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HomeMy WebLinkAbout6195 Back Forty LpI 1 11 1 1 I 1 1 1 II I 1 11 1, 1 1 ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: = STAIR CALL OUT HEIGHT OF STEP DOWN SHEET NUMBER 1 INT ELEV NUMBER C = FOOTING CALL OUT - SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 ELEV NUMBER AO ARROW SHOWS = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR 1 DIRECTION OF CUT SCHEDULE ELEVATION MARKER Al SECTION NUMBER ;SHEET 1<---ELEV NUMBER NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 �-::ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 [I HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 CI STAIRS - CHAP. 3 Q CHIMNEY & F!REPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION, SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.S. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: CA. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS AS FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL PA1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS APR 0 8 2073 �0 < ,1 a tlirtual Review Assist, Inc. a� a c .ter.. Ftevier `omutated and approved .r,, compliance -with the 2020 FBC 7th Editioc -v (ic-h-d t;,Plwliiahr PX236B NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMEENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. 'so U- �r cc ? V) 0 W �, L � 'i '0� CY) --N V M 2 8 T-S1 V-I p U o ° Q a� Q �cJ) i w C C. zh- V i p ^ CL a w w 0 H w J w 2 00 0 Q q V Q ����¢OQ�Qu U0��0 ¢a <D�<a �- ❑~ (b000_OOmz .) 0 ZwcLwcnwwwnxx<:) Q�L1'<Z0U) < 552� Q LL O x o oQQa<X¢ w¢ 0 w O O Z CN O� D ti F_:CM O Q Un CM W F- O cM zvF_ 00 Z w WO O A qlT N O O N O O N O N co O N O O 0)0 O N N I N E � i Z o Nw MT O � O N O CO.V O O to ; I ZF- QZ O zw cn �--+ �--� 0)O W U w O _O UUN z nz5; owo -a- a IQ Lii = w w ~ mitLu =°_ z � O CL 2�2 Q 0 gww w,L z z LO z F � U < O O 0- • - m ,N _ Q� z z z (loop w W_j N N O LAST PLO T DATE • March 23, 2023 z� 0 J I COVER SHEET ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 0 0 O V' 0 0 v 0 v 0 Co 0 N 0 v Irm ME = LLLL Uz- H bo ELEV 30'-0 (-) 3-1 /2" 4'-0" 2'-5" T-10" T-9" 4'_4" 64" 2'-4" 4'-0" A 15 d 0 0 i0 I B I I M 2 B Cl I I S3 t I I II I I II F_ I V- cl It I II �Z �o No gl ��_ .I ~ I I 14 - _N C`_cN.i zl o _ ---- = -I-1 F L) ----- �I ' J U I I -' Z of N L)(� F 11 I II II J ------------ I W I t 13 II III II I I t I III �I I u II I I I II I� I - II II I II II -L-- -----, I Z.> I I I I 14 2'-2 3/8" ---------- ----- --- --- r----zi PLUMB. II II II �7— -6-3 1 /4" — — — 2'-6? — r- — T+ — 77 — — Tr —8'-5 1/8 " — — — — — — — T-3 3/8" — — LAV LAV L ELEC. CONDUIT SINK / ELEC CONDUIT II II �I I II I �I I 9 .;I ---- I o 'I I I I I I Ir II I I Cl I I I t L----- II I 6 1 I 14 I II —-------- — — — — — — ---REF.---�� rr-_rl I II II II II ----�r ---- r-----rl 20'-6" I I I I ITUB! 17'-7"1 12 u l W/C I II I I II 14'-10" l I I II LAV r I it I I II Li lL------------------------5�--- L--- ----- --------'L-----J m -------------------- C 8 10 11 ill 14 ii w I jj II � K /H C I S3 I II K LIT It 2' 0" S3 I AW SHER I II I' J ELEV ,�,X _ U- I lt!177 7 ,t �� l �� I ii B 1 T-5" -- N-------I---------- ;;L 3" ------ = 1 o I I I I 14 L 0 v m m* . pammegm '4' L T-0" L V-8" 6-0" 4'-8" V-8" 16-0" 1'-8" 2'-0" 6'-8" T-0" 19'-4" 10'-8" 30'-0" FOUNDATION PLAN (ELEV B 1 /4" = 1'-0" 0 v 0 O N CV in 0 0 v 0 It 00 EO 0 Ln o ELEV 0'-3 1/2" U� t=80 a - FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS 1 1/2" DP X 8" WIDE RECESS 3O 1 1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE SINK - KITCHEN �6 REF WASHER 8 W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD C FOOTING LEGEND TAG TYPE SIZE REINFORCING t`A1j THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY APR 0 8 2023 r 4irtuai Review Assist, Inc P�.ans u views completed and approved compliance wvii.h the 2020 E9C 7th Edition aV !.ioh "l ,�nne t� -llr 4X2't)0 M 04 M FL - ^ ; Lo Co Lo I. W Q i I L > �O � U _W cq N V -0 -b - 2 M 2 O � Z)° O LL 8 � g 9 Q .Ns w� :. ^` QN cO M W L O CO a 0LLj uj WOH Lu W 8Q 0 -< ���z� z C� W Lr�� JCoO��0W000W JO Q U aox z0 o 00 Q f— Cycn°�1rozoWoomZz L 0 �noajinIWWc5xW¢px_j C1 0 Z -j < WQOZWZOWUOCL LL < Lu ��F �Y23QQ Q oW o 0<<X W a O F- W O O Z 04 O� o 0 u) M o J U? � z < W � � c'M Z U W W J� N O 0 N O 0 N M 0 N M 0 N M_ }. ' O0—) —0N N I N � 1 ' z NL0 � W > o 0 N 0 M 0 0 I ' MCr CO ZZ Q' O W zW moo O U ()oo y L F— Z =)Z> p W — 0 X=< C) x F- Lr) = m = W V p?p T-1 ZO= W O Q�� Zoo (� Z U aZLL Z e. cl � z _-� F=- O U 0 � � tr Z A 1 Z w W J N N O > LAST PLOT DATE cli Z . . A.—i O J MONOLITHIC FOUNDATION PLAN B 0 b) N o `t zo 9'-11 " SH 25 HD AT 6'-8" EGRESS OWNER'S SUITE 15'-8" X 11'-11" 8'-0" CLG 6-0 5/8" 1_ T-9 1/2" 4111511 13'-9" 6'-4" 3-1/2" / 5068 SGD c� 2868 L v � / H.B. i Q / N / In / N / C / o / GRE4AT�ROOM VAULTED 6'-3" / 12'-7 5/8" / o / N 2868 N — — — 2.5/12 VAULT. O. BATH N 12" DP I CLG 8'-0" CLG (5) SH E:ITP W.I.0 8'-0" CLG - TB 36" x 60" I U)SHOWER 06 co PAN ��� 0r DRAIN - `ti DINING Lo `r 10'-0" X 12'-6" co SHW HD io AV & VALVE VAULTED COLO CO U) a N _?� R & S U_ - = m N pU, 4'-2 5/8" T-3 1/2" � v o 0° Co N v M CPT. � o 06 j I� T LE N in in ILn z. ! i KITCHEN BEDROOM #3 g; ti 12'-6" X 13'-6" 118'- X 10'-1" p N N c) O Ili VAULTED 8'-0" CLG N z O 00W O III `oW �� �v I� 2.5/12 t= ---- q VAULT. Q 0 o? Y ii CLG w 1V-61/8" "' 2'-31!2" DW 2668 ---- __- iv 2.0 4'_6„ 00 CO 10'-3 1 /8" o0 77 2668 '-3 1/2" T-9 3/8" oo T-11 1/2" 4'-5 1 /4" C - x" 8'-0" CLG p w 668 REF = N - O CV BEDROOM #2 N N 9'-10" X 11'-1" 5 SH 8'-0" CLG 2" DP (5 co TP TI H m I N BATH #2 8'-0" CLG r3:-2 3/4" 2'-9 1/2" �� v CO C)06 M N N 00 o= r-----� 2.5/12 PROTECTIVE INSULATED Co \/ VAULT. OW/ BOLLARD I — — — WALL o /\ CLG L -J 20 MIN. RATED Cl) 00 DOOR W/ AHU PLATFORM 22-1/2" x 54" WEATHER ATTIC ACCESS7 STRIP LAUNDY FOYER'' 8'-0" CLG 4'-4" X 12'-8" S3 `r /2�d� `L�) VAULTED SHELVESIN � LAUNDRY AT 60" A.F.F. HANSEN 00 BOX O DRYER D W `�) VENT 3„ I C? 4" PADDED 4'-5" v FRAME WALL — I D AT6'-8" _____________________ H I LINE OF GARAGE IN OPEN POSITION 1'-8" 4'-4" I I I I ' 00 6'_0" 4'_8" in I I I PORCH 8'-0" CLG H.S. I 16070 o N 1'-8" 16-0" 1'4" 2'-0" 6'-8" 2'-0" 19'-4" 10'-8" ,FLOOR PLAN (ELEV B 1 /4" = 1'-0„ 30'-0" 0 ir) CD 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. L3 = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ FT 1928 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) APR 0 8 2023 r'\ , r, V!rttlal Fjkeview Assist. Inc. - nC v:e compiet d 'i�..v i�e.,_w r�.....c.. and approved corn phance v,!ftii the 21320 FpC 7th Editio�' ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE D 30.0 -33.9 30.0 -33.9 co o }� N ', t-4''•� In O K� co LO .f.z z LU w IY p z Q to N LO - 0 C`7 N GI �� V) ■Ifts'' N M U -0-0— m M i O 0 S o _ t U Q 0- W L 0O E� a LU W ULL ❑ LL uj LU O F- ��a�Q Lu F-Cg - LL 0OzO� =Oa0a <WOZ 0� CK HU co sJ�Q a°�o�omo<~10 Lu woLL ¢❑_j�w<w�oZ �Lzw� aOJ<aLL Ow t— gY❑QQ Orr C)D oaQEr a LLa 0 LL O O Z W O� �_5 Z) � CM O Q w CM � w r-- z M 00 <� Z C) w W _j0 O d' N i I = I _ I O O M N N C) O cc) O M14 O N N = M r N _ z 0 NW O CD O OLo _ coLO w (n Qz C)w O W U 000 UVU) Lo O pzj pwp 0� �— C Z a a LU WQ LU 0 H- 2 I- 1� z0= W <I-� ■ Q O U ZIXO w IX Z LL Z Z U)z U J pow W z A2 IX z LU W _j O N N O LAST PLOT DATE Z0 J FLOOR PLAN B I I III' 1 11 1 1 11101 1 1 1 l 1 1! 1 11 !I 1 1 II 1 1 1 I 1 1 1111 "! -' : 1" I i 1 L 6'-0" 6-11 " ROOF FRAMING PLAN (ELEV B. 1 /411 = 1 1-011 0 HEEL= 4-1/16" PLUMCUT � 12" 12 5.9 7— 2� A� 01 12 — — — 2X4 LABELED END MARK TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOCR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRJSS 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 OUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES REFER TO ENG. PACK FOR CONNECTION V-0 5/16" 2'-0" TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3LO U CJ1 v U V-0 5/16" 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING ATTENTION' DON'T LIFT SINGLE TRUSSES VATH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 60' pan Spreader Bar / 60 degrees y ✓ or less 17 I 1/2 I 2/3 to 1/2 �1 line I span approx. TjIm. r span approx. I REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-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 = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates 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 DFSICNFD FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE RlOt Created from BID B312288A AS 8/6/2015 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 RB01 Add Vaulted ceiling in Great rm, AS Dinin rm. Kitchen.Fo er & nt 12/29/2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/23/2019 RD01 LCA JTH 1/4/21 LOAD# DESCRIPTION INIT. DATE ■ Its revision revision block for alts only. CARPENTER —� CONTRACTORS .OF AMERICA 3900 AVENUE & N.W. WINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 FAX: (863) 294-2488 BUILDER LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450B 1325 ALT DESC: OTC LOT 1331 BLOCK 40 DESIGNER I PAGE DATE 083 06 2015 LAN# SCALE N321594L 1 1 /4 Z co N r s. °s' L N O •� < A s t � •- yl � - z w w Of 0 z Q > LO W 90 M N ti co 5 V) V �_f Cn 2 A� t 2) 0 U8 T11 �� 0 ti 8, o Q LU QN c N >` cOE00 m W W O �LLj LU Q u cQr zW Q�raaa�o�o X< z~Q� Q U<�mJOZLL LLJ o¢ �IW�UWLX<O ��Z �aO0WQZWz0CLQ LL OW YQ OQQ LL ¢ O tl >R O O Z CN O� 0 ti � F- (M O M L0 LL I— W 0- eM CC 2 — Z U W W J� O J F 8 23 'Plans R V rtua I 4V 0 •skis e ;r1 - for romplia ce c0 pfet.0 ar ay ebb /;n lliltO r11 N N CN 0 N Cn M O N O Z t O Nw O O O O O I I 4 M V 5 I I coZ� VJ QZ O Zw O W U mLLJ oo UUY) Lo Z �Z> owo Q O F— a�a w Q Lf) = m~LU rl Zo= .. < F- zoo Q C) gUj� Z LL Z a U)z Z U < p _Q W z Z z w W J 0 N O V­ LAST PLOT DATE N . . March 23, 2023 Z0 J ROOF FRAMING PLANS B GENERAL NOTES.- * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALL. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT APR 0 8 ?n?3 rI Q c1f �y9 �YJt . '/i'",{Zi gpview P'Ssl5 , Ific e vie!:- i-ori,;;i ; d and approved ', 7th Editior, ROOF PLAN (ELEV B 1 /411 = 1 '-011 e ,.rre n M N N - ?... r€ i. M Ln O fs� LO p4 w 0 z Q V) Q) L10 ' W L u 0 N G1 c")cy) 00 V) 2 E 0CD t O ` o 0 Q S .N w N 0- N W 70 L p E f 00 0 0. uj W ❑Uj a zW �Q a W Q< Of 0��00 0Jy v Q �J Qf ZZp=0ZO�OO -1 Qnw0ZIL_OWw_Qw W~ Q=O~Oui❑LuO W J LL 0 0LL �LQu0Wc ❑�Q ¢<Q Q O LL 1 0 0 Z W OF_ L :) r-- O F_ M O Q U) M � LL ti z < W iY a— cM a 2 - Z U Z w �? Lu0 0 N I I I I I I O O O O M O N G N M N N cM C O N I N i O Z O O i O i I 0 No o O N O M O 4 O In I I 1 QZ O zw +-+ 11-0 0 W U _ o z z 111100 U U C/) LO0wo :0zj `— 0 z F— W_(L W Q co w ,--I z o = W �Fo Q U gww z z 'a V) 7 C2 C U < 00CL W z z z Lij J O N 0 " LAST PLOT DATE Z� . . O _I ROOF PLAN B L SHINGLE RC 1 1/4" THK x STUCCO BA 5/8" STUCC, OVER CMU FRONT ELEVATION B 1 /411 = 1'-0" REAR ELEVATION B 1 /411 = 1'-0" RIGHT ELEVATION B 1 /4„ = 1'-011 i 775 5/8" STUCCO OVER CMU i�_ y LEFT ELEVATION B 1 /4" = 1'-011 .EV AT 8'-0" T.O.M. :VAT 0'-0" FLOOR FF VGLE ROOF ELEV AT 8'-0" T.O.M. 5/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL © •• - FINISH LEVATION SHEATHING FACTURED TRUSS ,RIP EDGE INUM WRAP INUM SOFFIT ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 6 OVERHANG DETAIL 'AIa _ _ n" __r 5/8" STUCCO 7 CMU COLUMN DETAIL A'AIA"_ 77 _ ELEV AT 8'-0" T.O.M. ao � I ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ I _ ELEV AT 0'-0" 1 ST FLOOR FF A5 ir 00 m ELEV AT 0'-0' 1 ST FLOOR FF ELEV AT 8'-0" T.O.M. NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO 8-JELEVATION DETAILS pia„ = 11-T 5/8" STUCCO FINISH ---- 2" --�) L VARIES N N ASSUMED GRADE 9 ELEVATION DETAIL 1-1/All_ 1 1-ni, APR 0 8 2023 Virtual Review Assist, Inc. 