLJU00mZU)x0X0 Q =C Z (� 0 z YLXC zL0ZOZa,z < i.- W LLI < W - � 23 O Of ❑ � '<<W LL Q O 1.- LL O O z w O� 5 ti 0 M O M z 10- Q U) Ln � U) �O � � < zv z� J O O co Virtu Plans Revi ai R w I vie � Ass I st, for compliant c wit mpl the tell 20 nd FB by Deb a 7pr i n 0 CV O O O N M r- r N � 0 0�0 p O 0 O N O N O i Z O N Lo W o 0 0 0 0 o Li N M Ln O I 00 QZ C)}, LU Zw ^O Woo U Co � i.i L� o Z goo Q z L-< 11,10 F_ W H cor w N ZO= L� <I-� �.. � Z o UaZL_ ZWo z z p0 ow z z W _j Uj C) o N LAST PLOT DATE _ ZO March 23, 2023 J 2ND FLOOR ROOF FRAMING PLAN B ❑i�r�:-'��C�.-aiu. �.I ..,_��� .-. ,...�.-. ,�. i.. ..;,. ���.�.i,�� i�u.. �n:,Eli u i ..��;��� -.-,t, i.�u.._ a � i�..w.l. _i„_ s,r. ii,a,..a.i�w.i��.��"�r�a�1i��„�A�.�2i�liw;:wi�.iaa��e:.,iT.:TM. � - I CASING BEAD W/ WEEPS OVER FLASHING- 1 1_0 7/8" STUCCO O.H. OVER FRAME DRIP "V" SCREED — PAINTED RAISED STUCCO BAND 6" PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU PAINTED METAL GARAGE DOOR) ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 5 ROOF O/H DETAIL 17711 _ 1-n * EGRESS NOTE: 4" 6" All CN N .tL CD C.0 2 1/2" 1 1/2" ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL GiLaalll1l1l15 ■0...d ll— 01 101, 211 4" 8" <V 2 IF N 2 LB EPS FOAM SMOOTH FINISH 71 BRACKET DETAIL Id - 1 M 1, l! 2'-4" SCORED LINES 1AM SMOOTH FINISH F-! WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' QF 0.25 OR LESS. UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTINGSTRUCTURES) 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) nil CI1A/1/ITLJ 1771KHLI J 8 O/H DETAIL 9 WINDOW DETAIL 10 STUCCO DETAIL 12 GARAGE STUCCO DETAIL 4 - - 4 = - 4 - - 4 - - 7 4' OFF nc,aa lr+l RIDGE VENT ,FRONT ELEVATION B 3/16" = 1'-0" SECOND FLOOR CEILING PAINTED RAISED STUCCO BAND ,-7/8" STUCCO OVER PLYWOOD CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" SECOND FLOOR FF FIRST FLOOR CEILING -MID-WALL WEEP SCREED -PAINTED RAISED STUCCO BAND -5/8" STUCCO OVER CMU ELEV AT 0'-0" SHINGLE ROOF 12 5 �� <1 7/8" STUCCO o J OVER FRAME N J I I I I I I 6'-4" 10'-01, 10'-8" 10'-0" 64" 3- 0" 12 4 L �_ DRIP' MID -WALL SCREED WEEP 11 SCREED 5/8 STUCCO OVER CMU RIGHT ELEVATION B 3/16" = 1'-01`1 4' OFF 4' OFF RIDGE VENT RIDGE VENT 1 12 5 SHINGLE ROOF SHINGLE ROOF A5 12 12 1 112 A5 5 5 _ ELEV AT 18'-0" SECOND FLOOR CEILING z= I I I 2�I �W I awl = 7/8" STUCCO - _ rM' N OVER FRAME 5 7/8" STUCCO N L V 12 I OVER FRAME v� C.J. SS C.J] A5 4 C.JI C.J.I V• C.J. I IC.J. C.J.1 8'-0" 14'4' 8'-0" T-4" 8'-8" 8'-8" 8'-81' 8'-8" T-4„ _ _ _ _ _ _ _ ELEV AT 10'-0" �'-0' SECOND FLOOR FF MID -WALL WEEP CASING BEAD ELEV AT 8'-8" � MID -WALL SCREED W/ WEEPS FIRST FLOOR CEILING 5/8" STUCCO WEEP OVER OVER CMU SCREED 0 CASING BEAD 00 FLASHING 00%5/8" STUCCO W/ WEEPS o0 C° (° � OVER CMU OVER FLASHING ELEV AT 0'-01, FIRST FLOOR FF. REAR ELEVATION B 3/16" = 1'-0" LEFT ELEVATION B 3/16" = 1'-0" ELEV AT 18'-0" SECOND FLOOR FRAMING _ ELEV AT 10'-0" SECOND FLOOR FF ELEV AT 8'-8" FIRST FLOOR CEILING ELEV AT U-0" FIRST FLOOR FF _ ELEV AT 18'-0" SECOND FLOOR CEILING 124 _ ELEV AT 10'-0" SECOND FLOOR FF 2�3 \_ ELEV AT 8'4" C FIRST FLOOR CEILING ELEV AT U-0" FIRST FLOOR FF 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. MAY 12 2023 V;Y\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E ition by Debra Anne Klahr PX2300 " OF Ico M N `v. o J Oolyllf %T co T , LO l a 00 to ® l dam 8 A 01 05 ¢ $$ w z to N L0 W L 0 U ❑ cy) ^ m 1 00 N�� N V -a- co A� L W u O 0. 0 Oo 0 Q —t IN Udo f' LJU QN W L OO E70 � a w w W w W� W _3 W 2� O wOQ ¢2E¢ ¢ YZp Z Q CYU)WOfOZO2OOMRz< LU (� O Z ���>ZY�Z_zLL 0Xa ¢�WO2F- �Ytj�QOQ o;o ❑Qz oQ F- ¢ w 0 Z CN O �- L ti �f--MO Q 01 L0 2 w - ti z < W i— W IZ CM Z 0 WW J 00 d' 1 L 1 I � I O N O O O O O O N G (eta N N N N O r N O O 00_ o � _O _ O N O N o Z o NLo w Q O' O O O CD ; i > N; co It LO GO i COLO vJ Qz O - ? cwn O V woo VVVj i� 0 ow> Q Z Qy� a F_ W Q LU N � N � Zo= Qom❑ Q 0 zoo U w� gZLL ■ z F_ Z F_� U 0 CL _o W z z z w LLJ J ~ 0 0 N LAST PLOT DATE • March 23, 2023 z O EXTERIOR ELEVATIONS B ELEC METER A/C DISCONNECT WP GFI El GFI GFI o '- GFI AT r i 30" A.F.F. r TV 7TO GF . HDMI _ \ 6-11 AV—�4J d-0 II � r LIVING ROOM FI GF AT 30" A.F.F. !! !! GFI KITCHEN Air 6-0" 0 u_ A \ F Q LU JGF o � w Q > F < DINING U ROOM W GF ¢O m GFI PW_DR\ WH \ rBATH 0 ELEC \ 2'-11" PANEL ',T) ! TWO CAR GARAGE 48 GFI o M GFI I CS TO 2ND GFI i ! FLR ELEC' 110V CLG- i I MNT. i --- OUTLET ---!--- I ! I o 3 O I /. - 0 0 GFI ENTRY i L------------------L FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /4„ = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 01 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp ' 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NITS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH T SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET c� TRIM o 0 BASE TE: F L DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z kSr� SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -�- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" -{7 PUSH-BUTTON DOORBELL -�A3- CLG MNT LT FIXTURE =} CLG MNT PREWIRE - FIXTURE BY OWNER -�- SURFACE MNT FIXTURE {- WALL MNT FIXTURE NOTE: C 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4) " USED IF 50W PAR30 NFL 6WHITE BAFFLE 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 v CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR 0j SMOKE DETECTOR CU-18- UNDER CABINET 18" cS-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 - SINGLE 36" FLUOR STRIP D-36 - DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:P 24" VANITY LIGHTING 9;;-, 36 -;FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION -il—Ii, ELEC PANEL VACUM OUTLET AT 12" WAI CEILING RETURN AIR EEI A/C REGISTER (TJ THERMOSTAT 011 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. N A' M LO N E W L C U 0cmc�' cn VN`0'� O M u w a C' L M �Oo 20 *" LL OO D T �1 • Q nN V w aN E"o W L CL (9/) W LLJU W 0 LLj to W OLU f-Q X J of z0� W°2-J<0�:ww Q F-- V 002�o C�O<wO-ORO0M-0,z �WQ W—WWW(5wQf<0 Z ¢~WpW< wzOo�OpQ LL 00 0 D Q Q W¢ u- ¢ O i- tL O O Z CNI O F- U ::) ti � ' 0 M O a w< ti z LL, < Lq F- fY cM Z00 C) w W C:) O � Vi tua@ Revi w, A @ens Re iew corn Ike sjst $23 compiia Et a bra tht e2 anNr 2®Fby ion nn I Kla I r p I 0 NO o O 0 N O— C N 0 N 0 CO 0 �V r- Co- 00 O O e— O N C1 O N \ N O z O r r O O (D i ' O NLOW o 0 0 0 0 0 l LO �y > 1- 1 N co cl U) co i ' Cr o v, z � Q 0 W Z� O WOO � Uzj O0 0 Z —0- LU (D LU � w it z 0 = W g~ O zoo Z U a-Z� LL r S2z Q J OC� 0 0.. z z z w w J O 0 0 N LAST PLOT DATE z 0 J 1 ST FLOOR ELECTRICAL PLAN B ---I- T--T--FT1-.- f- i - _- - - - - __- - - — _ r1I0'II IIP;�L��i `I -lr ���ueli :�LI IGd �i eL�.ill�I: iriPi�i la l,: uln "�f:' III'0,,1, 1 ]1 11 11 1- 11 1If 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. 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. SECOND FLOOR ELECTRICAL PLAN (ELEVATION A&B' 1 /4" = 1'-011 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° DOORJAMB DUPLEX co OUTLET co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV 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 0 STRUCTURED WIRE OUTLET - SWITCH AT 36" - 3 WAY SWITCH AT 36" c 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -[] PUSH-BUTTON DOORBELL J� CLG MNT LT FIXTURE {B} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE (� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �1 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos 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 9-m24:R 24" VANITY LIGHTING 36 :;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR O CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER OT 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. V) N LO`^ W L 'o q U 4__ff V) •F N '' O 0 V -0 -a- u M A� 'C G O 2 O o Lf. o s• U •N � w ■ QN L OO E70 � 07 a W � U W w W� w w��0 rQ z� z C ° �¢oa�Q��o��o � F w p C)U)Wgo o�oomzz� LU - Z DL LZU w ZL z 0(( 00o QF-- �YOQQ�¢ o= o Z) 0< 0� LLQ o � w O Z w 0 z co� O Q w M U') U) IT LL z LU < Lq tl Co O Z U F- Z W WO J O 2123 VirtualAssist, vie ,` Plans Review1ne c. °r compliance wmp etetl 2� an'tl o r8, a p ove by Debrath lah �X ?t Ao Etli O N O 0 O O 0 N 0 M 0 0 0 o N N N C Z CD o 0 o I O NLo w o 0 0 0 0 0 l > CO z~ zz W 0 W zN Q V WOO UVu) F_ O =)z5; Oro Q Z—CL t1.0E- W Q rl = .- m w N 0 ~I—o N tY zo= W F-� zoc0 r0 U LL Z a.Z� 0 z U0 ® °- W Z 1 z z z s � Ujo C) if N LAST PLdY DATE O . . March 23, 2023 z4J O 2ND FLOOR ...I ELECTRICAL PLAN A&B NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES CLOSUR S 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, WHENPROTECTIVE 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)/2 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 T13I1-14. 1.2. DESIGN 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.3. 4.4. 4.5. 4.6., 4.7. 4.8 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS :8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Flo = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. SOIL: 4.8.1. 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 V-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. a p 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 overpoar 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 sidewalis. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. - m NJ D M N j t ° LO 00 a RR, a a A a LO r � `E W 2 0 � I Y W Z (n N � < o'N o _W L C �O q U co tN d NM � N V �`w I A, E o Oo } 0 Tti1 •� p U_o C Q VJ U Q 0 � .N LU QN n` V c �ri 5 W L 00 N a Cr) W (D W ow U w0~ H- of J �¢Lu ~Zoff Z W02 W Q [�- V J¢0¢�¢lVO0JC} OOHQQJ0<Z_ O�m�z O �Ow�0 a¢¢ ZLU LL ¢¢V) °"D °Qa 0X u- ¢ 0 u- O Z W O � O M M Q LO < - ZQ W Lo H W M Q 00 U z W W _jC:) O J CD QY 1 2 23 Virtual Plans Review ev1 r.q slit 16 for compliance om w tb t lets o 20 an 0. a C j r o� e by Debra nn Kla rIP th 230 Ett i1 0 N O C5 0 O r 0 0 0 N` Nco O 1 Z 0 1 Cr CO Z Z WC)ZU ZZ U0U �0 0O O W- o z �L LU�� LLI la- mHW � fV F- N ZoO ■ W >_oU) <- Q O U zoo IX a- Z Z U Z Q H� 0 0 a Z SNO Z Z WC J � N N LAST PLOT DATE Z O STRUCTURAL -- DETAILS METAL LATH 16GAx1 1'�V' LONG (3/4"4" CROWN) V1,1ALL SHEATHING STAPLES t 6"O,C.'ERT BETWEEN I [ ..... t r... 1GAx1-1 " LONG (3a 4"_1," ST CDS (DOTED THUS:—i - OFFSET f I 1 I I I ROg 1N) STAPLES , s' E" STAPLES SET"WEE1: STUDS AS SHOWN .— .... s_e _p—.......v _ O.C. VERT INTO STUDS NOTED THUS:) T L TT �,T TAIL REV, 0914,21 SCALE; 14' 1'-T 11DETAIL EXCEEDS THE REQUIRIEMEIN17SFOP, FBCP, 703, °_1 LATH, "ONLY APPLIES 70 L;EN NAR TPA;J; LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-O" STUB -OUT FOR -' GAS ;METER 0 O N 11 H C G 00 0 a _ �o 1'-0" o ° o ' 'n 10 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING W m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +to + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) 4'-0' + + + + + 4'-0" + + L� +++ +++ + + + + 9�F1 + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + b + + + + + + + + + + + + + + + + + + + + + + cfl + + + + + + . + + + + + \++ + + + + + + + + + + + + + + + + — 15/32" CDX PLYWOOD OR 7116" OSB \-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE _ 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE 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 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) k Filler blocking k 1/8" gap ° k k 1'L FILL CELL—\ STD. 90° HOOK r- BOND BEAM SIMPSC w/ (22) NAILS 7 CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST 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 FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 4" 2xrequired when indicated or max._: 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 t. DOUBLE JOIST CONNECTION Birdsflange thcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor coi�,mn wf Inadc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.*, consideration, Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam C NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES - DO NOT cut, notch or drill flanges Boise Joist Blocking. . I h;P. 3" f10d1 nails at 6" n-r. � 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) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral supportwhen joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — • • 6" A 1Y" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECEOFMETAL 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 OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger Y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported byjoist hanger. doesn't meet height requirements 0.6 X Joist p depth 1-JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 1 - / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 7 R TRUSS 'OP PLATE l.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION �rrrr� A/C CHASE 4" PVC SLEEVE THRU STEM WALL 'AH00 FINISH GRADE SLEEVE THRU STEM-/ ° °I SEE PLAN FOR--'°• da . • • a ° FOUNDATION INFO d STEM FOUNDATION GRADE REINF. SEE PLAN d ,1,21 �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ''o LOCATION OF SECOND H10A SIMPSON H10A °'° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED,,-1 ll E PVC OR SCH40 SLEEVE PENETRATION d I I-III-III=11 d I• d. ° I-III-III-111-I I I 12" BELOW GRADE ' d Ell''T III I I I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE - ° d ---- ----------- ----------------------- Q0a 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 ------� . "4— Q.-- d — °,. d/ da I1=1I1=1I `� Q /a I1=1I1=1II: -III—III—I A / I-1I1=111- d / —III-1''- // 1111- ° SEE FND. PLN. ol SIZE & REINF. I =� r" ipto N N e s �3%� ivwi ✓a✓ Is fey LO fD �y Y 0 zLO 00 AR001 05 .` Q w 0 w 0 z N N N E > Oo 0 CM,�cq - 6.4- N �' m N 2 10 A L :E W O ` o O:+o _ • O d 0 o C Q s U�° 'L^n1 V w QN V I� 0 a W W Lw10W 200 F- W' ¢ J � ZW z �O0cFn2J¢OW O < XzC �g �oZ2oo�Q- WOOU_ w Lu - ZWV)�0- �W W zdQLU 0JOZ¢OwQ�wOZ o0O Q waQOW 2lL OQ Ei OQ<of LL w A O O Z W 0 � U z5ti t�U)cMo <C U) co 75 wLL ti Ln f— tYO..M � Q Z C)Q W LLU JC:) O Cfl AT 12 20It 23 Virtual Review 7 Assist, it Plans Review for compliance carnIlileteld ntl c. 7tho by Deb with 'a Anne the 918hr 1 02 1. FIBC PMQ 1 ', n O 1 1 1 INO0004 0 0 0 0 N N N N �i co o Z 0 INLO W o o' O O 1 1 1 qzt Lo � r N. M d' ' M 00 � z z1- z 0 W z� zz 000 Q V LU Uz CZj O orin Z a�a of < UJ T� = m�W (� 0 F- 2 ZOO W 2~� ■ ■ 5 O zoo Q V gZu_ Z aZ U)_ Q H O � z s I z z z J UJO N N LAST PLOT DATE Z 0 STRUCTURAL _J DETAILS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 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 & r� 11 E (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6 MAX FROM EN.D OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL -I11-III-III-I ° II-III=III-III- o I -III -III -III � D II III -III -III-' r •=III-III=IIII ,I' PRE ENGINEERED WOOD ' 1—I I ;III III=� ° —III =111ir — TRUSS @ 24" O.C. U.N.O. "I III=1 I I=1 11=III=1 I I=1 I I=III=1 I I=III �I HURRICANE ANCHOR -III 111=III=III=III III=III IIII � ,I @ EACH .IIIIIII�III�IIIII�lllll�llllII- 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOBARRIER SHINGLENGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE: 3/4"=1'-0" ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" 2 GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALL EXTERIOR WALL 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 SEE CC/S3 OR CHART ON FLOOR 8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. PLAN 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON NAILER TYPE "S" MORTAR WALL SEE GG/S3) STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS w/ (10) Od NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. : a 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ". GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. U-0" A.F.F. A. 0 d �. a ° d.. d d . ELEV. 4-3 1/2" A.F.F. o .4 d 4 2x4 CONT. °' ° a w 9° N ° d °... ° a 4. GARAGE DEPTH VARIES ° d GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" 53 x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD d #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE Z U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ; °; 00 FOR LOCATIONS) FOR CLARITY 1x4 P.T. BASE NAILER 31/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER MUNICIPALITY 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1 A WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 9 r ° ° D 0) M I II=III=I I' • OP 6 MIL VAPOR IIIII zBARRIER 71, COMP. SOIL. �T1 (COMPACTED TO 95% -I I I I =III 11= MODIFIED PROCTOR III I I III —III —III —I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS ` z 00 T SEE A/S30RJ/S6--��lil Illii l�l Illill�l= 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 J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ° D � ° D I -III -III -III -III -III __I D °- III -III -I 11=1 I I -III -III Z D ° I -III -III -III -III -III -I I � NOTE: ° D u g III -III -III -III -III -III- N *FOR BEARING WALL 1=III=III=III=III-III-' '- W/ UPLIFT ONLY I I I=1 11=1 11=1 11=1 11=1 11=1 ! 1=111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 � 1-� -I 11-1 I I -I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=i 11=1 11=1 11=1 11-'' FRAME WALL TO C.M.U. WALL CONNECTION rD ____ , SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 - -1#51REBAR w/ OPT. III I IIIII I IIIIIIII I I I IIII I I I II I II I I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LL: SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" G O.H.D. RECESS E d M ' M �...•. —a; Q. A. -III _11p 11 .III=1 III=� 1 T I:4 I I I=1 'T_I-III -I I=1 SEE A/S3 0R J/S6 III I, iil I l l l i iil' FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" r31/2" MIN. D z D ° D 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.( 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 I 1=III=III= I'3 1 /2"(min.)- 4" -I -III-III- 3 1/2"(min.),- (2) #5 CONT.I i -11 III, IIIII IIIII III ...III= �' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 5/8"OR 1/2" HIGH STRENGTH ' (U.N.O.) (OR $" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. wl 2"°x3/16" PLATE WASHER (TYP.) —1 (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 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 �1:":(3 1/2"(min.) - 4" =III =III _ =III III-� I I El I I I� i l' I l-I I-1 I I=1 I I -III -I I -I 11- (2) #5 CONT. U.N.O. MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER coNUo S l 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD S 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR E PER MFR INSTRUCTIONS Z_ #3 OR #4 REINFORCING BAR #'3 $c4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi N ° ° ' ° T ° D M — — — 0 D FINISH GRADE O0 [GRADE 60 MIN, Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] -III-I -III 6 MIL VAPOR BARRIER -III III D D ° ' I-1 I I I ° 11=III=III=11=_ III —III —III —III—, R 1 7/8 z #5 REINFORCING BAR III D. I I -I I I -I I I -I I I -I I F r III=III=1I1="'=' 2 #� I AP. sPl ICF COMP. SOIL. (COMPACTED TO IIIII D — 1== I I=1 I I= 95% MODIFIED PROCTOR ASTM �= 11=III=III=III=1 11=III=IIII D1557) III IIIII IIII IIIII�IIIIIIIIIIIjllll_ 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAI — ° ¢ INTERIOR d 4. < 4" •d .d d` d y. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � a E_ 111= M 6 MIL VAPOR - = i'- BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 r d WWF OR FIBERMESH a �J a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 1�:�V:A�:�.���.!_I��.QI��:�:Si►:A:�:A�:�.��O.O.I��;�.I�� S IL\ 1/2"(min.)- 4" TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE Lu D U J =III=III=III m ° Lu 1—III-III-III II IIIIIIIIIIII (IIIII ° CE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 6 2x4 P.T. PLATE g d 7/16" �I O.S.B. $ COLUMNLOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING W SCHEDULE � j Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 In FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS J1 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS El FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik `COMMUNITY SPECS W�.��D������!G ■III ■al 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH II -III -III -III- o I I I I —I I-1T— ,- (2) #5 CONT. —1 I I -I I I=III, , , III 1111111 ON 3" CHAIRS (TYP.) L8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VAKIL-6 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH C ° ° _III -III III; N v _11-III,-111;111�IIIII �. IIIII, M T I V -_l M �I I I • a. a -III= III= SEE A/S3/J/s6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@1 S.G.D. rm_�� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _ d CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE a ° I' M d. c� ° ;III=III e. . ° I-III-III-III— Z _-III-I III -III -III -I I w 0 0LLuu LU I I I i l l l l l• .� a� . I I I=1 11=1 I I-, Z Q =1 =III=III=III=III I I III=III FOOTINGLu -III IIi-III-III-III-III III -III -III- U (,;IIII=III=III=1 I I ,� I ...III-1 BEYOND PAD REINFORCEMENT -III—III—I �— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K"N SCALE: N.T.S. S3 �.. M h'Y� N mar g� < CM g � t s 0 0000 LO Via« ARGO agp� - $£ LLII y =O w 0 z a 0 N Ln - 0- -u W L = cV OR - T N M (rn N V u E�� 2c :D 0o 2 o .F �•� � Lio v Q = u a) Q _ - } � W Q E c7 00 �0 ��a� LLJ NN `W uj 0 LI LLIV) LLI oLU I- Lu 1— Q x fi g~ zQ� z O LJ— U O B R J Z < w�� O ZQO � cyww� wozoWPomZz O O Co _jzLIL L`UWO� OZoa>z �YQ6� <D e o� LL Q-, o H. Q LL O O Z N O� U) O M O rn LL 'r1t (n c 'M � <U<oo Z F— Z � w W O O AY Virt u I Re iew As Plans Revie i t. 9 c for cam bliance C0 with ple toe ed nd a pr®,, Y Debt a AnindKA p D F$C 7t diti r O N o N N N 0 o r O o � � o I I I I I I ' Z N LO w o �' I I I LO � � N° CO CO Z zz Q w +-' O W z ci z cy)-F--+ O z U F �z j O oho Q Z aria �— F- 0 W < = mew N I-1.