'lags Review completed and approved or compliance viith the 2020 r8(; 7th Editior 1 1/4" THICK uL FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A 'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ;,,� No e LO GOO Ln AROO ° s Q S O w 0 z Q (^�, (D LO - " W L u o v t� C3 w u a W � O .u„ 2 p M: o Q i U Q — �N n` wO^ QN 0 E 7W� }6, V n W U� W 0 Ld to W 0 I- f-Q � xgQ cz z =�-_jQOQ�Qu_UO2O Q F U f— 0 O O a Z=,, 0— Z Z- 0'~ Q Q Ot���OZOfr00mZZ�U — O Z W W W 0 d u5 W W Q' Q J a�QpWQozWZO��pa U- O W �_ H �_ Y O Q Q Q Ox O OQQ< LLQ 0 LL O O Z W OF_ M O Q M L0 ILL F— lifCLcM Ifa2- ZVIa- W W J O O d' N I I I O NO O N N M N N �- o N CM O N o N cM O C o O n N CDo I N I ' z 0 Nw 0 0 0 0; � o � N ch � to i I qq co �/ (n Q Z w O 0 W v "'00 C)()Fn Lo O O�Q r� Q c) z F— O' �< L = W w F,a H z0= W ■ O ZWO Q V gZLL w Z az Z m� U < p CL _o W Z z z z w WC) _j N NN O T­ LAST PLOT DATE N . • March 23, 2023 z 0 K J EXTERIOR ELEVATIONS B A/C DICONNECT WP GFI PORCH -------------- ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-0" METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 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 S FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT. 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to Tooter steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS APR 0 8 2023 Virl,ijal Review Assist. Inc. =arts review coonpieted and approvet ri cornpkance vvith tine 2020 FBC 7th Edition ,,; (ter,,e Ahs,B If" iahr uX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io Ik SWITCH 0 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM c 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ 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 �F TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET - SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -{J PUSH-BUTTON DOORBELL -A - CLG MNT LT FIXTURE -- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE TT NOTE: C, 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE C USEDIF 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER (� 50W PAR20 NFL 4" MINI ROUND RECESS io 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 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 c D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 24:;;? 24" VANITY LIGHTING 36 =,;:g 36" VANITY LIGHTING 48 48" VANITY LIGHTING Mr EXHAUST FAN/LIGHT 0 EXHAUST FAN �j DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL 0 INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER 00 CHIMES (DELETE W/ INTERCOM) = MASTER STATION Nii;J ELEC PANEL VACUM OUTLET AT 12" WAI CEILING RETURN AIR A/C REGISTER OT THERMOSTAT In SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. — W � L C �O q U ' 0 c � 0 (N N "i 2 V -0-0— 2 M 2 M 2o OAS oQ w Q.� 7W V L cO E " o� ^ CO a a W q LU ouj vi w0~ l�-< oQ� o��O�¢w002,0 Q ax¢( z:�LQ cyW�wooWg�zw oOZ1 zz ¢�a_¢owO�p< Q ILL -¢o=9Q�z 0Q 0ZQ<¢ Q O LL w O Z N OW F_ cM O Q U) M � 2u)z �'ti < W < Lq H' of M Z U W W JC:) n (0 N � { I I I O O O N O N CO) N N M C)C)N o n o � � N o � ' Z O w N o O N o M O 4 o L6 I I I i co!/1 zl­- vJ QZ w O ♦.J O W U co_o (jVo) O =)z5; O�o Q C:) Z I- a_a L J = w Q LD m~LU z O ■ ■CLg C�Q U gwx w� Z az �Z Z OU C 12 W z Z z w W04 0 LAST PLOT DATE N ■ March 23, 2023 Z� J ELECTRICAL PLAN 1 1,11111 I 111 II' Irl 1 P I I I 1 1 1 I 1 fi'lll I I I MI 10, 1 1111 I I I fill' 11 'R 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-COW 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 T C CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREA EJ 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 Cl PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 Ml ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 Ml 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 Ml 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 (:524 Ml 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 Ml OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 Ml 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 (1-13C) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 POF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "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 U240 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-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4,3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. Ill R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo�r and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" 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 Y8". 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. APR 0 8 2071 v A, ,�l-`tlai 'review Assist, Inc. ,.r,(: t_;_V! w corlpleted and aped s;r; i=astir:i �,.th ih 2029 FBC 7th Editior rx23 0 M N 0 N - M _ N M r, L0 O 00 o AR < W W !Y Z Q (n N L E 0 Q� 60 C %0 N COcoCIO y v) TA�A%,, -0 -0 - W Z) O U o _ 0�8 oQ D sU Q •N LU Q� V 6. o E� - ow wpLU Q w � OX��p��O0L�00 z Q Ia- (� ¢CY 0(1)W1OZ0W00MZZ jl 0 Vi O 0 Z �pa��z oZzEL0WO Ql W O�QW �YDmQ�Q a pQ =O pQZ �Qv O 0 Z W 0� U 0 0 M Q w CM � LL It G Zoe I- � 0- cM 0- 2 o ZUF¢- W W JC:) N I i I I I I O o00 O r M 0 N N N N r M r M 0 0 0 O r N o ' t N o ! ' I ' Z O Ntn Of � o 0 o O o L ZZ a 0 ZW (/) _ �--� 0 W C)0 ZZ 000 U � O 0ZLo j pW� O� Q C) Z l Lu y , = W=Q co F- O ZOO LLl QH� ■ O Zoo Q 0 `J gLU ZIY W Z Z ry .1 - Q W F- U � O co Z Z Z LU(N N T_ LAST PLOT DATE Z 0 STRUCTURAL DETAILS I I II " I I I !I I I I I II I III I I 'III 'I' III THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH A-TACHMENT. METAL LATH — - +HALL `'HEATH+FiG II I II 1..1.,... -...._ I I s X I I I. I I 16GA LONG (3�4%1" CROWN) - fV = -i fOC.ERT BETWEEN y 1ISTAPLES,&, 6LONG {3.4°-1 r1r c1,IES � 6. STUDS (N0TEDTHUS:_1-OFSET C C. VERT INTO STUD" BE'7`WEEN SUDS AS SHOWN 'NOTED TH12S ' v METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3°4" _ T-C' 'CET,-'dL EK.CEECS T-iE REQU;P,EMEN-, S' FOR FBdP ?103' 1 LATH -'ONL'>r APPLIES 70 LENNAP TPA V1MX"* 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 STUB -OUT FOR -I GAS METER 0 — O CV H C G 0 O 0 a 0� 1'-0" C?° ' o '� U 0 0 x • 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-Y (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 cal ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE } t + + + + + + + + + + + + + + + + + + + + + + + + } + + + + + + + + o + + + + + + + + + + + + + + + + + t + + + + + + + + + ifl + + + + + + + + + + + + + + + } + + + + . + + + + + + + + + + + . + -I- . + + + + + + + + + + /++++ ++ -0" (TYP.)4' 0"4'-0" + + + + + �! + + + + + + + + + + + 4 + + + + + ++ + + +t + ++ + + + + + + + + + + + + + + + +:++ + + + + + + + ++ ++ + ++ + + + +++ ++ + + + + ++ + + + + + + + + + + ++ + + +++++ + +++ 0_1 15/32" CDX I PLYWOOD OR 7/16" 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 MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 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 woodpanels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL--v STD, 900 HOOK r- BOND BEAM V)I W Q STD. 90° CONT. #5 CONT. #5 HOOK BAh BAR OOC #5 CONT. FROM FOUNDATION C 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'Dtposts PLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI 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 Sol# STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. -4 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 oists to ether and nail from each side with 2 rows of 10d nails 2x4/PlywoodlUS6 web stiffener 2" min. 1 g required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - - - Under 2nd floor cnh,mn w/ Innds N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1116" 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 O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap + / + ,ti Boise Joist Blocking Llse 3" 11 id) 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 support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CO CO 6„ A 1%2' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 1'-0, 1 1" 1.2" 1 2„ .I,_3" 1'-.3'" V-7 V-"11, 2,-4" 2-9r" 3'-2" 3,-7r" 12 1, 0„ 1,_1„ ,,_2., 1 _2- 1' 3" ,._9.. 2'-4 2'-11" ,, ;.. 4,_2.. 4,_9" 5'-4 16 1'-0" 1'-1" 1'-2" 1' 2" V-7" 2'-5" 3'-2" 3'-10'. =9" 5'_7" 6'-4" 7'_2' 1 "_ 1 " 1 '-2" 1'-?" 2'-0" 3'-0" 4' 0" 4' 10" 5' 1 1 " 6'-1 1 " T-11 " 8'-11 " 1' 1" 1' ?" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2"' 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE. HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - 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 BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC wl (22) NAILS 7 R TRUSS OF PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can J up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Jc \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN SIMPSON H10A w/ (18) 10d x 1 1/2"' NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL ° ° a ° a I I a �_� I I761 I I i• a 11=i 11=1 I IEEE , III= I I • l�l 111 —� I-1 I-III-1I I-1111911 IL: I I FINISH GRADE III I I —I SLEEVE THRU STEM-/ SEE PLAN FOR � '• a • • FOUNDATION INFO ° a STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. IT_ ) I lI SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" —\ CENTERED @ PIPE PENETRATION rPLUMBING LINE -------------- ----------------------- SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FI.11 1511I—I \ ° a / I III SEE FND. PLN. SIZE & REINF. APR 0 8 2023 rX_ Vr l� brt 1I virtual Review Assist, Inc. ;> ans t<eview completed and approved ,,;Ji;ipiiance v'aio the 2020 FRC 7th Edition I;J (ieitra r'.n;h I'"taI r I'23i;G N 04 r \ co t o y� t O 00 aL l '8 ,•.hdi w 0 z Q SIN (D a) LO L � °u W L o 0 M d ti M � ,�� f iD_ 2 % N nV W - L om � � ` O o 0 ti o 9 Q t U ci . N IU LU Q N L MO E 7W V a I0 W Ld w W W J w 0 ",n03�ail�iVo� T (D Q Q U X=0) �O5Z WX 0z20C'F— JO I— = O O 0rnW�OZpLu ��a jm W W �tnLL�Q0 5 U co O Z aOuJ � 5 �Lu6 Q0 < 0� o D oaZ� O 11a 1.-atL 1 O O Z 04 Ow U) ti Q F.:� O z < U) M LO CL w - ti z In < LU rYo-2V­ F— � 0- cM 00 Z U LULU C) JCD N : r I r i r ! r I I I r O o O 0 M N 0 N N N N •- _M �- M C) 0*3 o C) n N o ' I N O ' I I I 1 Z O Nw o 0 0 0 o I ' �^ >_ zZ Q Z C)ZW 0) 4--1Ll.l O 000 U U U O 0Zj 0WO mc z a_a Q Q = LU W=Q V 0 m~O F- r-� z o � Ui �O Ql_-0 • • � O Z (0 U gwu_O W� . Z az to �� 1 Q U � 00SN1 m z z z V N LAST PLOT DATE ■ ■ Z STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYI VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH \12'N.O. ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR =-- — 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH lx2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER - MUNICIPALITY. `�' 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CNI co D 00 6 MIL VAPOR BARRIER r COMP. SOIL. (COMPACTED TO 95% =1 \--NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III—III—t I I I I 4" to 6" BELOW GRADE ASTM D1557)_/ ASTM D1557) (2) #5 REBAR CONT. 3" IN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Z �N J.. 00 SEE A/S3 OR J/S6 ILII I I I ITIiI I I I �I i 1. FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) i D �-1 11=1 11=1 I I D ' I•;,I I ITI I ICI I I„�I , P� 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV .6x6W1.4xW1.4 r WWF OR FIBERMESH `r' ° IhI—I I —I I- O D A I ICI 11=1 I I —III—' T 1 81 1 -I'T.._--- r,,r I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"06" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV "' ELEV. 0'-0" IL =LL° a a °. A.F.F. .d . 0, a. d. ° a . ELEV. -0'-31/2" ° e a 2x4 CONT./'-.` ° A.F.F. O °a ° ILL eO d - N I I ° GARAGE DEPTH VARIES d e e ° 4 a GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P T. BOTTOM PLATE 5/8 x10' WEDGE ANCHOR x 6 Wl A x W1.4 O. 24" O.C.) 2 WWF OR FIBERMESH 3 1/2" M IN. 1 D �— ° b z ° I 11-1 1 1-1 1 1 I I=I 11=1 11=1'3 1 /2"(min.)- 4" _ D —I T I I —I 7- 3 1/2"(min..)- 4" I I=1 I I_I- i I 1=1 I I_ I I 1=1 11=1 11=1 I I III —III Fli (2)#5CONT. 1 �IIIII�IIIII�IIIIIIII11181 4"11411 811 U.N.O. MIN. TYPICAL BEARING WALL @ STEP (ab SHEARWALL "SHEAR WALL" SCALE: 3/4"=l'-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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 IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. z D I I I=I I I�'31/2"(min.)- 4" 00 — =—I I1=II1- 31/2"(min.) - 4" =1 � 1=1 l I- — 1 � 1111—_I 11- _ =___ —III i l l l III —III —I I-1 1 I-1 1 (2)#5CONT. 1 I4,I 11 ,1111 i1141 llll„I I.; i8l- 11 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 6cC SCALE:3/4"=1'-0" S3 SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2-0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY ,GoN ors 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 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 @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x WII A WWF OR 2X PT PLATE 20".MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR C142x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z M G oD FINISH GRADE °O 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] — — — A �jj_ D o. °P ° D D.. _ °O 6 MIL VAPOR BARRIER -1 I I I I D ° I —I � I—I-1 I 1=� R 1 7/8" III —I It I —III— T #5 REINFORCING BAR ° 1=III=III=III=1I1=1I1=� ; _ N z D° D III —I 11=1J—I i I —III —III- Z I I I o. 11=1 11=1 11=1 11=1 I I' #5 LAP SPLICE �° I—III—III—III—III=1 I � I I� I I I I . 11=1 11=ll III � 1 g ' D III —III —I 11===III—III- N I 111 I D 36" MIN. LAP [36" MIN. LAP] I=1 III —III —III —III—' T COMP. SOIL. (COMPACTED TO — _ _ _=1' 95% MODIFIED PROCTOR ASTM �= I (—III—I I —I I 1=1 I I —III —I I —I I' 10" II=15I — I II—III=III=11� ll=Il ,ll1 D1557) ICI II III�II�II�,I�II�II�IIII�I�I�II-1 I_-1 I I —I I �I I I=III=! I f=III=III=III=III=III- 4" 1-4 #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK FRAME WALL TO C.M.U. WALL CONNECTION r D � TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° ° e 00 SCALE: 3/4"=1'-0" "v GRADE I I 1-(1) #5 REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE Ll� SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 CV °.. ... -T _I � JT1-1 � 1-1 • � �• —III—I I + TIIII� I .•�. I� BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 OR J/S6 J -I lli I I II lil „III i Ililt FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, 0 CONT. BEAD SEALANT < s. °, a INTERIOR 2x STUDS @ 24" O.C. U.N.O. d° ° 'a .. .J 4 n GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB'---- 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d ,. M 6 MIL VAPOR 711 —i'1.1 � BARRIER I I I I I�-I I I ll I i' i I flll�Ill=—I I TTT=1 11=1 IT 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K 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 a BOLTS 6" MAX FROM o END OF 2" x PLATE W D J U) =1 I=1 1=1 I I r ° =1II=1II=1II Wuj '' —III—III III —I ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2c4 P.T. PLATE d 7n6" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7r16" O.S.B. SHEATHING z ATTACHED PER NAILING w � SCHEDULE j w —SEE PLAN FOR STRUCTURAL g 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 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-i&, COMMUNITY SPECS 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#) 6x6WlAxW1.4 N �: WWF OR FIBERMESH �, E I—III—I III I I —I I —III— f (2) #5 CONT.—_ ON 3" CHAIRS (TYP.) 8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH d ° d _ 11=111-1I1=1II„III III co -111 „III-1�1=ICI ICI „�I SEE A/S3/J/S6 4" 1' 4'' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K"M_� SCALE: 3/4"=l'-0" �S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' ° M co GRADE d _ ri= I 1=1° d W ;III —I I d z=—I 1=I III —I I-1 I I —I I i W uj o oui �� 1 1 11 l 11 l 11 a� . l I I—III=1T_i - z Q v I— ° = M—< W I=1=1II=1II=1 I —III I I I I 1=1 I I -- FOOTINGLu -III III —III —III —III —I I_ II=1 I=III- 11,;IIIIIil1111illlll��lll BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 APR 0 8 2023 0 1 dirtual Review Assist. Inc Flans Review completed and appr ed omprance v�iith the 2020 F80 71th Edition `"Iy OcjGTa Ann= I'I".ahr PX2360 M N r <' _ N ch 43 N c�M to 00 Ln { � P w w 0 z a i W '= -,0 U M 7 } tom' 0 O- u a V) V -0— M _ t") .o u 8 rn 0 li 8 v Q lJ/ 0 N Q S U O � .N V W a� �. o E� a V) W 0 LLJCn W p LLJ < a X Xa~zI ¢X���0OJO� JWpz�Q ix z Q U � c cnW0§0Zu0W-00,m0Za z aZ Ua O O Z CW 0 WW -�O0. _j<<0W a? W Z a V)O LL pW �WZ�a po oQQ 0 aW O z 04 0w � (n O cy) gq� J Lf) F- X M Oi EL � 00 zv< Lu W JQ O N 1 I I 1 1 i I 1 0 0 0 0 N N N N r- O M •- N M O 0 O O T 04I O 1 N O I 1 I 1 ' z O NW o 0 0 0 0: l LO � �- N M I i 00 z (%� Qz W O +-+ O ILLIz u . O O UV65 L 0 ::)Z5; ow- Ors z awa Q 0 = w=Q ~~O H t—I zo= ■ ■ >' aF-_j 2 ? 2 zwfr Q U gWLL z z pU _o m z Z z W ui J NN LAST PLOT DATE ■ ■ z O STRUCTURAL DETAILS - MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TOEEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM ELATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� \TYP ) SEE ELEV. � II SIMPSON SP2 w/ (12) 10d II NAILS AT EACH STUD CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT A SCALE: N.T.S. �S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J mm!'��f i� ®� -RWAU®M - - • � � • � _ —''INS@ ii�l—' NEI MEN IIII� ■��II MEN MIIII 1111100 ■III lily■ MIIII Ili■■ �IIII IRIL� 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4' FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR ..,. TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. e , SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ Ct DOOR OPENING DOOR OPENING MMI EXTERIOR ❑ ❑ ILI] WALL ❑ ❑ ❑ ❑ FIT ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET I -OP a aARAGE IOOR vvvri rnvr� 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. �'14 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 (2) (3) (2) (2) (1) LSTA30 (3) 1 (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �Nw 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) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op SIMPSON HTT4 TYP. �p 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 SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 27XTUDS @ 24" O.C. —� /8"x10" "J" BOLT @ 24" O.C. MAX. IN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d. °Q a. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED • 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG, TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C P.T. ATE 311virOUiN 0r4 SP2 onvirouiN ; SIMPSON SP1 SIMPSON SP4 10( ST co _J- M . TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 d a ° 2X8 P.T. BOTTOM P AT SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 [TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U rg U) 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. �'L4� P4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE � 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C 1 (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM — PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. i&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. i&NUT ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING c c BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. APR 0 8 2023 `.k d 'HlrtLjal Review Assist. Inc. C,/(y iai s R d aid approved evlev? compieta ancE kith the i!7_DB> 7th Edition ;v Gf ra ,1(1Cle t;iaiir I'X23u0 co N co N co 00 .,. LO 'may z - O 0 w 0 z Q SIN (D a)� c W 6. u 6 } ��� t ' P -L t O C: � 0 2 U < w QN SIN` W L O E� a W U W ow wpuj F H~ -1 �¢~zx a ogO=�_�p�:xu)wQ00'- Q �cn OZOW00mc F- O u�wawinwwwin��¢�� U) Z QIO¢Qpwa�zwZO��pa �I—w 2w6a LL Ow z 0X o D oQLLa w¢ o �a O O Z w O� p�cy)o z Q � M � U) LL "t u) ti lf') I—�a.CM 00 Z U Lu W J0 0 mi d- N I I I I I I I I O O M O (V O N N N M M O CD o O .- N o ' I N o ' I z O N1^ w C) CDN O O O V/ u M 4 �' �/ z00v) Qz O zw � O w V LU00 U U cn 0 0Z>_ goILILI QA Z a- L = w=a / m~L T� � O Z41 O= LL.I < � 0 . Q O �of (.0g � () w z a-z r 0U 0 a. m z z z w ui J CD N N CD > 'r-- LAST PLOT DATE 04 Z 0 STRUCTURAL DETAILS -- L! III -- — I - I -- --- I 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" G.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°t 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 1 O/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 SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 APPROX. 8 FROM EXTEND AT LEAST 90% OF DOUBLE TOP PLATE RIDGE FASTENED AT @ 8'-0" O/C. WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & TOE NAILS @ EA. END (2)10d TOE NAILS @ EA. FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 10dX3" @ 3" 0/C 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD (2) 16d NAILS SLOPE OF ADJACENT SCISSOR TRUSS INTO 2"x6" P.T. PLATE ) 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 wl (7) 10dx1 1/2" NAILS AT 6'-O" INSTALLED PER MANUF. ATTACHED w/ (2\ 16d TOENAILS 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 1 Odx3" @ 4" O/C @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STRAP MISSED VERTICAL WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 SECTION 3 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N M M IF >9" SEE 1O/S6 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES CO 2"x4" CROSS BRACE (2) 16d NAILS AAPPROX. 8" FROM -2x4 RAT RUN BRACING % RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ 3 () AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & 2 10d TOE TRUSS SPANS () LENGTH (SEE TABLE)10� 'ATTACHED W/ 2 -16d � � NAILS @ EA. END GABLE TRUSS 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 @ (2) 16d NAILS OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 48" O/C FOR THE SIMPSON HGAM10KTA —2x4 BLOCKING @ 24" W/ (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 E 1 E NAILS " 6" O.C. (4) 1/4"x1 1/2" SIDS O/C w/ (2) 16d TRUSSES FROM EA. E ES AND 12" O.C. FIELD SCREWS 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 TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS _ CONNECTION 114"x2 3/4" TITEN TO CMU 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 V OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :... EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, SAME SPACING D ) SECTION SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 l 9 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" !SH SCHEDULE kTTACH M E NT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. 15 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 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 MAX. 9" SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS —\ ATTACHED w/ 1Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/ (4) - MOISTURE BARRIER 1/4"x1 1/2" SIDS 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.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ, 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-O" 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS —t.viv i . o�rrnuv�a - 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 0 z W a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" _tj O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. LU O Lu 0 o ' 0 v IZ o LU m - o v o 0 v d W .... o Q o o XQ 2 — — o W 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 LBOTTOM 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 ! 1 AS PER BCSI SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 APR 0 8 2023 V V Virtual Review bassist, Inc � ` ��✓ Plans Review completed an,.d appr0va or car,pliarlce vritn ilt;: 2021,J 0:r10P Anti:: V!i.dli' 1J'.ii1 co N O p N N co �' LO O e'r r r- �r:a •� l_0 a 6 ({' 0� ¢ ?' 4` 0 0 3: W Df 0 Z N > _W `O 0 U N a; 0q �� M � f ' V) v -0 -6— 2 � W L L W 2 o � 00 � o U- 0 0 ¢ ¢ U .N Lu Qry V ^` 00 c W >` O E ^ N V ^ ) 4 LU (7 W ow WOE LLJ ¢ z �0�.