-2 0 �1 N 1'Y O (0 Q O 0- w z z F— Q pU _o W Z Q z z w WO 0 N LAST PLOT DATE O • . Z O STRUCTURAL DETAILS - MONO Vj (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED �! EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. S4 12 \GYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ++ +' CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW "I 1_*1 W 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d 6 "_ NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4 FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 d O', c d o • O. . d O d g STD.9eHOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'4' WIDE (i I.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION E — NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® 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. FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 101110 C8x8x16 C.M.U. GARAGE DOOR___ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a. 4 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ WALL ❑ ❑ DOOR OPENING DOOR OPENING 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 rD SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD - a DOOR STOP d d e MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF�OgN� 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 1 STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N..O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN. CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE` N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 718" 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 ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • LMAIN IN KO BLOCK AT EA. STUD SPAN _ _ _ ROOFTRUSS 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. N i /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 QQ 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 \: �B,�N ICE STAGGERED G • 1Od @ 8" O/C ATTACH ALL 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 PJI SCALE: N.T.S. P.T. ATE SIMPSON SP4 —� S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 SIMPSON FF NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10� ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON ` SP4 SIMPSON SP4 J M. LINTEL / d Q d 2X8 P.T. BOTTOM P ATE SIMPSON 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 vz a 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE I FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT- SEE A/S3 FOR _�REINF. TO CONCRETE INFO. REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX.B) C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 -UP COLUMN, SOLID MEMBER OR 2"x BUILT SPF) (3075# SPF) (4565# SPF) > (5645# SPF) (6970# SPF) 1S (9335# SPF) N. 8" :1OXIED A.T.R. I & NUT OXIED A.T.R. I & NUT UXIED A,T.R. i&NUT C ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS C 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 15199 ® BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES Q 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. PER BOTTOM a 2X8 P.T. BOTTOM PLATE UU 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 Plan: for com, x - FLO-1 co N _ M LO O N' ® ° • O LO a . AXZOO ° a° Q r w J o w 0 z Q N a) ^` > O N 0 W L •= �0 q U ' N �i00 >10) N M to V M E t o 2 Oo S o } T11 •� p o Q -N �^I`` 70 L cO E � V a �n W (7 W ❑ui uj w0Uj � I-Q W �¢�zW z �O=g J¢03:W 0L�0 U Q 1¢- �- ¢ R-�WW�OU OD �H z 0 0 O C❑1���OZO�OOmZH¢U �ULU a>zYLU OZzU_0W0�a U� Z QoW°�I-gwpgU❑Q O� ❑ ❑ ❑Q<U L_¢ o �¢� O O z CV 0 �_ ti O Q M Q M Lo CL 2(/) LL_I` z < W < U� I— tY M 00 ZVIa- WZ� W O O d- NAIP 12 2023 Virtual Review As sist, Irxc. Review c0rnpletej I I �iiance with the 20 andaPp 0 F C 7t ove ` E' ion y Debra Anne Mat r PX 300 I I I I C NCD 000 C)O N 0 N N N N CD ti _O N N O C)� CD�: O T � r C)I 1 1 I 1 I z 0 N w a g I I I UD }~ zz CDzU W O 000 U U Fn O 0 Or> Q Z 0-rr0- r WWQ LU�w [V Z-nO w Q�7) ■ Q O 2� z=0 0 �ZU_ z 0-z J oV O0- z z z w W J OO N LAST PLOT DATE z O STRUCTURAL --I DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9,1 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 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 CRO BRACE SCHEDULE FOR yZ SHEATHING DETAILY 2 x 4 KICKER 2x8 SYP#2 "L" BRACE TO MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 APPROX. 8 FROM RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END @ 48" O.C. �• LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ 10 8d ( ) EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 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 2x FRAME WALL SEE WALL 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD 4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM O 710dX3" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS@ 6" O;C, AND 12" O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " (2) 16d NAILS "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES "T" FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 1/2" x 8" "J" BOLT 48" O.C. @ WEEP SCREED 2x4 ON TOP OF PANEL FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-01, INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C PLATE SPLICES w/ 3/16"x2" PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD NOTE 1F EMBEDDED SIMPSON META12 w/ O 7 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN 4'-0" O/C ALIGNED WITH @ SLOPE OFADJACENT TRUSS) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S ECTI 0 N 2 SECTION 3 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 10/S6 X-BRACING, AND TOP N M M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ (2) 16d NAILS -WOOD TRUSSES c° 2"x4" CROSS BRACE APPROX. 8" FROM 2 4 RAT RUN BRACING x AT 24" O.C. ON TOP OF ]12" RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE LENGTH (SEE TABLE) TRUSS SPANS `�l�l� NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 - 16d AT EA, TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 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 OSB SHEATHING ATTACHED 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF W/ 10d NAILS O.C. FIELD O.C. ES AND 12"" OO. O/C w/ (2) 16d TRUSSES FROM EA. E TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 2x4 BLOCKING W/ :. EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. S5J S5 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �„.I114VVVV�„I VIYIVVI VI�llV1YtA2"x4"MIN. SEEM/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" ISH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED 6" OVERLAP WOOD TRUSSES AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 1Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) ; 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE (2) 16d FIRST (4) ROWS OF TRUSSES FROM EA. NAILS END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C r-2 x 4 BLOCKING w/ (2) 10d 'WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" \- BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN Z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 7 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 0 W 0 1 o 0 1 ❑ z o w75- d w Q o o , 0 1 c w .. � � .. o o Q < — — — - o o _ s — — — o o i W a NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION • , 9 N O N � &I a N co a 1 ®� LO O 00 ., A 00i '� r g , W O 0 w z Q �I� N W L U � CY) 6 �4 UN V -u -0 2 C)" -L co') .F. Oo 2 o � ° Q vI U N Q Jc i7 a •N V W aN o �. 7C) 0 " 1' a °LLI U) w0� w P W J W 2 O H 0� J W Z LU Q _L0wU00 �p�O�aaQ w Z 0 Q Q V ZOZ20-QO ORoOm QF_ Un= O z�¢0LZu W'O�ozZOwUC IZn Q0gl a U"paQLL Uj —Y O Q 0 =O ° Q Q O Z 04 0w (n O COO1�__ J LO ILL It 2 W I` Lij t1 M 0 Z U Wz w0 J O I \V/ 12 2 23 Virtual Flans Review vie Assist l` r compliance w t hY mpt the tdd 01 n ppr Debra A ne K ahr FBC PX23 diti a I I go I I II 1 N O 0 obi 0 O 0 0 CD N ti N N N N N O O 0 Q O T O T T CD1 1 I 1 I 1 ' z O Ny, -qt L> f N: M 1 1 1 1 0 Z~ ZZ O w Lij Z 0z Q U 000 UVU) 0 =) z > OW- 0�° Q Z ��a �— r ^ !L F— �WQ = mew N 011f 0 -10 0m W Q 0- 0 a�D 2§ zoo U aZLL z �z o� O"J z z z z J W o N LAST PLOT DATE O Z O STRUCTURAL —� DETAILS I 1 1- - ---- - - _— , (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 ROOF SHINGLE ROOF INSULATION 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 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER J 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 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LL w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ IN 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 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' 0/C WALLS STD. 90 HOOK (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) Cl) Cr v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL Lu 1x WD FURRING @ 24" O.C. D- o AT GARAGE CONTRACTOR BASEBOARD 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 4"to 6" BELOW GRADE c r 17 a . . '; ' a .A 44 FINISH GRADE oo =1I1=III—III III ° _— _—_ oo 6x6 W1.4xW1.4 I I-111—I 11-1 I I-1 IT-1I1-111—III I I . ' , a ° ° °. 111-1 I 1=1 I I —I 11z _ WWF OR FIBERMESH :1 11—III—III-1 I-1 11—I 11 111 111 °III 1I1—I11—III- C?z —III —I 1- T 1�- m � —1 I I I I�STD. 90 `1 O1 OK III—III-1 I 1-1111 III I 1-11 (3) # 5 REBAR ON 3" CHAIR • „lI1 ,1 (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION j SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO sTUDr,�_, .,.,�„r 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 V\ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1 Od 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 'END SHEATHING TO )F BEAM OR GIRDER TIE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS KN SCALE: N.T.S. S6 2ND FLOOR FRAMING- SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"1 BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS£ FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANOONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRU ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 — B.U.C. (8) 10d NAILS TO STUD PER STRAP SYSTEM SIMPSON MSTAM36 MASONRY WALL LL SCALE: N.T.S. S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1.1/2"=1'-0". S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA, x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16".O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH °. . ° �` I I I I-1 I II -III ,° ° I —III =. �° : °° — I 11-1 11= —III III— ° I --III II1— (3) #5 CONT. ON 3" 1 8 1 V-8' 1 8 l CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. B i 15132" OSB EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF uj NOT FULL F HEIGHT SHEET C Z Z G FLOOR SYST M (2)- 2x TOP PLATE �l BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x ° __�c BLOCKING @ ALL C A SHEATHING O EDGES(SEE OPENING — SECTION X-X uj IL U C x �w x E uj 2x STUDS = BEYOND. U) SEE PLAN o O jj��j co \-2x4 P.T. BASE 2x RIBBON oR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIAi i ri r11A-rI^KI r'%InnnAAA 3/8" "S" = NAIL 3/8" SPACING 3/4" S 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 SFF �O�i N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT o J PENETRATE SURFACE MORE THANY8". u) ? �Aj NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. n STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o lJ w/ 8d COMMON NAIL ,w LL - O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER � C o 0 u O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. u~i m LL (r GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N w p o MEMBER IF GABLE END LL 0 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER N , kI "I SEE FLOOR PLAN NOTES FOR ii \ REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE ooFTFR�o FLOOR TRUSS / ON R BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR • FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH c 4 a °° 1-1 M -1 I i—i I —III —I I ° " a .. d° II1=111=III -1IIIIII I a °� a °. �I—III (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 - PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS - AT EA. STUD -2XP.T. PLATE - WEEP SCREED INSTALLED PER. MANUF. 00 li'. FINISH GRADE 60 =III1 =11 z T @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 0 Plan for coml p N o M ®B LO f 0 1 ® f f f@ ARG 05 LO LO r r,� W a k ' 0 0 W 0 z Q 0 � N u7'N. 0 6.0 �O o U ` ' ('7 N N >�? m Elm N M +m- N V O� u m � '0 i O _ O O rnrn lJ/ LL o N Q •N V w QN c 7(1) }��� o E -CL .02 o 0 V ^ - c W o L W p H LU �p¢�~zW C7_3 z�a�XW O U �uo �WUO <j0�o�0Zo0aF-axooz Q Wzu) a.0_W WlulWQ _jLLuO0uW paO ILL. ypUJ OW gQzgQQ QO O Z N 0 Lu CO (n O O�CMO� Q Lo Lq I— W CL cM 00 Z U la— W W �0 i It A ' 2 Virtual Review A Review complete a Inc. 1' Hance With the aa a' C7t rove ' 10 Y Debra Anne Kla 0 F Erui`ion r FX 300 I ;I E4 .. O CN CN CN i CN 00'o0 n N N O z 0 p Lo LIJ 0 }~ Z Qz 4-a C)w w Z O 0 U U 00 1 _ 0Zj LO -00 nPo Z d iY o- � -Q LU = mew ��-o N ZOO W Qoj ■ ■ 2 0 zoo Q � �Z z a" �z 0.0 m Z z z w W J OO N LAST PLOT DATE Z O STRUCTURAL DETAILS - MONO 1/4" MAX 2'-0" nSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK U I DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFE;tf "RYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR C 1x4 P.T. x4 3-1/4" LONG X 3/16"01 FURRING 3/16 O X 3 LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"x.. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE DETAIL MASONRYTHROUGH 1x4P.T.&1X8P.T. 1-1/2n DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. TAPCON @ 16" 1x4 I .T O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ROWS 3/16" x 3-1/2" Wffl(2) TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. .. AS REQ'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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO -� BRACE(S) 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\""--2x4 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 T�_ SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BTW41, NAILS AT EA. END 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 NAILS1"-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 THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 2'-0" SECTION A -A 8" 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 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 1A" r)PTA 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. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +5^ NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 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 4'Y2' 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 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * LOWER PLACE W R HA HALF OF MORTAR IN BED JOINT. DO NOT FURROW. �'';;r:`� 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 REMAIN FREE OF MORTAR, NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE. 314 - 1-0 SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W,M. AT PERIMETER (il #5 BARS CONT. ��H WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 64" F.F. • 11=III=III=III=1 � 1=� � 1; D 111=111=1 I I M I 1=II- I I 1=1 I I —I —I I 1=11 I. GRADE DIII111 III- ° PN') .p - z_ \' N �D ° D (2) #5 RE BAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" — FILLED CELL PER FOUNDATION PLAN ,R YP.) I'HE :S I IAIA('1nC0TADI C IAICTAI I TInK1 FILLED CELL INSTALLATION I H SCALE: N.T.S. SS ti � F_ IALIAe a BR,., WALL T E F;E' 1 - ALpJII�{ r F �v i a , :1-Is�,P��^dF`L, �$ •-� � `° ..,,. v � Cld,��"#� FA TENED PE : I ro BFI a;e,�r .I 1 W:kLI°'tT =tEF 7ED OP _ . L CONT 2x4 N.A LECI, TO .....,.� 2 l :N I w.Kll1 L I kAAILE T r T F B+ 4DCKII1'z AF2-1I'df,IAII.,701 i F-fir)R `1 FVERY 0THER pRj ,1 µ5-1 J `AA.L,, TYP_ P_ I . BL 7 In' )` R TO VE F'1'fFFv,j``AD 7 SOFF7 f`lA.TERIAL SPAN 4M.. PAC'1 I � _ CNN I HE DEnK-01 PRL .s',_1R't SPFGIFI LI FCI. OC41PONE CS AND t-`L LISTED IN THE DESIGN CC MERIA oN SHEET SN. 2. FOR 80FFIT ATTACHI" ENTAT ViAI E (PER AI PIRA A0IN1 IN G, FG # t�15_. . � T P'R'�IE�UCTAPPROVAL) F CHANNEL FASTENED 7t0' - C{1,01-1,wl T NAIL .097" DIA 1.jD 24' 0C C. E,rS' 1011N. EMBEEWEN VT I v',I116GA_ ;.X",<I''4 r-STA,T''ES =I.24'NIAX' O.C,IIj_ b,' T PATTERN SIj8 FASCIA tW 1,6 n t ,A.: ,1,R4' RO t�I : I a sI L , AL _: H dCkt STRUCTURALOFFT S SC�ALE_ 314- = t` 11 4 ` F R ALUtvilN4_I kl _ LFFITrS W1:T J RE'F1" 011.2:1 202-1 .= 1 4INSTALL L E1ILI FAN I r THE 50I FIT FIFA N_'-' F.Fg LA-1 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.'- 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'4' O.H. X (2) 1 Od NAILS @ 8" O.C. OV�RygN TO TRUSS TOP CHORD + + GTy PLYWOOD SHEATHING + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP e ® + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI%1_: MSTAM STRAP SCAI 73/4 QGC QUGGT n7 ANn z O Q LL O w U U 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 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 112" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.Q. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. IRSES UT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" -INISH FLOQR > D D #5 BAR CENTERED W/ D 9tY H IN TOP o KNOCKOUT / iv CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN 71 ° AND SECTION DETAILS -I o CLEAN FILL _� D ° ° DIRT 6 z STANDARD C) D D 99 HOOK Fv #5 BAR IN FILLED CELL A a n a A oI e e STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL Plan SECTION DETAILS for com SCALE: 314" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 2 #5x6' IN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. c+m N N o ,1 co N 6 w9 ; e$✓ Lo ® aoo e LO o A 03 r w ;. O LU 0 Q .N 'o W L U cy)'C ti M I� `�' c 0 V co EC L Vj O Oo _ 0 rnrn LL VJ O r N Q s U�� aN f, LL.1 QN 7N �% o E V �00 LU W 0 W �LLI vj W0H I-- Q It 0 9zz of Z 0 oo LL 0 o 0 Q Q I-- ¢ X �< 3� U J m 0 zL-LL0zm�ot-QQ z oU)W9ozoRoocoz U O O O Z UWCL WW Wes_ (tQ0�J ¢�¢oWQ�ZWz0WQ 0- LL OW H �Wz Q Q ow D D p Q LL �a� O Z CNI 0 U) ti F_:M O z rA M rl_ ^Q WI..L LL 2 W Lo f F—tY�C'M IY co z C) W LZLI JO (O M Yy 2 2g23 Virtual Review Review cc A sist fiance with the 20 an 0 F C p rove Y Debra Anne Mal r PX 300 d ti¢n O 0 0 0 0 N N N N O r O N O coz o r r o I I I 0 N Lo'LU o o, o o , r N�' M d- i i i Z~ zz w `z w a--' O W z ozz cr)}' 0 w00 mz> 0 Off❑ Z Qua T—I = m = w ry ZOO r < F- ■ ■ O z50 Z � z �- �z F- Q � pU ow W z z z w LU J 0 0 N LAST PLdt DATE Z 0 STRUCTURAL -- DETAILS - RETRO FIT r� .. _r .. - , �1, .-i . o' " ..-...'.. 1 ..i. 1 A iPh' --.:. mf iLA ¢cu.0 as.1ca " - — 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). 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6', 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE 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: 12 ' = 1'-0" 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4 BLOCKING FOR 2x12 �J 2x4 PT UNDER 2x12 2x4 SYP BLOCKING PT NOTCHED INTO STRINGER FOR STRAP D NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS STRINGER CONTACT POINTS, - - OF STAIR TO CONC. W/ 4' X 2 T' TAPCONS @ MAX. 32" O.C. CT I O N VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LE C 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE# STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER �. OR DRYWALL SPACING SECTION VIEW "B" G.tl SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 6', TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 12' = 1'-0" -3/4 PLYW ON DECk --2x8 SYF AND Ni FRAM I � 2x4 DRAF' STOP 2x4 BLOCK A 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 SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 [SIDE) / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS_i (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" = 1'-0" 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 SCALE: 1" = 1'-0" JOINT _TO ) I STS) NAILED AND TOP PLATE \ITO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO ) I STS) H 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" AILS — D OR 3 RIS VARI E _ POST LET INTO .00K DE .ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES 2X STRING 2X ECTION VIEW "H" SCALE: 1" = 1'-0" 0 1 /-XI IK UUIV0 1 MUlip I IUIN Ur_ I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED Plal for con t` 4" 1. OF FLO, co N N coLO a 9 6 CIO 0 D s 0 LO � ® i i ' D QDt ! a Ld ,y O W 0 Z a LQ N LO E ^` > 0 W L Q M.- 0 c7C d "F_ Mco r '00a V) V 2 co E 's_ L p O O �= 5 gyp �Q •—Z Ui�� < N Uj ID.N o F, � 7� V a LV �L vi WO~ W��_j¢0¢�¢LL00L 0 V Q Q U Z00¢J¢zWLL0Z�0O~¢¢ OWaWOw00W00cozz 0 ¢aWpr7Z WOomOp¢ LL 0W o o oQz�¢ ¢ W O Z w LD 0F'-MO QU)M� U) ti z < LU I— tY cM zUla- W w Jo O VR/ MYli 2203 Virtual Review Assisi, Inc s Review complet d an fiance with the 2 2D Bt 7 th itic by Debra Anne Kl hr F 23A y O N O 0 a 0 o 0 N N N N N O r O N O O CD 0 O I I I z O N L0 o I I I � � �i' c!i 4 I I I 00 V J Q Z Lij _ CD}i w ?� zz Q V WOO LU — F- =Z j OOI-c Q Z 0-Wa r ^ LUWQ T� = mp-W N 2 N � ZnO o � Q?Z) Q Q ZMo � U aZ� z �z U O a W z S T a Z Z W W � O O (V LAST PLOT; DATE o " Z0 J STAIR DETAILS I I I.'.. il I,l. d: A d'. �NJ�i:. 41 111- _ 1 ..,d a.)kli ... _ i�. 7i _... .� vSAl .1..1[A.Ldj.i=.L1LhTA A ASAB ,1�id�i� --l.