�¢O¢�¢tiU00U--'O Q Q U E— �0o�zE,-Zz o~¢a aU)WMOZOIr00mZd- S2 0 0o O Z _3QapzYOZzLL0WU a � H Q O W Y Q Q 0< o o¢QW U- ¢ 0 a i O CN z W O 1­- Ln >(�O z ccMO Q LO cn LL (n Iti ISM _M 00 Z U LUz� W J O O N I t I I O O M O O N O N O N N M r- M O 0)O CD�- N O I i N O I I i Z 0 Nw o 0 0 0 0 � I I I n � N cM � u'i i ^ 00 ZZ ♦,/, Q Z W O Z �--� O W U 0 000 UVFn [.._ O m Z j 0�� z Or W= co LU W '' nn V Ono z0m W IZ QHZ) O � M zo CD Q U gW� W W z z �Z mz �� U J O_p m IW z Z z W W N C) N N LAST PLOT DATE . . z O STRUCTURAL DETAILS t 1 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45^ DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T, TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 - 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2" ( ) FURRINC TAPCON. INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4' FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL OR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TOPRO DU TO PRODUCT 2" EDGE DISMT. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" i! FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN P 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS 1 E1:r MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAXir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 7/16" OSB , 2 x 8 BRACE/ BLKG. ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 K, SCALE: N.T.S. Qs",) SECTION A -A 8" A/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. E N D PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA, END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX' 8 FILL SOLID BOTH CELLS #5 REBj (TYP) STD. 90' HOOK (1 +5^ NOTCH WEB AT FIRST 2 COURSI " CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xi 112" 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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." 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 Lj i JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL_ BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR 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. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F. F. D _-1 11=1 I I-i I I-1T_IW I Ir - I—T=III—_I I I- D GRADE ° ('7 p CV � •D D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA, WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S I IAIAt%nCOTADI C IAICTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS _ = APf-H ='LAI J AND PRF -= 14(F TF .1 S- -- Ni_,. 5L ALJ_I N I -4 , t �IA A YCNCC: PE=: ` - `.; ,TE ' RI' l ': I _ = NT ENTED nC K14- NAILED °Wt TI F'dFF:Y t t-f FF -R'' i JW 1iu No'l- S fF �F- T .IATERIAL `_:P4N : APA.CI 11 T L)E3 ,N RE is , `'PE_: F I- .~':_ R ::C',1P NENT,!� AND CI. LISTED IN THE iE IC°v _�r,ITEF A (_ N SHEET SN. 1i1 irCk 4\1 H .-iI lJrl INt. FL_# 11,'i T: IPPIF+_ , A r F I At NFL -LL TCN T I�t1i :-NAIL.'./ 7 ILA �a Vr -, My EtiEEGh°SENT rr. r ry a ir,+ r_" FATTERtN F,, '=- :IA '.a F-_ i+ ,A x 1 ',Roo y, STRUCTURAL SOFFIT �' '=:ALE a,s -,'Co' I F::/F AL(_Ih,4RNlItr1 FFITLs iIVI THE --i i1=FIT F, FA :"d�TA I_A,TIC 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DET ,I 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. OV�RygN TO TRUSS TOP CHORD CF + + �C'Ty PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP d s + EACH TRUSS CONNECTOR NI SEE LINTEL SCHED. ENTER SO IT 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 wSEE SHEET D2 AND/ (18) 10d x 1 FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD EPDXIED w! SIMPSON SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE _ RETROFIT FOR MI% MSTAM STRAP crnl P. l/a 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK Il"i� RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS OVERHAN RETROFIT WALL OVERHANG DETAIL (NITS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 51 -01 1 t INISH FLOOR > D G #5 BAR p 10" ° p ° CENTERED W/ D IN TOP o _ D g KNOCKOUT/ N ° CHAIR BLOCK = _ ° MONO FOOTING SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -) CLEAN FILL I72 7z DIRT 6 Z °. STANDARD o 0 99 HOOK iv #5 BAR IN FILLED CELL " STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 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 t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC, DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY r—, I1 - EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. APR 0 8 2023 Virtual Review Assist, Inc. Plans Review umplated and approved Ctl compiiar;ce with the 260, E8C 7th Edition (3ebra Aslne It,a tr PX2300 r N W F An '7 (� Vva er 00 �q `lay s� \ O J � w x z Q 0 W L E O W 6.i'0 o � 0 m N 6 V) (n V -Q -6- m M A` 'C t p Oo 2 o � LL v Q s� Q p � :A:�tn V w QNN N >` o E M O a LIJ LLJ dui vi w0F F-~ tY xa�z� ¢ z tY�� Q J�����LLUp� J0 o o X � z OOmZ��U Z) 0 Z cnWa.W nuwwin0 � LL Q~W0U3I<< IWo�o0Q oQ o 0QQq�a 0 LL LL O O Z N OW D) J ti 0 M O z <U)M� 0- U) LL 2 U)z ti < W < Lq I— � CL co of 00 zv� W JQ O N I I I I I I r O o O N M 0 N 0 N N N M M O C)I o O N 04 ' z O N w L / LO > It ' C �/� z I- U) Q Z O zw cn -1--+ 1-i O U o00 L) U cn LO O Or< z alYd Q O Lu W= Q Lr) co ~ Lu ~HZO oe ¢�� zz�0 Q 0 a� Z �z Q F- � pU 0- _Q W z z z LLI W 0 N N N > LAST PLOT DATE 0 a . z O STRUCTURAL DETAILS - RETRO FIT ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD__- 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-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 CASM1�RE71� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 111-11 8F12-11 8F16.OB 8F20.OB 8F24.08 8F28-013 8F32-OB 8F81B 8F12-1B 81`16-113 81`20.1B 8F24-18 81728-1B 81`32-16 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1211 1349 1438 1999 1 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3466 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 1 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N. R NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 1 550 1 784 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 CA= 4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 SRF6-OB 8RF10.OB SRF14.OB 8RF18-OB 8RF22.OB SRF26.OB 8RF30.OB 8RF6.1B 8RF10.1B 8RF14.1B 8RF18.1B BRF22-IB 8RF26.1B 8RF30.113 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 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 1 5048 7747 1 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRECAST P. PRESTRESSED U-LINTELS W"044" CAv SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU" 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 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 17-4" (208") PRESTRESSED N. R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 9" RFCFSS DOOR U-LINTELS /►Rrn C"s■-v� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-3" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-`R!" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 81`12-1T 81`16-1T 81`20-1T 8F24.1T 81`28.1T 8F32-IT 8F8-2T 8F12.2T 81`16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 76361 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1 1632 2290 2949 1 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 1 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 3506 9 727 1166 1634 2102 1 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 1 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 = 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13' 4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (151 346 559 14 723(14).887 14 1052 14 1216 14 410 1 420 709 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 11 181 11 15-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4' (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 545(11).62911 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 4^zr_4#9Vm SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8RF6.1T 8RF10.1T SRF14.1T 8RF18.1T 8RF22.1T 8RF26.1T 8RF30-1T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1E!W 2931 6 3257 506 967 1462 1 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 11893 2272 ---- (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS o ° o0- o ° > D > D > D c D D D C O C � C C � C C C C 8F161 B/OT 8F16�1 B/1 T 8RF14n-1 B/OT 8F8-1 B n �/ � / �/ 0 e , 4 0- 0 D d ° e 4 >- 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 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR % - C.M.U. U)U) X_ oC _ U) m an ° I-_ cooO N a. Uj L6 CD a #5 REBAR AT 0 LU O o w a ° BOTTOM MIN. (1) CC < 0 Cif I-_ REQ'D 0 WbJLUJ z_•w<W 16GAUGE C/) j ° POWERS STEEL LO � ti 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. J J z= Q Ow co z = C C 7-5/8" ACTUAL 8" NOMINAL WIDTH -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP a i 10'-8" ELEV B APR 0 8 2023 ''-"airtuai �:'e41eW Assist, II% s Reviewom.plal;ed and approved LINTEL PLAN PER ELEVATION B � ,I Y 10, 8 ar; 'the�l?20 `12 0 ���to®rl 1/411 /4„ = 1'-011 CD M O ;,� ♦ i $t - + 5 00 LO •9�P Q ev1 ,. hF - LU LU r- p w z Q V) ' W L. •i '0U \r ' M w v N f� C1,01� U CIO v M t u o `o 0 LL S Q CO E W � L■ � 0 °a te LU w LULU W J W 2O'O I-- w J X Z = Z LL Q I.V w X O�JQ O O L LL i QnLU Ompz> w QJ =ZdWW ap CY O n�< w J<¢OwQQ 0au5zO L2<LL 0w I- O p p<z LLQ O w 0 Z CN O� 0 � M O Q w M � LL w ti M 00 zv� w w J O O d' N O Z O N w L UL co QZ w O O W V zz 000_ UVU) Lo O mzj Owo -� z a O W ULI Q Lr) = pp w O r�l zom w�� 0 zwo Q U wLL gzw . z (Lz SQ Z m pU _o W z z LU W O N N O LAST PLOT DATE N . March 23, 2023 Z O STRUCTURAL DETAIL -- ELEV. B (LEFT) i 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 (I)#5L (2)#5U DETAIL 'A' DETAIL'S' DETAIL'C' (1)#51. (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 28G9 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 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1430 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 6 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'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 72' 582 718 1 V-4" 10'-0" PRECAST 12) No.3 2 No. 5 355 649 649 489 649 12'-0" 10'4" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6' 1 V-2" PRECAST (2) No. 3 2 No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 1T-4" 16'-0" PRESTRESSED 2 (1 No.3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 277 277 202 281 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 219 219 65 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 121 No.3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTE_I QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH ` j QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVRY 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 M#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'Y DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 1 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 514' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 6-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 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 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 1 1149 760 1149 14'-8" 13'-4" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED 2 N3 () o. (2) 7116 strand + 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. (2) 7116 strand + 21'4' 20'-0" PRESTRESSED (2) No.3 834 834 390 763 2 No. 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. 5 642 642 306 599 .r It DETAIL "H" DETAIL "J" ` DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLD LINTEL -1 r LOWER LINTEL CAVITY 8x16-P-1 L l U [] I NOMINAL WIDTH- LQUANTITY OF #5 BAR AT NOMINAL HEIGH? „-rPER LINTEL CAVRY 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 101L ##5 1 511j UJ 1 L SOLID #5 (2)L'(I)L DETAIL DE' DETAIL'DF' DETAIL'DE' & OF DETAIL'DG' 3'-5 2'-4 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 1 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 12) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" 4HG' PRECAST (2) D4.5 WIRE (2) No. 1193 2290 2085 2085 6'-8" 5'-4" 5'-0" PRECAST 12) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P-PLAIN IN -EL' QLANTR/OF #SOAR AT 5-SOLID LN'EL r LOWER LIN EL CAVr1 [8x16-P-1L/1U] NOMINAL WIDTH J LQ AN 'T' #5 SIR AT NOMINAL HEIGHT UPPER'J iTE_ CA VR1 DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8"X 12"COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#51LJ (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-C" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE (21 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 614" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6' 6-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1114" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 607 607 317 601 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 2 No.5 22-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (�) No.3 12) No.S 399 399 217 412 TYPE DESIGNATION P- FLAW JNTEL/ QUANTITY OF #5 BAR AT 5-50:JD LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIDTH L CUANTiY O1#581, R AT NOMINAL HEIGH' UPPER 'JNTELCAVlry DETAIL "E" DETAIL'IF" 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)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL 'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4' PRECAST 2 D4.5 WIRE (21 No. 3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414" 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 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0.. 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST 12) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1l'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No 3 2 No. 5 1490 1490 992 1490 14'-B" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15'4" 14'-0" PRESTRESSED O No. 2 3 (2) 7116 strand + 1774 1774 996 1494 2 No.4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'4" 18'-0" PRESTRESSED (2I No.3 (2) 7116 strand +2 084 1084 615 1095 No. 20'-0" 18'-8" PRESTRESSED 2 O No.3 (2) 7/16 strand +2 008 1008 573 1048 No. 2Y-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 740 740 393 772 'sue: P pf DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P PLAIN LINTEL i CLAN F" OF #5 BAR A7 S SOLID JNTEL r LOWER LINTEL CAVRY [8x16-P-1 L/ 1 U] NOMINAL WIDTH) LI.. jr,PO-#5BAR AT tl'CMINAI-HEIGHT UPPER I Ir,TEL CAVrr 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. 3000 PSI GROUT (PLACED IN FIELD) 2" � 2" 60 M LO M m 11/" 111 7 5/8" MI TOP LEG BARS: (SEE SCHEDULE) 1 #5 CONTINUOUS RE 'D () Q PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4 -0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - I.' 2. MIN. BEARING REQUIRED AT EA. END- A 3. STANDARD FOR REINF. STEEL - ASTM A61.5 TYPICAL RECESS LINTEL SECTION 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 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. PRECAST CONCRETE 3000 PSI GRt'�JL'D TOP LEG EARS: (PLACED IN(SEE SCHEGULEI ) #5 CONTINUOUS REQD. R STRUCTURALPL/.N " STIRRUPS AT 4-C/' cc Eo \o CR WELDED) � -r-TOM BARS SCHEDULE mIN. NJV. 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 LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#4L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 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'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 114' 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 4'-8" 13'-4" PRESTRESSED 2 () No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No. 17 -4" 16'-0" PRESTRESSED (2 I No. 3 (2) 7116 strand + 698 1698 944 1546 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1254 254 702 1271 No. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 (2) 7strand + 22'-8" PRESTRESSED (2) No. 3 (2) No.S (2) 898 898 481 947 t r-, 1 >• e• DETAIL "0" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (I) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 111 U 1 L SOLID 45 (2) U (1) L DETAIL DH' DETAIL DJ DETAIL'DH & DJ DETAIL'DK 3'-B" 2-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 1D000 10000 4'-0 2'-8" 2'-4 PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 1000C 4'-2" 2'-10' 2-6 PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4-4 3-0" 2'-8 PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 34" 3-0 PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8 4'-4" 4'-0 PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8 6-4" 6­0 1 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 r: r. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P n AI" ^:TE_/ .,A^.TR ° 4, BAR IT 5 SOLID -INTER -1 r-CwtP Ll+T'-CA/ITY [8xl 6-P-1 L/1 U] NON) NA', V: IDTHj L GIANT r; O? #S BAR A - NOMINAL HEIGHT '�P R-INTE�CAV ITY TYPE DESIGNATION P-PLAIN LIniEV QUANTITY OF #5 BAR AT S -SOLD LINTELr LOWER LIN'-ELCAVRY [8x]6-P-1 L/1 U] NOMINAL W IDT.J H L Q AN_" OF #S BARAT NCMINA_-I EIGH UPPER :IN"__CAVIT1' 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) UU(0) L L SOLID #5 (2) U (I) L DETAIL'DL' DETAIL'DM' DETAIL'DL' & DM' DETAIL'DN' 3-8'' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 1DOD0 1D000 10000 4'-0 2-8" 2-4 PRECAST (2) D4.5 WIRE (2) No.3 6054 ID000 84A2 10D00 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1DODO 7552 10000 a'-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 7'-8" 6-4" 6-0 PRECAST PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" B'4' 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 TYPE DESIGNATION [8x16-P-IL/IU1 CH G IN DB UNIT '1450' - 1ST FLOOR PLAN ELEV B 1 /811 = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8''x8" RECESS DOOR HEADER TOTAL LENGTH LEAR SPAN DOOR SIZE LIN-EL TYPE LINTEL STEEL TOP WIRE/ BAR (2) D4.5 WIRE LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID (1) U(0) LL ##5U 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) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-S' 2'4" PRECAST (2) D4.5 WIRE 12) No.3 1597 )80' 180i 1483 1483 4'-2" 2-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4- 3-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 '553 1553 1284 1284 4'-8" 3-4" 3 -0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8' 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 6'-C &-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8' 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 u U- 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 CRA VT" SA.FELCAD UPLIFT SAFE LOAD SOLID -t.I�JiJ'I_ SOIID I SOLID #5111 U(31L # L' SOLID _32I L; I L ETA L DC DETAIL DP DETAL- DO &'DP' DETAIL DC' 3'-8" 2-4" 2-0" PRECAST 2) D4.5 WIRE 2) r•,c.3 962�� 1 ^ C j3 10000 1000_ 4'-0' 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) rd7.3 -:.99 1-C-1 I-X0 1050- 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 c796 10000 9505 1000C 4'4' 3'-C 2'-8" PRECAST (2) D4.5 WIRE (2) N 3604 y'0� 4'-8" 3'-4" 3'-D" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7C66 1000,1 5'-8" 4 4' T-0' PRECAST (2) D4.5 WIRE (2) N_. -, 00,1 4325 ADC 6-8" 54" 5-C" PRECAST (2) D4.5 WIRE (2) No.4 37 65 7387 1 2901 6831 7'-8" 6'-4" 6'-G" PRECAST (2) D4.5 WIRE (2) No. 4 26a3 497= 2G69 467'. 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1�52 2996 1183 2844 TYPE DESIGNATION -1r [8xl6-1`-IL/1i ] J L. TYPE DESIGNATION r =a xl -P-1 L 1 [8 6 / u] J L L, 71 _ APR 0 8 2023 k / Virtuai ,tevieW iiSSiSt, Inc. t.Oni (ei l: ed and approvetl a;scE v,;;th Tile 2J�2n P. C 7 t h Editit -'r L'6':rri 1 Tlr,' K131 r FX�31:;(i SAFE WORKING LATERAL LOADS (PLF) 8" X 8'' LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0' Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-10' Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-D' Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134" 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. 167 214' Prestressed N.R. 138 22-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = NOT Kecommenaea 04 M 1 O ao 0 LID 9 Q 4 a 2 ;-' 0 W O z Q (n N Lr) - E L io� o _W Cv') N Cl)w V� - ; r rh /, E = (V O u r) O Li8 o Q iU�°�< .Ln W QN ccE L 0 4 V, W Lu W W0LIJ rQ X -i X¢'-zx z X 0�:Of0LL 0LLLL V F- f) 0 JO 0�Ow0z0x00mzz O Z Z � U CI O Z zWW Z �¢ _, O Z LU Q O Q a O LU O LL IY¢- OQ o 0 oQZX ILL �QLL O O Z N � ♦O =J M O Q � M � J CID u- It C rr^^ G vJ M_ 00 Z U F- w w J O J O N I i I I I O O O O N O c M O N � CO M N � N M O O o N o l ` o I l _ l ' Z 0 N ' V/ LLJ > C) 0 N 0 C6 0 d 0 L6 l i I LO d' 100 � Q Z w ZW 0 0) O U 0_ U U V5 O Z)zj pW� or< O Z a a E D- LI = W=W m~� �-9/ Q~O Z Q = ■ ■ w O <(_:) Zof0 Q >. �1 `o Z U W aZW ■ ■ fn pU � 0- _o W z Z w Lu ^' O N V O LAST PLOT DATE CN Z 0 STRUCTURAL DETAILS ELEV. B (LEFT) - I I I I I I I I 1 1111 1 1 1 1 1 1 1 11 1 1 1 1 11 1 ll 11 IVIVIIIIII 1 11 Ill' L 1 1 ' 1 1 1 1 11 11 1 1 - I I I I I I I - = , I III Ili F, I 111 11 1 1 _L I XgAwgAmff T-,' x4-1 "I 5uppon ;Id1nyl Cart A A li� Righ Bracket � 6 wt qe) �Tyi) I n; a.T?rw 4 1 lnfvira1: T`rontcrvisi slopport _ Left Brackett 16 Wuqe� Ra� il C,Pj,,,Strlli_)0r I IF ItC, A,,;( ILI) t Rot ti:trfl si,;t? i� r"jPk"'j. *3 collA) id( for hL,fIv! Irtc jr—) Florida Department of Busarless & Professional Requil 1111 al Building Codes and Standards Product Approval Application Detall Ea ow. 2$D Q01II-owmilm fto c"w Illmoir"or 4 L)l VA"al EN v0da &Aml;i FlicAppmYA Al Moom G—IrTV-t Pr.-t. W0.1 G.t­ �­.f 1­­� L L... -­�- P E 131 T A 121TV 1 11,12030 12 0 Af­­1 57 ........ Y,xnprnrrlft (177) W a)" PZ-7'77II _1A) A I AD Cl :rjbC4T*;;l ri- T..I­gy C.Wit­ MWITI _,,Lab- R.� IA FIV144 "I A00134ct OT le OConWA IFIW1 a F".1-1-d EnynGCr r -*5m4Ht FlImia. Irrel DriAw-, I11111 =dd "MEWLALALM Z� antall Dmft QUIRCA W�fttl R.AuW l l W"'jo, _640EJ 0 ll­l­T­ FNaod ." V­ft.n_V_1 124-11 llca3 Y.. . -LA 1`011: pT`o I- SIlVe"t W-,*T 9154IN' 1 1 D­IF­11� Fli.,dililtd V..11ahmv-1 I :"Mlron Y. Y WA .1 ITTA 0r,, sr�lftlontm=lll I ye, kh'A I "fr, v,[ 4 5r`4lTtV*� W-do 4154C,121 a,saat4.i r;tNs3 VW t77gPM3 ­ To, fd 14 t1 CIE 1001 5­1V_t MrUr , N`TnAOP�12 61 rya 0— Fhl °3lTrtr,VWTt Val4 01�70 * 1, wll 1go'FloW Yens t ul'l 'A - AT, Z WA 11 01 It4l UlfUlfVf�45 4 14 5A 4a"0-4„I" D_ Fk1 d V_tl '14' TVA Florida De rimer of Biiswwss & Professional llt4qjlation Bulldog Codogs and Standards Product Approval Application Detail Nk"'IFIFIN ON4 LUL&I yWLi Ti­ 2,'x klevi l.,k IW, -%4­ G`­Fe za-hoTy I? F-a ­'*m F` E 31I1k11-1-4 lnf _ W 0 zt I Q'I 140,19 Ca6go" R.r,-V III V.Ti RN*14 C,sviplllar�. lei Ll,al:t . R—,.1 a- , Fl­A koq,1­0h09­1 11 3 L—T—T FIWI4 9-411ty ASIM"Ar"o Awol W Liu AwyV0 I't Ull kl1 P� �Ml Ad Exl 0419 13M4z 914;lilll Ittili Ill Lisa 0 M�.� -?:Ikn [Ttj 115INS ]Wr 1°0&S ll "ll"S DIV, 14. N'A '50 FIR, -N Florida Departrriem of Gustiness & Prafe*511crtl rkLegliliallo-t Maldillng Coxes and Surltdards Pill Approval Application Ottall FLAU10"I 2dt D& Ut 2=9ag 2" TYHP vors— 4AaUfdW._ c"TId ft 1`8C A,m­1 +�18%Au� St— jbspC,�. 11VI Y2(128 12,111 I-OX 1I 111F.1l Ay­1 yr 'a D". 84 8 P F 434Y-- D­AT-,V­ coloil vqhod.I lrTa Fl— F­" Paj FIL0204ES-ll PuAlds @V&wAijjVMM 6lazziml I, p- Azl U'tw lLDual 31:V It �J�c*,, it, H" *Ulm* TiV. ll Ill rkmi,411 ll 6 601HO ITMa�;04*Tl Jlraolue r_a ,'wte Five F talot, 5lAjo 12 1, ,,U, I Ftwg*., ­gw 29 '10 O.K I r"KI 2 Ttrla IT. FIZ& C3a5. AnJ iinbca.+fl.Tf gqu,tjmy,Ao-., v r4I;,e -t4 Il Tl--,T,. F,6sr,Ct,­ 9— 'I F b*TXU-1 and SVTd2'I-rAll0T f Thtf Int FOV 066Wml 1m06tn 1481 Iff TO "b"O­ ­j t­_Air'3e: 14 Fb. ^.h­ II. F"lPswn'rrs-1ru Frame I I � I " J._:r:I th ;T A Tbtrlra-lrj Fb­ L�Iasvr 7,1 -W RQT III lo, CXogaty, Vz0­ L­,a a- ft.1.0 Modk W-b-cr PI 9 W-56TU iW­k � _�,Affi,i%l , N—I't 0­0 5Z") XC.- OX "Cr, N­ol UAM 0 Cxm _O. Edg. 94,or*ss C)LbW Lk - "Al — &­_ X­nRxv _fyrw­ Normal 4pat oovodft�a 0.- 11—P.ot. EQ. ib&,'jo- 91"gi. D_ emu,l X 4—I'llo 6"'1" A Cbmq�w� III Rowom &nplo [Wx -411, OxwQxr, 40"l`0 A&M)5 ­Trr,p.vle III Nbergla. III C— Akholt 5001N ,—,4 at4W I 1,,TlTmdlk" G1­1 CoTqo,W� E62, EbWAV. '—fl, D� ownw(vw1np: X cmi"Ill Sgdold­) =,no04,­v XC,. DK . 0.%C+ Nwvned 5601 Squa,jrrrl +WA Carom ttz filrgc F--bwWu Z­L* "o, -thto "hwlL,Ndoqmone gfout' n,I.XX*OY,XC ck &Xuxww ,_­I,S4ft3U,6 3w.!.kr d sq." GltT" MWI'd VIptn C'MPMft EQ4 P0102S, Snjok X­69-1m Ha M R11,ow irq­K9u�, GIOa­ ork"d 'pin c—PA& Edge. TIrTgk h1k4j­ rT" n­ rl Ed;, F'ilraa,pk ss C­ Ea€- r— »im ­,,,theud Q­ d Ir ,Idea Cjwz 5,1l XX at QX1­ colf W"O'l CTTtN_t, Cx,dt F,bTv4o'c4 9 1 0_1 .91, kc I)f. 311J, —Ifiw N­,w 6&41; 8 "A Irl -)P­1 (:eot F_Tgl %OT^l th Melded 'Aw T210?6 lk T_ 42Ij1r.l ?