�k]IillWeflll,�1 JIL �]�L7ifIlIA.., IIIV ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • PC 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRi" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.08 8F12.OB 8F16.0B 8F20-OB 8F24-OB 8F28.OB 8F32.OB 8F8-1B 8F12.1B 8F16-1B 8F20.1B 8F24.1B 8F28-IB 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 6-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5'-10" (70"} PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'4" (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 568V4705 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 348 3302 752 1245 1843 2564 348 6390 47535 10'-6" (126") PRECAST 475 890 1247 2093 277 2536 643 1052 1533 2093 278 4754 45582 11'-4" (136") PRECAST 362 945 1366 1846 242 4006 582 1 945 1366 1 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 IT-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 1 548 950 1326 1609 1849 2047 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT 'TYPE LENGTH 8RU6 8RF6.OB 8RF10.OB 8RF14.OB 8RF18.OB 8RF22.OB 8RF26.OB 8RF30.OB 8RF6-1B 8RF10-1B 8RF14-IB 8RF18.1C 8RF22.1B 8RF26.1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5431 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 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 1 2253 3129 4091 3146 526 9991 1568 1 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4CAST-4494 SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (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 89 164" (184") PRESTRESSED N.R. 259 82 1T-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 CASriR� ■�C SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 EINF' 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 f 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AS11,4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F121T 8F161T 8F201T 8F241T SF281T 8F32-1T 8F8.2T 81`12-2T 8F16.2T 8F20-2T 8F24-2T 8F28.2T 8F32-2T Z-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608, 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 64' (64") PRECAST 1016 1632 2290 1 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498. 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 1185(15).145815 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 1 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 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 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1 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 1268041 1470 14 19'4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 1 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 1 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 11 461 10 W 11 629 11 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4CAST-4494TE SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF181T 8RF22.1T 8RF261T 8RF301T 8RF6.2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675. 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 1 2204 2758 1 3312 3865 570 1 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462.(8) 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE: NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 z = Oc� w z= O O 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 c o- D c c� o > > 090 �a °D c - G c c 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B IV ° . Q 0 >" D a ° 4 '110-_ >' D 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS c c W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL C BAR AT TOP (1) REQ'D CLEAR C.M.U. - D cn to x _ � m 'n O N LULU v LO J a a #5 REBAR AT 0 LU o w a BOTTOM MIN. (1) �QpaEr-Z REQ'D Q u a J J J Z w ¢ w 16 GAUGE CD LO U) ° POWERS STEEL U) r Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP /-MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH -QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP - - - - - - - - - 0 I 1ST FLOOR LINTEL PLAN (ELEVATION. B' 3/16" = 1'-0" IN N for co �d ®•, Q �r a J D M CN s , � i M r LO ® 0`05 4 o 00 LO 0 1� ° mud TF z 2 O W IX Cl z Q V) N LO0. + CY)C c� to V 'O U o o _ o 0 �•� 0u-0 roQ LU 0- C n� W L CO co Q W W W (� w � LW W J W O WOa ¢2 ¢�Yza z tY�� Q J�O�x�LLU�,1O OIx awma�oZZO�oomZZa Z O 0 Z�g cn�a)WLULLI n�W¢p�� Q LL gwU 0WOp Q¢X Q�oQQ 0 LL Q O LL O O Z N OW O 0 M O Q � M � U) U__ ti z a � 00 <� ZVI�- z W W J O O mi V�' Virtual Review j ssis in I s Review comple d aild , ar . proved pliance with the 20 BC th,E iti0 by Debra Anne Ki O N O N p N O N O N O N O N r- N N O r � O O 0 o O �- O � N 0 o O N 00 N ; ' Z O NLOWooO000 Li N C6 f0 ; CO Z Z W O}+ �0 W Z coo � O � U U U `� Lao p mzj or< Q z a11 --�jIL W>Q � �� LU LU 14 U_ N zo= o- Q�� O LULL Q U gLU LL Z z z az �Z M2 V J p _o W Z Z W W o o CN o " LAST PLOT DATE March 23, 2023 Z A_j O STRUCTURAL DETAIL 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 (1)#5U (1)#51- (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" 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 C-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 1 1167 1167 1152 1152 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1'i'4" 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'4" 11'-2" PRECAST (2) No. 3 2 No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-B" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. S N.R. (2) 7/16 strand + 24'4" 22'-8" PRESTRESSED (2) No. 3 No. 5 164 164 124 179 (2) N.R. N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL rLOWER LINTEL CAVITY [8x16-P-1 i-/1IU] NOMINAL WIDTH j `QUANTUY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 NO; 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE (2j No. 4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 P-4" 10'-0" PRECAST (2) No. 3 2 No, 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 1 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14--0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 12.o 1 775 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 + 1035 1035 478 936 2 No 5 20'-0" 18'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 44.6 872 2 No. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 (2j No, 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.S 642 642 306 599 •. i,�1• vim. DETAIL' DETAIL "J" i;a•1 . DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -I r LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHJ ` QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)051- (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'4" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 74" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1 1679 1699 1776 914" 8'4" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 11,86 1014 1251 1141 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'4" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'4" PRECAST (2) No. 3 2 No.5 859, 859 591 896 14--0" 12'-8" PRECAST (2) No.3 2 No.5 804 1 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15'4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645, 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 377 601 2 No. S 21'4- 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand+ 524 524 277 526 2 No. 20'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.5 (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF#5BAR AT S-SOLID LINTEL -1 r LOWER LINTEL CAVITY [8xl6-P-1L/1IU] NOMINAL WIDTH J ` CIA NTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51- (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" 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'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'4" 4-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-1OF' 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'4" 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 714" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 l'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10.4. 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" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 (2) 7/16 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 1948 1948 1093 1591 2 No. 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1774 1774 996 1494 ` No. 17-4" 16'-0 PRESTRESSED 2 O No. 3 (2) 7/16 strand +" 1368 1368 771 1264 ' 2 No.4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1084 1084 615 1095" " (2) No.5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1008 1008 573 7048 No. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No.5 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 850 850 471 923" No.S (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No: 3 No. 5 740 740 393 ` 772 DETAIL "L" DETAIL "M" DETAIL CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 24" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 51-8" 4'4 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 54 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8' 64 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1 1409 1409 1188 1267 9'-8" .. 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 #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH LQUANTITY .1 #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITYOF#5BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINALWIDTHJ LQUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFELOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 24" 2'-0'' PRECAST (2) D4.5 b,IRE (2) No.3 5713 10000 10000 10000 4'-0" 2-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 1.0000 4'-2" 2-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 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 f'4. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLDLIWEL r LOWER LINTEL CAVITY [8x1 6-P-1 L/1 Uj NOMINALWIDTHJ J LQUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPERLINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11"SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2"R�027/32-- 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN STIRRUPS AT 4'-0" cc �ED OR WELDED) ham- LoOTTOM BARS E SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. r 202 PER STRUCTURAL PLAN Cl) c� 7132" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE M N j " 11!" MIN. MINI 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)05L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#4L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 1'4" 1 PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'4" 9'4" 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 1214" 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 14' 8" 13'-4" PRESTRESSED (21 No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 - 15`.4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No. 4 1T;4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No 4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 21 -4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1092 1092 614 1167 No. 5 22'"-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED 2 O No. 3 (2) No. 5 898 898 481 947 Ir1 .r ., fA DETAIL "O" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY IN 6-P-1 L/1 J] NOMINAL WIDTH J `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN - DOOR SIZE LINTEL TYPE LINTEL STEEL TOP 'WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L. #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL DU DETAIL 'DM' DETAIL 'DU &'DM' DETAIL'EK - &-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST - (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 5 4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 64" 6-0" PRECAST (2) D4,5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2j D4.5 WIRE (2) No. 4 2158 2158 936 2036 DETAIL"DL" DETAIL- "DM" DETAIL "DN" TYPE DESIGNATION [8x16-P-IL/IL/] UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8IX8RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTELSTEEP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 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'-O" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'4" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 395 489 489 261 393 A' . DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U 10) 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 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'4" 54)" 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 9'1' 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 •i t Z 40 •i ;i :'•: t k DETAIL "DO" DETAIL "DP" DETAIL "DID" TYPE DESIGNATION = I rLwLwCAI T [8X1+6-P-IL/1i ] Ly�wff 1sMR AT TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1L/11J] NOMINAL WIDTH LQUANTITY OF#S BAR AT J NOMINAL HEIGHT UPPER LINTEL CAVITY Vi Plans Re for compliall by p SAFE W O'RKINGX 8"L NTE S L LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4' Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended I,I 1 _ co 04 J Y O®' ® M a a 00 00 a a LO AR 5o 5 g; Q - wys4ar„ s � Z W S x O W fY z Q V) N.Lr)- E O C 0 W 0 CO co 7 N M to V 0 02 M MP i t o Oo o O LL•o D Q tv0°} • Q N c 0W COO �2 00 V V a Lu W W ry uJ � LLI Uj �Q Q -1 �¢~zof Z LL Q U D H �- ?�XQZ0>0Z�00 u- EL> o 0 C1W�W-ZOWFnx :)�U J¢O 1= 0Z n a cn W W cn ¢ Q~ WOwIY¢- wz -�°oIL (0 00It p � pQZ�¢ ¢ ¢ IL O <L ZCNI W rO =J U)0 O M Q W M LO LJu Q L') H lY it M 0- 2 v- Z U Z w W� J O VRII A T ual Review Assist iew Inc completed an e with the 2020 app ° rod I d I F bra Anne Klahr R E do p 30 O L � n F 1 N O O CD O N O M O O O O O 0 o O � o � 0 O N O N O I I Z o NLOw o 0 0 0 0 01 � (V C`7• Ci' Lij C4 i I 00 r/ QZ W o -� "�� Z 0 V woo 0 CO � Z Lr)O OLU> or< Q Z a a Q N W W �F N _V O � � Lu %" 0-Z�O <I-� ■ ■ c O C� Q U gLuW JWLL z z a � Z Z O 0 z IY Z Z W wc) 0 0 N LAST PLOT. DATE . . 4-0 Z0 J STRUCTURAL DETAILS B (LEFT) 9f&79ff9&Wff Mokintill Rfact.0-ts A-1 Gamrjei 2- see� Arliolf ,t St:�Imkjle acity - I IT EgaL k1 115 1 . T,F � J,tm f zRavelveee - � I 0-5,ts,­­­:T --,,,-e, t, flobi rs I ,r ta 'INa"lZri, / Seq�Lockhg NuFs N sack Cross Support I Ithitt bio rtn: IMAI's � .� Hight Sfacket t, 6Gal-W-1 Rwim"Wy ............ .. L­`� . ---..., s,­�,�. #'m svefr­I w_­ . 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D-blit, D_ 'Ith -I (Nial Lwdl.d Op- all Omlwirf Wind: XX Or I:= taivniglim,411I Ranniftall 6&*N,.8t,qo&nr",s&quot opaiju* CansF Mlt Ease Fl &N& r�fvifh Isoll Dow %dill rinsw4niltPusiong: XO, UK . oy,rj _115711,_) MenallaoSsAa, &WCdrtn"sjaq-.t0P-qM* 0yras-rirte Feat FlItinges, Dvak, D_" ,sffln '-x �,aftt Glazed Mai open Gael 0navrpYN0%IIF*;)(x a OXXO nvooluaval '21,11rWO., IV, L­ yestl�- IZ13,741ar F44 11 ­1 � "VA 12!1"Ier:I181 rl Y" Its WA =1,11'02Z I'm 11 Y� We I Z'31,0 JI Ift Yes an I'MA 12plia6m IV, fes Y" WA im1/2028 P4. Y. las PdA i 2*L 1 f2 ON I'lo I I NA 12IT"I'V201113 W Yea III NA 1 2r, I 11 RN Fkl YM 'a'ix1 NA I 2n T ri CA % ,,, Y WA T Iz sl *06 No V111 Ys. ll $21141f202E M Y.; Ys, MIA 12KI10M "a ,las Y-6 WA Floddis Daparbirl or Business & Proferssil Fkegularion Building Codes and farm tar Product Approval AppOcathen setall ffom 1 ,(I car.) � I I .r - Anialf Ji �. 2*2011tal DR. ITUt yasien win0i Le" YAOM-111 Valt Mau% I 6caun, bluamm x" Re,illm p1720 PQT lindusiriss - J41% RWV�.� liffiarni-lasift 13"O - CM Who -Dade 8"X0 - VAL 110"i2lao I 0­7020k,0 11r4oMa AvipmVid M"F uy! neirl r Dimm 04 it 46s-0too (7m M s-Z50a &.hclil dad Lse,h:ar O.. n .Ildbhlle. "wi,eskappraidug"Irt, Dan,pl k­. Mahn& C-ill,kall- W W, . Lliling CW Wi51^W_8WkI6a!N Alidu &MI kag AMMYtd&-V-mil jaiucad am 4 ­&._ _ a VN I P,.d--4 0-lial C.14I elillithwoat. ilm U, ji 011 E_Iqtl.t mas.r. o a =1T, � L. r,- M -A. le" dir I 3i Gl 13- "14MG21 Y_ Y's 'r- W. March F), 20.41 1� I - Im a. 11 1111 iq � yil 710mr-sommomw--"qu L—I ,--Jw,— I I I � � F___1_W­qR I111 III , , � A, I I ji I V1111b ��"Ol�p-�ll��j,��ll�i����''l��� AM id W A I Wft ;dWil III11111111111111111L )r I As required by Florida Statute 553,842 and Florida /OAdministrative, Code 9B-7,12- please proll thlre IMirmation and approval numbers on the building components listed belcrl'., 14 I they vil be utilized on the construction project, for which you are: applying for a . - - .... =��:7:�� - _- - — . � 'Category/S ub category - ­_ __ - - - - - � .--- - I ­ - I lManufacturer I � . I I - - _ - - � ­ - � ­�­__ � . - - -- ------- - I Product Description - . . . . . ­. .. ­ .. ­ - - ­­ -1 � -I k L 'Approval Number(s) ­­ .. ­ I - ­­ __ --------it —.22:02M Test Pressure I ' I - - al. EXTERIOR DOORS - I - I_- I _.. -...-. ....... . ­­ ......... ....... I;A. SWINGING - I 11 - I 11111WHILM � L Z, I a I Fiber -Classic and Smooth -Star (NON -IMPACT) . i +67.01-67.0 psf _ ­1 I I ­111i . I ------- lFiber-Classic and Smooth -Star (IMPACT) �IME� - hill-711 - �Fkrer_-Classic and Smooth -Star (IMPAC'"17)t ,� � - .1 1 +80.011-80.0 Dsf I MM11 MI Windows and Doors - __ J,t Series 420 i i F 5 � i� 1-15332.1 - FL15332.r- 1 +40.0.­40.0 psf - � ­ � .. ..._________ ----'-"------'— � I � eries 5570 S i ______'_'______­'­__­ `N0 -_ _. � - ­_____ I In, I +38,7/-387 psf - I i --��--"'-�-'�-�--'-�'-"'��'�L� i I Pella Corporation 11 I - I: !I - - ��� I ,Wayne Dalton 1, 1 1 Series 8000/81:00/8200 #11 05 ('18X7) 1 I I + 31 , Olf 5. - �� I ,; I � 'Wayne -,Dalton . I — r+30.0/-33.5 I Series 8000181 elk # 1 123 (16X7' ) .il ;1W**Zr-Al I psf Wayne -Dalton I I ---. i � i ! 8 'Series 8000181 00jr 200 #1 124 (1 GX7) -_ E RA ____­ --- ­­ ­ ______..___­­___ - +34,4/a�3&3 plsf� D. METAL; LOUVERED DRS --- iCurries [DiMsion of AADG, Inc � I r_111#01- I 1*11 & - - � FOARTIRI - � - - A. SINGLE HUNG MI Windows and Doors , Zenes 185 1 -, ----.------�-.---.---------...--.--- I I 1 + . ps ...___ ...-..--.. ..... .. ­ I an =.Series — , --.-------- 5500 1 1 1 ----- -- ____ —,..----.------.-.-----.,----.--, ..iffialilill "I'll , 101 - - M��� __ T I ii Pella Corporation � � I I I . Series 10/20 . smi; I I I I +35.0,1-35�0 psf I I III I I ;L HORIZONTAMl ig Windows and Doors i ,� ----------- 'Series, 188 11-4 i � +55.0,I) psf i e 16120^ 4 � ,�'l � � I � 2' ­­­ __ I .i Pella Corporation , Pella Corporation -:,Series Series 10120 � I i I 1 0 Sliding Window I _______ -------- - 11111 r I I a i I ; 3. 27120243� � 51125/2031 � I __­1____....__. . -,----,.----- . ........ ___ .---- I I i� MI Windows and Doors ___:__ . I ISeries 185 � ___ - - - I ! I I ��E_ Pella Corporation : � I Series, 5520 Series 10/20 11 11 I . i ______________ - __ - - I— __ ______ I I 'Pella Corporation ,----�--�--�--�-.�---------�--�------.�--�..-----�--�..�------.-,-� - e Flange--Ixed I i ! : 5 1 2 5 I ' �D. MULLION -Series -.- � MI Windows and Doors - __ .... i I ! Series, 5764 I - __ - __ ___ - ���� - I "FL15353.2 1� I I ; 12/31 12 I I - mimf . i .Series 5500 I� 0 �� : - ; i I,^ -:r I 'r I I - � I 512S, a_ U 6 � [AW0111:13 1 i i 3. PANEL WALL I I IFT13111111110-3 B. SOFFITS ","",,""I'll James Hardie Building Prod. I __--E= .. M"WIN M ufm- UP-111,1,IP.�l�o,w,rm�i,Ls% __ __ ___ _____ - .Solid and Vet,ed Vinyl Sol J'­­ na U UX"M 99110111111 Illi !i FL15271 1 - FL1 527Z22 - I +75,01­75.0psf ' --- -ft - 1,Alpha I �'Solid Alliuminum, Inc. and Vertitted Aluminum Soffit i I I , I I +54_21-54.22 Dsf ' 4. ROOFING PRODUCTS I - 11 ____ � ---I �= IA. ASPHALT SHINGLES ��11 I I � � I I I Dimensional1300m, ,3 Tab, i ' I'll, I B. UNDERLAYMENTS i-------"-------","-"'"",-""---,-,-,",-,--"-,"" - iC. ROOFING FASTENERS I ': li� Tamko (for Shingle Roof) -1 - . ...... I .� Plyglass, USA. Inc . (fbr Tile Roo� r � 15lb Felt Underlayment ----..-...-.-- 'POLYSTCK TU MAX I "I'll I : ���� � ; D. ROOF V E N11LA TORS Thompson Arch Metal Comp, 10ff Ridge Vents .amat.-MMI __._­.._._._.._... ­.. - ­_....__ __ �­ ��___ __ _ ..................................... .......................... ­..___.__..___._1­ . Florida Metal Products, Inc --imal l�lffli'i'iiplik"l I I �[ � __ ______ jr.� =w 1DA-4 Ex Vent --- ____..._.... ____'............ .. . .... .. . L ,fix ���W +��&-97.5 psf ---------...- I ;.. E. ROOFINGTILES I! M1. me � WL N-M M ranz 1 1=3 117 91 i I I LF, METAL ROOF --,Drexel Boral Tile It _. I. Met�als, Inc. F 1 .Saxony 900 11 z . i : �DMC 100NS. DMC 15OSS. DMC 175S. Dlv!C I 400S, DMIC 5V 1 � FL7849,16 - F 11-7849.20 ; I5. SHUTTERS I . I � I i ;A. STORM PANELS 1 r ____________.1. � ii- !Global Protection Products ,�Galtvanized � i� Steel Storm Panels _____ --------I! - - _! 'FL150761 - FLI 076.2 - AIJAmerilcan Shutters & Glass ___­��� . I GaNanized Steel Storm Panels I II I � I - - It - -.- . - --------,--..--,-. _ 11111111 � I V WOOD CONNECTORS/ -I USP Structural Conn. ___.______.____!N, , " I I ANCHORS I Simpson Stirong�Te . VM101*02211K.111 I., 1H I I. ITW Building Components Alpine Thuss Plates I : I I I 111111111 It MiTek Industries, Inc,, .. � - Ii Twss Plates �'FL,2197 i 7 � 1 - FL2197,5 - I 11111111111111 l��� I I - - :: I 9: - - ...­ ,--.- Weyerhaeuser I� �Rjm Board. LVL. PSL, L11SL - �__j _ . ---- d FL6U7, I - F L6527.5 ,.- -- - N&WITAFTS I .1 ,Cast -Crete Corp, 11High I I Strength Concrete Lintals � _____________ . d NOA 20-0630.15 ...­ ------ ____________ 1!,!"Illl 0 ________ 'Commercial Concrete Products, I l� ___ I -1 High Strell Concrete Lintels I 13 102 q I 0 I - I .. _________,__ -- - � --- --- - _____ ���� _ The products listed below did not demonstrate product approval atir plan re�Aew. [;understand that at the time lo-finspection of these products, the following itftrmation must, bm I available to the inspector on'the jobsite.: 1) ccpy of the product apprmall, 2) 1 11071mil rx i u j nine • a rI e, Ia' uA; F Ss&, (fl j "5,, a -ia1 R -r- -al - . =e ease tl of'3 rikjtk;I,c _o?9 ,,,,.,, ­1 $ QF�314 ClIrrulixt APproval Applr-,+Abkrx, D,ii � . . . . 71 ` - r I = 2-= 2M " I �F��C_l �;'IvAltllq�� - - - , ilao_m , a il ,�,;&�At�� ulgatea ,M-lamu pDr-M0101tall Amm�m � ­ , 1�,- �Iik�­ ,,,, �� .E�­ I f �� - z - __ ,,;T�z I I a . i� -mL , �:-,��r� I I j­ F �: R �: -- - 1 ", �v �: EI � - Zr2a,21) t'"�1112r=1 0V'2vr.n2Ct 100111'= Apia,med ­ - - - � I r Ilm. 