&- — Y,, *1A 11-afrEl lf€s WA fio Y� TVA 126 112 v o r*r yo, rt, es es A I 2.Cl 't" vas Yes 141A I D'3i To, Y_ Yes :11N T'A T"A I ZrJ Q.'b ri. .es .es Il Diapartrill of BbsorLs,- & "IcIll Rewkition P., 1 1 1 SkAdvU Codes and Slardnfds Product Approval Appi katim Detail FAIIIII 04-1 Col W9AW ft ambn MW Elk_Awiml 6wo3 $1^� jo,R._, Ao,ti 450E it TO "ER h`I,­D4r,* VAL IWZ:TLINO 1 CIO A, 1AI 1-1) Az­,-d .U,T 04-GI-11 Ill 0­114— C_tFliIr*6:n0&to M IIALW P-1-Itl N__ vl� FAIt"p 04- Do. "'IG21 4- 1., PUA -3. Mard PRO' DUCT APRROV A L S' P E (";` I F Kow;`A IT I LOM S H E E T(2023) As required by Florida Statute 553.842 and Flor da Administrative Code 9B-72, p'ease prode the information, and approval numbers on the building components listed bel( they wfll be utiiizead on the consUructior project for which you are applying for a ICategory/Subcategory anufacturer P rod u ct De sc ri piti o n __��Aplprovall Number(s) Test Pressures ',mom I EXTERIOR DOORS ',A. SWINGING Fiber -Classic ano Srrooth-Star (NON -IMPACT) +111 6T011-67.0 psf 12/31 iFiber-Classic and Smooth-St�ar (IMPACT) +67.0,1-67.0 psf 12j,3111 111141i and Smooth-IStar (IMPACT)11+80.0.1-80.0 psf 111:=01411119 MI Windows and Doors Series 420 ICI FL153IIIII32.5 1III III +40�011 40.0 psf EFM 5570 VlI Il --------- ---- NOA 21-0205.03 II IIIII +38.7/-3II 8.7 psf orporation �Series Wayne -Calton Senes 8000/81001'8200 #1105 (8X7) +31,0/-350 psf 00;`81 0018200 #1123 (16X71) 1. 8 1 +30.0/-33.5 psf 12/3 lit Wayne -Dalton Series 8000/810&8200(16X7' `�A +1.1-r, 4.1-38.3 psf 12/31 "D. METAL LOUN/ERED DRS Curries C)iAs'on of AADG, Inc 1607707.727,747.and 847 Single & Pairs of Doors tVA (see inst sht) 12/31 A. SINGLE HUNG MI Windows and Doors IFL117499.2 +60.0.1-60.0 psf 1 1 0/8/4.i_ Series 55 -0 -0 N1A ;1 7130/21 Pella Corporation Series 10/20 +III 5.01-35O psf 15,17122 Pella Corporation Pell a 10 S ed as +60.0.1-60.0 psf 6122/2 B. HORIZONTAL SLIDER MI W Mclows and Doors Series 188 +55.0.1-55.0 psf 2 11614" Pella Corporation Series 1 0j'20 +30,0/-30.0 psf 1 3,12 71 1 Pella Corporation Series 10 SlidfirgWirdow 'Mi Windows and Doors . . . . ..... ....... Series 185 +60.0/_60,0 psf 4/3/2 Series 5520 4130/ Pella Corporation !L S eries 10120 I; I I K 4 10*1 +50.0/-50.0 psf TIli 2- 'Pella Corporation 1 10 Series Flat-ge I-lixed• MI Windows and Doors 11 Series 5764 172,31 Series 5500 5126/21 3. PANEL WALL James Hardie Building Prod. Cemplank Lap ng arc HardiePlank Lap Siding FL13192A - FLI 3192�2 am - Sofild and Ven.+ed\.!iirYI Soffit FL1 5272.1 - FL1 5272.2 +75.0.?-75.0 psf Alpha Aluminum, Inc �LSolid and Vented 40uniMurn Soffit IFL16544 R5 +54.2/-54.2 psf 7,130/ F i4. ROOFING PRODUCTS IA. ASPHALT SHINGLES '3 Tab, Dirrers'or..&' UNDERLAYMENTS ---------- Tamko (for I -Shingle Roof) Felt Underlaym.ent 6/29/2 ss USA.ifor Tile Roof) POLYSTICK TU IIJAX 12/23/ C. ROO F -ING- FASTEN E R-S, D ROOF VENTILATORS ompscn Arch Metal Comp, iirOff Ridge Vents 9/912 Florida Metal Products, Inc lVent RV10 12/31,( Lomanco. Inc i�DA-4 Exahust Vert iFL17202A +97.5.1-97.5 pst E, ROOFING 11LES FL784928 Saxony 900 FL7849.16 •- F L17849.20 'F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS. D;MC 175S, DMC i200S, DMC 5V 5. SHUTTERS A. STORM PANELS ��Global Protection Products liGalvanized Steel Storm Panels FL15076.1 - FL15076.2 12/31 All American Shutters & Glass .'Gaivanized Steel Storm Panels 12/31 f COMPONENTS A. WOOED CONNECTORS/ USP Structural Conn. ANCHORS s�imson Strong -Tie VIRUIT&I rTW B uilding Components Alpine Truss Plates F 12/31"f__ M,Tek Industries, Inc, Tnss Plates F1 2197,5 ENGINEERED LUMBER Weyerbaeuser .Rim Board. L\`1 PSL, LSL F L6527, 1 - F L6527.Illlll 5 Cast -Crete Corp, High Strength Corcrete Lintels NOA 20-0630,15 iCommercial Concrete Droducts. Irc.1iHigh Strength Concrete Linteds The products listed below did not demonstrate product approval at plan reAew. I understand that at the time of inspection of these products, the following information mus available ro the inspector on the jobsite: 1' copy of the product approval, 2) -A PP LICA N T SIG k1lar-t-IR E old a I Of"M tt j. F L��ft 21ft _[Ujiza 2= IL F5C kil 07T.7,. 2G 1 Of l ir_x», Apap,­TI "Irl" Y cT, Y" Y_ Y Y IWIlk L Yes Y 4T, eta N,r4 Y�s Yes WA -Too YM NrA Y" r1dA Y_ NVA Ycs K'A Y" NIA V es Y_ 14� NVA No hWA No N)A No `WA N. PIA All t',A 1 tz NIA to yes P,40 4'4, Yes t.k trip. Y�A APR 0 26?3 Ir _ I Review Assist, InLc_. P1 .ans ev' completed and approved Via �i0l"M99 hl r r &2MM lianc William: wi-th the 2020 F8C 7th Edition S�OK Y a Anne Klahr PX2300 -,r T)p[j C.ef"'I 20 A L L��! Flill _A91=32111 anak —, ls-��_L,' 4=3jzyod!�,it Us, . J. draw 2L]m 1 5.1 1 0 LtAx rI.Ad.*A* ViT 9"M Pig f Y" fl: .�Ll 00,35 (Y) Yes -30 01N 3) lto to Y_ 34 40AA Y) Auc, TYld T,,[ UA 6 6 royo IsebrDw Lh%S Z&9L_i111 I R4112I pitucm 4 It SHEET NO, PA 1.0 Florida 7)epartmerit of 8usinevs & Profes-sonali RegUialtion rq, C, TIT I F 10 n-13 r)Oparlrkl`lrld of B14TSrrw-!,_L a. Prnfesrsro ar kogu ntiw Building Code-, and Dandards 3;,:id,nf; G-aw-Is ar-d Starr,r:Iat*,: Product Approval Application Detail Product Approval Aliplicarion I FIFAOW61-R7 roItIc Entity or Qa 2= QM Flinging 2& vilini witol,immner rocruen Vhdaw A kkrZ= 511 1.294 21, ` mr_rj , C�q,­n­ ste- Jr-pt- LvrI -�,I P I R)­ J K'I,q P F pi�yi E_ __I2, Tarr S�_ 1,r- T." yt,".1im Re"Lipl.-ir ri, il"I W.Agriawal Ajr._1Xirj '-�w. Category EgI Doori, t�9,Xrl 041-7--t2ea PF-4_'A,�Q, 6 2�1 P GT I ,, -�L, - l: I., S,UbC,d"ory:5wsirgE/r,,I Doo,Ax mgririI .:aftgbrl, WA.— I ) ConiqUian" Milithod Lv I,IIII FtoqatIrQma m SA�C..cry rq--­U w cry sac Cbrda R�Tqni Ar&WI LorerrLcl Vk,,Kia Congo, a" warhw , nFra, &.1-1 IA­mr AV, II im Uta Aaw,ulaid Nri U10 imp-, A uprowd (D- Jae Ini.dot 'IXs U F%qI QAdj"Hyrz art:,Worl 1-11 Prrxluct Motet,Number rorNarine F110I Flescluklor Contract ExpirFattor-i Ii ID "V)V C)"ts io, ltvw Rel Pr-wam 2 Hasa.. .1q,, V­ -ror c To VAoI IT, IT, ` 9 Thermo Tru F-or ClasRn, and Smoorn-,Zw No-ral frflikG30 &Wx Noi Indsdodquut rmarit 12,1 ,,,amorradre Engle Ftbearm 5fingle Foo iinriwngi,Duhswrri Xoonfiguinborli b *rlr.@,rna-7. rb,, and S,r ,m Sta, Nomnal "039 0 CpaliLt 1201 r_7:2 NO Yes r j, I V, Cornpawlo Edge FtbeglI Single pay tiro sd,,4Io,I )I 0X ar ox� Nonni, &SXI 3rei Non-, 2r3 v2c= No TLft P,Z F.Wrala- CcilrpasriboEdae QFaTole Zloo,,Nrib rx ,titnout S 64 ler,; (Iral,ningifout"nir xxrw 0I TJ Theolejr« Fbw Clwsr. arra Saroo'n Sal Nopiroal 7,;*3f#G53:Wi lInrgacI&qi,or. Cudlqt I i z=1 TFIr Y_ Compolw1a, Edge obeqiaiw, S". Dr,-.. tfIrMnigi0utswnIng Xconfigaraton) o TrI.MnaI T rij, Foer-Cjammc: ArT4 sffeckh-3tar Norn,nal Clpaqwi I -01''1 1 =22 No NO Cornrip-0, Edat fiber iage bingle Door with KD. 0-1 or 0X0 ox.ff2wagori I The-a-7,ij Fitheo-U4raic doe Srrea- Star Nx�mma� MI 8qWt;?4(­I.PoIA&_-Lkk arolne 1 zn_1 U 027-1 No r`� Franca Departhrionit of Buslirldiv. 9 PrcfPs*Wa[ Reg�;Iztii C.Imposte Edge Rk*Vass Singla, DoDr &Abntj Cutler and Stairrldw:� gr irhen,Try Fiber-Cli and Sr,xvth stw Nornarw I movotipai opitave, No Yes Cwrprnsft Edge RbeVaiai 5olrle Door watt Product Approval AppliCation Detail Sidi .Q OX FIT OXO WFIrgurairlorisl h The,rn.Tn,- Fiber I- Lar>­ and --;rn z3t., WrIaW 1W1r21122 fI VC: P'4 "fliII Comp-mlift Edgelob&Vaoi 11001,4 or Lek kwjdI MI, 244. L4��­ IJI Xxorc.,I :Y= ...... W'. Vcare W-na., VdI arg 440 .Ajiag.ALd rac A.m., a­­4 I!Stia torligurar I TM-ria T. FrIne,-Wscamid ""MI n`P"Xq"n'GhAI 1.131 1,.I. �1 t•M Y­ 11.14,in, it. RZ-101 1'4:a � - 31:.:1 14-1-3 QnTY,xmoe, izogp Fbeqprao, SmUle CIIxn CA."-~ k,- T l 466 (1190 _­,ic dirsweg*u1s.ardt XxxircrunTaI 11. a,1 j. TrelnQ Tru Fkber.0 La stir a,Q 5.rr�tn R.,r NTrninal II&XI 8,qwtFtL1nr_InTpzo1AqnxA 511 117,1 Q-222 F=la Y- r'. NilA tho,,q ev c4mr1mle rdi Rbergras&SIngle mw "Ah sdeITtelst I. Ins,,ingrJulserng, Ko C)X C00)(0 ronfiTomonsi L Compoute Edge F.II Dwille Doe .14fT or modA Numb, Product D-irel- CTrl"-t III Vor 1pr HV112 2ul,id, LZ fl-i"n-1 Imo 1,T) Fbik VVIn-3- Gazed 12TV OC)22 NO es M1kcr NIA Cornposde Edge Fbarglags S,ngse Dwr 11 Tl­-roa-T,. F,be, C'­ and S-th c.2­ N-tI Gi-I 12;31,2022 hJo Y­ f.a Edge rdwgiarlis Smq$e Dxv,with X,.) OX w OX,11 14 Noonnill U11I Gazed No I A Can,powte Edge FOte glarvi 5iing le Door (I'airaiIIJ I,, o T renria, Ti, and S­oori Etas IL nrnipm* Edge Fibe glass 151I,gIp [Wr .4eke(v i[inswirrIpcubrerrij XC Orr ry 0X0 Florida Depa IrrI of Su ass & Toroto-s rno: Re gulation r merr,a-Itt, and S,��rSlav wagurmi,roall N.Vrnhaii NO Vc.S I% Rdildniq Codgs :;;x, Staidar& U,mprjw Edge ItIbelgAm- DoTiere C'norrt 4rOe rh#Tvvl _14Joorrrn XX or OUC. Product Apiptoval ApphCaron Detail can Ir gynal 10 ri s i '17 q The-ia­`FmFaber -,:^,k .. t .,,d 5FrFo.1.h-.U, 14nnnal 534,39,11 &qriJTJarImparl*qi 0pnI 1 1,2 1 Jl= NO Y_ cr,mqcsiti, Edge FrIbro'giaw single Door "Ap, T airw. 0iX conPaguratRonl I "The I. -IFF, NI M *� Cip-t- 1�!tM IX22 Ns, Y­ VA cV44 E, AY g part jIMIF CAI-11"I Cor,Flrost. E14,, bee low, SIF"gia ckw with e-I V711I le, VADI il:w ntIn--nA—rd SdI.I'l.i.) al Tra— �i q�[)A:T0 ­j 31 GrDx or'-ppD140 corm�Untrarvi j -ts BIU,Iis's Floo.�� mr� Cr.WU1a1V,, I �41 I- Tl[eirI S­oih­Srar arr,[- [ WV, 8 Aquor rI -11 ripiroATIQ ot, Op.,jor, 12r`3VN1= N. rand Triviri r�vrrlpooht EdgeFstiI E,raie Cr,� ,,rrh subcarr,"Prit: sdeite�II,j iI­A,anQiab;.r'q XO� 7: k . 090 It Who* EAWbor RIiW, It-, Fa am Cr,ritle,jo". -4ead and so IT-k Real—, Qo,"le6, i I- W FIT,- t T-reI r,bar.Ci.&.io and Dr6ogn-Star "or"Ina ` b"3P4 0 Squ"t Non i"ripeot&n["'t� :)pgj" N. yes C. ornpoeft Edge Fiberglass l-,rrigirr Door vwit, sojoiI (I n,.AnW0VrvMW xc. I V 0X0 r;o'drTuo" Heat word SO Lnnlhquntcrrs,) Lq gy. ador-d V U. #11 u TherrivI Fiber. Cka&aic and Smooth-Eirair No ve, P.IlLoot-VIL Rrulum Coripapte Eoge Fibeqawi, Singre Door ofthikpCLlf Sr,*AW.) 11,.wnq?Qh;wr,,rr 11,0. 2.1 o, OP:', -via,& Lap F4dirq ITT -Jr-, Y_ I N;s C.,rTnI,b­ Herren and SIO-Irr flo—r- Inc 7-'r2f T, Nominal h&Kt4 abrduor.rlon lnioacrilquari Glared 1 ,T3 N1. Do RI ECgc F I be ig Iri,v; 61 Doori wit, SdkNi IIrSWrrY0UnNtry 1{0. OA !WnX0 ianlLlnudu51ieaa and 511 wnrqu tM.rYa) w ThorraTrT, Ielbrro,CIA,ial'c aed Sow*I-Sta, NrrImliral MIF36,8 AI Non InVilviLquat CpI I ?A I III= N. Co,,,Pw-te Edwe Fili I Dow Paiek, vrtt­I Vrd bend YX Xxx W YXrX Nom-1 Id&M, 0 liqua No,-! m;-:Ulqu ort, C",,e I I I 2=11 N. 1,1r,4 (;ompooft Edge F,11I laer, Dcar panels ii VI Soorio --(S) (I rew nPIOUU-g, YX YXX or X)" TneirreI FrheI. am SrTV1V`Sh11 12f31.11072 No Yea T It N!, cbreparvi EdI Fleaq fast Door panels mm Tveread `Iwittri l'awn"wri .4 Hwsarrc�s & protcrss CTJR ilegulaton Building CrAks tired Staxbrd, P ... durt Approval Aprallicali.. Detail rI fuIii sm 901Y rN cat, pwrt pate a rixNr.N jX^ Voa viinit" MANOP(rune cW11 Ezgog. A 1. 0'... VArbw Vd4o.,W r iI Ajacqeial Il )II I Cateraw. vmdo.s 1;, 185. 1 1., ITT 7, 3V .1 r`:4 SurrIZ-Alegorto o.rLcrra1.`3bi1r crwvilar" III Ul tr I F 9"Ity Alrdwaryl APPLklititi ILrnr A fjrl[_Ta__VLM ft pra; P, Wwd "am murrum OF Wine Fadiltaftic-gAl q ?1414sr 0"hirlm HYKI likorI HE: I N 1 .1. F.,go, F­ nulded., -­ T2,1,scnC4 1, N, amugm- iztk" bM_. IT, I. "dol frill, 1.1 rrr 1 ca.d.y: Panel wo, llbcd.wnr,. %-Ra Crrpli­ Method, 144uad­ Repot f1r­ 4 ricglda Pnifl— Nhrle,,t rvA Lier-d FIQ,lb I'M—, r"ITen, t.M12721LI1== 11-bar . K­ 5wfftl 94,4;061q.o soIM Flo, 4 or, III Gs q lI FAR Ploricla Drapa.rtrrwrr* of BuaiI & Pofeua orlw Regulaton Building Codes and Standard Product Approval Application Detail I'du aell 11- ­­.� & QZA 1151 L ,T, rj­ ITT i�'.4 Y41I aotguad % &EF-er Ate, bIT-7qu":'. I - ai I --A r2 F`2 4 Ilona Department of Business & Professno,al Reg., zitior it, a ng C-noes ni,,d Starrmrds PToWxt Approval Application Detail i;a w DWI a O.vr .