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Therana-Tra Pboi mart Stimode-Stair Nornital Mrigo,11 &qtatLNtdi,J Ortatil IV311=111 NO i E- 2 irsider8quot; yr., No Nhk a) W L- Comidoods Edge Fillsonghtre, fetshr Door tal WatOWA (Int;AnlyfoutedIng; Xb, I 0X0 I � I (n " 4 o- cartfig"Itaft,m) W r . � � I . I I I iE cn Ill 0 a C, Thw"-ImjFite-C.'.IamiemndSozd�,AAgr ��brm�"ILW,.49M&40*,�4o�,-Ill�,kp5,�l��q:u�nt,Dpque 121r31= No Yes NO NdA . I ,+(D Ill 14--j F�wtva"compv�WE4%,g�r�Ck�c�*DOO�Y,ILT�CK I -- = � W < ,ortithortrAlceftimse (Imdnm'rp;CAToeNmU�)C(,x0)`= � . . . . I . 1. � I . L I I -0 . - -1 'reddrilliopidem) i 4 UL Tifieffrid,Tru P'LoW.T.-tassic ard Smoott-TiDerr ��t,j,i,��R17&tgW�Oaqtri,Non�linpA);taqiiat, cloidite 1121114tr-Nm No yes, Nb VIA I --------------- 1 I I . I I . � I I I -.-.---I-------- i f Composes Edge Ftwidgesfis Single Eka ( 5 a Tbamna,Tnr Redr,rlasser aedTv�mdrdi Star riodadrvddioidrnq� Xtoriftilittratior,,t rk-,dveell 7,'Lr,4�,t)���qia�Non-1,Vac,,Q,qu,t, (Dmque I 2`341Z=2 No yes Fts Wit i I , tild, Eve l9beslass Donald D" Adr, Names I I setatiod'i idds'ertolittirtswagiL )1,0� OY or OAQ 1 cordfluradonslj . a if Trier rda-TTU F,hrie-CIASsid-stid smeetti �Zttta��',K#,M�Q�&4LOtNorHmpe,�t8,41m�tC,poque 12ZV2022 r4. Yee No TVA Florida Da leardinedert OF SUGJAcna. & Fdcfas-Aonal Re.qu k-�Irbel F" Lill Pbricift Department ofEldirsirreds: & Pnofe.-j�on;d1RoC&diI T' ­ LT I FTO,11�i -,,pa"Ird,��,"'T df D,d,,in,-m.',� I Pitinfosscri-al Rdg�)iXkq'l P.Wi al C,oeordam Goo* FIbefileas Sl�qle Dow Striding Codes and Statirmirds I I M Il I Building Codes arm Starxiards , , I . i , -6r, if, .qrd f'Iiwif�'IT�d FrO, N ,� �� - ,: 1AI 11VtWfl9r0VdTWft X'ZIM114tilei I 1 7 t; T riedIrm. 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I I � �� �� , r --- . - 11 111i. ,I--- Geer fieftesit ---- I--,----, - , -- PAR VAhatkiladdildistus(Insivirtenmurmna: XX*r0XXr.1 c-'rel & Ulasid. veli".4 -[M-- -0� Wi sea Adasuloat Alleap-will 94-b- t4deress xilfirloW sid yaliddid FaR Addli 21ai�a I ��I�-,: ,� S;,, , addk=,,,-iLi!�tlTT2s T�Aaf-Lgld swidem M&EMMI AV Mimi Winfiguilatiora) zw V.Saft XWeAftevei gedam kf -TYZL yme Mmi Q-A 94 Nawasyl A 210m "mall -!Ti_,-,,. -,Anf:T1r1-,,,- I - � ,4z4.Ttmttkd 9 t ThmordaInd Fidsar-CUato " Serdeth-Sterr Nwirtual MNU;3 &quadNon-Impactlermit Gloved 12131 d' 0'2, Net 1(ae No, it It, itiffteleadder x"M trit- vitiddiss, Jir,is ed-immiki ktand-WdersCCU-CCR I'm 1q- U. di, SF�1- 0 - VA1 I IIJOSPZWM T1,05rZo2ift W1 1*13�1) Approoeit R."�nsAr. 20211 UT Ve.d- red 0-1 Eftenteang., Wei R L-Ti�" e-'1`4 C n 'a Ter 1'h P r tock'llvliu IWIT110=1 dirldvil 12ift 6 " �:: I �F­F,l i %H 1 -1,71 , eir,0'. �'l I T, � & m:1T Fir: ir,'f ',�,�,�, T�� 3, �C -, 4 �_ rr�-T�, �F -1' , " -11%jZ)zq 111,T,617n[v 141`1 Wf,W errix-d CbrariseAo Edge FibergillaosSwiglia Door C40adeareVe"Te"s fat T� 465�0401) ,-�fiuf2is- Cramourr v,n,*- � � 74 ,,,, -� Gd �', -W, PET.132544 (71 FT� � 1� 7 6W I -Toderr�L, ��!-,,; �d I; d�: r "' � I T 7�1'1 �- -5Tr 1 (Frewngrm". kQ: X ;asrDtm,):TUrr) 8rd", 49cry, � iiw,� irreor"uream-afturt- -, Soac;�Wry!.Mtridrr mde-.gdrd��,,�--- �ecn I riljr'� h'j-! idd"21" 1�1,,- ":A ir� ��-��T- � ID i Th�mazlq%iFil�.*r-C.13&tlea-=Ci,'��jiti-Rar I mmoni qatxI �quotddcn I mpaeAll Gmziea IMITX112 � Codapedift rage, ellao-lidiss 6TTI nm r vah ite, Y� Ll drid, ciorletarse, Usthed: carfls,.11- Us,* or itAl INT, covs;IIIII Wlihma idfacroUpri FOAM adm a Ft relda R.0.A,.d A�hrli,,,r - Li-ed n-tri, I I ,�"I'111­T�41[.�d.�T� � -11��d�l ITT 1111 �, I dTrIIr i 11 Stfolftivi OrswortfOuVaistm9l faa, Or a 1-IX0 EAVAN411211mi . P-d-s-Al Erigir- i T: iii, 0 1 �� i f.e�r 1I �, conflige nt'"Al i 11 k Thcrinia-irm Flacr,0I ond 8�arl N,x,,,ddv tA#ne)&qmtNiTn-,[neasqr� ft7ed 12*11 Ilk., T' IT, dso NO, Qmvzazlwa�.- 41 feal -ft. _ Aaasrddljai,�jd m W-- EILAIM05a"Luds I 210-'�!!'��Ldd-julwt AwiddalUsT.Uor 6214saaLtso-Ma related gotw GenessaarIfte E 0 q Pi boll sdi Dtable, INat, -wm rd, 12" F�Rdrstme"Vs�mwnysdt CMft .4 ENdIdEZ41 ;_�-,-h--.,p,Z cliedd. gttsistb`4 ELM= i , I T, el.41L h!l����'���'l�t�r�[L�q.1,1�.Pk��.11�Ti F,;". PT,141,-� V��, ��r,i,zro -r"Ls,A?ji�,TPeI, Of MWZ -n--qog*t�t� BI*HLII EM&A, WWk'�tA',��U�K"(IM,Wnojl'�.�u�-,W,Ig� XKw0AXC1 1% slcr,Me� (Jvre, A14- I.Poe" Vnel Fixed lisifediv. 1^WfMI, V-- Yee ­ WA gromisf AML,asat bee[9aL I MDU� aoa&ig-f�A-U.0 Im L��, - I-,- I ��Utl I't 11 I i IT i'� 9 Or I �'I'dTT�i`l 1!�'T'Tdr ��E Wqi� �,-;;�r,��':�T' , I `-� YO, Y" NIA, M'ditareelons) k--* Pr,AAa;1,llllA-A-A-&ff-1,ff -,.k,.m PT'Admi,pasodykid Corkee taciddi side do -fore defense ft fdfvmaa,� 17i � I , 12 L Tharri Vider-Claresic and Smanilh-dcar I edd not Tmlo�,o &quacridr)-] mritedskudr, Glactra IMIIT1�22 do Trieri NO Nim � , �vl 1,red-T O-­ lall 1'2TtLdCTT4 Nid Yes it, :,:,� i ---- Compoeta Use Filarover single Door thossbrigrornowwal xed-suldtani ! 18 - TI-- Jr. Fherl�;--.I, .,-- S--th�Nrw md-A 74,Aft%f.o&qua"i.!T�dT.-rpvvvTr,,q* islasser 1121421120V Ner, y ar, Nts PUA I . C'ddddrdaf�d r .dNARlit"IddraSo I th Slskdildql�sl 2, cl��(*f�o'xo I �lrdderkgcoftvdenta "Iddiploncrts) -- ------�-- 14 . Ir herma-Tru Fow4NAvOt and GrootatirStar �,iVqh,kll:�,11*'Z�0&quott4rin-Impac�-..qu,*,,G�2zr,d 1211310022 fix, yes No NtA CornsaTeder Edge Filerf$ase single Non, I I,�iemederrl,'Irtswhl X ostligurodforrr 1 15 o Thoorti Febor Classe, ardSmiesli-ritar Reddest ,IAO.l���044luotNo,-4i,ir.ezPw�zwt Ganed Vi,11-44102 dao yes No FLA I : (rimsexalle Edge Fi1sewess5mveDder,adh I 5olsiltilvVit ldirterea*Wx-re; XD, 0Y, or QWT) Florldist Deparneret of Bushistais & Prolastiormil Regulation Patel of T. FloHda Department: of Business & Professional flogtArahon j- � - T ril 7reVadivei-ir of Ed,m;nrv.-� & PLdNTd,5ic,ra1 ri otim P-49TILL44 15 p TrjdrndA,Tad Fv@,.CAAadd @,do srtrddrvi,�Al cvrdrjumd,io� Nonrated M#!Aitr rfolsoftNort-1 rnfaTdA,4,T-,f, Groev 11-Tj51*= cbrmilassev FTILITtralifterel Nlit4f, over attif Dr 6-40 y8o 1. W, IIIIIA Suildiving Cades and Slarelards , v� - � - F . Building Codes adart Standards �.,;� I � I 5tildinal Qo�,Id, widliltardoddis 1: Ii s"7s �afttxdo 1:9dablida (Irstuavout,ommg; XX or Ci �.b ProductApproval Application Detail Product Approved AppliCaUm Detail I Precl ApiffrosalApplit alliton Detail w masiatelflorl 1 I, -4, 77ficmal Filsor-romil Arid ceremoth-Var Nonracial 5WA--a sacoldi inpatolitiassm TNV-qUq 12411111012 No, yes, No WA . . . � - - - � - - - - .. - - --- - . � - -. - � . .------- .-- ------- ---- --- - . . ...... . . . --.. . - - . . -- - � - .-.-,-.-------. ...--- .---..-.-- . ---------------------- - I- lz-i�: - � �� �� I I I � I I ­1, : � ::::: ! � , : � I I I I � . 1-m-��-T.E�g,.,F'4bc-giawS6,g6D-�r,tit I z6oigudi I I I " i : : :. - I r -1 : . 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Theirm a-'r T P j F I be- -1--m- isuk: and Strionothr-Sh. r So n�jj.p,aa,ia,-�dsuccr�tww-.-,L--MI rl� I OWA a iqrmt No n- I rrVast&ql Opaq TO I 2TF3 1 1202-1 NATO, No yes sait WA. 6 . &q.d,;S.f I er ter.n&qek SWId ,,. ,,,, - liesd ,,A,� refe ,2,711702� W. 1- 14. 1 �.� I T romeo*ft Edve fitera a- Drusn Parvis ,mithVented I ad4fitil il mainetOwbianst XK XKK or YQ= i - WONtralims), I 1 24 x, Thearia-Tru Ftbo,-Cfaww� And Sir**44tar k�omiha�803a.D&quot,No-�ft)poc;tgqu(�t: OpAtile QaVW-12 No Ves No NA -,-.-.--�.-.------i---------------- C orneoste, FAA rlberg eas 'Dow Panele �Mth Yombed Shoft4u(a) il stmi,iner0firsermaT V, XXX mXWK dsftiftsdmboaar� � Z, V, I henti ru r tom, .r,lia %sit Moo smi lor ido does I tam: a Salooll No M 4 iddrecdoetuat, �r. dead 125tTV21 NO yes 1140 I C 0 "Prisme eefge Firming lat arear ad reare'am v a idam � � . Sessist,�TdIlsesvinpromerres TkKsxXw)c*IX FlorMa Doper mont of Rusirresss k% Prorfoommorm Regulatron P�,d . AT, Flourida Department raf Bussiess & Plafessiorral Fogultal F; �- -, � F �ot Pd a ---K � ii, � i im ,n, --,f 6- g-1 � rr.`., & � r-� -,-�,ro,,,Tl RL"ILl' 1 VAI law'. I . 9 2il 7 Thedlek-TrU I'drid C1,1214CIdInd $F-,osthI ewrtsursldldm,� NL,n�ii��i.illgtkP3D�D,'AmtNo,,i.�IT'VFC$,pl4LI�at�'GlaZOd 12y"W211122 No yoo, W N,IA Hildildin Derides and 3-ta iddards ,v� 0 alkhrig Cocess and Starriclards, i T,, I at �1,,.j f3edun� ard S-,01-,&.Idt� Is=1 C01"Pivoto indlits lobergives, Over Pirrefs,sch Vaidard Stdotidirtj ildedifinwOUbseveo, C1, Kee or XX,V/, FmductAlarscival ApplicatlocDetall Product Approved filopficatin" Dedell i PITT,xlIrTict Approval Am licatill Detijl . I ? oradi'llied r4jim) � -"--",-"---- V so IF�,i"rw�a-TiruFi�a�-C,�o�esk�a�iid,��TriL�r�l:ti-,'�taiT Nomirrarrill odtfi �%qkx��.'t'�OPI-ITI"0"0&,4uot: lr�ddzed I N3 I r20212 do yes laid Mile ! ,-"---------""---,-----,------ - : I � I .1 I 1. I "I ­­­­-,­ ... ­­­ T 'F' � r - 1 I I � - L , , � 1, I r - I � . 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I repardta rdeo F drine Is As Doutilt Door tred, . rdeeder 1T%o I Aided Vitirminj ftordu T.LC Kt,rl I cast If TV tr t trmr�T rr,c ,lQqI IT W, rd42tN,;r, RE I �119I "Id"i'V20 TutiWD20 1�5=9 4-F��d 9�� ON lr'-,� Thonrua,x, trI F� -1nvTv-,,, Agd�ddi-twal 1�w, "", iama� za,rdev 1A elev alenin it tridl PE GISM7,7020 114-1612r-111 .eI=-7ffW L"'ItE., -r �r­ ,5 _ Tr TT_ , �� ­� � - ; -III LT:,L, TT-' -1­Lr - ��L�- PEL"! �k-,, L, t-�t- ., �� �k �- -1� , rv,771.20�o PR2�oaw 10i llmfiw� "-04 . ��&.q�SO!,16,i�V,�t,*�,isq��WOjts4,9 OXWO carrejeI Tim'We ,417ilrd4-6544 Rf,5,--i5Z i364T ?7'2 d-LV4 ri Gorroativ il'Akfzc� *, -, 2 er -3 1-§F R E- �, 41521 =7M 1IT-6454 I 1 Al'lm- le��t� r- , -- f�F - - - �1, E� LT - - --�� ­ -z �-i �-,�A 2-0 'As, zv, Til,Terado-T r w Fibw-Ctorserc wid 5drockift - rvoh�ummvrl Korriinal el eqVolLNwT-fWQWKqUot; Oared lVall"Zim Not Y 0 u, No NUA MAUCARI 113TIRTATTITITTIS i,r in artarite-e. - . - . . Cv, epory: R.e*ng subcamsaW., P(4mgA,rnTomds"%tff�-so* 1 -yet ff� s,dAEI - " I i r-, .�,­­ tTlr,��id"­­ r4��::�E, " ;r, ,,TLr:l.n i ,:dz "'I I ', o'r �t E, :�c, r,,� rr'l- ffE��--W� -- --: L Cbralss� Edge ritergaIae Single )=,with ��D (darridevrer Nodded, Ededdrill"t rdiddl redo regrag Par'. .I sit R-1r,g SRIVA i ",,Lh,rq1:i1a-f-'-11- -,:�Iilnk�,�,Tr-'­- I � 96allill �-AAWCrutD�Anl YO, M or 0X0 �:d,Tid; Fitailidde,ed,LVdided re ; Uor, red FAdmq* OisiresIll Ked�,.t E-Ttlesh- T.. liters a I ,- � --'� � I, � � I 11� III:�---�i�- � 30 M Thw--7va Mbtn-Chi Smienth,'Nar -ft.ramens) Naminal ' UWA-m- &ww:lr4or,-wTPoch,9au�c 'Ul 12VI its Yet Idle NIPA Pier"i-tt lIdirs- 1 pi-" poamai "Iften -1 Useer.d Relida I i . r, �'� � ­-� , � -- ; C'-weposI Uge RlaerglTans Umble- Dav- wO k4IIAPAMP-mOU43 , ��Axta, -46- . . T L�""-"T-19L;%��T aid .1 3&wmpz�oem4r.lirmwnp:)"Lkw.g,OXAD qddus Asafroder FortemariLL-i gig, bdanDOW"a set A-04-- LW�� i I 31 m. Trawl T,U FiW--Ioe;�arnd swirowfTsmar Welfigurmarti, Fiftmarral 1&*9-,0 &qUa0NTr,,r,RAAAot&qUo;� ShIa law lzrai?2022 NO Vas NO NIA Imle Pirgotsit Petri, Nooti;Ifty.m. Rom Plicln!e 121afanth! Oy*.V�Xdcatada. 2dts& IBM kittil -OL.ltarts, Pal La AA li-� :� Aflu,slAdIVU&IL A=�y�lo.-IQLVM 1ALLat � E�t!-,:, , i ea , I v t ., � i,.,.r,T:, A - N- � IddL,4 �,jly A, -1&�&%, � tkr.a.-� tj-,-Tr,,, -"t � -, I Q'i 1, T,�,�V_ra�v ��tr,, "Aildi-sm F Amidn- -- &P� in Wa 2mj2l1 imm Insists 3199m fumm �, Stri-Coranoaft Edge Grazed Pa�Ulaos-Sv-&- I TA~ Rod tdodeflawrital,&(Riall lidefund*101mal 'deli, FBC�IVH7 0dilrNfillon Y.'s hk� PUA dTd zw_r Esadatleaeliki,murn-ledgragM madlit'g daddal r2case 1.!=Akz RJ92 [a miLl Zdate Film IL,-&dd -I- i � j F� l 1": T,��,I�i� �-, �,-dr �,,'-� I 1-1- . - A��, r­ �r,_rg,, ... Tri r I T,TIL %w- rudTcw� - 2,'," 2�,Td No Y44 No PUA � I 1 "-, wri or eaumut lmo� z sidalidi X Div X0 0X0 1 dr[d1l4diong, I TAMCI�) Plat Tm-OSedpd Vent "It sallirt lot IreT .v vi, Rm "Wr N-l'-A,ctr �.Ttq .Vfk QSINT.C.fic Ytd Ist we ,;, L i -"-r- �,rjj:',, atteA"nofortli or ceinfigmalTonq 2 TAMXO R-A Lli,d.,?��,--,�N',�K'AI-H'��'�121, R,,A,,ad,ro,,-a1 a 1-T- w, F a',,-,] �1?1 Q Ors, 2 Y T 2 W T 1, f- I- P; �A de 2 'rAldi a�ioge,,I V41A 26 gra, ddvl�111-��l flsi yes red -- � I k PRIM'Zons, � 4 7AWO ofir Rial Trziol.,--ilb �W TATWTC- Frastia TM U!"Rad9t Vael MM 131dIlie TAT trt 11t oil 9tsligiroff stalidd. mouid"ads,C] staff TairdirAf.p"T 11t de. 'Aalte roorvemilam idlIft TAM udT)WD-led ,1- y- Y.,- Ye, NTA NIA - �ti� MAY , j ---- � ---- --,-----,------, � \ i � I I % % % I 9 - gill'), . " - . --l-1-- I--- � ; I VirtUal Review ssist, Inc. � . � .1 I I Plans Review coll I i d and appro 1 for cOmPti8nce with the 20 FBC 7th Editio � I I � Flo r1da Da partint lirt of Business & PrTafessi" *I R%ulatiord Nita ! er I Salida Departmeol of But'ressit & Pror'soasl6mal RaiLdatibn V�- - � 7100TO !>tVTnWVi`1 '7 ,"UrirvSS & Fri"C14Rditedid'41 R-OL-latra,'; by geb�4AIrine 1( Ane K hr PX2300 � I Florida Mpartment of Business and Professional Regulation Building Codes and Stmil Th'it,1711 Bri Coreas arrd Standams ,-'r� � _-,�frvr; 1,Tt,:W: aw 5 inToor,lo Aeso2z . 1 Building Codes and Standards 1 � g � Product Approval Appilication Detail 3/1512022 Product Approval Applicerfiold0i Product Approval Appelcardon Deta H I FroduclAidildro"iJap dC � Pit ation 0-roll U) , I -- I - --- ,�Wr,- I . -,T_�- - . � I I I I" IiIii � i: - -- I � . - ... 11 � 14. -r I I - I I : , 11 r � I � 1, � . .1 I - I I 11 I - � I � I V, I � .1 � �- I I � I I : - - I -1 I - - , I I � 1. I I I - � - - I -- I I I - - I I I . - I- � , - � 11 - - � - . I I � I 11� � QMV - I � - - . . � - � � - � r - I � - I - 11 � I -- - I I I - � I - � � - � I � � - - I - - - - � - I I I � I I I : : r .. - I � - .r . : I E4-�� , f,:�T.', , :, , Tm �,mir, -- -1, 1, � .1 - 11 � I -,11 �:-.:, i�;,��, z �- �, .1 -11 � - -',i �� �!��,:,::-� . I �r , ��,' "' , n ,� I � � , � - I L. colls IlEft P-01 Oder A"Alm 20 QMN I I ondar DAL R&I E�ti-ERD& 21��-I . S190i j - Fjm�y �, - - om ,'so � "I 9ad&PerTvJQI Doi FLN62WR31 . xm mowkw= &W UlatmEALIRUM XO-4" & 9A §T&oiw tMilialarral ALVIT; .I xtfa- 1--ful sdatz asaid- A L'aes �euld-d & Mad Sulo"C"d IR;Am-A aelaz� ,,, �� I ,�r, Me� AID - I .WAVO Ardovat: vlJvi� V 6-11-1b x*11001 4sul,fim HIcbrer-eal bravow Pal 19 "Iein WX f,-.- Past- ,e,ll j.-, L I P C, 0- FA ikiit, PE I t T2 111111,11tr id"IT4201111 !MKI]211, d,ir lrrr,�� App., Rves;Ton A123 R-1 Radair; -�d- fia,khr I A Pkao UrTtj - �--, gr-.v- Gery,'r VT-�-. i+1Tf?Cdk1 I - kXdIM 20 111tid, �� ,) �,'­,rj I ; �,-,, Tir', -�, � La�r��-P--��, r� Te 7! � sr ta � lk- �� 3sI .- P �- ; -,, - W Zn - � �, r� � F I -9090 2U r,K?17�0� It'g,�r,,-'r, - i ,M 5 � 1) 2 0 k0I (D � � 92ft krlmLar = = 25k = el "tl cdestleer, R,amig �r3l) D0,W2, PE-�Qgi ('717d"I17-44irm CA -pow, R,awng (av- � ,rL, I f-T01 rdi,---s ILL-, �2ut'I?54,ji�i;l '-kq.,F- �h,! � � �-, k ri�--lr TST4�-F- �- X�� �- -4 1 'T - 14 . � UPS - liduadufacturter Conterat fMqhMEAr )Womo& ReAI .1320 POLM- LAW USA lislaury,tiltioel Lign John W YglidaW N�m-ltil Einding APRMY&d Appmded I 0 U-612T2 D WMT.1020 EM 12115?2crm riatUlgoNtre ReaAa Aeoeii�INI tiarl We - rAftee" PC" ,snans RUAMI%9-8�mm, Carroll.- MIAMI E-,mvA.hI FI terr, k0lre@w,�W t �C, Noucaravit,r R-00firle Tes's C-VRv- 1A.ri Fl*-L�.- 1I el- . I koett-KoaamarrithonfIxt: It 1 S 0�-,A�.�_,, �,,-,T,� P�,­ '�.sTnrrW,,te'a,M ,j�e­e�,­�,Itr�iMTJ , I ; � - � � ,- �,s; ir rr�, - � I I Category: Raofing S9542,1313�'BOSTnal,F,L,Vpr,i-yrgla,�s-corn Robert Nemilnen Knesiatich, PE AWXQYAL a R"ll Redistered,orchil AT a Lk�Retd Fr,aIVJA P,-,,I,,d &,iv�n,ii- F�m, --�--- f�- �-J,,�-�: - � -��-- �]�-,bt- I r --, --l" ��' I Su bcatracery: Undeddlyreents PC-59168 (9-44) 77Z-3224 11f,0112020 &WAmn F10f."larel VXon.as =ME EtAmn-JUL-FLIX-1.1.1111 aALAUni &MUMMEZRIL, &MUffl-IMIM 121129 !a�2,d' ,,, 'TT; . � -11z,11-d 11 I --- - -- � I Compflance Methol 3-4 A - ml� WMIn Ceohrv- mea Us -149.152.ftn.,W��ff M a, -1" ARI ----, I � � 21 A��,A=W=IITL.2 ­sdi telij, dsra� __ UMZMIM JZ2 tm elders E EvalLation Roportfrom &I - - I - van m-Will sit jAodf�bmL-qA* � Mineal.12111I Majdam fzer�m I Ohm AltalficialrMUldidt i191112124MID lammil a voedlis il-12 �e a, OvE - ri-o 0 - - � r, el r, A.,-- . P -� r � Id' T ,,, , lk� ,­ akla r-1214�j� ',' Z�5,� f-�`1421L&WTILDald , W x & fe-1 -daraillits sagais Dded" E at Florida Regizterod t Deifti-,Ie' DII - I RII EI O,A-4 L�, Fedf[v Piulopa,�r; P-k R.Af r,*i,i 111jUd,tQF1 rl�. Yed `41 - - � �� 1W 11r,- r I �,- Swerr, car, - omr, an-kr - -1Wo:Srvl Fier Pvrl� - almlirm r-A 12;3',12CQu lr� -V� "m � e - � ", , , ", , � f, , , �, f ; , " � i -�-.' � -" � t - � � , , ,, � � -, - �j I � i � � ,,Q�-,-,�uzer,,E d­�T�q, 1-1 - t,!,T�Tlil �-�;O-,e,��-(i I i i3` 1'� %T - Tdsa Vo. ye, WTA, I Ar6rFea ar a Licerrill FWca Prtafelssoftral Viordiari 0"memid to Ryo*;-, IDTI;k � .9 ,if S., -, GOD - sim. � --. A � ATerr -, S-0 A % - " Odft � 7­-y Fad _ col jaA, ear, � ­k, F.1 P,,4.t- - Rail CA T 2M 1 12021, PW e­NA - aseilIns CA [2111Q,'�Tmo Frs rd, Y.2 y- WA MIA` - -, - � �- �- I --- ��a------`-�-- so 1��s �y � rl-, :L. �, n �� -�- h, , " - r� ,, , - 1 W ..,!,�1,jtsFerdG,z- �,-�- ­­i, � -�mi, - I , - i- - T�l - lt� 111.1 � Yr L fee, � . . I IW ENineeir Tis : �17 nat.ey 7001 - GNA�. q.b, & n1t,; soft slt.lce 1.1- ET- F vm-Il�- F W Rrts�,I. - R-.&A C-� 1,11-110,120 k,il Prods, nary. 79 T2,C�,r2f,,,,, � I4. %-� T�- T`,,� do, TVA , 'r �� . I � ,- L, zT� k� Fi� ��F�- ---� �VM X4 -'. rfl. � ^ % %.0 ELOM%M1 Er-aditigIlk Z12� �Itd, 11 L- tards. - K.T�,. -1 X. T213112in'') rd, y- did, �. �- , I i I = i ------- I-.,,-- i i gualb�� ARRMTOdIM-U-m- AMEM*aiqLm2t imug 1JAN I W &A-9 Produrd: Model Nurnberce"Nam: Product DaraorlWar, g9fli JoUillon to "? gAskill Kt9ml E13 I 1 I I PolV91M Ressit Olddereyverrit$ Foyearr" Race ondrestiliftersr,:a4villZ Datar Rodift tilr4lerleymema; IW21=1 No pidirmil med 4diderayreenrl; for use In Flac lmmsm Yes yer No NVA NVA +aVhA,r4IZZ-5 NKA ----------�--- + ---------. i m KVHZP0Ad;dl1wrr ! ! a.-.- 21 Po]Toa,,v,, Roof JdAdoutLieftei st0c. I U�l Poathl*ss eadif ureprasIrments,for isse in I m3r2013 He F80 norr-k-Wrjuvisdiddrorde eks NZA -WAI-022.15 I � .MORENO 11111-11117-% %ir %J W-MRA 0 11 itsyeltm, Roof UrTda&ymcrt;,d-rVHZl PodyeTIS1 Asw UndeMayrn ergs for use in F dirr lV21=23, Ires 1110 MIA NVA FIttTida Daperld7w� af Business 8, PriofedislorRil Regulation - �9 � pv-_� � I Florida Doorimpeat tvl`Buslnie�-- & ProNovalorl Retilubelon 11 I �, � � FlOrTna F'e,paAri-e-6 ,--,f Bav�qld�!�s A Prrrr,r�dmoiidl H'Ir I Ki reep, a I . " Hit`I�Z)i Irsdiddret. BjHdling Codots al 3-Landards - � ` ;25M 1 BlArpivcOdesand starichats, I � � g - Bvi; idnq (,',:Idt�i. ad-d "�fz-rctm,�s JI ft-. - 0- 2 o erid, lidw-Hisilip Per),tists pra, U.Tateroments, fee use in l.bT21rW23 No FB�C draft dl�VHZ JuITefieNtra 1401$ NIA +WA/-6=.5 Product Approval Apliallication Detail Product Approval Appill,cation DeW I Pr4terrd;l Aprerrstii3O Ar*,I II-krI 3- 'T if ' ' o;> 0- II Polydarits Prof Underlayinents t14VHZ) Pal I underlaymifirks,for use In FEDiW?!a21a23 Yes HVHZ jus relliobtard, [if, FUA NhAr 1 --1-----1------------ ------- �------------------�-------------L-.'---.-.--.---..---L-- ""�� "�T 1 � �! :I : "���"'I� !�i�����������������������������"L�����: . :i : i �,�:ii': � .,Tl,e:� I , , , � , " - �'- �Ti 0 < I � - I � 11 - I I . I I I I - . -- I I - I I I - � , I- � I �- ----- , I I I I I - I I I � - . . � , I � - mumm - I I I I - -1- ,�� - - I I I � I . 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I i L_ 70 a) 0- = Simpson Strong -Tie 2020 �FBC Approved Products cipmoo INYM2020, EE� I I --- ­ Simpson Strong -Tie 2020 FBC Approved Products - UpOsTri J 1 ian,1,211.��R Simpson Strong -Tie 2020 FBC Approved Products - - - .jiins - ,t,i, j:�;_,_,,­ i �� Sim pson Sstronq -Tie 2020 FBC Approved Products I i1plarmit r2litiril -, 0 &_ W 0 : F4rdirl Inks leall 68'rapprovillststed b:�-J:�u,,,,!IZ,�l,,�!:!E�,��U��, ,, - � U =W I'l additional inforsil regarding Slai Shilowide inictUct Sysl and Marniirlal COl NOW* : � - nffdlr��! ll nia'ISISTWwrthlidedhnIm'a, I", -%, Fisaa a-ll-,!f� ____ -'araddriotill I,l ,,X,i'1rj . : , - __ For avert ll fc III 643T apoosall Pon! selaiv. ai='�: � H I-- r __ - =0 t� ror4clitariallinforminain ejil I T,�_-�ll`� ��k�,,,i,,,i, �lri,irril I . ...I. 4, K'­ jjI If 1� I r�", ", in- 24ra -�iao� ��,, , ��_ - "N' � "t­ �­ � i - - I � �_ ,P--- .- -_ � - - � 1 ,�,::i�i;�Q,lt',4�q-�'S&�,l�,,i4,:l� �,�,��,j�l,,�,�,,%:�,,�'p-l"",.�,q�,rr:,�����,�F,[T,.,--U,��l-IT�',rl�,r,'f,�',,�-��'.A;�,V.p�h'WrO,lf-�C',A'r�gl,,�U =, M t i -�' "; 0 a- . , Ill, -Apprond UFAVaIrItl INOA;, _2hLiLtl . � Tilarmaral regarding Hal s vitill F,,rcraicl Approoli s)mrirm and Tcrim 0"'Ifirl" triouire . i of Aianpl,Tl criloal ��I.ji 12[� i a !it;s _ I r OOW,IPII,Iflt,*tC%t�gb[ERCIW�dOPYriCLet.4.nDr,ws],S��Wr,i, and Meft=L%doC�mr,��yNM--�r4A�-,OeP'w�,te�f,,'r,,M�, gLicLhEs, ; li,!1�":,�,Iq� NA0,,rvlf � _ __. � I . . � - . . I . . . - � I . . - i i PL#23015__R7 FLMW6-.Bj ELUM-M 1-� i l i 1, � , ';', , . , I �� S'll:r-'s V;;,r�:i Fal:ie-nool hangois avallabk, In Worms ranging artin 1-17T to 3- 1111". . = Z, M - :3 1 M � (1) I I lill and hingIlits firiatingincl 4-fiII16' to Coriceralwifflingo, (1) ­0 0 ­0 AW CM9W3M9RIIdMM1qL2LLU11 P-M920 aau;� AMA EcRaust WOW. Unwi; 2i: lli= PMqUZWl4ArjlQn jW Pro I c Made N in r � U.- Prod art 1?�-r,sc I vc7�-_n (HLISC) 2vailabletor modolis having vaddr RqLiigt or I 0 0 - -0 I 'Titi Stainless Stanil Conicrale & Mas(cilry, Screw TTIi-SS,, 11,14" darili [ iten stainless 61eil irtirsonry screw I A21, A23, AKIr A34� ADS. A44 Angles I 6 1, E3 I B EITPH E r ick T Wl I s - s- a " a r # in F) 3 9 f 1 6 - = %_ - = a) 2 AP)l APA4, Al7l APTIA, 21, il APVAR Quf�dnai­Accaals Angles �, , CTAST"r OV[ST", CATISTC*16 17�oiw Straps 1� I - w_l � 11 �:��­I"r­ljri r: , frilix­mil hangers available in rv,idths ranging born 14k9l' ii 0 0- ,� = -2 �_> � S APU44, APD44R, AITIVE130, APOIJOR, APBU, APBIMR, APS101 0, APET1 010R, Ap"Vil ciurdovir Ac�,.srraii lao-st Ehinift 3 � C514, "l C'Sla� G'S2U� "522 �_Ulwd STaris I �VT and relghts ranaing from a-1 W is 46' = � 0 L1_ C= - &Mill%�R6 : All"VE344R, AlMlifB69, AFIVE66R, APVESS, AFIVOR&R, AP%4BI010, AFAITIDIDIOR 4 CS-4ist:b', CM­iP','0 , Called Straps !