^andlwg P-1 CM10" krill i A U&IIIIS yab34w- 5,krirmi, PK Amr.vdo AW. I pi- Th-p- L r-o­ 4", . -, I � 5,.021 IIJ C.I A, - incir &,v,rI IV Var JolgrlyrnifforUm Impact ­­1 Fpi'ai-Car. h NIM? 15FAUdr, HV Z R-W. vcn I: :,III A,IrIg .ti_ffll 12;7I,2J2i NIT f" No I ,, �j rf I11 " 112022. No I., Irk. Ver' C, ",!IL" "IfFr] :iirlm I _;3 I 'Z:12 rlr. 140 "I I u°N9e 11-31 12V­ No ter r1C I , iron vty bi,/* cr, I 11"n-21- `JT, Y.Ir. A"I-SLIA',4911 i',01I 11:02 -1 Ne 9detire(s) (Iffs%angroudswng XX)o(Xo,,)0W Florkla Departmert of Buslrrets & rr,almsiOnal Repulatirn P,x -.T Hmido Dirpairtment of BuLiiriertS & Prolreswenail Regulatorr Building Corbot. a 5d Ma 13,alicring i3cjes arld Standards Noxmiral ISWI &QI Non-i mro&-oliot. Grazed 121`WM__1 No Yes `10 NA Composite Edge Fiberglass Door PaTfI -MM Vented 90inte(s] (hgofoiyOutwoV XX, "), ork)rO Product Approval Application Detail Pfodtj(:t Approval Applicallinn Detail oorr%mabois) - za Norrilmal OU39 8 SQuot Non-! ffoatI Clazerd 1 �0 ll2TV No les. No, T"A Cornporift Edge Fiberglass Single Error vAh _W39 E, SidelI (Ia,.nWo.tS_nU XO 0)(or oX0 I orairguralioos) PAZ 21,12 DrIft P.I gier 9TARY gi DA2 NA Cali, pendino crt ZL Ni li FTr,@f­A4,.i and 5,T`,C-Xh 'A., NOrI 6&F3D,6&quorNo1-1mro;I GWeJ 12r3l)_1022 No fe, rll� rVII zM vVialar A -a 1AAeEd ioheat Ind Wirme PSC 6EU.- Apare �rNuig tb yinI Aijorgyril Iy Composite Edge Fiberglase, DoI 10w, .01, R__ TAMI ",419 rr�_,Axla LLC Kr„wl N­tt ems 44'i aL 1211,1�r:ic nn L V plan"X -Ir. M, rh,,,n;,=rj A,,braMrA "ofy �Mslrdan zadwy R rTTM PP I.QItlng 140-T 11 ]1334 z,. ThemI airi 8-1 SuIT 1,19-41 BU39.0 llaiopt Non-ImgvoI Glaiatio l2.11$lf_.= rk Y� No li" s-cangr u,�;.yirrds Cali Rc�Ajg 3,r4cI Axle5wm It* OrI, ar, Comp to Edge Fiber laaa, Singlit, [,1 -.0 3&M C, ORIVIWII *MtID(t EAkl$II R*00o III- InTIrgriii P.1 $ii R -S,g sno�ro scle,11I 0 ­"IaQ*Lft"V XO, QX a, OYO , or. I.,,xI ItWok. CWgr1QIII MtTtKk IiAiI Pt=l 30 4 TheoI. FiI and SmirotH-Star "Nutaho,$) "FW 88413" GloZed 1 -141 =2 4p Yes '4, NrA F) onlaa k iaI TrinoraI ura L,-to I, 1 -6. cernpI Edge F-datergram Doutole r-,m we FLi123 rt9 Pz u a r,lr­_4 EnIMI 3=390 Sdefiles [I rTinI*VXM2.nq: 0_K'A0 nko,,ft. CA "a fla"Und lor; ulda W&I yonto, ze rnworta F,be, Cl�c arar Simro"Siar oonfig�iravbn) Norninal 7&SaqO sna W i r2F, 2 2 No o�kif. 1-611,12 Warty As. w,�E�L lunatUA,1'a 6=,TDj :a YM I r Composae Edge Grazeri porrogl,,I &Ingle L),wiction, I, ifvitz OWNI gy"Itz RG..I Low`wth cc without 1&49,2,%,IetkDI671 gal �_S Flat Tw � I ;14Ve WnI all, UA- Ti rre x Ok. rqjt� L&MI, Yt, N/1% X OX Xis or 0)* '-ftwaI Vtrl X oI `.1;i`.1gq:V.1A My NA TAW 'I Or' Rd'), Rall, ­6 01, NIA 7-M-3 RVia J To MT- V T* Slnftc 'er.- 19 IT fj",3 yr&'Yet Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval App:.cartion Detail I'l5i'2022 FL#I 929e fwyAr pate nm 2AU QM19 SOW% Tyne Version NLnut;fqturtir Contain Engiri Val rdated By Validated Submitted EtDflag _AjNgg_v _tA Appi,,ed Rev,siori PL. li Maury,Alpeii License JohrAV I N26II,1020 10122112020 FBC 1211511.020 Category. Roofing Rc,beil trierninerl Krieze"10iti PE ARMY11i SubCategory: RE 59165 (951 772.5224 1 '!DI IoI U n der hari,ivwittr Compliance Method: EvaiL.airiart Reportfrom a Ebrida Req. rstered Arch Rea cr a Licensed Franca Pirifessional Enpineer EL#620-R31 Products QujI Assuranaa 892MYed far Use _A_nj�_rn_�fl to I USe I M WC, 0-egg, sue; Product Model, Nunil>a, or Nartw pirduoi DusefikLug) Cgouriew EMIration Gwre In WMZ Outside HVI1Z liro%Lslsir laios%urro I polyglarig; Roof jridertlyme"s Rr,,Ar; uncereyrreros i I 1=2_1 No Yes NLIA - t VA 1- 622 5 F 01 .1;0 ow R roof U r, I eu ifirents (-4vHz) Fr a4 y g I a is *r,? j,­4 eii aym r nits la uie t I f 3C 12r.;3=3 Yes Na Nel 404 HV117.)jrjdI 2 Folyorasi; Roof UncerlayTrI (nor PVHZ) P*gfass ro-of underlayrtrili, for use P 1211211.10.13 P40 fair N,A -%,Al- FRC non-r-)I juris&ct,ors 1 PCIYO20 RXI (dlvi­iz) P*Class r" UnCeirlaymenti for use in III IZI234=3 "res NO r4A NIA HVH7 prisaVICT6 2 Polyglass li Unle'laynents non-li Platygials roof Lincenaym earl for use n 1 Z234_10n No Yes NIA +WA;-C225 FRC no n-t-VHZ jurisdoldoors I Pulylass Roof Undetaytients l4VHZo roijilla-valf underla"ents for I in F5C1 2(21=21 yes No WA NiA HWZ prorfeli Podyglass Roof Underkayni jqrxi.-HVHZ) PuNQlaris To& urIderri e*., U use n 12rIW23 Na Ye-5 NJA +NJAI-6225 FEIC nonI iurisdreading I loolyglast Roof Uniclaynents (Ri P*g!aT% noof unticriaryments for rise In FK IM3r=3 Yes too 1`4A WA tivHz Polyglass RI Unwerldlyneirts Inor-WriZ Polyglails rod underiaYm arts, for jw in I ZF2 3=2 3 111 Yes NIA W;-Ms FOC norI junsdIImorii FLAVV410 Z021i ?A,-.- Inc cai.g.w Crir-tt, SubCakqarr. T,­ Fit- C-ralt- MoI LJux,w F;I rrwi 1,­,AI Z"oaftn EI,ldry FLOV 9r-Mit Fr2M;;b atraY !L.4wrt 612" Nunrib, W kri k11 PANS M71. , Tt.4e MI rbunda Depoetwerill of Business & Professional R09tiIatlor kf+Icrng Criciers and Sndincfor Product Approval Application Detail QcI - 2" v. Pa czrxa R12 i§aAasxar L III V.1drd 1-drolaorrl -FIC Apra- -jip'-d la-ko, r re,�n LIT' F' �� P--l— 0191 .C1y LIC A-mogiff fid, U% 1041140 DeArIbr, In bypt ",C* RapLaud poi 15 ga Not. twrollh antis r 4,clor -Urt Yei NA NA 111,}{S rw ago q4rtnolm I aroi, -Firobor PrI N,A .1A ig lF. h,GNalwem rare ft$ NA 200. Y_ yt, NA .11A Isgra ft- -,.d . .4s1­ 1FT5 NA NA 20 Ta. W�..Itdw r1ow, V" )r- NA NA riorrida UfDartlurr of B,js�wess & PrLf,-r5,'rj)j jjotj Frori,za Department of BtrclroaI & Prcfessioial Raquiaiion B.0 ding Cr„es and Szrrdarr& r5l Idinq I L*rs and Suirida i zi III Appiuval Application D.l.fl I Product Approval Application L-erori "11M It WRY-- 3,IR le al, . P-- -3 M,42mz 41jaam E" AQ119I 6201; a, )**w 41- 1 A L T­, 4,d "LA ain" 0k;gi-A IT C.II " , �atwno R-I'D �­,arr. Thm ae, rc'rr ourbI " Ia­t-Ia­, I, t-imno­&Ion Rrapa,t a F,,j6.,.6 EigIornn A, S a w'dig �Thet�6. wMa I b r, 1�i tlri -IF pi 11 oAs,& invrnz 41 �71 UV rt.t. ­q­ R 21­A, 7DIOMY 9oft drake on S"kt r i F-,orl. - ootv- TYl %n SqA;1sh.I .­+Wr - ­ --A - 'A st-*T 14d. I.- Son o,.0 illf :1 WA Tali Er.- 1 4­1­ -911 -"It - Cary - s >IIA 'GrA. 1W, IfA Flo,idtf Deriartnw[I of FIll;siness Professional Rertulalion "rorca. Doparivirit OF Business & Proft-s-,onal Rogi.,W.Ion Etusddlrg Gr)Jc-t arid Standard,; Burdhg Codes and Standards Pro,ducl Approval Application Detail loruduct Approval Application DI ANY_ s Z-_ "td. 7%q FIonI 20-1 Z-1te aftil-t Par, P-ti an ?4 TI vtir.o, ma"4famrw C, swot Ewq,.I & 1-reenst v.41 red Venda" SUb-th! FM APPoo,ral as�pno,, iu-_ V.Ea 14anaLeI cordi trny ille A L.MI 112-ti y4gilto 21511J.-L. ,I%LghaI A121L, 1.­_ 2C120 All A're"CarT Al.C_Is mori Gd- hq, a Swb­ Pistils S­Iodo F Trap 9;nI,3P "F i rylllf,..' ci_)c 1,]j I f, T, No- U-1, L­. uCL &­11. LLL v, ft- V 12.11- -L III I car"ry swca'. I 9�',TlIi 54 canonry: w'rllr*i 7 11,211 7 10-13?7 f4o7i v 50callaigort, slow. ParvI VUbCrI TFIM PhIbor Corniallar," Report rrpma III on C,trr, FL#1 781 Protlucts 1:,.Y2 A.— Ara. -spat `._r U_ AM— uw to war 6,1% ran cr phorplovey *w U'r, Ammyco 19- li➢.'se _11mud iI Irliguir ptoactmoov14ABNr pq Kim P10" oearnodon �,Mrad coftif!D Galt In I O1AFj`* ##tip Rrr*1L. seq a ro�qd,ectmqgQL Njqw of-hairr a 1nrQ*I JUSGnO W C.CifKt 6AsIr4V0a COW in rrvilz Q6IldI HVKZ p4llp'slant Rmor" ITIN .", ruorogih,H &-,p S:, Ni tt Pol, I.T1 1 1 2A9.,].Ii SIAOT S=cxrn Panes T•:- 12,1 Q A 2 ;TINS G;Aipw HI Par, I IJ 1 2 rd 4 T Fl.,_IJIIAVI 70of W to f<1 VI? It 2A Will 1­tu Pl- FlnrlCa Drinorl't"Writ CY' BUSAMoSS & Prohnssionol R,%guiaIrlon 6Lirclifir;lCodo5 and Standards Product Approval Appricationoetad 7i' VAl' IR-__ G.1.4raw 51,d,al Z�V­t, -,,I 924­6?a S.K.'WrI F C�ONMto MOOod E-sairee Heroohne V-1 51Ti,I.I1_ ETrqy. ri.4,77*11 fridiail, ft26M 1plig I ii '1V i, 0J,4dl,1 F VU-1- L', .­e.rr2%­lr _-!Or, Lee Wrl A. aoard R_ D-Ir-1 onda Doportmere at business & Protozzl<yral ReTiLation EXXI Codes ane, Seandla rd2 Product Approval Application Detail Ztwr 21111 06A "Ir Perrino is V­l� ;­00 6, -1-1, VOY14tri a, VaIII subeirted F Be 4vpr4a,,l A-1 1wsr1a AIUMI In, 13 1 .1t I L,i11­ L4t­- N' U:i,"i 1--L caing". P-0 'eal, , F-all S7-2M6 V� 6�,4 717 !' .c4-4 a.bc.ragary solrft n­._- C*VO4anti, mrth= ..w 7F_ roe . Rears­J Al hit­r a IT r ,r iim:g Pr,lrrc°Lf LqKm bmLkff.&-Bim P-JI UI M. 4V"L R-U AV,na A!­ew fi,d 6&nV -Ned rqc -1 1-, — some f ke P..r ld, all,,. tplo._ 2Y& &JI I'TLM A --b-1070 -_­j Jait oan.4. ­ VQ Nirsm_ Apiric,o! A pf I r, E t 2" 9.4ta "o"Aaa Doe IN'tryd'i FBC A2s Apii�­�4 ­j Qyw 1r, orar hirpital eviler 1, �191440 ."Z Fac 1-4rai A- '-d 31al." 21 Amr mat§'r4, u-4 pegia, h 4+ Z aatrdrry z E Pir*vi N, Y. NIA N/A FI FIrTiclu"t Aqipi" 4(tFln pa" pmj "r, A -Aft" pac AraftPI I,;, Y-, I., NIA QVI LIVU QdlI, am Did. VNIxa FEc A yraYal ap,,onar Sir- Xj 6r0 fa� NfA TbA APIRI VR//\ Virtual Review Assist, Inc, Plans Review completed and appro le k' rnr compliance with the 2020 FBC 7th Edition L bY Vebra Anne Klahr PX2360 March 6. 2023 U) > 0 0 CZ —0 C 0 C) LL_ 0 CID C:) > -o F= p U) (1) -- V) CO 0 -0 III IT SHEET NO, PA 111i Ronda i"*PZAirieilt d Brgn+ S & P-ij�sKynal PegU!?Jt=Qn ftte - aft RnMda Departmenvi I "Oessanal Riegi-991IGn --ionda Oetiamnert of 3usness & Prolessional RegUabon FILi1clin. (-,oec �,l I.LqnWrde 610x4 Budding -,.Mr)dRru Building Codw gild Stanawde WO(fuct Approval Appl."ticro Det" 1`41000,R Product Approys, AppicAbor, Utitail Product "rovat ApphcCmbion Dew FLM42&RlR team l2l!ft -Oft 091, Ndrr Djft 0041, Ebky a, CIO 090P P. wdfag Do" rf. 94tEtx.l1 MR pft 0004mom Ilf" WWW" rM1yMIAt CoM ti fiN0---AL4-!W wwa"d% vib"104 8-bMftd FIIC A pp-.i AP P-d WU- TIP. V..;. GAIt- & Ld W*-A" By WW4%wd f-b-01111-W � A pp^�'ji A"- Stile -n- *,V rsAuf90[i,nr CRMrW ENt. &t.409sN W* Al FsC ALI Art"BW 20M PVU OWID~ Jv .Yo- FA-14 W%wavow rWtj L FJ WOr'rWl P F a C7,14ricz T,12CW21 2= Pc 4. Owpors"Or, Joe "f1fW 8" wv0w &V Low 1, f. 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Or A--J S, 01m CAM rAW VW.A 24alo *CY'S OV Gim f1W fr? . 1.2) W040W 141, Yp 4 bir 130 a t-rrru r A-4 S Om Uk- L)Oo, Masi S mro Pew.. 1` 1- C'Llw 47-VI X 40 v09 w,-2-) 3U$IflesS & PI`17*3510fla' FegLAJllGn COdw, and stomimft 20 RM%4& Qft MqA -A WYK <),%!!ALHVNZ llitli�isirf P---, j APR 0 8 2923 1 \/RA Virtual Review Assist, Inc. P!ins Review completed and approved hil cumptiance with the 2020 FBC 7th Edition !)y bebra Anne K!ahr PX2390 March 6 2023 CID -M Q > 7D 0 0 IL M -0 CL M -M U) 7:) (D (D .0 i I+- U-)M M C) 7D C/) M 0 SHEET NO, PA 1.2 •Simpson Strong -Tie 2020 FF-C Approved Products Simpson Strong -Tie 2020 FBC Approved Products ET l Simpson Strong -Tie 2020 FBC Approved Products FL#2355-R7 Fei 0446-R6 FL#1006-R5 Seg 9 r rod Lict Model, Num bet or Name Product Description Se u If Product MWill. Uumber or Name PiRcluot QSscript on 1121 Product Ml Nurnberg -Name Product Description ten SI:31-i.ess Steel Concrete l Masonry Screw (T7N-SS) -!Z - ar,et- ten stairtess sleet masonry screw A,11 A23. A33 A34 15�1� A44 Angles eT. :rB. BTH 6, il ARA21 APA4 APAC AmViii APVA4. APV.-'B C­tdo�,rA� - CMST12.CMS7i-; C-cliffl 13:10p, APB44 AR544R. APV065, AP136613 APMe 'P6WR, APUl1Q1:ir APD1 011i. APVUAA, cutdoorA.- "I C514, C51, C518 U520. C522 Coed Straps FL#5599-R APVB44R, APVBl AlIVIEWR APV688. API:F88R, AP`."U`1l APV810'0R I CSI fist = 1 Cuited Straps 4 APDji,14 APL)iJT2R-4 APDJ12-6,APDJT2Fiij,APIIDir24,APVL)J,-4 'W'VII JutdocrrkccKnts L)ecr. )ust I - GTS:11? CurnpressiomfTension Strap Sect If Product Iftdol, Number or Narne Product Description APVD,IT2RA 6 D-11P - - sm'd to Plate he Slol X 1 �LBb G,taoo, koce,riis r-ornectDir Screw 5 P.PHH45, AfiIHH45R APIW61C APv'HtjlLIR CjtaoirAcceril -teavy Fiji _ �i 7 I.1 11 f_:_A. H3. Al -17Z t f HUF,c3rie Ties 2 SD91 17, SIN212. $01 C1 ! 