�- I - T:-4ii�. ,,� !',T!L�� , _,� 1 � _% �T��,:'��r I�L­ _Gi_,�� '5--­ I " � ��_ � � riiiiis=nnou-narnie's . - 1 M 0 1 4 ll M 4 APDJT2-4 APL),;T2R-', A-C.111,241, APDJI-2R 4, AP`VI)jT_-, 4, APVDJT2R-4. APVD�71­2_tl Oijtdoor Acy-er its Decll;X,st T,l 6 r, PSL21SL Cump-w-sieriji-eirl liArsuo l` � " I I-T.l , _2�� _­_:, �_n_'H�� F a-ciirmiou lit ,range,,. "" U) C) ­0 > AMI Riggggl Ugg9j, N W!M hil or Name Product DefSdili APVC01"lly-6 6 0,151c, SSP, TSP S-lud us plabs (is ! 5 � I I i 1-InIT 11 � I I _1'1�1 � 317 - ,a�nrxlunr harge,a, . E 0 . I $D1 011 1 2'U85 Outdoor Acceers CorrieckiF 5c.-Il 5 Aicriyt4h, isciriHIISR; Af,rill ARTitlelUry ' Cuia o o r A=* l s rie,a v y Har - 9 e r Y � H 1, i QA, H2.6A, T43� T Ill I T I '127 � I-TI t:, F-11 US, HI 62, ­1 1 6-2cj Hunricana-hec i I - � r I ��­�T.,Jja,"Le -, J-S _ _ _ .�� - � . -irse-moum hangers avababbi invilial tang rM more I-Wll 4- (1) " a) U) � 14,11, I.- 0- 2 SO9112 SDA-212 501il SDIO212 S amr,2-Ol SO Conn lechar Screw e APLA, APLIS ART 4. ARTS, APVLZ, Alaill APl APl l:,­iTjtasQrA,_T�rint,r, 1 And - Sea rin-lir,C'cilumn Ties - � A l 7ii I TI.c`r­-" . AT17, 4 Heal Gil ar Twilialm, 15,­' and lip. ircria rarl from 3" to I 5� i 5111 IS' (Z - .- I 0� 3 SD91_12�8 S-UP21ZZ55 innoria-Drive SU Cannecliel 8$ Scull ill APLH214, APT1.11,24k APIl APLI-426R.APLP'210, APLI-121OR CrutdoorAiccerits, Light r1lar glairs y lli��Ilj Hurr;carl . - r I I I i � ?,� 1J., �,3 �,: _� 1'4`,U�� 21, 'A' G 05 _� SU-1,1ii M - Ui 7- 51l r', z j "l �Iaa:i _� 11 , I 11! , Mk �_ c ­_ I - - - � f iiiie-mil harges, .40- -9- I cz = - _.i"` --4, . 4 SDC I 1`2224SI, SEICIF221, 1 2, SOC, F 2l i 4, 8CC F'227co, SCr�>228158, SCX:F2;? I 01 4. Strong -Drive SDCP Twill _1'F Scril a SVLZ Brieklilerril Lil Connector 10 HSE62.3DISI 5, H'<-52Znr:-SfJS1 HSS;ca,�SFY HS-_i"nI3r1S3 HichivsUdicithicer I ­ I. -a ­ i imri �t 1_�,,,a - Fece -irrourlir hangers available in Vorithis ranging from I-Aille" lip 5- � il - -.0 - SDCF221154,SDr,F2.51'k$4,�aLICF�Z719�-,S SOK_T­2723,5�.� al il CB74_7 C,aml Bea in Ties .1 I HST2 HISTJ HST'5� H,,STfi , Sral atraps '!Ui"and heighlorangling fropi 6-15MD'to 19­11f.V, I 1, :5 SEK-P221l ,15DCP2251,2, SDC,PZyi 1 4- 20CP 2 TW,, ,6� 0-_ P228NI SIX;P2291 2'- Stiong-lirrieSDOP rimber-CPScrow ii) C-173Z, CJTIZZ, CJT5Z. W11­6Z Concealed ioist I` a,la I �2 H YS l 6, H 11'6,210, HTS24, H T828 HI 830, H1 ISUK', HemiTy7rilast: Strain 7 u �ac�--rnouM, hangers - lrdllfn�6 rAITI��1'2& , 6 SDCP2211rio,SDCP--l�34,!-,L)U�--�714OU . SLISR274(4 Sr)H�R,�7614,SC]HR��'14!!)).SDHR31P)'1!4� S,jorg-Dirvai SI)HR, Carritho-Heird Screw 11 12 OJT1 4 INS Dvck Joist Tlie Driv aiialiStap IT 3 1,4 III ISC ,I i rz 1 I. n sx,,ax I x 1JFTA 'o,tyr Tivict Strap ll Light Floor TInAnnhor an ­_ X L� -1 - '. � � ` 7� -1 _� �, I,- ,,_, , ia� i - - i- h -- r 9� 1 5, `lic,x�v d face -mail he nlrem avo 1zl in v4dtl's rang l how I - �',)l 6 ta',)�'SII 8" a-7,d heigiles- rangsic; from 341", 6' to 12-Sull I 17 SDT3251112.� SIDS25134, S0g,`2&20l SOS25212. SIDS25300, SOS' .5312, SDS254i 2: Smat-Ill-ISTIve ECA llrrav�-[)uty Connectol Screw 13 FC4_ FC6 Fre ining Cl�ps IS LSTAD, LSTA121 LSTAI 5, LSTAIS. I-STA.", I-ST A,',A, I-STA80, LETil Straight Mraps C- , oncealed flange version (SUPIG, iTjLC) swailabliator aldouble, su-zi5wa scsRSl SOw-glaw 14 FVV,ANZ Fortirdairarr Siali Angles 1 6 I-ST14g, LST173 iiPriti,rit Sin ps 2x. and 4Y, modehil onllyac-Ldeliange is concealed. a a 5DS251128S, SCS252005F�, SUB2521256, Sol- SDB26312SS 5acrrg-1DTIh,e,ECS Heirry-DutyCarmenctair SS Screw 15 � CA!, GA2 Gus&rA Angles 17 LTI32-3. LTI]AU pricl 1-11. li� senes Ill - i--3c�-moL,�tq�sip,er.eviBjkat.l(,�- ,r,�l'ISrSn,jr1gfrqr".�i�4S'16,'� , 1, W $ ir in I 9 I S[V,;P271; 6, SLW2 720, SDWF 2724� SDWF,2726, SDWF 27130 Stroing-Crim, SUAT Filoor-to,allil Screw 16 Sl H2,5T, i HICA-2, HI DS, 414� HL-Sil HufficarniTizir In 1-718-12. _71S,164 LTS-18, LTS20 Light"I'llriat Strair, sTaitrd he IS I W. � flo, ral frorn 2.Sl ll I 1-1 17 18 HCJTZ Will, HH6 "so VY Coric* a led joist I Wr Halaiier Parigiers 1-0 -A MOT (051`27� NIST.S7, MST46� M'71`60, M,ST72 Wifiulrt Girder Tardovrn Shrail Insips F1.410007-il 19 l Knee-Sracp St-birivirf ST, _ _jL A 1 2, MISTA15 hill it� Ill TA11, lil I il MSTTkS1J iiISTAl LIST94�, VISTAS MIS Sill 81haps EirL2§V_-E6_ 210 l U5D, L70, LPG Angles 22 Ill Crz�. M:;l'(;40., W-�l C62, FlitiSTC66. MSTC78 N.Tiagm :-maps I 4 UU EMgu!a Wilift. UUMMt or NOM ftdW UMOUSIga 21 LCE4 Picell r, W-STC4,61713, M_-rCftO3 Pre-ler-, Shape i JEJA Pr-oduf't �LoLvl, Ljuvq Lgn r�'�' u2jj2e Emgwa2zodal I Al ATRljZ ATRE,te, ATRV4 - T hreasted Rods 22 il U-550, LS70, LS90, Skeivablit AngWes 24 MSTM, Mt-71-36i MIST146, lill lill slyarchL Straps - . i Us sef�oa ��i,`Kl_---_ . - - Tcr. f4rige, hangers ii,�je=able it ieAdmarranging fixi I-Pild'et 7- r - I 1 2 ATUDS, ATi ATUM,A71.09.2, ATUIrl'i �,ATIJTDIA, ATUD,14-2 AUnrin urn Take -Up Devil "n LSCZ Adjustall Slac-Shringler Ccnri�clor 25 Ml NITSIor Mrr-qla W'"�_V­ M-824C, MTM mrsatitc Iii all 41,-rl Twist Sma P I I :y' sind haxi-litill, spill holl 7-1 I-1 W� $ 61133,19-2. ocirz, ElPtil EPTERT-2, W561l ar,,w4, rivill oaRTUCa,'-4 Farearneg clabas 24 laSS4231cir, i.S$,126RZ� LSSiJ2%_ L5W2DRZ. .iS5J210LZ. LSW21DRZ FreA Adjushice, Jack Hanger 25 NCA-zx1C-1"_ krGy,2x1_--12, NCISZx;c-1i rjT,A_�x10-16,[4I;AZrrl Bralging 2 r`talill Srialil- �arwn,- I - Tsp Inando, nimponi avaltil In wleftirs nanging, train 3-MIT'S, 7- �, i� 4 CNIll r0i`1110 01IJIS15S, CNVIll CW.IFWA-1 tZ',, CNA13A-18 - Coupler Nuts 25 � LSSR101, LSSIl 1, 1_85R2 37, LSSR2 Se. LSSR21l LsISR410 Field Adjirsl SlopeabivISITerecil Hanger I 27 - RCIal RoVIA5,114 , VIVA III Na i I, I g I ­r __A ii - � , ,,d..,. -girg, � li,linbi riftornSAW'Il 5 CTUOSS, C 7Urj8&5 CTLl CTLIO75, CTU070, CTUD-,, CTUD67, C-TUCS6. CTUD97, ri.cup,ll Takil Dame 295 UP4, LTP�r, Tie Plates 28 RFISIS, RPS22L RP,15'28 Relies Partar Step -i Exia- ia,,� ra,q�wni � ! op, ilange hangers .�.t.-,afthie'n,,Ac--'tri�-rarigirQ from 1-ti`240 Sc z CTUOK C rULQ9 27 ML232, Mt_24Z, ML267, ML26Z. flill_2110Z Angles 29 RSP4 Slud is Parte Connector ic� , "L and heights ranging from 7-1 lit" to 22,11". . 1 6 N3� N4,1415,146 Heavy Hey, NUP _My MIll RooliTis-Der,sr, 30 SP $ � SP2, SP4, SP6, SPEI Sim d puta T ts 4 Laalij- ii�r,jc�� - a�"_ - r . - � � I so rianghs liar, Ill avaliall I- To vildthis mang ina frose I -ScS to 3- I- 7 UO4, RTL04y, RTUD5 RTUDa, RTUD7, RTUD6 RatchLUrg Take -Up cer,lil , ,2*Q MNHCI Hih,ged Roof Connector 31 SPI-hi, SPHO, SPHR Heasy ,9il Plate T ll-- ­. and neirchlis rzirlpIngfWl 0­1 f4'lc2x* t,, ,rUD9, TLI TaIrca-Up Derixe, 30 UMLU20, MKIIJ-10-2, AMLU28, MiliTILl MWUl NANILU11211, MMU113J, MMLU131! F�ace4itcurit Hangers 372 SRI, �r, S625r 8'6'�T, ,3-94,5 Shia Gbirs, i ,i � , � EG �_-, �-_'_-,- 7 , E T�T,S si� r �,­� Irin ,-nillis - F-p lantas hangers a,;uPL-;-Tn w0me, wisorg'spin 6-hf-r'to Ui- . - S TT j,.,r_,% rake.i,�jp Vapither "III RBC� ROCIP Rol BrIllmidary Una 33 11 - Sir U iti " 174, 5 T'S FT1_:?L S_TM I -0 "',22, 91l I 1 51 S12 5 gz=Tiyst 5 "IT t��. ZT5236 - Simigbi Straps __ - f­ -,ndheialftmn;�ns"�Ttl,l"tr,-�2-li'Z', - 10 URS3 30W'l� Rod FitfriThWi4-�T4,c��"tan�; 321 Ii PUTATie'Dal U TBOD, TR27, TSDO T936, TB42, T046 T264 Tl TP,6U Tionvor Seel 8 V��C ,­��z ��r,rq-:,,, __ ap '-mpii har gers avalft b , in sIdths ichil n from ZaCia" to 7- ­ V . 11 URTS4 112" Uplift Rod Rart Ttedcarat Daratam .33 RTC=. RTCA2� PTC27, RTC44 Rkjo Tle Connitic toes 3f, 7aiRl 714612, 7,411514 linitart EinsiniS �'L and hevribe rancl Ill 111-1WITis 32' z 12 LJR&I, Sl Utilift Rod Run laisdawn -Systarit 34 STC. STICT, DTC, HI C4 TressC" 26 TIG 1, Vf;TFR, VC, TL 6 Variabla Pill Girder T' arrisal - � i� iZ ­I� on�cem � -- Sandfla hangers: isinal bla it, k-ndi rangung from S- 1 14" so & Tyl - is UPS6 Di4i'Upli't Rod RrinTiarlown System 35 7,il Tj C -37 T n cas isr. ii n I ins; 17 1,421011 VvISIll TIVE124, V,1812NX, WS'143C 'i'varl Staring , I a,-i hevilil.1% ,ami from 6- I �Z' ro L-is - � 38 Z2,Z4�Z44 Parial SIft'reir C111)5 1 ,1� ur -TV ,_,�� -ne5 ;, ri -, �lel I an Fennqjrs reirgill avalabi-rinvil nonging fiern 3-714' to -(- - . . I ',j5r.arid neighter3rIgIng frorl 11"t-, 32' � M 0441-R6 � ­ � V i�_ ae.-ItnT r-an _,e�s 1 - 1 �p F 4i Wn gets availlab le in virdths raringinig train I -91W'to 7- � EIMOZ-ga 1 �­' and he�qhts raricing from 8" to 231" AW EMUW�MLqr fillial EMWWj�Mogfign 53" Eirrisluot Mail lolgliter-IDir-Rangs PflIdueWiliaMign ,TLI I- G L s� �� � � u �i� ria- F� ij e s- - . S --to hianuens available, ir ,s,offlls rinigin caiiiic - g fra In 5 - I I - V I a 8, 7 Il W I DTT2 liloldAmm & q.* . Pr.p.duct.Modol, ,Nury her or Warre, _ _ Product2M,aription ___ I - T­ p H 7 -�7:ir 5,15, C n 1, -12 _17x7. � in, , C B T-1 2 - 3 7 All - 7 5 Conssa,led hanne-, - a--.--' 'erig4lis rarging from 1'71-11,fl W. -, I - Z H CC 10,14 � 1--li i =, HokVd,,Avn I AHEP ht�ustal:ie Hip -End Connecbar 2 cILT, DT U, Di U7F coral haragers, Face-r-noul (E)U. D-1111j) and lop­flarige�iDHUTF� aangem :, ' ' T'� FG11l A�,_ h_3ij_-?2��& - � . : �nr * cinge- han gets aivallata le; In Irritathm trangirti Pont 3-1 14' to & - - 3 4 FIDWS, HHr_Q1 1, HHOQ1 4 HOU2, HOU4, H1395, HDUS� HDUII� HD1.114 Hold-down Hold-down 2 3 "r.2R-SD,S3 USC2L-Si DSC5[y-SD83� DSC&-SDW G 571 Orag Strut carrierfors 0o'bts, Sail CrTrinector arvailable in. YhIlftranging frorn , -gil to 3-9,13"and l�,-:;.,,`l1'1 -a ngarig Irrom 9-116" to 23-1 5 VI &`, 12 Fi-',U' V r_-r,er;, hin­��=F, 7,r,A;'and TheIghts ran-rnq fil 7-1 il 32' �ajil_ ,nangeni Tiall in wants ronaing; fixim 3-1/4"to 7- � 5 HPA26, HPl Silarp-style punin anchor 4 Hclla� 1, ai, Hl�;�, H,,'d"P,l Hip Concer Intel a H'"_'Tir"rlS_�SCS� jia�U5­�'5_SD'S, HGU5�cO_SDS� HGUS62-SUS. HIS11.17,00-SUS. HGl Fiec-mourt: hargers I I ffV and helghts m nUirig "m I &'I- SS' 6 LSTHDE LSTHOBRJ Shrap-style hold-down 5 I-IHR�C2,2,HHRr-42,HHRG42-2.HHRC'All.8T HRRO44,HH!R,�',525jr'3,-e,,Ii,,HHRi-I'5-17�'aIZL Heuy,,(P�.PtoR!dD,PfZL,i,irif.-caors I 1 ,�Iius, 1,tGiaiq.UD_USTs 1 3 I Fill ,C. i), � � n!T1,f rB � Top -Parde hangers a-yakable -,,n wenhis nargi-S from 2-5116" 1xi 3L mi 7 MAl MASAP Fociridial arricitiorshol iji'ijo�Cil . 4 HGUrs saiijaill harighia; _ i Faf--411011 n' hang ll TvInnali in Wdfthia rarig ii troll I - � `.;` TO - - R418 -ndhssrht5ninqlrq1r­1F'to2S` a MPA322, afficiAi" Strap -sill purfin anchor 15 PRCI.81, HRO22 Hip lijkqa Garimecirs I W � and."FIjints tar. g Ill f-Tom 5-St I It" to 12-71 ill 14 F� cTr-,ir �-ah­_�s-'�- I op - sell lost hangsrs al asaWe I, sidlihis rang So Phil 3-1 M- to , -1 -0 PAIR, Pill PASS, PAS5, PA5i, lriA68 Stropialyie, purtin anchor 7 InflUcil Lial LRU210 [AU212 Raher Hanger , � - H, Hi.'i T;".', 2F AlIlyr H i�GL IS � 5 0-SM PH,', 1-115 A2-SD S, H HG U7 `h`_'Sr_'h7 In HGU7, 215-Sois Faclsirnlnurtt hang are 5AD id'and heights r"aging Insist 5=3fWto 13-1l ' I 10 PA118, PAT23 PAI26, RAW's Strap -style pu rhin all hor a It,$IJ:rj. inSSU28. LSSU210 Ught SopeabileTSklicrinble I� 111-irl HHr,L1P,Dl ,IS I F- �17 i - �_. E , ­j;�7 F �;a,sa narg� Fir � ­ _ � ap'larrive [�a.-Iger5a�o�at��e;nwct.sf-fm�jr,,c'iom, 1-9116,11ii I 11 STHWO STHrDiOl Strarp,styke hold-dricir 9 TEIF4, TBEli Truss SiRil Enhinicor G PH,�5;2-6,2 HHL[SiS-Z HHUS'2`10-2, HHUS46, HHU548, HHUS410, HHUS5,5010 Face-niount hangers . - - � - a rang � 11 a md Thing his l Sing fiesia 3 3-71`1 di to 15" Conce,ailift:1 ge 12 STHD1 4. ETHEY 4RJ StraleatiTle hold-dol 10 T[324:7C26 TC28 Truss 01p In NUS7 2ST'Ci I ­,rnen (H LIGTF) avajilatte Air ail rinodel havingtrieft equal 0, or Tl THIAl THAPIS, THAZI 8, THA21%2, THA222.2, rHA413, THA418, THAl THA422, Adjustatia, Truse Haqirir 7 KiUyl, HSILL, HSLIRC, HSlJLC solve Nvigara, Skirivil facel-rinautir hangers rlyzilable, inwAthe ,l tna--tr a- - gzleaterlhan2l-iil . . TIHAC422. ii-qA426. THA4ZZ-2,1 14A426-2 'a ta E ')U' and heights rar,gl fiam 4-3147to 15-3l I � a I , Fa � ai� 'tan i­� Trip Flarills, hill availl It vAdth. innegling frol I -01e, In 7- 12 In THA11 81,Q2, I'HAP,M22, 1HAI2 I =,, THA1.222 IHAW2, THAJ3522, Hil , ad fl I.,11rish, ,,, T Adjus" russ Hal Sizi. L , t Con-le-d flange versl fai HSULC) available I- - A . i -- ` F33- -rind ho�gltrtl ra-rilling from 54VAY to 2il I3, 7HIll THARi SkervccI 7rus* Hanger � . dol 2Xand 4Xrnodels, orthracine"e, is conciliar � i � 11 I � I_lilllrc�­, �' 1!i, Nar -,-a- Tlp Nuril hangrif-s available P vAdih., ranging fican I -Will to 7- �, � 14 Tri4y,25, LT--fJAz5, LTHWA Mulaplir rrwaiio� T-kimile 5 8 I I'[ U:N, 1� IYU2% Ili 421 0, IT ITITJT�,�-,�, 1-111iii5 cl 11-11I Face-rinol oargers -;" and Tr6mits rangling ftern 5.3i'l 57' , � I I 15 - , I 26 -)-`-SI7,,,r, TAX , Tl,il 711,11,42-4,SSS!, THJM2 5, Multiple TTus5 Hangers r4 l I -I' J(', 5el hTilrignIF ' 0 q, 7 r-acL-mr�Ljr�!itnnger-�?-.�ai!aW:,i,.i%vr-qhsrang'.Vgff�Dml- , ` tc - -],-,,i IT - , C� , -_�, e� -r_,nqF_,a - T�p,angie itargers available In wicifisranging from 1-911i 3- Truss 15;acalr�Rtr�traiiht Ic" and beights rar-akne. from Ssil- 1-4-1)4'- Cianceaf �-` 11 ­E--.n� - 5fe'vrrd he'�g4tsrang�ngftomg-ItB"toldr, ,- I . 117 VPA2, Viol VPA3, VIPASS, LPA4 Variable P�tnh Connedam � varesiblil-I-fill availarciers-ail arillid ". havirVirodta eql �.l .1 L, j i- _- �� � "I se; �_ - �)ar I � e,� � - - , 0rr'.;RV-_ hangers available in width &I -She and heights IS VIll I Valley Tru as T.',*1P . greater trian 2-ql 6". 1 rms-r ll frcim, 5-3ill ID 7­1 W 1 I jr) , _,�j I " dUC011 SI,Ii-,SD$ H1,10'.12ID-2-SOS. PILSQ2.0_3-1 W,UCQr,11l HLJ,74�, 'T"Ti � - I croe-im-urirlit hangere Wo . �;___A --a-11 fl­iz�-�= � ��, I pt",ttte�,arig--F���,,YaUbl�-nV.l�dh-�'fl-StWar,dfeUht6 - SD'-,', HI-100410S,"DS, HIUCQ411-2-Si yrUC-,Q&25t13-SDSi iU0Q5_­_V114,;SS, HUC,QA6',0- I .. " j from il l to 1 3, 111,81t, ran"In I . St.PrIll HUCCI_�, 2 Stab I . � J- I . . : . I i . I MA :, . 1 � A 1 2 2023 , 1. ,: Simpson Strong -Tie 2020 FBC Approved Products Ushered A '_jStr2q210 Simpson Strong -Tie 2020 FBC Approved Products Updavot 1, V71M202.0 EM= Simpson Strong -Tie 2020 FBC Approved Products UlacattiC _X_.j_.-:iA�_'1 I I ; I I i Sim poion Stril ihe 20a) FBC App rovec Products V­ / � Virtual Review Assist, in Plan 4'4vie*�tftl] leted I � . . r­ll� � � " W P�v&e,tf��k%�otJt�'ST,oK,ro,�49s�[%Wdboicr,,d,�l.��l'j����:�!l�'.L�g: � R rar�*-.�l�k.��ogl,'zP,T,x,vrov-dD§*zd,lelo,e -,Ln"Uij1 Fol all Inks Is ell,881ircistrovd. PsP,J trinict -, �saiFaaassaism i __ 'alicTli"41P­:z�"f �jcc,i-y! fSr6l1is_._, � 1 and a for com proved .1 IF;'l , I , -L I - __ I � -13T ,�6 - , ��_ , - I � , i',.,­,TZc�NWm,,n,, randiicii '6rl�:��ir,i;,L:�,v-�k,�,cA���,,r� Pliance with the 2820 FBI I th Fix addricared icksmismarl relpardleg ilorlda's StrifewDePio.WflAiticonli 4yerairr and liffticir-Caide', ;aima 'I `W."N N,U,, ciAticirprance nrlc-i%� 'I'A'ai�i, � a;W I- Pis ProducTrippraval:15-Ssiern and Mam-Ude CaInty Notice Far arldho, darmccan raganifing Flandial Stmlew of Auter.-ir: - ice :T]l si� lj�M -1h �orOil , Fa addirarnill information ill AilirbiE � S ritz,vide il= ,diret Appronall --y-terr, al romi-inade C-xvitig __ ­ Nal or Accootance JNQA� ,_zjhi_rl _,&,E, � - ,_ ,�'_'­�rjj�r,,�ri �� i,,",J�,�, ?jf4,, _1,rx o!13, 7FOrrini�iai= il ah',Ar�ii:�,­ ,j � 7 I --------, - ) .1 NirJ,I. dMeeptanne r'll �Q�Il��D.,tzu. I ... n_I_ . - ­WY_tM1"r&_"rre .1 Edition , � 0 . r - __11 I Klahr PX23 21 US series harigers Top Mrtqe Thoigins available in,hidth of 1-WIl an�l lislights, EvalIM115 i S, S-11-6VI St, �LSVISI, ,EWLD1,12,06, 54LEVZZil, SlLBVZ,�W, Sin-SV161l SALEhl -2 l 19ange -kollst Haripi � �, I - 1-1E] -Xi, A L9 i il a Anchol ixxo�eler rangal trorn, 6 .3,18" to I & I 0' _ SA-BV3, Elp SILS11:3.52 SILRTil STI-BIM 12, Sil-BirW2S, Sr_BV4_7,5, SiIl a-C 0 I a�-­--�,-a,� �]� (arr�_" sl`_�!L_a�S`,� _��24a;S'l - � �R,fy _%14r2l,ne�jl�l�!��A�TC,'�Oilt)�r��,01'1�Ir.'�,0�O�.WVI�abkinrarbir[n R � 1 I -_1 LU,AZ aeries harraters TopWnge hangers available inreledth ofl-Sl and heynts JW Pro door blo0j_ftUMkff_qLft= EM9MA2=110102 1h Sil L S�'[ � I T;:Q 1 T 4?� S,,,,,rl !14,:HTT4, I'l T ff,i Holdowns -�04 a -16 �_ilo�� I Alird Irypas, ad 3 , Iapdrils,m, Thadal � fail from O-ST1 T� to I 3-11il I RHUIS2103, HRUS21ill-4 Joint Hanger 2,T) SaUS7SIii, S�Twrrrl Simple 118 '.1111 DO, gzil 1 7 - isrl! 1'i -_ , ir--lir ­-Til-1vi�, rpfi-,U,z�S 7-1C llri','��'�, jlj'-� �-a�� 714f '- �a��i','ri 1 �T,LLA HD Pill Du-r .5anicyrincho, r-,r(concareer ,end ralecal � 23 LEQ3:, LE35. Li series, hangers Tophangetraingers available Tnv*jths rengthilisrom 3-IM!'1100,- 2 hR15e, flTRS8, HR512 Stap-gles 211 51PIli 5PT3 Stu d Pla to T Is* . ,ii-svilistrovAh box T�s�d In r�ahroihr or,rai arid Type,, 304 and, Zflo � , 7 , 18� and Irl late ra nging fil g" to 3 3-11 r2'. 3 I[­IUCQ:MC-2-SCS, HIX,02103-SES, AXQ340 SDS Jewrt Hanger 22 S , S 0. CS: R T S P Ecirt it Pb te T Ieg i �,TiriF;nilss ersel rif r?vIii coul,itersi.ink Irmally 91L carbon steel end 3 24 MEG S, iyly�?W sertes It migers Top neinge hangers available in vedths ranging harin 5 1 Pv'to 8- 4 TI-K-,82, TH47,63, TliG81-12, "I HI33SH3, THGEI I I Jil Hanger 23 STC 0 ILC liters Clip . I 1 I ii��ll! 'ile gainfers'. ­'hee� U) "I � 78" and heights; ranging from 9" to 332-10' � THI302 TRDS3, THG03_Sr;i$4, 5 THGCH2-St)$Sl 7HGC)�lS_exrN*4.5, THC,("_,,H4-ADSc; -Ini-Or Hanger �',14 7SE22 - . rues Bl Ciagul t , I 'L -t- --�� , -,­_f, jpter-ftlr-�','704'�-� 17,117,3("�3-IT,­ � ., ­ tzc ­ 'i I T4au I ri -I � c*ad Rod 0c,imlerfur cz,,linctotic � I - z5 MIT series hangers Top riangre hanqer-. givatatne -in vonims rangina Rcm I -Dill 9' ,I _ _ to 6 TH'Glilll $, "IT-IUM, i34 IHQI/104-�� fHQW4A Jo#eil hanger 25 FIcil Tl Jack ,Ciarrinil - I ten _ inte I- �, ­� �'. ­� - r -ta­c, i-i _'a2��J­ I �r I jl�_ ­ " _��R_' �l - � � � - ; - - _n; , ­" � 'giaipi � r,:,4 ­ � ­ , , I , fr,��t�IIU-,hre�We,il-',Od[-t,�4siger*ar�4,n,Q,Fete L. ITIll'and heights ranging from 9-1)4" to 24' 1 - 'RT-r. -1 I- ' - - I __CZ�'_� -!=a- , i , � �� r I �� � 26 PF� PIl -FL)IS PFUSS,.krjea�r hangrais Topilangis hangers available in vadth ofil-Q116"and heights .�u I - ihkwj�e �� !�,,W ,rl,v,I�,.ja.*-All Anchor ­r,.s masimin, miging frarl to 7-1ild' FLIMJ473-lei 1`11-Siligil __ I (D: 117 26 PR rAll aortas orniers, Ridge Trattler connector Topfillngle hangers vvairnniiD in sIvil nuiging from 1-9/16l _ - Se # _2_ Frgdlj!A N2dW, Near il or Nigg erardl 2MnI2 _ .plin �,�# Prieductlilcidel.Nunil Nevid, Product DessmirrykIn EL#1 -6no-Re i I i , � 'IT18"and heights rairrging !6'P­V4`to3Z`. I DETIAT 20 Double Embv,qJvr1 TrLiliss Anann, 1 0WW 62�,Srliilll CCV44 62 SUSKY3,1,X�nyl SIOSIpiDS, CSYCIA-5 6'-1-Sr.S3 Maseruy Print Cap'i I .0 ; 2 3 R37R. KURK., FUTRITAR" H I A- H 1, Ids. " I 6- 1 pit 6-2s (�,4rrrer Revofft Arichor Hail Tic; F , T - ' dC,T0M4 5,2-SOSG. Cr� I QW15. 154.) SIDSID, CCONO i 62�S20G I CCCQiflitil ,,-,DCG, " GQCQ Ill 111V_1$x411 I 41fa_* � I FriTislil flUldril- ll 4 F 2 s� F-Inings 2g&1;tIyWSn ,"'. ,h,�p jig,_Shern Tifil'alicryk Adhl lot conerete or masonry _ it ELEMM 4 E HEETA12, HFTA16. HETA20, HETAr24 HETA,40 . ad Tru.,.,s An,,,i,cr Erathil � _r - J E­CGLeXl Il G�Klf, ECCLQUA T32',Gi,KT � KIC Lt' IS 5 - 154G rK F, Er,,,,,(. 1LOMW R,',('7 .KF, - Maral y Par C,gc& 1 , 1 � Fl-1 F'­11P E$�cl Adiflosive fix irrialsil ' � I F= '5 H 1�_, AzL1 2. "ETAL I 6� H ETAL20 - ll a b-,d d c-S - I i I, t,s A a � � 1, I ri I F 3-Kl, F_C( LRQMQ3A-,-IG J, EC - E-iXLLQ?i11U4.6S3­k7I, ECCLLhiME) _5K � _ ,-k ,r_,_frfiIlaL)4S2f, - 7 I 1��_ ,I vi� __ ­ SE7 XP [Argh-Strangth EpLny Adtol for masall - z jW I EMgil tLadri U M W kgr oE WMWI ASA.44- Aa.illl AIRA46, ABA46R, ABAS6. AEAWy N949Z WasugWa Adjusitalble Rosa Base 0 7 HGAM10. HMO HHEITA16 HHETAX, HHETA24, HHETAAU Masonry ratroft con,neccer; He,wy Ern hedttvd I rijus,ir, I il� Vhor 43, K T', EC�- LRQ fil -50G-KT ig(nPil �,� HG,,iaA!�r50i HGUN47.l HGUM,, 25, I­G Oil SO I III, FIVY Niao0ill Y rlkaricrna, 11 I - � F �'lvrrrr�":-�-_,l � 0��! l , lr1r.1 � t­r � - t_­ Sixnq-802 *eoiles Aneirci toy insasorry rt�ri I,'-, Sca-ew Atichrit for Co,mrishe I i � = , el N %4J 2 AEl A311,144R, AS�U46, A13U46R, AEU5,5, ABU5-6, ASUl ARUl AEHWR, ASUIDS, Adj,islabira Poin bast, 8 LST."'L L(.;T3-SO52 15, l 1ST4,13C)S3 Girder 141theram 4 , , Lt,l.'N1[',_,`il LGI1,1026-3 LGU'1M'l r-CilHily�aII-2 LCLIMaill-A, L'i"Ur,12y-4, U31,10,12110-Z Masorrili RairritHarigna, (� ! � ; N,�ri -,: 7 �Il, �- T­,*,,,­�, _H- ,--:,,-, n,'7 7-1 [ r-,�-,�iTr­l�<;�, ril HD Hwvy-L),,9y ScreN,,, Anchor forcontrans available in 304 ^ 1% W AL�KJ Ml AUU-1 31 0 AFAii 01 OR All 21Z ARIJI 212R 9 I TAZ Laterm-Irl Anchor, LCUKQ'il LGLIFRA210-4, U-1-Mile 1,Vilisl �-GII-0,41U I I I �,,r�-I'�Gst:�3iR�iess,%tr,--Iv^?iex head, and 316 stairl steel w0i = 3 A.Blyli ABW44RZ. kM46Z, AIRVIll ASTIPil AEl.W_oZ AMIl Adjuetbit, Poo, Rare it) IME]i T " SET All 6, M F-Tc, I 8, lirl ail FT r24 KIFTA40 Embedded 7 il Anchl 5, 41 "� A3, 12S 25, at 61H A3 I 2i'l 1 � 25. TORH A 3 531- 25� IM BIA3 56TI)l NIS H A3, 5aal 1 2.15 IT46HASERMIT AS, $01UHArIbS1,4� Pillir-Wi,5WIC NISHA3.58AS. METHAS.�,()T`7,25, Marsorill Flarroar floakrin Harpars, I 1 7' 7 ri :r T IT) countersl haill 74-rqi Tudxi SI-,rmo fbir .: W 4 A04, AC4R, AC154, AC 0, ACOR, ACE(I PbM C a p 11 hASTAITal rl',STAWS, TTISTC1140, K4S1Tr:1lNI04T S ,tr ap Tie rIn Masoury foii � �i:!X i �7 /1,rchor nuncirel or masonra - 5 BC4� BCo5, Bl BCD, BCK SCS, ffcSZ­2,4� 13CZ-2-311'r-, Post Cap 12 UTW16,M]'SM20. )-l"I'Dil HTS0,120 1"Restt Strap For Mas-wiry lit i i j A 5 � R 0 i rR 2 5 � NT 8 I - i A: Ill 5a, i 1 2 5, [AS I A S i901 r­i I � al NTSH AS - 1, Qv 1 4, N I 8 T - I A 5.5W 8, � 1 'I - 6 C844, --WJr C"l l C805 Einhodded Colunin Base 1,148l 5W 8 � M T CBSQ44r50$Z CWJ46-SDS2, CBMRI-SDSZ C13SO86-SCITS2, C[igaQW$US2 Embedded Colurn a Base 6 j 't Ij? 7, _ TITIL "r fldlH%j3,,,,,j0­ Zia ",I 1 25. al6t4ija c V, 'A - . jSjj T �ll PEHI.11 4, 108H ja.50 6, 1 '_�E,� I-fulssrill -. Masion,FY l3earlp "anall - I fr_#I�j,917-R�� " -r > I 11 CC, Fcc, 17CV-1 Series, coked column caps, with Ill ral ing horn �sl U!" to -1-1-1 r2r and iAQ1 rarriging hill 3-518"to, 7will ELM M814U3 56fl 8, slPrTnU5c,__'rQ 2�', hil rja 5l ll F-B NAW hiSSOM 4, MBHUU`Taj16, IABHU55008 I 1 I 1jtLX r jw,,,Tr,irtij,MtT raLlil,PaM �:� ,rit Sli [I r2AUQUL rt P_ tpdmm Cz ­ 0 9 coo-siPS2.5, F,ccol series Screrved oolurl caps with'W1 ranging Train 1-114'lofq�S'21` and )AT2, rang" from 3-R5 ... to 7-,IrZ' jt2j I I'll, P_rol , Mir r or i Z ergiggsirplIly.s.-rigil2a Oeck Tension Tie I I I I I X'?"I ii: $0 41 1�-�,( )r�,� 1,11c, X I P-1 -1- ,4�< X�,I ".1,11i'l �,,, Tkii�,l R! t", � 6� 4K 4 il S 'll rig 41 1 V 0 X Moral Soril i Ill! � I D, Tapping ScreA's rath te DO! r1oll I > ,_ 0- 10 CPT-44Z� GPTlW CPTS8Z Conrehilled Post Tie Par so 2 H012, H019 Bolted Holdol 5=20_9 " i � ,ze ,ililil � 1r, , L-I'C 11 ,11 1,41F 12� ,T -2K , 4'2-24 Stron2-0mv,c XL Lavqat4lrad Metal See-Drilill Tapping 0- 11 12 EPEA41A, EPS44, EP54451, EF556 EP647� Eirritiaddliall Pal Base Embedded Post Szoo, 3 4 HME3 Hceei TII HOW HTT4, t-q75, 475-3,14 gloasal Hofdo�imc 7onslinn Tms _ §��q 9 Pinniurt Macda�. NumW or Nairl Product QS256ption - i I �,�� � , , I Y,11;10114'.'�12224 Xilll�Wd,r. � T 'P'� � _23< ` ,an il vrv�r 45 Dfri l arid Large DisimaTim Hex Washer Head 4 1 ,'?�,Tr,t Stiong-DiriveXY ModiurrilrHeodMeml 30-10raling, 0 < 13 LC1344, LCW5 Embedded Coluil Base 5 Ill LTTS)S, LTIT51 LightTensliont res I SOVV-_-r,:,,rIj, SmS34S, Suvsl SaiAll SEYTAI`22500, 5DW22600, SUAl Sn1W2s1U Strong-EimeSlic"Aitsk'Fr-PLY ard-IRLISS-PLYScrevile 1 A "X � �, I I I � I I � I I I I il: I ".2 � 2 ! � ` K X I ' .1 S I ZA 'AT', ; r 1 22 1212 4. Xr� 1 L' r � � I -, 14 - 2 K I apairrq,S�jrtswmivil 46 LIM Petra and issafirl Demeter ill hl � 1' �" 4 ly I aI n X Metal Salf-E,rihing, Tarpoing Sr,neval,ilifth Ill T" " � _11iiiiiial' 14 LPC4Z,LPCOZ Lydr Poor Gar I � is 1-1 I ,Lr, _� _: _'Ir�.� � ­, - _2 � S �D'ri V - ei Iiirm Pc4ri � Is 1% III-0 Is I vC Mml MPBW, MIDW7 PF-44, PEn14Ri PS46. Plell Ply0fe! Moment Past ease Entlysidded Past Base ELM S20.-.g 2 ,'3 SOWC15,15"I SOVVC1,96001 $01411,11D30l _10WHIGAWDR $0WHILOD)LIS, SUSTHrIIII300CE, SUAWHIWOOO-CE. S-irarig - D r le, S EWC 7 R S8 Sc I ew Sitiong-Dirwo aTVlaM 1IM2ER--HEX$crew , :, X U,';A S I 1, 1 1 �, X,3 4 6 � f,'l -1ri a K #q I 10 I b lialonq -Or] v 0 XU Narbal Set. D "T I Itrij, Topping Spreas; Vieth 0. =3 17 PSS44A, PUSU, PBW5 . Erntedded Post Base 4 S1D'WIa04LWJGj S1)WHi27I%TJlDi SIDTATT-12701(X93 SWVH2'I`IQW.3 slUeria=Q712"011 4-itharg-DirwaSEWH 7100BER-114EX HOG Screw I Tili Lill Ficiritt _0 is 19 PBY01 Pil PC44,18 PCiiijill1b, PC46-IT'S PCIM15, F`036_16� UPC44-1tyrr"C'e-10, EPIC4845, Round Post Bass, Pas', Cap &gjj 1 ErIgUZ &ji Num r or R so S&"� -24,S57TSl S91y,S) ralw-UUME112a SS Anchor Bats I !�i 6 SWill yA)y`Vri16JT)1i 8,'.s,T*,G16Jr1Z SS,NS-16400 . 80111AASIV1800, SIOVVII.Ililiil��rr TaSirliSC2241ST'SlaccS S�'- :2 51 _�_� ZIhisil 2-:yol STIong-Url Sicill FKAMING Screw a Sliming-Du,ve SUWS TIMBER Screw (Interior Grade) I 0. AO-% %-00 E", 4 1 0, r-PC605-1 6 2 5SP,,I6,SSr81SS Sl-',I,S��,-FE28,SSIS31�,SSVB�.'03,SSTS16L,-'��STE-IOL,SSI"B24Lr SSTB Anchor Baits , SUWI"S:'�'�800 4 RIOW"'_'7'�`PI 01�)� S CTASRIZ' DD) I `S�irceil I xL S OVJS221 1,00. SOWS'--- I SW F L ailif _-_S-_l L.- 20 P--4?,, PC4RZ�,"Z, P,-,6!RZ, PCSZ, Pr_SyRZ EIRC4Z, ERC4RZ, EPOl EPCRRZ� "CSZ, Post C a p $_QTR28L 7 SaWS2_2300OR qUIA'S2240009 SU1WS;1,W,1UiF SOrIATS226i SIDW15278GODB, Sir org-Drilir a SPc'VS TIMBE R Sefe,v '�Exlhirlor 3male) . .9 ^ LA_ FFRARZ SlEtWV2210DIT)l AW" I EM duct D2 io,. ritualmar Or 1%, al � 21mgmat 9=42= <Q 2 I PRIP44-42, FFIa44_bz Pont Base Z 4 DWS22,512068 S DA*S�Zlai 1 2 0 VS � S L actoaar iscoems Sirl ,ilv'V000 �xrew 1 I ,- �� Gsnian4z � E� �In:7�_ ri �_`S , i1i�_ _)SHS --- -_ � - E�Tll F r�ArnNntj,.;)ri�l!itrutf!,�,rine<,I,i>T � a) 22 ' R PE1Z Risonft Post case. Flaill __n � ai S.D 30081S, solAOS1271p.11011D , sms'-T7t,01,SS, 1--Diii'81,76DOSS, SUIll 0,05 , yk IS Soong -Drive ir,E)IINFISTIMBER SS Screw �r I - 1 laa�43�", i7CE01-5, ��P._,__ � - -1 - � _-, 1­�R,114i�_F,, Pl-�8,4' I ��I __`LK-ASI, Byli,,v,s Frantring Fail Connemor U) S1)'.1,r_�927'1Q0Ql SDkM�',271 RCCD_� '�tLv�:q,�Orrv@F,C�'�,,�',,':EOLE---C,-R,Tt-I � ; ,�: i �­,rl",­,_ � � ­1 . -__r � -�: 4 � ­ D �,-��. I C I � � �PV,Sr %,jZ21!""13� ­S[)Z4lT31(T'1I1 raK ',P1-!, ILPW�'---,­'��l �v I 1, ­IaHi�[_�?49!'�- 1 t�S` SO Fia 4�i�.I.�Saiiid#12,14CIrnng�t)FiveFPti, 3riing4o,CFSSe1f­ 1_'M!�Inrt, Tale-C-11114 Sirrowei -JL---M I . M ANIX Pro4u(__,tN*do1 NuirryierierName _ Product C.4jorlp1lon io SOI.W13400 . nal I EM229LU i . I- iii, T 1 2 4 a Ml I A � C M SSTC -1 -3 C 8 1 4 C S I 6, l I & C iS2 0, C S22 _2 , cow'' stril 11 3-Till Clita-ror Accents Hiar'Head lovall � 4 l -1, i ,�:_P,' 14 "'7lr � c��"Il ", ';C�-_"! _��" '�'F"__�' ,`�`, ­­ Z� I - "r -, �, Spril Frarlung Cori necasir r � ,a ilk fftf% 2 F H H RS& Hlil hl 2 F HAS. al JAR, FHAl2, �V)l Ft,aald. FHA30, MST125, 11,15vial Sarips 97 riii (12 tj A) - " � I , L._ � - I�S��d ­�,� , l�j­­�� ,.­ Q ­­� ,". ,, --,,� _­ � ,nS-a ­ p , r., _ :�E , rir��rt. �ii M� �& , " - 1. _!, - I 11 _4 _ �� �i - -­ - - Lp a� alShinicart'lleiial LIl Sal I EL29W 14292L UUMIM z Un FJk. FSA EL91W Dag-d9tLM Fousdal Anchor Z IIAST148; MSTIN. Ii S(IMST27 Silli . &MILST4E Pirr,516�HT--20�t4T,'�2r4,14TS25 -IT57,01�HTS30C Heavy "il Tiqheras FLA45M i 1i - � N ss�_, _-KW, �' &�il 2 -1ratLL I--,. �n,­- ­ L.,ir- � a ­ais - F i, � ,Crr,,r � - , � li(,"�,�,�Vf, l �; � L � �ar � L­. - ­ "r, . ,.- rorr�o, Krul* Wan GIrraremor = : ­0 il 2 FRFP Flat Rerml Siundirtion Plam 4 t STk9O, I.STA-00, I STK95 1.87173 iyl'�Ttys MSTr V1, Ll VISTA18, MISTIA21, MSTA24 - . -1 � Silraper 4'4 iritl frVS ca), i 7 . ,, - - P " - Sl : ­ 'a �r4,5, 5. 3'S,L7 S ��::R,IP !', P,-�&J'i r, �,':�iTC,r,,Ir,,� 1, N,4,�r,'i',4,47 '� Ryp,�,.,e Framing Side-CI4, Coarrel 0- 3 � Q11-14l S"'416-8, Clril,&6, 0�148-1 T�Hitl U-61 r-'H"1D­gr niilyi _�HrIfll SHI�e_flI, CiHon- S, r. i­461 Ort� G T I 6,1 0 S Cinder Hanal 5 Ill LSTA9F LSTA12, L,q:rA!5, LSTAI 5, 1,51A2111 � LSTAS4, 5T292, Si=2=122. t-21 I -1 S�l - LSISH3 r,. Still MSUBH1�25 1, SM ap-� ,33 irml IL'20 ll Bringing Ca'nFreator -5N 11 ip-go.duaL .109 l Number or Ni Ail I `r' 'A Z_ 1 A'-ar'L AS I ll Filmllill Dmirlutdill - 8 j7a L Ti i) r s P IR Tea I � I ii� - i "I � 1�,!,�Ir � - �� rrii . ­­ af=�j ­ �-," I A SUS52-5-i ,is � , , ��:�� - �_- - _1 ', � ­ � - - - .r: r � ; - _�,a " 13�ji,rl I ramingConriwl - ` i_jii­a_,Y­7iSejj L-jdsi,','ljp CallneCitalf . ammapmomp Ar 11% . %U011111" i F__ 4 5 GLESA, Ul GLS5C, GLEeD GrLWA. GLEWE, 31.117-C, GLi 3I_BT612,G8LTS12, OLAT518, GPLT616, ('31-ST5220, GELTi Grithan, Seuraig Plays Sucre Tleclinriq Show , � � A, LTP5 Ill LPS16 LT4618 I-TSV220 LwteraI Tie Fliata, Light TritSt Strare - 2 3 AS SrHrS AS-20 SY Tria.14ill S44�iigth, T,�Iiiar Plate - 20 he Tanis lil " i i;� ,I I : )�,:�;� _a �_i%, � Ir _. in!��. � �_ r,�-,, _"13._,5 1z c _­ , -1 ­� �� � z; �_ - �_ - � - 5 I 15,W1.1 jil Con recloors, r,,rT&4,s F ram hig Fifide-alis Shl call riector, 0 L ... fl, 14GLEA. -101LISS VKX8l HOL60 HearyGiriant Vearing Paile 9 STtIS IMSIAX VISTAX %�'JE, ST6224� Silly, S[1-1, �5Tll S1 22, Wrl_-25. MSriS*,. WSTC-52 sial 54 rniij 0 E- g a) 4 , ,4,4­4�1 ,bi Ir singe Pkirys Lot Tievict - -1 - I L - . 'r'L-- � i3l[OW. ��, � ni, sja�­ � ,zI 4 14 S'*,n_q-LDl AliSH '7A oulthireat Sisff�Wftrl Tapping ' M 7 I YGT -2� HGT-S, W774 Heavy Girchar T"Isdown 10 ISTS-1 Cca III. �_ - _ ,4 Ta�k , MeTC's __38 b--ar:e(581,nl(,I4ga- I Sail " UJ - c- a :UFP1O­rSS_5,,'3 Urdoonall Foundation P"Imp 11 IS Tsrz' irs"ST 0, uITS"S TSTT:*0 Ni liri 74C, M.T5,15PC Med L.'" T Wist Slimes I � I � - . , -, ,I 'i -, -, " Nr(�, -r 1; C I ri -K,)Q l�­'-: k"IlPl��,L..-Iia-C y07,r,-I_-S 1i,_K,-,:r,,-,-224-'K rrLl,f ,,, : ­­ � -1 n�-��Ie Zl;1-14,an,--'#l'�,�24'�7,trcwq-MiweXMe.tal,.'�-�-Ddling. 73; = Universal Retropt roundatian Phats 12 SOB " �5D, "3VE1.81, a EL' Oii�'�, SWr 37", Slc� -1i 6, _�ig: 66, S� K� 1 _4 $'ibl S1134', 6Z 61154.C,65� ZS04,122, Weili_w, 5fis4,1fl, Vl Top Fluinge ,lostrIarraers. 1 I , I � r T X, � � �, � ,�, T i j � ` : � � , 7r 4, � �; 1 T I � i, I �' ' ' ' �'r -'. r �' V --- : 1 _F S 1 T, � 4 , _. - - , - �r r � �` 4 2 K, ,�,?, 4 F, 1 0 [I S j, � ( I �,41 �� 11 :r I h :r,I S 1'.r � ii-iKr' X i I . ',� 2 I 4i, X - I F. I 2 1 4, 3 ­1!K � I M, Til g Scril CL < W 1'�I� aSS2._12RI, !SSIl 0, SMA124 I Zri 2, SJSA2 12I14, tPBA4�16`6� EVEA4.18110, Top Flange JoM: Hangers &qj _L _% PW&A NggjjjjllMbtE&, gil,m Qili Isin Em"z - .L - I = --i I - ,:j6-A4.1&12, ,ATgTA4.15i`14 I ET-14P Adfieswe Anil Ill lrzf�ocr�- I I = 14 SIP 1 A Humearia, I To 2 � G A. C, G 0 P. G U I Fe - 5 C GO P N 1 � S � G C i 4 aIly! - ,,, Q 0, I _,, C � l $, G W -5 0, G W - 7 .5. IW i - I I � U. r, T H PiNie"41P4, PT)PAll fSs%-sm�aasdr Ma-m-neis and ansonitilw*_ lasitercis, I < 15 it) Sill Das, vrquailli Star, 1. ms siv riort, s�­l Oi ss, WHO , sn LMDU4, SPHOLO, SiWl Still I Holijrn�,:,r,�, Hokdcnvri�l eml Mail PDPA�ll P SPAT, I PAT, K, ii`40W, 10 4WIR, � PIDIPMAIL-411l PSWn. PSVLS-K P-LOPA, PECLnPA, PTRI-lil RTIal Powirteraiictuaill inwelided studs, arid Psl _i� i I _j .- 9� I SticT, 944acT joist Hangem 4 'S'ET aG rircihess� A n0or her mil I j n I I I SHEET NO. I I _________L_ March 6, 2023 ��__l IN PA I 0% ----I NJ ------------- C/) XELAM-DADE COUN-TY PGT Indusnies. Inc. > 73 �T PRO1aVCTCaN=OL SECTION ECU Wmrrie% lu. 0 0 11905 SW 16 S IeK, poom 209 NOTICE OF ACCEPTAYC'E: EVIDENCE SUB-N11TTED ALE=-D -0 DEPARTNIENTOF RECITLATORYAND ECONO W-C RESOURCES (RER) M=m Flanda BOAMAND C ODE AD,N'LL%IS'TRATION'D)ni7SIO-V NOTICE OF ACCEPTANCE: EVIDENC I SUBX[ITTED (3) XOTIC"'E'10F ACCEPTANCE (�NOA) L Etidenice subirditted, under previous _N O,A d :4- 25 A, DRAAVV�GS B. TESTS (condutted'r _0 F) lllilld. 1, Resources (RER' a) -0 0 PGT Industries. Int. I 070'Techuolo g'y Drive. L Manufactiuve's die drawingsandsectioms, 5. TW report on D Air Irififtraticui Test. per FB1,_'l[AS 202-94 (D 0 X or th 1'eWce. FL U27 nnder�\'0_4.Vv,, 04) Uniform Static Air Pressure Test- per FBC- TAS 20-1-94 L IXT 'L' IV A, L 1-K TRTIF!f'�-�l 0 LL_ SCOPE: Draiving No.1ID-5570.0- fitled -A."tnA Sliding Glass Dm-,r NOA sheets, 1 Water Resistance Test. per FBC. TAS 202-94. 10� ­CCPPT�l 4 Issiled 1 1 3 Exlmsvm Lasifted for their C) :z,-- This INOA is beinginsued under the applicablerullels and replatim g*vemingthe useof construction materials. The --I- flirolu - gh 2 1 o f -11. prepared bry winuf acturer. dat ed, 10 �D with reiision, A datted 41 Large Missile Impact Test pc- FBC� TAS 201-94 w " - - 111 -�­o toi Lin iu;i li- f r �Ala, lows and Doors7. dated 0943A5. I We Ki, PV( L_ 10 M C) > U) -0 E 0 documeatatton. submitted hm been re�l iewed and accleplled by khami-Dade Coutift RER Jvradw t Control Section to 911 04;6717. st ed -od sealed by A, L,-ymn Miller- P.E_ 5) Cychc Wind Pressure LoadiAg FBC. TAS 203-94 t- ��.pffmg on 3, 1 0, 2 CD %--- I- be wed = Miami Dade Coucty aW other ue;I�whtre allowted by the Authom Awingh=A--clim (AM). 6) Foxed Elury Test- per FBC_ T-kS202-94 d , I rn E-x-trusion Luaired for their ­VE This NOA shall not be %7 after the expratton date statedbell The Nliami-Dade Counry Product Control Sectica, B. TY-STS vara of 1 along witti rnarked-up draw, ings and installation diag. vitty, shd Ing, glass dm- ptr, 1('1011.1 1 im 2-ill and h�,IikrO Shliwl,�` , Mo-jd PVC Eveilior Extrusions for C/) < (An Nfiami, Dade ("lou and'orthe AJU (in areas other than Min= Dade County) reserve the right to Ila ve this L Test repol 1) Unifor. m St -at ic Air Pf eSsure 'Test, per FBC, TAS 202 'by Fenestration Testing Lab- Inic., Test Report No� FTL 854L9. d allod, 11 ��:06�,11 5 �, --signed at '�Vw A'llow and D41lll ev z rx4 '212Q:'11 the accepted Large ?V11s We Inipact''Test. per F B C� TA S 2 0 1 - 9�4 41 "I , siealeii,�111 1)", l I'd afiniso (W q al P, E (Test report revised tin 1-1,04'r IS and 01.1","I 11j'16) -0.2 1- ed :1­1�`Vsu�xi EXtrusum, Lumted for tL 1� iss _�%:Aoc 1; �Z� -�!,n heir 111spierid the use of suclt, product or tuterial withk their jurisdiction. RER, reserves, the right to revolll this 3) Cycliclk' d hesswile Loadiagpm FBC�T_AS 21(3­94 "in along with marked-W. dmwingsand Installation diagam ofvinyl sliding glass door, prepared 6, Test report oil 41 )f Air Infiltration Test, per FBC- TAS 202-94 2)TUmform Static Air Pressure Test- per FBC. TAS 20'21-94 L, id VC'Exteiior Extrusions foi, 'Brc-wivu lf� fatted ot L;irrunated) ="-hit(- RIO P (j�O�W 4,30ilq *cc ep tance. if it is determined by Mtami-Dade CowiyWoihic t Control Set non that ial f is to dtis produc or ml a& weet the requiteaunts of the appliclawe building col by Fenesq ration'Testing Lab, Inc Test Report No � TTL 8 17, d ated 12IJ 71 S_ signed and 3 lWat er Resistance Test � per FBC TAS 202-94. A N I 1. 4 "'1 5 LNN"ELT:1,GI Fenestration Soluttow USA, This product is. apprmvdas describedheiein and has been desimed to cow4*- with the Flonda Building Code. - 6 d 02241 sealed bvIdahnis Ortega. P.E_ t a report revised on 6-21551 an 4' Large Missile Impact Test per FBC. TA S 20 1 -94 7 fbf Thei�- T-A-N �o-40aud Lighter '�hades 1,Nf)a-N%1ite1 Rigid PVC Exterior the Hi& Velachyllufficane Zone, DEscmPTio=:\-.-sen-es -_9S7W2T770­ N-11arl Sliding Glass Dow (Reinfort*4) wilwo W- T; est C � TAS report on 1) -Air infl-l-ratiou T., est� per FB 0244 21) 'Uniform, Sitattic Ak Pressure Test. per FBC. TAS 202-94 2021 - 51) Cvchc Wtad Pressure Loadingper FBC, TAS 203-94 Lab---- prel Lct along withruarked-up drawnigs and mstallartun ah"_T= of 1,inyl slid* g a=- -NX -m - - U4N_ F_,;n asions A n -InCk and Doore� d- A e-xpjm on, 0-1,0 9 q- 1"-121 is:n� USA. 'Sliadp-s fl' J .UTROV-,kLDG=Cl3MN�Drav=gNo.-AM-5-5',T.ORerB, tided 'Tm�,A Shdml Glass Door NOA Oms 3)'Water Resistance Test, pe:r FBC. TAS -94 by Fenestration T Lab. Inc. - Test Report No- FTL 9451- dated 11'04.14 5- signed at- IfK- fix_n thh-c-LZ Br a itet Lilahrof Of a Ut oated Rigid PYC Exterior Cl I through2l of 2 1, preparedbyinawfacturer. dated l0l,05,4 5 and last rrkmed onMIt". signed anl4by 4) Large Nfissile Impact Tesi per FBC- TAS 201-94 sealed by Idalims Grte_ffl-� P� E� (Test report revised on'0-24 T u 11451-Aws ft,;rNN111do,%vs and Doo-' -i of) Xpiring On OV I A 20- ed A � L� M NUkr, P.E., bearing thelliami-Dade Count y-Product Control Rewsion stamp with tho, Notice, of' y Acceptance, sunbar and el�qiwation doe byrthelk%ami-Disie County Product Control-&-t. cuom 2 3 5) Cvch­ Wind Pfessure Loadrit per FBC� TAS -0 -94 rag 6) Forc led Entry Test er' C. TAS 202--94 FB 7, est re T port ou !) L46farm, Static Air Pressure Test, per FBC, TAS 202-94 2) Large Nfigstle Impact Tm per F-BIC TAS 20 1 -94 i;4 of cl�l AcCeD N 5 ed i t 'l GIFenestrationSolutions USA, nl_ Lai ,,I- Rigid P'N"(­.F�'� �Nff ri t ENn"115ittlis for NI"indows and Doors" dated Z - drawings diagIamof­,lurr1 door., Presmue Load ula FBC-_ TAS )63 10-1 �,l 21 M'iss�ELE ba-kcTRAm. 1G.. Large and Small3il Impact Relsi5tant 3104 with nurked-up -and tristallatioa sliding g1ass prepared .3_1Cvchc­Wind = 203-94 .7, e .1 " Limitations: g Lab- Inc.- Tes-1 Report No uL.-Fentgration Testin FTL 8546- iiated 1 LA)&I 5� signed arud along with n=ked-up drawings and installation diamm of 1? M-A sliding glass door prej_ �11 ev U t� "r 3) 7 3.11%), per AS Bil lq L See table I tsheetD aW table 2 (sheetj) forappkable SGD unit sam dessun pressural �-e�bvId-ilmisOrtegxP-E=i'Ti---TrVortreiisedmOl,�04 6 and Orl-412016,i - , blll Fenestration Testirm Lab. Inc.. Test Repint Nlo� FTL 66-M Oruvwles A -I thru, A-22)_ �Iaitoi 02-0- and lvT) ls,,,ued �)v EXCA7�.1`1� to list E. t f ce o I on X tusim or 11ul sic glass types. sill r.-er ( -tee tables B-1 & R-2. sheem- 7-8) and anchor layout sheets zertnivements in I I thru 16� 1 Rigid White nTC_ Tan (Non -white) Rigid PVC andrx-awn coated (Painted or la white P4 gid PVC to be I v Test report on 1) -Adr Infilff ation Test - per FB C. TA S _2 OU 2) Uniform Static Air Pressm Test, M FBC� TAS 202-0-4 11' 19/ 10 - siewd and s;aled by Jorge A � C auso. P � E. !Sirb it ftwd n is der A70-4 X, 42. 117- 010 7 04) awenal, �n&,Twue# und 0 �4 Nc � 11 Q7 11 Z labeled per referencetiNNOAls re4*ememl 3) Water &sistmce Test. per FBC. TAS _102-94 9 Tw report on 1) Air lafiltrarion Test. M FBB4%2-_ TAS 2-02-04 ot =A ceptanc, e N' o. 14 -0916, 1' NW�x�� - A - Ku; asay Amenca.. Inc- for thew 3. Egress operable, doors must complywith nun clear width or height per FBC requntment. as applicable. 4) Large Missile Impact Test per FBC_ INS 201-94 11 Uniform Static -Air Pressure Test- per FBC. TAS 202-P4 NA'Upi in- Vef- e% - 1 13 . 11". ;,-,wMg on ut /4VIT 5� 4. Pocket wells under -veparate approval to be telvievmd byBuddiAg official 5) Cychc Wind Pres. sure Loading per FBC- TAS 203-94 Water Resistance Til per FBC_ TAS 202-94, _Accepvm_,�i- `,'c4 10-ill -1 issued! 1.0 KurvayAnwrtll Inc. for their 1L.1BEI,rqG: Each unit shall bear a pemment ll with the manufacturee s name or lo nd series and FCL city. sate a 6) Forced Ewr� Test, FBC. TAS 202-94 Per 4� Large Missile Impact Test per FBC. TAS 201-94 _Tro4faU T'Imadi�ar,, ltar atid 04or PAT laulilavers expM. g on 07l followtaystatemem: "I"dium-Dode, along with narked-W, drawin s and installation diagm= of vinyl shl gi , tss, dooL, plr�ared= - Cvchc Wind Pressure Loadnigper FBC TAS 203-94 LU PIlli"AL of thii,NOA slitdlt�e considereld after alreseltval 91pphicaticto hissbeima filedand there has beenno 11 , by Fenestratiou'llesting Lab,, hic, � Test 'Report N o, FTL 8547, l 1 15 signed and 6.) Forced Entry Test. perFBC_ TAS 202-94, change in due applicahlebadding code negativeky afficting the peilcirmatIce, ofthis proftct- TER-NMATION-ofthii NOAwill occul the expiramm date or if'(hese hasbeen a re�;l or change in the slialed by IdaltaiisOrteAl R El (Te-st reji,on revised, Oil 0115 1 6� Test report cm 1) Air Infilurlation'Test, per FBC. TAS; 20LI-94 with marked -up drawings and bistal1lation dia rairt of timl slid ul gl2ss door. g; prep by Fenestration Testbq 1.9b. Ial Test Report No_FTL 6337 (iamples A-1 thru A-55), dattll�� "t �,Cll YBC- IkEthtiou (1014)and FBC-6*1didon Ix � t' '-I !,-'n _� i L I ed 04 7 -7p x d & sealed ty Miller. ?_E_ f L-VT..rj materials, ust. andicli manifictureof the pioductorpracew-Niisuse of thi,- NOA asaneudonemeat of anyproduct 2) Uniform Static Air Presstur Test per FBC- TAS 2021 -94 12 V6; 10. signed and sealed bv Joree A. C auso, P E t-Sit but ined nuder N0.4 _-M& 11- - 2*tnlem 1K tef S. T issued byr manufacturer. signed I for s-ales. a&vrtismg or any od*rputpose-r- shallautomatically*nninated3is, NIOA.Fadureto cotw1yurith anV 3) Water Resistance Test. per FBC. TAS 101-91 -11 01071 69) P.4 - - -- , '_ - fi, �V VVW j7- section of&-, NOAAudl because for tenniiiation andremoxal otNOA, 4) Lafge lvfisWie hvpact Tea pef FBC. DkS 201-94 ADX7ERTI.SF_Xl[E'_%'T. The NOAnumberlifecededby the words, -Nfiami-Dade Cousity� Florida and followed by the 5) Cwhc Wind Pressure Loading per FBC� TAS 203-94 CALCITATIONS 17 5 1 4. pued by IsILiq P expixationciatemavt>edispL,i3vdinadi-,elisinghtemure- IfanypoitionoftheNOA is displayed. then it sha U be 6) Forced Entry Test. - , per FBC. TAS 201-94 t Anchor -�wffkation calculitions and structural aaalyiis. complying with FBC-2014, done in its ectirety. all with masked -up dt--% and mstallation diagm of viff y! sliding glass dool preepxed prepareldbvPGT. dated ale� bv G, Lmprcl�no'.N. A copy of Ihi-.i entite NOA shall tivpvotided to the uset by the nuinnfamier crits disiribuilorsand Fenestration Testing Lab- fnc., Test Report Nlo� F171,8543 -dated 12.104-:15., signed and , - I . 10l,01 Aludiou t h1i lk-T P I Pilil itled a rt der ;VO. 4A a. 15 -12 N�,111:11" 15-1210-61 1�wao`d V1 Indtmtnes, for. Them Series pt for iwTtetice a,t thepoto siteat, thereqntestof the Building Official. sealed ky Idahuis Ortegk P. E_ (Test report revised an 0 1 �0416 mid 02/1 11 � 16'1 . In, on 04111114l"21,, Tbis� N0A I'll evises & reuens NOA 0110. 0429.05 and col oftlim, page I amd eMencepagesi E- 1. E-2. E-3. E-4. Ell 5 dlk'E-6 as wellas approval document trientioned Amv_ Thesukolutted documentation was reviewed by Isbaq L CUndal, P1. 1113q, 1. Chaml Bhaq L Chanda, PlEl Product control'utnt Eupenilor ProducrCantrol Unit Supl. ProducrControl Unit Supervisor NO.N.No. !I_0210ffij -OA N N No� 21-11l 1 -0 21 NOA No. 121-0M.0 Expiration Daret April 14.20!6 ExpirationDatt. Aprij,14.N12-6 Expir2tion Date- April 14. Expirmotiou Date- April 14,1026 Approval DawMirch 15,220.21 A 5. 0 1 pprevalDzte: X1xrchZ Approval Date! 11arelt 1,0F. -ch Approval Date- liar -4.2021 Paz# I E E MAY 12 023 PGTIndusl Inc. CQ Windows- and Doors: Inc. PGT Industries, Inc. VR/\ NOTICE OF ACCEPTANoCE: EX71DENCE WB-VrnTD -NOTICE OF ACCF-PT.kNCE: EVIDENCE SSUB-NUTTED NQM�E 0FA,!CLLPT.A_NCL: j;LMQ& 1; L17BMUIED Virtual Review Assist, Inc. 2. Evidence Subuidited under previous subudalal E'. 31ATERLOLL: CER,T]F K'ATIONS (continue) 3 NewEsidence Submitted Plans Review completed and appr e ov. \1 d for compliance with the 2020 FBC 7th Edi A. DKNATIN GSS (1881 BTU-irt'' �­ff--T� ASTNf F 1249 W%rTR-lPa,%. AST14 D3985 (Nygea-Pas � ASTNI E --I. DIUVWE�CSi by Debra Anne K(ahr PX2300 1. Drawing N-10- AID-5 5770. 0 R*rB- titled "Vinyl Sliding G"- Door NOA (LNIY shelln s, "1190 L(3� Durablility-No Fog -Pass. (Subyidned underprerlom X0_4 X�), 15_4409l 0-P Il Drawing No. _MD-5_57 0. 0 Rev & tit led -Viml Slid- as Glass Do -or NOA (LNIIY�. -1l I tbrouggla 1. 1 of 2 1, "ared try, manufacturer. dated 1 (10 15 and lasi reNised on 04,22,20, A- Lynn Miller. 0. Part AST C5,18 Conductiiity 1-22 KU­m/ 1hro 15 and last reavised on OMI ugb 2 1 of 2 1 - prepared by n=ufactim. dated 110,0 signed and sealed by P1. Quanex J!MLa complying with -%,I -7 signed and seakd `bV A. Lymn -filler. P-E_ hr_-ft=:-9F_ ASTM F 1249 UVII71-Pass. ASTM D 1434 -Argon Pernitance-PaSS. A� L - TIN Note- This revision consists replacen=t of same exisirm w-stallation scmv with flat head. B. TIESTS 2189 I.G� Durabihw-No ASTNI E 5,46 Dew POW Decel%m=t -20"F Tim 49 hri� Ned Ab.4.Va 15-#40A ffo. 1. Tea reports on.- 1) Air Infilttatiou Test. per FB C. TAS 20 2-9-4 (Stibut under 2) Uniform Static.Air Pressure Test. Loading per FBC. TAS 202-94 Vision F_xtrusions. 'Ltd, Parts complyIng, with PXTC'-AA.%LA 3033-13, �,,`oluntary S_'�ci &-satton B. TESTS I. None 3)WaterResistance Test, perFBC. TAS 202-94 for Rigid Povvinyl Chloride l I Ext ef 10T PfOf*S for V b__ ill FxtnL4 ions � L t d. ATEX- I by 4 1 Lzge Isfissille InVact Test per FBC. TAS 20 1­9114 A ANIA Feul, tion Exterior Profille Certification Program f-Subin #1rdwtdtl1rNW_4 No, 15- 19469. 931 C �u . 1" LATION S 5�1��i C,'yclic Wind Pressure Loadnigpmn FBC, TAS 20344 along,withinarked-up, drawings and histalltition diagraza of all PGTIlud'ustries, 111c, S. Vision Exintsiol Ltd. Pan s comp lyirig with PVC -A-42NIA. 303 13, L None represeluatkve units listed below and tessted to quabf �y Dowsit 7791 andDowsfl 983 silicones. il fted under A*0_4 �'V& IS-040. prepared by Fenestration Testing Laboratory. Inc-. Test Reports No_: 9. PATC-AAN-LA 303-13, Voluntary Specification for Rigid Pol- 1 C1110ride (PVC% F-Merior Dl QrAL f TY A S SUR-ANCE FTL�7W.Pl PW5520 K'CFiod Window (um 6 in proposall dated 09,,03 '14 Profiles for Vision Extrusions. Ltd_-)v7EX-1 by A.AN-1A. Fienestn. tion E.N-terior P�oflk L Nlfianii-Dade Department of Regulatary and Economic Resources, (RE3Q. FTL-20-210 .1, PGT SGD780,Alunntatnt Sliding Glass Door (mut- 7 in propos4 Fn-20- cert-iftcattion Progmi 10� Notice of Acceptance -'No. 18-121 1 .14 issued to Eneriga Fene-stration Solutim USA. Inc- fiff I. -NL-VTERLAL CERTIFICATIONS CO 2I073.PG-TPT.17620A Alummum Fbtled Window (unit 9 in propl and FTL-20-2107.4- th6r �`rau 3040 & light shade (non -white) 1AInte Rigid PVC Exteilior Extrusions for L Notice of Acceptiance No- 19-40305.02 issued lnKuraray.America. Inc. fortheir > PGT PW, 7620A Aluininuin, Fbced W. indow (�unh 10 in, propol dated 07,4 1�120. all signed Windows and Doors". expidr.-gou02:04:`_1. "Trosifol* UltraclealE Clear, 0 andseiled In - I daltnts, C,Pq e,g a. P E, 11 Nckice of Acreptatice No, 1"122.02 issued to Entry.- Fenes tration Solution,'USA, Inc_ for -11"Ithe �ie of Accepta o.17 -Aic . ace N ­0808.0 2 issued to Kurarav Ameilical, Inc fot, their AW �Cwralud fhe� series Rigid PVC Exterior lExtrusions for Windowsand Doolls"'. i_-%pffU;g lat'Ll 181ite Glass InterLavers"_ expiritig, oni 071104�11 Cl. C ALCULATIONS I AncLuor -u�idj yB(1, ,Ib 02,1�28;'23 -Notice lliolti c�ie I,)f koceprance No - 18-1106.10 issued f ts Vision F_xtrusionss Limiled for i 0 Nwillication calculations aud StraCusal ana4!,,�iS. coniplyinp stration Solution, USA_ Ittl *1 12, of Acceptance No. 2CAQ0103 issued to Energ-3 Flene 1W Coa red 0Painted or Laminated) W-kite Rigid P ll-Clitetior Extrusions forlYindo-,1 Edition (2020). dated 04121`�V__ prepared by amufacturer- signed and seaked by thew -Bronze & light shade cap Coated White Rigid PVC Exterior Exttlussions, for andDloors" e_xqmmgou09`30-'_ In. AnthonyLymnl\�Mler. P.E� 2. Glazing with ASTME1300-6.4. 46. Vindows aud Dow it-- exulting on 04 162 5 A- Notice of Accept o- 18-1106.11 issued *-0 Vision Extrusions Limited for ffi& complies -09. -12 and "VE 1000 Tan 202 and lighter sbades (Non-'iAW Rigid Cellular PVC Exterior D. QVI _ALITY AS -SITKANCE F. STATENf E'NT S 74 Exrmsions for 'Whidlows and Doors-, exp='_ g im. 2 IvIiann-Dade Departruent of Regulatory and Ecol Resources (RER). L Statemlent letter of confonnance to FBC Edition (2020). dated 04.,'1121210. issued by manufacturer. s4W and sealed by Anthony Lymn MiJler� P -E. Y, STATE-NIENTS L_ 0- Eil 'XkTERLA-_L CERTIF ICATIONiS 1 Statement letter of no famuciati interest and of independent- ismed by manufactures. dated L Statement letter of confolmance to FBC 7" Edition (2020�i,, dated 0101,21L issul�:d I. Ncit.iceof'A�c:ir.,�q)lranceNo.19-#30z-,.DI Issued toKullm,avAmetica-litc. fortheir �1 f;�, 0418-20. signed andwileti byAmhuuyLilMU2%,1Wer� P.E� tuanufacturer. signed and sealed b�yAnthony L%mu'Miller, P.E. U) "Troiffol -Intl Color PVB l Laterblyercf- txpmg ;on O."K130lill:5 and sig 15 y all 3. Priv-ate Labelike Agreernent document between PG'T. dated I Private Labeing Agreement dated 03,XJ&21 bet Pl Industries. It. d i"I'' -ween ic, an j 07M24. �annol%red pasties. Windows and Dol Inc., signed by Dean 1�,I_ RuarL P-E., VT. Enginelering, on beh-�3,U: C�4` M I I 'Noticeof Acceptance No� 17-0803.02 issued to Kuraray Ametica. Inc. forth& "Sentri-Glast (C Intl and Whire) Glan lumbyers 07*4/23. both companies - txpuw_ on G. OTHERS 0- 3- 'Notice of Acceptance No- 184106.10 issued to Vision Extrusions Limited for their -Brown, Coated Laminated) Ulke Rigid PVC Exterior Extivskns; L This NOA revises NNO_A�l 17-0-420.06 t?'VTw,,,CGI) and updatest.oY130020 (711 Edition)= G� OTHIRS -0 (Painted or expiring 0411*21 �21 L This NOA revises & renews -N-0.14 20-04 29.05 (PLA w,C-G1). expiring 0+44rX for Windows and Doors", eTuring on 0930 '14. 4. Notice Acceptmce No- 18-110,611 Vision Extrusms Limited for RER Test proposals ;:i 19 -1,155 dated 01.40.20approved by IsWql- Chanda-P.E.expiring �v - The PLA CGI file #2 cuirrent associated 11-0205401- vcpiring 04-/WiM. of issued t'o their 04,-" 1 4C 1 seftes -17E 10�00 Ta�n 202 and lighter shades (Non-Whire) Rigid Cellular PVC W EXtel7WI-Extrusins fol-Vi-mdows and Doors":'. expiring on 11129'21. K 4"'ollP RE, Uhaq L C"Ima'da, IzIll Clandla. P1, Product (I' ontrol U'ult Smmorrhor Prodw!'t ("antrol Xuii Supw-tisDv Prodort Control Unit Supervizor NOA Na�211-020.03 N*A& Nol 111_10UJSI.01�� < NO-A"No. !1_012104_03 ExpirationDate. April]14�20!6 Expiratiou D:vt*� April 14LIO!f Exp'tralfion Date: April 14,!026 Approval Da to. Alarch 24. N.1 Approval Date-NIarth Zf. 2611 _j Approval Date. Nlarrh U-5, 2021 E -S, E -6 E 4 SHEET NO. March 6, 2023 A 1 A If I 14 0 ATIAT & Usm MME /0-11 __ x % - �10 z - �-!Illtllt%l TILLIT!=-STIRM At ENGMEZMNG COMP= Wg!u- Kn11_*1Wz ____ AU20C.4:T a A_ L4­4­00WIll, REPORT NO.: 20472821 . DAl ligily 28i FRODUCT CATEGORY- Sh.ib--M PRODUCT SU18tGATEGORY- S-lorm Pampa PRODUCT NAME: 20 GAGE GALRANMED STEEL STORM PANEL MANUFACTVRER: 0dbaf_&'(yfpANAc­P�rQAN'qA,LL4r. 4600 &W, 51 Stoad I-PURROJELDF.EYALVATIChiii Thism a Preduct EValuation Report issued by Waiter A. TINN Jr., PIE. (Systare 10 A 1906) to the Gdobal Protection Products, LLG, Rule Chapter No. GiG20-3, Method ID of the Flarvida Department Of SUAness and Prallesisbal Flagulatism This product is being issued an Evaluation Report as drescribe4 herein, and has be -an veffilled for cogmpliance In accordance with the 2020 Seventh Edition of the Florida Skilildling (AWe, and to verify that the procklict Is for the purpose rilended at least equivalent to Matrequille-d by the Carlo, This Product Evatuatkon Report Nyad he subject to realbes, and revision in case of a Bibilding Code change AN may Aped its limitations and conditions 2, EMENK -EW UMTTF-D. 2-1-EROQU.GT-F-V-ALttA*nONWCUMEN'Tte, �.o ; Drawing No. 20-176, liffied "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 preqnsired by TiMum, to; synod and sealed by WMalter A. . TOL JW P,E.; dated 07/28/2020. This drawing is an: Integral part EvaWation Riport. 0'.10's ill 2.,n% ,0%Z` r,i A, hZe �,, ,.t,� p �", ­ ...... a, � *1 Vqrf� ­... - RS. . V I �% - 1. ­ ,P J `�-",��:- 1 _- - -_ 111­�--- it, 44107 ". /7.- _�,.l ,,mo,oai * � I - '* � Pfl � 11117 ., I , - - - - I� _ I - � - -V';'�_` , Of ­'IRA � S"4�,� . ''. ,�, � . , " t ,�� , 0�-,,,,_ aRDIA ��ol x Q , I, ,l7z. , 9 1� -1 C lis 6_3 35.5 MW 36th Sweet; Suite 305, Millual, Florida �33166 - 11ho"i-, (305) 871-15-10 - �Q*404411 noD-kx.xm�,kLLLAUDMLPA��HIL.�NIL-t�i4t�La�10,�lI 2 2,2,,M,TNF,PDRT0 Ca Me mosille Aped and Ntwm Aad fests warril t000fEirrioed urraller flirotocol�-, TA�S. �201,20,�as,pe:r"sect�or�i626��f,ti"ieF�loridaFMI�IJIIIrLllgCorde,. Unitornstatic loads as per TAB 202 Protocol. Test reports prepared by Hurricarie Enifikeel & Testing, Inc, Rapo,ns # 96-569 doled 08/091�996, il dated 090 W1996, df,A-T30 dated MOI1996, all Arae signed and sealed by Hector, Ill fiitedta� IDE., Fenestration'Te4n Laboraicoly, Inc. reporfa #20321 dated 0411611998 and Gt 2126 dated lnflil 998 witnesswi by Gilban Diamond, F-E. and Report No. An 951 It dated Miarch 4� 2009. signed and sealed by Edmundo Largeaspal RE. And rion-yrflaftern,Fil 11- Ill leinsi I test repo it No. KM-197 by QC kinds I fiv, rugimil. in L:E. dama Atal 13,20ll sleined and sualed by Frank Gral P-E 2A-STRUCTURAL EN(�lNkg-RLN-�-a-CALCV.L&TI-Q,N$� On2OGyeC-.4mniz��St"f$ton,nF,kii�r���:frar'niax�m�,iTT� parGI4 P,4,nqthoe� deelp ii be$ sis well as rneodmum anch-ar spacing vs. des�qn oolml toad' arl'i'd Pane� , Angth based OTT raHonal and carriparkwa, andysK and fin normMance DII 00clian 016 Ofthill HOMO RUNIAg GUIsr Calcu�atans prepared by Tfliscog Ac,, dated 1 II03108 and ON f2llij signed and seek! by WMAr A, TOM, 1. RE -3-MMILF JVtPA-1Z�Lill M _%$_T�kN E- Large rinsaye impaci under section 162e ofthe Flonsla Suildfing Idoedlit, -.a par TAIS 201 Pmiii 41I WIND LOADS RESIS N C T" 20 Gage GaNaMzed Steel Storm Flanef has beenverified to sustairl%vin,cl PINISSUrals. MaNitlailoil sil length shi be as indieNed on thows 8, 1 I), I 4, 1 5 ", i0b 25 and 26 026ofProduct Evatoodion Document (RE.D.), drawing � rI � No 20-17C Mayinnurn Anchor Spacing shall be as indicalled an sheets 8A, It I 1, 14, 111 I 10, It% 20 25 wild 20 of 213� -of jofodurn Evairoatka � Document 071,9,j),), drawing No ZTVG� 6-- lWTAU&I instatisibron shall be penerroetj a I oldly in acrerdaoo.�Ia ol �attAls 4-Idcalllaj con Omh 3 Yen T 10 Ku 21 71 &I sold 26e,yf 26, of Product E,latootven f3cocuraer", (REDJ dmixOng No. 20-176 NCnimurri Ekiparallian to gfaAss Onall Me an dMICS10d on Mmob 8, N, 16, 25 and 26 at 26, of Product Eoaltaliticin� Comment (P� E 0.), dranaling. No-20-176, RAMI0110114i . , " i g: ", , ..'� , poll., , �-,�Lgi:,:-N .�I , � -, � , I � , . - ,, �',,iL'4.��E.�:-::-:g�7�-'t"--.I 1- .. - __ _'_­11111 U N, 60 .. � , � ­�� � , 140, � * V_ I 'A" - - rv.,- I , , , ,! Sol VNE IN ; M I _._____­ D, g , 11 I Ill ;F1 10 N_ ,"t, Q, , I (a R) , -�, 2 �, ,tr % I " ��'q a 1i q lws,io - 11 -, ­ "5401 , it lli�,nin, Ill 1 1 ERQDVEIXXMXWIL��4 _nAz= .3 L-MMUTEMALWHAM. CURWICS AND $P`EQW1QA1lQ1A$; Shalt be -strictly in accordance with General Notes and Components indicated on Aed t 2 abri 22 of 26, of Product E valuation Dacurnen" P. E 01 drawing Ne.20-176. Anchor specifical shelf be 14 indIcated on sheets 1, 7 Firid 21 of � � `6, of Product Evedual Document (RE-D.), drasli no No, 20-176, N, ,M�u,.TNTk7jkpxA%T�EO =, IND 50 ! 11 � KIM be Sidney n iturimilarl MEAT GairAtral Nistas LeD. 1, 8 thru 14, inditGeted on sheet 1 of 16, as wielf as General Notes Al too, 4 and I 1 into, I 0-indi0abed an street 21 of 26 Of PRAdUot Evaluation Document {P E-D.y, drawing No. 20-176 prepared by Tdinica, Inc, and signed and sealed by Waiter A, TMilin Jr, PIE, T2. Product may be instailledwithin HIGH VELOCITY HURRICANE ZONES as defiried on section 1620.2 of the Florida Building Code 71 Pro"Ist SWI only be installed 100 pcUrild Concrete, concrete hi and wood "me structures - Product Evaluation Report prepared by Walter A Tisti Jr_ P-Ei (Florida Liongrote No- 44167)� President of Tiltai Inc. ITIorida CA-0006719). � ',,t,ov0g!RJoAgL ,IN, -A A- i 146Z,", oOo - y� .... ... ". ,I- ,,, A � i7,, ., Al Pll b! P II ,C EN ge " .. �9 'e,, " �- IN t� - E ,I, ,� 1 ­__� - 1, iTl , __.,,­m,._I__A� '. �,o ��,,, 4 41 67 '- z - , -- I -" -� n* ; * JE ,j ' - " L * ­_ . 11� z � : -1 . F , ��,ag_-`,I'­_ �' --,.--- ,�,Ii nii7,_0 , r TATI, A JAZZ ­-, - , 7- _­ --,-_IO�Ell , iii 9-TAN AMMALL o-,rL,-FCOAr�V,�Nkc-C.C�i:tC�g�P,F,R�P-nRT2D,4�IOAA�,PROTFCTIOtl��'!Rf'l�DUCTS,I.L(.7�'�kl�,AGE "'-.4kZE--ul-,-tL$�r�P"EV,Dtl'%A,�,,ZlD�76',Rt:wjkTffIf�,�J72&01 ,,,, ��lli�-",-",",-.1���.,��.�����������.�������,,��-..,-,�,\ - _""l­"""` , ,100 T�11.Toi-",00 irqc�nlo , iz_.,._ - � TUA, TESTING 9, EN'RIEZAING COMPANY - ____ -__­r­_­­__­___ � . As, ii TLRLA� III Ae., li]5� - I 5IM T I l, � � � 1�t2_1,0111, I", = Fill. A. I -I-'. Al. MMI19 REPORT NO. -. 20-0727.02 Dii MY 27, 202D PRODUCT CATEGORY: stnuders PRODUCT SUB -CATEGORY.- Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Qla-b-a 1, 2 rgdWWt Ino-EnN11 uchiL.-LUG 4WU S.W. 51 Street Cute, Ronda 3S.314 !�RUWPOSEOFAFWAJUJA �* This is a Product Evaluation Ralayri issued by Watterr A. Tillit, Jr., P.E. (System ICA 1906) to the Gl*bal Protection Product.&, LLC, Rule Chapter No, $1020-3, Method ID of the Florida Dapairtatent of Business and Professional Regulatlow This product is being issued an Evaluation Report -,Is desuritoad herein, and has been verified for compliance Onaccordance with the 2AZO Seventh Edition of the Florida Building Gode, and to vorifid1tat the product Is for the purpose intended . at least equivalent te test required by the Gody This Product Evaluation Repleflanall be sealed to review and revision in case of -I R , Oulkibiq Q.-Ide child" that inglay affient Is limitations slid corefinnns Z N-EVIDENCE S UTED: " P,Rf�-OLJ�CIE-VALMATD-N-DMLJME147-lP.E,ID.j: DrawidigNo.20-175, fified"24GAGE GALVANIZED STEEL STORM PANEU, I d Wade sheets I thru 18 of 18 linelipared by Tifteco, Inc.; signed and anal by or A r TWM Jr, P24 dated 07M7n020. This drawing is an intel , , V tip"00. is , Evalloodirin Reporl s%,A�tl� ,,� IQ,,',�40,,, 1eQD ­1111­,� " I., 7o�: 1041 1_� VC EN Q '001 N __ ,._,,L To %, A`-1- � _ �_ -V =I 7 , -AZZ A q& A d " y � F -I I WN7 1 1 ,WZM 4� � A so I�C_' * * g- � - � . _____- I- lz 3 __ t, �,`, a � � � , � � � � , � V "A An I h J , , , , , , , , , . I, , , 's , - I I, -, , 6-355N.W.36thStr-,et,,Suirc3O5,Miva�Fi,-P.da33166-F6�-nc,CjD�-,,� �,- - � .. ! I_ A - � Z , OU31 p�RO-F)lx-- 11"W001 IsTio"AT"T X4 Anraz 2 - ro Large ol irrlpv�-�l �fyurl �E��JN ­el-r plirlort,ftNT ordn,ir Sn-,T0- 12-',"o) alandErd ad per section 1609.,� =I --J, 0­_- I�hm�i;;, kooldirg Fode� _4W'orir, selittic, loads ae per iy'� ,,,,,,,,.,[,,,,,,, rJ Sill,l Secfion1709_&1�;-I-�llAEJTMEa3a 7"Trf�c�i--_s�,Nrapr,l isg; , _ Lab al'Souith Fbill Rer-c-I gvi�i­rril dr,�'TWJ I)3ILI liCs,' oomt.�seed t,,yio8li,�,-Inrk R.Mahoor,P,E-,ft-�.!�-f;?,-�,�ryrD2, P,F-,.�,,,-;c!He�-i�yi��,a,,,.����,�i-�E andH'TECi�irNo. 0219.01-09, datDd February 28, 2000. amnad Ind sealed by Edrundo Largaesprada, P�E. kirn.' Helnry H�altetlRv P-E, LaMID rrgiAsila iTTIleael, and cyclic loadingisper ProlixAs TAS 20 'I -�� I_-0-3 wl pe.... �Svciion 'r,009,1.2 ulf itse Floncla ,,_,,,.,_, r11AN -Og Lan IS It rin'll _ �, ', Building Code. TsI Rr,onnrL pNNE�grmd at An h b of SlIDAI R - __010L I sei b is Ilo lReport No. I I 210I Q danxi Wa, fAiDi yei� � ' eince aid J y a- E GOrditilen, P�E. , Tensile feet report No, Kkviyri Oy I>(" WMil"ll"COCeL je` � CaTed NlAtch 1 *,"r,, T04, syn ad and sealed 0 y F rm in Q, �,zI;b V, E � as,, ii ASTrl i & an 011 I erngOg I en i a'_�� Par 00 mistalurgicat Re;li�tdl N','.I, 1 IlKiolb ll 3 1,�o, Ilailarl Dacmole,,­ 14 2ui ri �Sogfrr(l � and Sealed by Jerb�,lo,,Ilsi,ldo,I:�,:,� P E A�g Imir,4 37hll E-y 23,,_ STf.W. (;MJM- r N Q'y UlIEikl r LC AG,4;Ar ULI 10�l tli24GOgaGommm���'�'-,',�,,"�'�,,'�,.��f-�Ll'�r,�t�lt�l�,L,Ffn&3��fl�L�jT�f'r�L;rle�,k�l-P,� 011 l i 'r _ � .r _ i ,3 t LliN.i�� I wind load � as well I""i III la, oi-rn� 4 �4 ,,�q nic i nI LixoErry ,.,,-,,,,- 1 l-'sign Tarn T-al a �,ind' il�g rin, lerl bRsed on "Mms wo inmysiomove orah,on, and in anowdaIrce winh Owners 104 W Ill RAN, B56 q Todo.�WWAIC. pibrywd W luvol Inc., dated IVI511�,-,, ,�,il� 'Y�j'27,­I3 ,loq­ fl�-_� riz,Ll-ritant sqnen awn eirimed by Issur A. THI, .1, RE 3,M16%LE.1M_F�11,Ib-'T F-IdSlb_1911IINCE� Larine miniele lmda,,� ii;xhn wwwAi UMAI I ol Me FbN A B uWky Cola SIS CA SSTD 12499 Standot,� i4il -�,dl 4,AWMIDAL" W_._,;ylk� *Fllofy[Q�t� 24 Gage SaWanklad &he Twin Funs nw"em"wToo w mmoo dintig Pressures, fdGoitff�ioLl,l pw& NMTI, WK bu al�, 4gilicere,:l gin A,l,o,is,-�� A ilfI I l, 12 and 17 of 18 of Pinn011 Elg��Ai _eiiol-,,ry­,<ur "I'CIP"E, Ui� ��: drasAITO No. 20�176 oI V�nxini-4mAnchmEpanapohnutant,Nheakn*nmlP"ql��, 1-_�ihoolle! and 180flB,WPri,�-,�L,erl�,,�ilt.��,�,�L.4-,�r-, �LIioumxhPEDjdnemKgNm AM-('5� 24 Gage Gall/anizGe! Skad I "m PwA hv- Tom voilifiL.-LE ati - l, Npii��­o�lo CJ OQ � oj Imork as a nm­pomot� %ic,lilE �i!,Iionv omsiontoy, a7, iRrro,4jliT1_`l lt,oyl� Stili,IJAnd I'lummo- OM M 1 "n"N 0 , 4 " - IS Q'ZIII ,,,, I,"., �, I ;, r; � ��,,,�,"I ".1"'l , _ �� �A fG, N---,, Q _ " lJ - -I __ : E� _� - - - - - , A , , , 1 1 , � � nal d? 1 -,- . �' � _-__`r'_'14L��11,� - -..---- _., _,", 4, B V SWF 0 ,* 40 - �� -P-l' - L � A I I %40 " not ,&�C hopQ . -1m, A' `A,5,l �,�,� od" " tAQVLC'l,,_ Ill - , olLUXWON 0 IPJALUN�0�2941ZD A ��Otg MLIATI Mi bsuilhUmi shall be parldemed strictly in awordence,Mth deltegs Ind icatied on sAms 3 Mm 1 12 lbru I 6 of i 8, of Produc�. Evaluation Document (P.E.D.), drarvinq hi 20-175. dlm�mkunsaparatlon to glass shall be as indicated on � aheels 3, 6, 1 3, 14, 15, I 5 and 1 8 of I 8, of Product Evialuation Document iP,E,0,�I dfawlill NO 25178, �.fiif ATER lAL 0 HARAC:af4,_!MCS .ARD-SPEC-IFICATIOW Shall be all to aoIxadanii with General Notes end Components indicated on how 1 U4 2 MAI cir Ronau EvaWallan Document (P,E,D,), drawing No. 2B.176, A ncho r speckbolons sms 0 be is i no looted on sheet I of 18, of Product E-Naluatilito l Doo irnent 11glE ri, l, drawfing Nol 20-175, 7. LIMI'-r.4,TLC-INS.AN(�.CONDJ,UQ,N$-QFil IA. Stoll bal IsUklly hi ob:rolpflar-ce),90 General Notes No. 1. 8 thru 14, Indicated On OMW 1 0 1 8 of I"Wird EvaWation DoWment JP,E,D.),, drawing No, 2�0-175 ltrcpli�,Irtltl f,byTJ'ft*?vx,, iric, am! sOned and sealed by Vilialter A, TIR 1, FIE� Al Fmkd s&b not bA,.-,, liii�gtalbd within HIG44 VELOCITY HURRtCANE ZONES ,- I I­*;� cofiiuld cir'sp,r1ion 16210,2! L4 the Florida Building C(Ae, 7,3- Pruij�jxA el-[ml nnly,'�,ga iristaLed into poured concrete, concrete block, and � -Trillt ,%'1tA';d fN L MoLid4i prcdao��t F"dduallm Kleporl A-I�parx-Ad by Walter A- Ult, Jr., PX. (Florida License Nn� AW Ill ieren�Veriti ,,-,,,r'1`flf,,,g,,*. line. (Florida C&ON65% NN1.'*1'._1 - I I I I I I - _;� 0, " .,I Wr' kl� r !� � . _z,,' ._AEN,o.`% ­'.� - ­�� ­­Wr - � - % - - __ - __ - ,`�L�r� xivir .. , - _-, L, LLJ� � * -I , I� 'OP � . - . � - TIL F,,:?�.�_',4J,)eJR.F ll f.�rlt',�,,�'�RT�2O�Gt�t^.,,�.,P,I .1 -0- P ,L " I _ C,��i I all ',il.li III� F � 5, �t 1. � 7­,�-- N! `AJ fi,,I l Dirl it", �`,�, �, i 75 � ANVU IT Nor 4 Y 'kin. mlmn S A" AW-0 a) CD c- U) ,w 0-3 > Qa) ny-A CD 0 _g-_ 4­0 w =1 _0 " a) L_ C:)- C= 0 = ca -0 0- . . __ W-OW-0 L) CD -.1-- C/) a) :t::� = =3 - M -CU C/) a) -0 0 " �O 'C -0 _E: _0 C= 0 %__ ca- -2 C=m c) - a) a q :�: = = 0 U_ - M 0 �� M ,_ -0 M > Cn C/) (3) � L_ -1--a S 0- 1E Cuu) MR CIO -,­` q_ �- -0 - �,E W < I U Fr FrA 17 K ... _­­­ 1.1---..-����;-.-,---�-"-,-�,�--�---., ______� i � 1--­­­­ __ - , ­_ I _111--l- i lzg_mm�Futl -FOR.Aum"R_?-,�... U ELENSETY- WRIA- PANELS i - A� I 00imm so A 0% Ulu ROZO, mow� E� MOWN DOE ­� MANOT OR ECIF DMit BE AEoio EC No I I (SWE Cor I L i I , _-LP , � 41 T---A! ---,-r­ , 'a. . .11 As In 00 AD I= sesimism-mu-snals-snala at-- -60 ONAWS Sonx so .41 OW-M -1 REA4 EL EAN STAIL-ok!l A Sol FEE1 � I Nowill, 2ol 310`/�A owj�op, Q ,,Tce - WET i 1 1 ha NOT mmm Im WM"o A AMANEXON SoNd AL - ATILOOTTa, � 0 -�) !to -it 9 I5 O� WIG EWA, A ,Qli fF 6 �o I l T,W-W AMMIL , - AN , IS PRMAXT C'n," � . *!l�a' 0XI4 'TiDnal I � i �LgMOWU WID, F, � No (h, Qml3L_ - d. R= 333- ` f - - - 7 A 1 95- qNI� MgITLN' 1 1 i i - ,,IoW `O� !Q-amK - .;�m-z� Wtwl� - - -I OLTEC � I - - ­ L ­ - -EdoI,E Al � I I I r - ,"- - - . _E� =_ ,I OWL A T7WFERM4­O7C AL - , jazo 11A Asto aculixinev um, . ". w� i RE A WMA-W*o�m I �Tt Di"an, AL: -1 . _ t�:� Mit, (ga, -_ __Sio�_ ,�, ,�r,�: , --- - - 1 -, , 1 ,� ; -- It RAVAI 7ch"I D4 Anli, -aTWA_ wlA _ _ 'L, I OT ZT = - --noWADAWLICTI , :P �E _ � ;;ZRLD, ag wo oog�e: Eirr floo to . . ­ . �� I , TAKETIALEWEV WEAVE , _ - . . . . . . . - - � X1% ,,, AMME M6RE INSIALlW " T , _NAo,1g'ro'Io fl�p.ovwo ._ __oOW­-- - "Aw - -_ I i FC DIN L- . :i vi iSM - ECT 0.0 E SWAMA W15 Iog- I Molon PER �l 1 i . - - No - I, , I �,lilir` 1 � � __ ­ - __ - --,o --- , - - ------- I � 'I _ __ ._ -- is aRl M � ?PST " f/A Two MOWN, At Misolear - LI, 'D L 11 I-3al 1L awo ll vWx - --' , "': I � - V -_ " --- -1", 5 OT .lo So A � Ni I L, I ­�%� , ", , gag , L . N MMM OMM MWM DO Sigil T MRU A M IF ig AIX Vr VOL I 1 i � i -_ 11 - � I _1�1 ,I -1 rL [-,'--r �, _. I ,--:-: "NoIgneeli 0-M T�__._I � � � -_ � -, -_ ____ - - � L---- -- - ­­- :_ :�L-_-_- ­�- --,-�- --!�: - � ­-­- ­­ �� - 4, CWIM Wille) Al 5RININ P ,r � �_��_ I I, I b , I - ,. -If" �OA CqL r ,, �R � � - _� L � - 7 L7 - ­- - - L ­ .1 I ­____ � I -:,- J I I 11 TKINAKRIO I"! varl ­��­X C ,,, u­_Ia ,oloc"Vi ADWW,,NI Mo qLat EL Too" a4l,ong _LEg' it : �,� .- Al g LlIv Fin T­NAoE Ldx5"_r � 1, T � - ­­ I "IlL, I - I \ 1 --- - J ; I py r N kwRiNo .192i brr ayzj�g t Ka �_­_ - ­11 � ' L TELL W Wit 10 il�,'�.rl�,��,"P���%,�,�llwlklwLl-lmlw So "ELPIAING Dold o�f I'& a � ��l y' ,I' i, - sw .", I It � 11111"Z=1v 17 / all- - - � i � I -I,' I -_ ­_ ­1 1, Am ,Aaoitol IWEX 7� � 1 , � � - ­=� I � I MU - I I (� - ! ��­ ­ NOIWA i "41, Al �o, "a DMEN PKVS�L� A.71PAI .MWrio, ong golgg�­O T -iov I., : � M " I q a I'D � , I JI '��'A'� "I CAg' ,d �;�= ;n ,ni ;IE , � , 'A! Aggo,21017' l I ;I1 IMEAW ��Ik.,Afg ,,PrD1M'TTM,, Of �W Oo 4;�E,Cz Mog I'lo A - :MI , - , __ __ '4­0 L ,,,, As, IN __ - , I I, �,"!ogflll : a 21 x 1 Kws, my aqwC CE - -F; 0 �� 4 L T A A "LADE, � , , � � t ,,, "" � L IL i , - � � i , "; DEC aiLl � - � OTIN ­ML! I AV I I � � I 15 Ii "D, t I L - gl `111 goi 1 1 � \ ir, , � r , M al" d�r � -?r ,, 'R A S10 Al "To ,� 1241, I, Tga� 't L : 2 -s'L L .,I' , Ir r " Lo�,�fiz Nol rIiI V an, - M"O"MATIN lgio I)INgo SNAla EK Noloisnr'l Di AM, Cor I I � � a � , 4 � , Mi, NEINjl _-LDo 111IMIE A WIRT- 41DINNIL On. A-, Ill LOADS ALL - INM A IR�� �diiiiii'll'I'Aiiiiii�����������������ll,",,,,siill��������������l on- Ill ni I'll , al 110N �','Zl � , V VINUM Z! "s on, I `7 I'llig gil loraw; - � \ I ,A Ill A Mi", I'', '74i A I i ! �� I I ROD Tgoi galliv Soi Lit gs oloo'll,'TEL, IN To MM�� i ii t, - I __ - 1. I - - - I—— I, ­­­.111 I I � _ _ - �� 1 4I N "MM, MU WWI Al 114� W, 1 1 Q. . IDA I if dn W_- 1 - Ao­TaD­, al I _N* OR 4DOTT SIARNAl Iika,l, M 5/9' oo' 0, a' R "i UNIFIll 91ALl is ' lot' 1:M1 L-Tl,'IE I , I � - _.r'1_­_`_ ­ ` ilL W INC � 1101115 90 RIC S I Woui WRIT111 � ,dil, ]" - � -lool--i L JMa i I I �i: 7%,1.1, *W� ��l,������,i��,,�'Sill�����l,���'111:�,,� dl,�Zili Al"M 'T 01""I " 2= A."n,"o 1'rr`��,Rgl I IDWARLI10,1 T= I -o - -4 .; Al. j, .. � � I - il� Z� J­ , I - - - i Ooig 5 NsN III Aill[NKNILS rM, AT RL�:10 "'I, TR`,og3 AMAIN oi� -in It. on -LoNtoo IDI ,Ai_ _, anlL�� ! I ,'I', Mu A Nallit �M 111 �11717� forgat All rgrlo�lljl �-�29,, j(A ALO �'Ar oe� 'TS Zal, Re - - __ 1 - - - . I I M mZi IIIANDING1, l C� , Ilor I - � � .. - OR TWEEN MolU I 1 ,�,���,ai�(),Rjo�..,F.,I.,��iF",� IPA _ - L­­ i - -,----- MAI. A`WM­� ��� j� ��& END !;TDIRal PANFL 9 . � 1 � io� ­Www QMAAA fo, RE NADII: AMo! APO 1111-��,, �az,IIA OWERNANt o."ill,") T! 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M sepiiiai�onh rig-orgirge, 4rj1iOq;Ni;N,dTQ� sl��-i:r�at�,io4u�-tg�-jeo,vA,i,,zr�or�i34aTFaest�a " Rhimuntivs C r I i I Impact Resistaryce., L Ner,ir jeq,,,qNCi IAIK'Skaniiie has lb,����,i,"O.,)-�L'biso"81,9�::�,,tii ,IllItAk,N�i4l rkreiviMmiri &qrNd N:Nkik&iIik&rM, prout Pilikelleled va in the enwrieve qq deeil's olthie U,Ik-*Nlr Wild Load Resistance ,litilgiisrodtid �,a�6�,,,r,,,Ia--�6j,.Aljt,�,&t,t',i ,,il�ldll�ptk�2���lr,IL��i[,�'ji'I , i I tj 5r.-iT r ItINNi, "' T*5,a - ,hr V" " lNq rftikr­*�e Fift-dwcT Ek8 hitibc- DDuIMP Ili 'r, ', eNkiki­Itrj�4 dirria"Tig) Installation, T-ri , i ,producl%haflt*lilstagedinstrwA,-unipk�-OwKhAscosoetiVaPe--dudCV4�l��i��onDocoo164�ll,�t, ang4esafing drawing), alangivoilln sil tomparients; nalRidtherven., Product CarnIon"lls shaU be 0 the ninnieflal speurledir, flain waductismispec". F�Wucl Evah'i mclitrient 6 - eromeerlDig -4�eiioml, Limitations & Conditions of Use., use of thki p(lkiducit shall bNo in strict. amardaince who the respecitc.,ici PrNNJLN1 Ftnaluaili DninuTrenti: fl 0 antoneedliq 015whlq� as lickied himi'tin &# Nummenig h'111 stnArItif"'S ehert he diraidned to IiIiii hiv. 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I� I SHE T NO S HL E 1 , . 5- I I I I "� I I 1 11111, IN 11 0111 11 111 go I I I IN I FOLD UP WEATHER RESTSTrVE 13ARRIER & _-NEATHER RE-:5i5TJVE- 11 WINDOW UNIT 4 i I P TEMPORARILY SECURE 3ARRIER FLASHING REU`UIREMENT�5 DU'43 R()IJGH (DPE: NIN(5 SLOPE WEATHER ca R F 1; -1 S_ I T I 'IV" 0.3 in '12,0 in R703-1 Genet�al iFxter,,*_��rvvalls sf��a�i pro�ikle DIe ti�_ukfirq iih weatr�ter-resistant �,�sxterior',,vall envelopeL The exterior wall envelope shall BARRIER -0 > S WOOD FRAME CONSTR TAPE EXTE -30 f h -on R7�',­, 4, (0.6 Batt .5 cra) include flashii q, & des. .ed 'n, Sect l L RIOR SELF -ADHERED FLASHIN e­ 2 . ...... SHEATHING BY LAPPING D 0NIN ADHESIVE TO SE APPUF�[�',,) SELF -ADHERED FLASHING CL 0 OVER RIM JOISTAND UP`e, 1 HRESHOLD OF DOOR AND 0 exter1or,,,,sIah envelope siallb-c� detsigned anie cons.truci CZ -0 WALL BY 6 IN RETURN! 1.921 JAPIM 6", USE1. KXAD R703.1 .1 Water -es:slarls- 1 1 U Lea �n a ma-rif-fer that prevent's the accumulation of water EXTERIOR re, 1 1� 6 IT— el I P,DML IiKANU III-? L OIJAL VV�_A I 'it- 1q within the waH P'_'r rnblv b- prov"ding a wate� -resis! n' barne, Behind the extenor cladd-t bv Section R7012 and a means of (3) CEMT. FIN, A') a rig as require P t Rou__ ClAt J L K i IN C� #..o CU WEATHER SELF -ADHERED FLASHING h RES*ITIVE 0 BARRIER S OF JOISTS - Of t`ek). 15 Uspftalt f0t. free from holes- and breaks, complying with ASTM D226 for Type 1 felt or other SEAL 101'�) WIRE LATH R703.2 Wate; -es, �,,;fl�sse bafr er Drie layE,11 2 UNDER DECKING 0 0 L ved Wa. , tr7"'t 1."041 I,e h i SUBFLOOR appro r SI al' be ar�csl�ed ov(,"ir stucls Or sheathing of all ('aXterios, 'ovafl4z NO 15 asphalt felt shall be applied horizontally, (S F E D E TAI L W.__ 0 7) -N SRLF--AI)HERFD FLASHING C: 0 U_ I L KAMM& i —, with the uppel, layer fapried wd,er ti e lower layet- not �ess trian 2 Inches. Where joints occur, felt shall' be lapped not lessthain 6 inches,, Other LU 0 -*,*a CO ap -n a I e r s shal� be instafled in accr,)rdance eviffi the Grater-rLe ve barrier- manufacAurer's Installation instructions. The No.15 asphalt CZ O� ;> HEAD FLASHING TIF.-IN INSTRUXTIONS' proved t 31 W ­0 -tatebal shall be continuous to 'he top of walls and terminated at penetrations and building C) felt or other apppo,.,�ctl ve barner n 1. Cut- fold up & temporarily sec:ure weather F'00 JOIST i (n C) appendages rna"'Es U e� n0- roq, ret ofthe exterior wall enveIope as described in Sectfon R703.1 resistive bartier above header to allow for 142 CC 0_ DETAILS ARE GENERIC AND THESE I'lashing installation MEANT TO SHOW GENERAL FLASHING -adheredflashing Mus head flashing urider "'e Hu!S A shaft I e installed as required in Section R703,2 and, where appl ed over wood -based 2. Self R'703.7.3 Wato,- barrie's restsfiv,e barrier- 0 i AND WATERPROOFING METHODS TO weatlier resistive barrier a sistwe vapo-PEI-rilleable barrier with a performance at least equiva-lent to two layers of Grade D paper- The 3, Fold weather resistive barrier back over head sheathing, shafl i r BE USED. 2 individual lay�-.,rs s'ita'�I' �,A,�, �1 sta!'ed srideoendently such that each layer provides a separate continUOUS plane and any flashing (installed in tlasshing and seat with tape V Inta .................................. accordance vs��tri andeud to Uf5aHr to ffie w-ler-resist-ve barrier is (1irected bets,�i,eeen the layers. Smote: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING I it I FLANGED WINDOW Exception" �JNII-.cre ule -r-ratier-resi ive barrier that is applied over Osood-based sheath,ing has a water resistance Wr_V EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT� FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WPU%5 FLASHING INSTALLATION AFTER WEATHER RE&STIVE BARRIER equal to or gra'ater than 11LiEri of 60-minuie Grade D paper arid is Separated froin the StUcco by an iritervening, MECHANICALLY FASTEN:[F RUBBERIZED RUBBERIZED ASPHALT substantlaQej, nonvywer-absorbing laye- or designed dramage spaceL NEEDED INCORNERS EKITMORSHEATHOKIi 114"-1" BEADOF CONSTR. —INSIALLSEO-ADHERE-1 THROUGH SELF-AC*0 ASPHALT ADHESIVE c- r ov e -c- m ''To BE DED -ta'flastiiteg, vin�,--' flashing, self -adhered rnetnbranes; and mecharticallIE attached flexible flashing shall be applied ,ae I HEAD ADHESIVT- -,Pd:�PLED !UNDER F LAS H � We � s �',, Terl r.; A ADHESIVE R703.4 Flash Pitpt &8" CEMENT' THRESHOLD OF DOOR AND RETUat, 'e I MG, SEE FLASHING PLASTER I / 11 / Fi. A"_;� f­---SELF-ADHERED FLASHING--- shingle -fashion, or in am-cor tantr Fluid -applied membranes UP JAMB S'. US7�- LIOL0D NAILBRAN0 I"LM�*l­Q 1404[X�'Aler 1 -1:1 dance MIN t"Ie manufacturer's Instructions. Metal flashing shall be corrosion rests OEE DE TAIL %eel 1) s 12 MIL DRYLOK CMU - MASONRY BLOCK CW-i F01 iAL WEATHER iAROOF CAL)LKING , used as flashifto shall be applied in as-ciardanCe vv,itt'I the mara.bacturer's instruct�ons. All flash'ng shall be applied In a 'nannerto prevent the EXTREME REFER 11) TECHNICAL SCORED entry of water into the ,I,,aJl caitityor penetration of Evater to the building struCtUral frarninacorri pone tits, LEMER 0 HEMICAL RELEASE PAPER WINDOW COMPAIMILITY Self -adhered membrat�IeS Used as flashing shall corriply With AArAIA 711 � All exterior fenestration products shall 'be seated all the juncture with FMTENER L SELF -ADHERED FLASHING n SEALANT A1 Z&211i;121' 'the building vv-a� -vI, lifh asealarit ccsrnpfy�irt�g -tll AAMA 8000 or ASTM -920 Class 25 C3rade NS greaterfor properjoint expansion and w 4) SsALANT JOIN MIL'I hl 15, RELEASE PAPER 10) W-031z - ADHESIVE 44S S;HCINN� WINDOW BUCK TO e contracton,A C1 'IS! � AAIVIA 812 � OF, other approved a aridard as appropriate for th a type of seal ant, FIN id -applied membranes used as 10T� ri rl CA Lt Y FR004 otL ha's comply wilh AAMA '71,4 The fie.ishing shall eKtend to ti,�e surface of the exterior wall finish. Approved flashings 80111 C� *4 OF 'PGE OF MASONRY UTSIDE Dr. . . . . . flashing :in ex SII WINUOIN BUCK----_\ 5) SEALANT FRON1 e, -2)SEALANTONT shall be instal�ed at the follo�,,oping ior-a _10as: INSIDE EDGE Of WINDOW BUCK ,ACROSS YtI141DOW BUCK SEC'TION-A (SEE DETAIL WP02) wit end to the surlace of the exterior wall AND, EXTENE) TO WINDOW FRAME 1 1 �. E x t a r I a r r o a r i C 1 r" U Q �' 0 _' e i n C S F I a s I i f ig a I eI I e r i o r ridow and door a_pcen n9a shall WAt MASONRY HED finiski ot to thf,,- eo�ver-res stIve borfier connphy,Digi with Section 7012 for s� bsiaq�,,tent dra nage tJechartically attached flexible flashings ATTAC U--AD11ERE0 FILASHING 'ODE St PER C shall cornp�y iv:�th AANIAL 12 Rashing at exfterior Io-ndow -arid door op -en ngs shall be installed n accordance with one or more of the 6) TOOLED SEALANT REQUIREMEt-TYS J HEAD BRIDGIM3 CLADDING AND WIND OW N, and flashing 'nsbuofion-c oy for applications not addressed In the fenestration (5) el 'e" Wr �st� crlior'f t FRAME SFILF-ADHERED FLA,&flNG 3) SEALANT VANDOW FRANIE TC -A", NAILING FLANGE i AA:' C� ceFth e hashing manufacturer's iststructions. iisithere flashing instructions or details are WINDOW BOOK ALL. THE WAY in accordarIce th 4 AROUND, KJCLUDI!NG SIL.L., U) f, -hw�o -iah I.-)e instalk i- at ffisa siII of exterior ��%,indow ani, door openirigs- Pan flashing shall be sealed or V, a 1 1,71 s� ",I el 'as, al'of Lt- 'h�, 1� .e, surr ce 11 , T�sh or tothe water resistive barher for subsequent SEALTrOa OFJOISTS Sks_�Lqped k'l such a as to (It,, fra . of the exterior wz ll� fit DO NOT FIAIA-A OVER E BOTTOM NAILING UNDER DECKING _a ge "pe-, I I- Ilr­zis usaig L ri flashing "",haLl irricorporate flashing or protect On at the head and: sides. 8 SPE DETAIL WFao 7 p a FLANGE 2) 12 1.2. In ac�- e Itte ila-5�111ing ne�;�,Ign a- ethc)d of a regIstered deslgi, pro sstors�3! 1.3 1.3, In offiei, approved rriethods, SCS 06 05 CMU INSTALLATION 6 POINT BUCKAND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 A In 11,1%ilh Rr),1A./AAfs1A 1 QC, FMi'Nv GAf0A 20', FMA,"iAIDMA 2`50, FMA"'AANIA, WDN�'A 300 or FMA/AAMACVDMA 400, HALF ROUNDWINDOW INSIDE CORNER FENESTRATION INSTALLATION AND INTERFACE WIP014 EXTERIOR DOOR WITH DECK WP05 WP06 2. 2�At tric-1, of f'i,urr� �_,Ei i-I construct�on EvIth fraine or s�tutt­cc) walls, Ith priojectinq lips on both sides under stucco coolte,_­-,, 3.3.Under anr.. sat the t.,,,rids Of rnasr)nry, ss,sicsod ur ireta; copinq 115 a and si 4.4.Cci0inuoUzI-i�, abmie all projecting wocid trim. SHEA71 HRJG QI I, W - ­ I s - at -ch to - wall or floor assernbly of wood -frame construction. 5. 5 �Wh (:It (.,;, fW te e- 1") a C-4, ci, s ta t:D I IfA C. Viater Resistant Barrier 7� 7.A*t bwIL Ott, JAMB. Si I AND HEAD DETAIL APPROVED SHEATHING SELF-ADHEREDFLASHING iESE DETAILS AREG'ENERIC AND MEANTTO SHOW GENERAL Ar�`PRCVED 1­101,6EWRAP PATCH Sheathing . . . . . . MA Y 12 2023 OME97'PLASTER 77--=' IN FLASHING AND WATERPROOFING METHODS 1*0 BE USED. Z., S7RUC Nk�.ATH TWIN D:kACK 2S 114" C ede 0 12 MIL Knin) DRYLOK EXTREME APPROVED FLASHING TAP:E 'es, 4 A, 1� 2 77 DOUBLE A- 'V SEALANT SE_X-KET WITH JOIST .4 )LED APPROV 71�)` Cernent Plastes V 104- ED SEALANW4T SINGLE WOOD BEAM At, -th ir, acco)rriansce w. 7/8' Cemen, M26' If, 4 in accor a9hV**Vi@W c P, f JOIST BELOW Foundatiou WMI'A t Pla%W081 R iew Assist, Inc ZF— Kmpplr�'� $F.LJ:-ADH1ERED FLASHING ASTMt J SELF-ADHEREDIFLASHIt'r, P 0 Sted and ell ASTM9260MR(lance wit th A ...... % 02020 -jar FOC h ditial e&�Obra A a Klahr pX2300 A Felt ba 4,0'1f� D� cked m 3" MIN eejrliA;'�' _1063 lathe in accordance SELF -ADHERED SELF -ADHERED 'v- (4 FLASHING FLASH:tNG lel-I >") 1k with ASTMC11063 4J Af" Building Paper "eL_ X 7/16" 033. s Tea SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING ell D 4", N I thing OUTSIDE CORNER FOUNDATION WEEP SCREED Ll DECK JOIST I , . - I A EXTRUD'ED SHOUI. DER WP07 WP08 WP09 vvt� 10 ca lnstal!L,�i As P )et 2x FRAMEWALL— ov`wr�wfi, t 'Pecs- U ri N E L F — A E " E D F LAS" H I N Ic 'e- STRIP OF SAL N, LEGEND Stampede or, similar SELF ADHERED FLASHWG (SAF� PRODLIC"'TS DETAUS" TILE FINISH---,, �'7� cauk bottom DRAINAGE PLANE (DP) WEATHER A Ds 1 e P S c r e Nse D�4'AIEJAGE PLANF WR8 _NT BARRIER (WRB) joint only les" e", I 1,2"o 2e' BOND BREAK WEATHER RESISTANT FARRIER I AP 0*4 t Wee Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO POrki fiLrEAKWIDIi P > 1/Z'DUROCK-­­­ SEI.v- FUEIRIN(_-� (SF ATH PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTsR ACCESSORY Installed As Per -i1NC,'OSa',, PLYWOOD, DE SO -LASS Sheathing SHEATI N i` SF LATH Mainufaut. Spses(;,5� 1'4` PER PLAIN > Detail Instructions WRAP DPWRiS ONTO V-0" PER PLAN I HE VERY [CiM, 1/2" Cementitious to the number -idsto the Refer marked as 1 0 Cement in each detail that correspol EURFA(­;E TO rOP OF Decorative Finish $0. nurnbered iterns in the list of instructions below: FLANGE A5 AN AIR In accordfirtc- I - ' CL BARRIER e� with ASTisa' 0 :R� All inside and �0 14� 5 0_ over wood 21r,,"! .00 1 Install self -adhered flashing in order as shown by numbers LOPE /U 3-17'INCH FLANGE outside corner will 3 - - 2- Install flashing and weather resistive harrier tin form wAtp.rsheridina 8"CMU need to be, miter �7 floor A"' cult and caulked all L (PER SEAT DEPTH) A �e 4" OR 8" CMU A laps butt joints reed to —STRUCTURAL f WING 3 Self -adhered flashinga 4, Split the release paper using the ripe ord (,Split release on demand, becaulked using - can be substituted for building paper — — Z t" 0 FILL WITH GROUT _4k Stampede- or sim. embedded in the adhesive layer) - for ease of and to CC ITW,3, IS A REia,JITOF 0 LO LU PLASTER STOP is > caulk for all minimize scoring cuts A' ST RIP OF SAV CL NAt LlPbst_ SHRINKAi]D rX.)NOTSE _AL� 5� Remove all release paper per standard installation instructions and 14 — t- (n e_ S �DRAINAG ...... 'm ul _-ONTINUOUS BACKER E PLANE WRS 2 uJ n 1(6"`,x6' iE I I - - NNIT adhere to substrate using a square piece of flashing mate 'al ROD SEALY \-a A Lu Ui ACCESS04"'Y M: nimurn) SLOPED MUD BED—\ _I_�BOND BREAK WRB Cn A SE I Artl 6� Fold as �shown by alTows UJ ------- -- CU A� X 7. Angle of corrier may vary, adjust foUkig of the flashing accordingly to 3: fit tight to corner VINYL SHOANER PAN to (,A A: a Note: 9- Mechanically fasten as necessary --he build-ing paper ano rnetal lath, must be Bob— LAJ al�ed over the top of the Weep screed- =5 A', P� ASTH� STOP Pbi��te,- r (A) Z ONTINUOUS BAGI(EIR ROD .. ...... .. & SEALAIsJ ls� �o Z FINISH < 0- V J_ F A SHEET NO. WP A 1 SHOWER SEAT WEEP SCREED DETAIL SOFFIT/CANTILEVER WP1 V 1 `J ALE s TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED® WEEP SCREED-- __-- CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 311_ 1 1-011 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 AT%4=1a:to] T_ 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" m A z 00 HEAD WALL m STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--__ WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE,SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 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 FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A O WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j a) U WALL FLASHING O OO Z R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED s- FIBER CEMENT SIDING O O FIBER `CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O CD-O L PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C cu WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO �� U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CU WALL SHEATHING PER PLAN N (u SHINGLE WATER SHINGLE WATER 00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM � O N RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 CD_ O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O OVER V- FLASHING C6 C y_ TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .N E 2 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to O L +r CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cuu) 19, CD - FLASHING TURN 3" UP WALL BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT � COUNTER FLASHING OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO d EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" °0 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE d BARRIER IS DIRECTED BETWEEN THE LAYERS, ROOF SHEATHING PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S Uj RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 12 - ROOF TO WALL - SHINGLE TO SIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3"= 1 1-011 SELF-ADHERED MEMBRANES USED AS 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 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW +' WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP 00 STARTER STRIP b0 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL— MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION Z' CLOSURE INSTRUCTIONS d o0 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A CO 00 STANDING SEAM METAL REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. MAY ' 2 STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL Virtual Revie Assist, Inc.; ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. Plans Review compli ted and approved PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. for compliance with the 020 FBC 7th Edition 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO Ahy Debra Anne ahr PX2300 CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. _ ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL W P 14 1,_O„ W P 1 5 FLASHING AND WATERPROOFING METHODS TO BE USED. a� a� > o Q o U Q � L W Q Z SHEET NO. WP 2,0, D 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 1 X1 0 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS 7-Z ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 311= 1 1-011 11= 1 1-011 WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED----__ 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 co 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 - BARREL TILE 7 "'"' ALE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE JB FASCIA P 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 -0 ON FRAME - 7/8" ,T SAND FINISH STUCCO :LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN RAKE WALL WP18 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLA& SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STR 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 CEMENT MORTAR--------_------- TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN -- 311=11-011 I O� HEAD WALL WALL SHEATHING PER P 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 PLANS 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. R703.2 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 W P 17 BUILDING STRUCTURAL FRAMING SELF --ADHERED MEMBRANECOMPONENTS. S USED FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE, MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. MAY 12 2023 yRevi�ew view Assist, Inc. Plans mpleted and aped for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 O O U) Cu N U N N Q Q- = O 0 O C CO , C O0 O C: O U— .( CD CU s_ O Q� O L Cn C !� I— C%) Q Aki N U) co O L 0L 0L U 0 O L- n N co m SHEET NO. WP 2 A