2. ISDIO, 12 2 gong -Drive SO Conne-utcT Screw I APL4 APL#9 APT4 AF-i APVLI, APVL6 APr4 \PVT8 �,.A�Cqfs _ a-0 T Bearr,ol,Co1jr-ir 7,p� I I I --T K;T A Heavy Girderr6ric"aw, H 3 5D911255 .50421255 Strong -Dive SD C-onnel SS Screw 7 APL-124, AP1_J4.24IR APLH" 6 APLH26F APj;210 APLH-'M-iR O taogrAc rnis Light i-tangir's Hui ricans Tie .1 SDCF22434 SDCF21251 72 SIDCF22,514, SDCF22700, SOi SIE)CF4121014 S:Torq-Clriv9 SDGP Tmoer-CF Screw a EvT Z Ledgar .,enril Hpa,y aid Shoe DCF, S 1211 `4, SOCF-_i 334 SLICF271 Q&6 SOC�F`2723513 9 CeT2Z CEIT4Z Concealed beam Tres l; I•S-1 5 Straight Strips SDCP224,V., SX.P2a,12 SDl SDCP22700. SDC.P22658 SDG-2L)912, Sworg-Orive SMP Trnber-CP Screw 10 ("1 T"ZL C'JT4LZ ";``fnZ, C'116Z Unricil!'Alled Joist i let, H FrIS2,' -I I� 30C. Heavy TMST Strap Sar P221 100, SDCP-"l 134, SL)CP271400 11 Gi 11 A De: , ,:c?l Tie 13 1 t Sf)2CK 1,' Heavy Tmirift Sl 61 SC)HR274G0 SDHR-17614 SOHR31400 SVHIR31614 Stron-p-Dare SDHR Combo -Head Screw 12 IDS Ury 'lvallsl.op 14 LF i Lght Ficlor Fie Anchor 7 SOE-2151 12 EDS25134, SIDS21522M. SDS25212 SCS25300. SMW112, SCS25412 Strorl e SOS Heavy -Duty Connector Screw 3 FCA I r''ps Al LSTA24 straight Straps SI)S25500 SDS2550D, SOS25" 11. F.IJA4/ h'ali Angins :3 11 L_1j][173 Straight Straps 8 SDS25112:S, SCS252WSS. SOS25212SS. SGS­_`5300LSS SOE25312,SS Strong Zme SIDE Heavy -Duty Connector SS Sc:il 11 CA' GA2 CO-_,sel Arj,e, LTB20 LTB40 Bridging 9 SL)WF2716 SDWF27?-,O, _11)WIF-2724 SDVVF2726, SWIii'll Sironq-Drive SDWF 9 loor-to-Floor Screw 16 H2A,FI, ...5TH4 HICA-2,HIUS H14 rr4GAlV HU(- �Carj, T;rl III LTS12 LTS16 LIS16, LIS2C, II -t -frt Strap 11 HCJTZ Heavy Coric*awd Jorrit 1* 19 MIS" Medium Girder fiedDiNn 16 HH4 HH6 Header Hamlets 71 _0 MST 17 MST37 NIST4e WST60 N4ST72 , Sill Straps fil 410007-R8 19 KBSIZ K,ee Bt,clt StahillIzet 2­11 USTA9. Ml NOSTAIC MSTAIS MFTAI-I MSA24 NtSTAW IASTA:36 ME-rA49 Straight Straps 20 LAO L60, L10 L90 ;1,IIqiqs I 22 M5TC28 MSTC40 il WTC66, MSTU76 Str are lit Straps §_qgl Product Model, Num per or Write Product D",, nptiQn 21 LCE4 Post Cap -,I MSTC4803, W'STCems Pre ^il Straps ATR316 iil 2i12. Al RIie ATR3:4 _htejow Roue 22 LSX LS53 LtJ(J, LS90 SKewablia Anger 24 MST126 WET136 MST148. li MSI ! 72 Stafght Straps I ATI-105. ATUDS-2, A7UD9, ATU09-2 ATUD9-13 ATUD1 A, ATJC14.2 AIurrwafr Take -Up Device 23 LSCZ Adjust3t!E-Star Stiril-I Connector 25 2. MTS1 2L NITSIS Ivl1*S18 IvITS20 Nirb-24C Nl Ill filleeklm Twist St,av 3 OP316-2. BF1f2, SPI)2-3. BP5/& 2, SP616-3 911 BP3)4-3 BPRTU03-4 Sell obtes 24 LSW26LZ, L_SSJ25RZ LSSJ21A.Z Lt5SJ26fR_ L5S42.110LZ L 3,,J,:13i?Z Fred Adfustaolle Jack Banger Z* NCA200 12, r4CA21)(12-12, Nf,:A2xb 16, NCA2x1016, NUA2x2-16 Bridging 4 CfW,318 Ct4l C.NW518� CNW3114, CNW�VA-". Coupler Nuts 25 I-SISPI 81, I,S-SRI I LSSR2 37, LSS '2 -2 LSSF�41n 56 1 '"rSIR210 rielii A,dA,,_dabk- 27 RCVr612 R,, A' ni 14 Wall FtlraUi" J5 CTU055, I-TUD06, CTUD66 CTUD76. CTUD76, CTUD77, CTUD87, CTLQ66. CTLO97 Coupling Take -Up Devoe 26 LTP4, LTPv, T ite Plates 23 RPSISL I -:I' .-- Repair Rater, $trap CT UU96, C T U UQQ 17 N1103Z, M-:4Z, 141-282, It'll-262 fAL21OZ A,ncs 29 RSP4 StL-d to Plate Connector 13 No, F14, N5, N6 Heavy Heir Num 28 MlArid Root T ei-Z:p,,,vh ;.o Sol SP-' 1 ;Pe Stud rilate, T rer 7 RTI-03 RT,j03B RTU04 , RLjG46 RTUDS RTUD8, RTLJ D7. RTUD6 Ratch I Take -Up Devil 29 pt 1.1 rfiaztf �zi Hinged orrl 31 SPF,4, SImi PI-16 Heavy Stud Plate Te a TUD9, TUCIO Take -Up Device 'X) 11AIVILUN, WALII M1,11-1-125 iAWL1Lr128-2.. VfAW2 13 1AVLJI211. MMLU 39, 1,;V-- I-11 I Face-IfIcurit Hangers 32 SS', 5. SJJ_ r i9, 554.r. Sbud SThoe 1 UW36 T ake-Up Washer -ji RBC R[3(--p Root tilmridil 33 5ST9,81 118 57122, ST2W2 ST 21 2�, �,7211.13 ST ST 621-�, SiftI224. ST67�YS StragF119traps 10 URS3 VS" Upk't Rod Run Tiedown System 32 RST-? Rcof Tie o�.Air i 34 TB20, TF_�7 7 930 TB36. T942,71948 TWA TEWC TB0 Tons -fir Bridging 11 URS4 10- Upr Rod Run TOdl System 33 Ill RTC42 R7G27 RT,-All Rinod Tle Corrui ',5 TV1,810 TIABI 2, TVVB14 Wait Sfacing 12 URS6 519' Uptrt Rod Run Tiedown System U STC 1,TCT, DTC HTC4 .16 VGT V(,TF?, VGTL Variable Pitch Cjdpir ledorwin I IRS& 314" Upti't Rod Run Tedown Syll 3`,T,lC: 17 TJIC57 7tuss.iact ::t w, 7 'v`y'Fj()6l 'jVB1*>6, V%19 Wall Brazing 36 Z2.Z4 Z44 Panel StIferelf Cilp-, FLM 0441-RC FLA1 01,31-R5 FL*10447-R5 q5airA 9 Product Model. Number orName MdMiDmirivition 5&jj FrogU;j floigjel. Number or Name Pil Deswiption T GTT2 Hrild-down Seq A Product Model, Number or Name Product Descriptiononceited ­7 Cr.0 F17xA 75 t iairoe� Z HDC1014, HDC10= Hold-down AHEP L L. 1 -1, Face -mount (CU CHU) and topi-farge (DHUTF) hange 3 HDO8, HHCQ1 1, HH001 A A, Haki zr­ 2 0SC-,R__'TjC�' rS'S2L_S0S7_1 711' CS--SD&� C; IF a. 7, 11 a vailabletrielidthsragging from-WIff'to 3=9ild" and I 4 HDtJ2, HOU4 HDL15 HOU8 HIDU Il HDU1 4 Wid-down 3 GBC Gat, tangirig from 9-1/8" to, 23-15118' 5 HPA28. HPA35 map -style purtir anchor 4 HCP1 81. H--D2. HCP4 Hip .: ­�_I_1'14 133-L z F... _;rzi 50-K)t5, HGir5.Q-SUS, HGLr7,0o-_'CS, HGL7 21- Face -mount hangers 6 LSTHE)8 LSTHDBR,; Slap -style hold-down 5 HHRC2,2 HHRC42. HHRC42-2 HHRC-411 8 HHRC44 HRW;5 25,3 7z, H-1R---5 37i-j 1Z Heavy 'ic SUS 7 MASA, MA1.AP Ftnlrldatom anchor strad, FHRC86 .4 HGIJi sorrel hangers Farp-mokin, hangers avallaft in vvdl ranging from 11. 8 Mill ril Strap-stirle purlir anchor 6 FRC1 81. HRC-22, HIP R'Jo. Cann,,i 3118" and heights farignq from to 12-7,143" 9 PA18, PA22, PA28, PA35 PA51 PA5A Sap -style nurfir, anchor 7 LRU26, LRU128 LRU21C LRU212 Raftp- NAr-i-r 5 HHGJS 25-SbS, HHGU5 50.SGS HHGUF, b--.SDS HHGL17 00-SD8 HHGLJ7 25-10;DS Face-mourl Urqnr4 13 Pl PA173 PA128 PA135 Strop -style, pil anchor I LSl LSSU28 L*SSU210 I HHGI1901i Ill STHDlC STI-4DIORJ 'Slap-Mle, hold-dowir 9 TIRE-4, TI 6 WHUS26-2 HHUS28-2, HHUS210-2 HHU546 "H-)SQ HHL;S4I 0 HHUS-3 5WO Fiac�-nrroun, hangers -,2 STHD14 S7HD14R., Strep-style hold down 10 Tr_24 TC226 TC28 "HUS7 11 THA29, THA21-� THA21m, rHA:llljl-2 THA22.~.2, THA41331, THA4117, I -q- 11. F 1 22 7 HSLIR HSILL, FISURC. HSULUt;A.tm hatil Skeivirin race -mum rangers aYriti;Iii widths rafhgmc THAC4-" 7HA426 I HA422-2, TRA426-2 'lle" to 6 IM" :and hagrils,arl from 4-3J4'tc 15 314' 12 THAI 1 81122, THAf2 oll THAl2 li_", Til 21 JHA1322 THA.1352.:' Conceal-rd flarigill, veire;llon (H.SURC, HSUI C) availabite f 15 THAI THAR422 double ')X and 4X hrooels only acute flange is corr-eale 14 THJA.25, LT-IJA216, LTHMA FTI,1Z6 HT02e, H%210, HTI Z HFIJ23 2 i Fit-'- K J Face wount hangers is 26 7� IU26VY 714jil 4Sri_�, -SDS3 TI 3. THJrA2 5 -C series hangers Face mount hangers available in widths ranging from 1 TSBR2 24 heights ningirla: from 2.716" to 19-ite. Coricep 7 VPA2 VPA.25 VPAI-, VrA35, VPAA version H Xi avaiIacie for all rrindel, having width equ greater Man 7_911 61 1OI D HUC �, i " : "`_ ' � "" �_S_SMSL Hl'JICQ3I0_ HILICCil Face -mount hangers SDS, I i SDS, I -Ill :F - I V; 111 10S. H 2 SILIS Simpson Stroh -Tie 2020 FBC Approved Products Simpson Stroh g-Tie 2O2OFBC Approved Products Simpson Stroh Tie 2020 FBC Approved Products qr rcq *uil Iniisto all RST aDpf�,sGV.I, - F 2 =itr dil V-xZ 1- .1 ° T aixio,uli Wv- zu,,a ,3F droonal Infortrajorr reigarcing 1 13, la Szate mide �r z -La drill v A,".o:ance JQA, _LL Q or � d�� �­i 3 -lot Teo, r &Rarding _ 1w:b, s '3� e lr J L, I- aiice :tre V lAl 21 LB series rangers 7up litange hargers eivallal in wdth of I V1 6"and heights fl_141146,5-F5 18 SILlov I !>6, 6�`LL)V 1. 61 SIL01V2 06 SJLUV4 ' .1 /, VLBV2_55. Sk ZW2.68. StLOV3 12, Tup F ange JIj,.l. Wi gel ranging train 6 3'3" to 15-1/6" SILBV3 56. SILBV3 52 VL3V4 06 S11[-BV4 12. S.IUBV4 28 SILSV4 75 SILDVS C 22 LUAZ series hangers -1 opflange hargeis availail in vvidth at 1 9116' and heights _S_*Q_E Product Model r,;'AfilJef Q, Name PrQdl Desrrp(ton 18 ITT. S)L)T T ZZ 5/HTT 14 1 t 14 11 TJ 5 Hutdowns rangunj 13-IM' 1­,;­ilJ52lil FHlli'3i1,3 4 20 SW z7tl Sillitl=. Straps 118 r-ii, C ­5 gir" 23 LEG3, LE35, LEG7 series hangers Top flange hangers avatioldler in widths ranging from. 3-114"to l - HIRS6 III Hl 2 21 SP45PI5 Stud Plate Ties 719'and heights ranging from WW 33-112' 3 HUCQ2,C-2 SCS, HUCQ21C-3-S0S, HUCO.'10-SO-5 i­nq:t 22 SSP DSIP TSP Stud Plate Ter, 24 klEil Will sores hangers Top flange hangers available inwidths ranging from 5-114"JoO 4 THG82 TIG63. THWH2, THGEH3 7HGE!t I 1 antler 23 517C OTC Truss Clip 7j8'and heights ranging from 9" to 32-117* 5 7HG02-SDIS3. -HGQ3-SD$4 5, THGQH2-SI7,313 THG0H3-SaS4 r I 1 24 TII TIU*fi Brace Diagonal 21, MIT stell hangers Top range hangers available in-ndths ranging from 14111V'tc5 e THil THQAll TH01,N4 S, THQW04-4 i:'. t .11,4eIr 25 T,11I Truss jack (.;orne=lci 1.48"air heights ranging 1119-1,4" to 24" 26 PF. PUB. 'FOB PILSB series hangers Top : flange hangers available in vilicith ofl-StIV'and heights ranging from 3-aOS'll 7-1/8' FLW 1473-R5 I FL*13904-Rfi 27 RR Ridge rafter connector -S VVP set,- hangars Tophilingre hangers avartil in widths ranging frorin 1.9116" to T. Seq N Product Middei. Nurl or Name F-' E Sea X Product Model. Number or Name Product Descnittion 110'and heights ranging 9-114' to 32". DE TlN-20 -�V` -3-, SDZj­�]JG (,C"Q%JA 62_SDS 4C)G r Co l _CQL45 to SDSHDG CCT0Nj367-SDSG Masonry Pw.i Caps FG T Fe HC,_FRHL F51;,,HR l dry ri.r C CC.TCrh4452SDSG 1 #Alff Hurl Tie GCGQ%11550SC v FLMOe,30-R5 4 HFTA12.AFT416,HFTA,_10 HFTA24 HFTA+r ­i,t% Ari 7 2 E-1-1 LCjrV3 WIC.-KT. rCULOW 626-1(1. E­,1CL0MS 5l E-,_t.1LQ?l 62,G-K I. _K MAsonry Parr Cara 5 FE-FAL 12 HET-AL18. HETAL20 F rinbed lied " L %S An Cho r ECILQW4 J.IG KT EGGLLi`.j?vQ1r1 L"K E1_CLRQll KJ, L_-GLRQ!l L-2Q Selig 9 Product Model Number o- Name Product Description 6 FiGA M! 10. Hil t.lasorry rwroht conneri K f. --:,C LRG M05 WG-1 i AU.444 -,3A.44;- ACI-i,46, A�UA46R ABA66 ABA66R Adjastaple Poll Base 7 HHETA16 HHETA2C IAHETA24 HHE7 A4D Heivy Emoedded Tfuss Arl FGUNIS 4-5 HGJIM5 50, 4GLry? 00 Hgufl, 25, f-GLJMS Do. H,,Jy i Mall j t'dirig-Ts 2 AI A3U44R' ABIrl4b ABI.146R. AbLJ5-5 ABU5-13 AB(j65. ABU1315 ABJI56R ABUI Aclllstatlle post Base a LGT2, LGI �,'SCS2 5 LGT4.SDSi Girder Tindo.vir 4 LG, 1,12'6- ' _G1JfA24)-3 1.30,01211 LGUM2&_-. LiGUM21I LGUN121-4, !_:k.W`0-2 1.1asorry c5earn Hatige-rs ABLI88R. ASU1310 ABU101OR ASU1212, ASU1212R 9 LTA2 Lateral Trose, Anchor LGILM21C 3 LGUW,10-4. LCLIM46 t GUM48 LGUM4111I 3 ABW442 ABW44RZ, ARN46Z. ABW46RZ, AFIVV66Z, ,AB W66R,7 Ae1^.Fj'-7 Adjusla0le Post Base I'll MFTAI,T, VE-IA16 fAETA18, MFrA210 PAET,r '4 fill Finbedded Trull , s Alirno, 5 ill 176) 25 MRHA3 12JI 1 25, MPHA3.5)l 25, TORt-A35l N%H,il 5W 1 2'= litfasorry 1 op Tanga Pil mangers 4 AC4, AC4R, ACF4, AGO, ACAR ACES Post Cap 11 1v1,1i;TAN1?z, MSTAM36, MIST:rWi7l, MRTCMOI, Slr:,p7iil fo; IrA.,,omy laetiA3 56/11 86 M F3H A'-; :&l 4. IV BH A3 5131416, M6HA 3 5(j/1 6 IJEHAS W7 25 6 BC4. Bl BC4R, II 3C6R. BC8 2CSZ 214 Bi Post Cap 12 W_M16,UTSM20. HT,9M16, HTS%`FaC Twist Strap 'of Masonry r.1eHA5.5UE- 25 NABHAE, 5al-Il 25, Sil 5111 88 %QH AS Jot 14 MI SVI 6 6 C17144, CII C648 Cn68, CII Eritedded Column Sal M413FIA5 '.,Gil 8 7 C@SQ44-SL)SZ CBSQ46-SDS_1. Cit-SQ6I CB_qQa6-S0S2. CE!SQ88-SL)2 Elintedded Column Ease Ill 5,!G.25. MII 5�11, 215. 1,46:­.Ill tsr_;­,85 VUHU3 b6ft. Nljbrji,iy FLledrc -L,r gena CC 7CC FCCLI Series Bolted �lumn caps with W ranging from 3-104' to and Firri fil[BHU-3 t 5118, 4H H LPo b3t_4 25. 1AB I- j -5 Wl' 25 VE H L. 5 -o0v t S8 V 3H J1, 5 CY 14 VV2 ranging from 3-5.18" to 7 .112' Mill 1 5 )11 F, IA RH, )1 -1 t.'l P CCQ.Sr,'�2 5 CrC:,'-F=t2 5 Series Scxevvrsd cio[umo raps with W1 ranging from !.V4' to and Seo # Product Model, Nqnr Q, Nwniz Product D&__%cripAlgn VV2 ranging from to 7.112" L17 Ti Z Ce< le%an, I e 10 CPT447, CPT66Z Crril Coprealled Post 719 Lease P 1- 11 1­1 D". q Fic) r u: i Hol-,;;V� , FL#I 3E175RG 11 EPE,44A, 7-PIL-44 EPB48, EPS66 Embedded Poet Base 3 H02E Ffr�B IH076 1iD68 Lollard Ficid,;e- 12 EP947 Embedded Post Base 4 HTT4 HT'51, ­17"775-1-1 71 rr Seq # Product Model, Number or Nime Product Description 13 14 LIC-044. I-C666 LFI LPC6Z E-nLedded Column 0-a;iie I -I Post Cap 9 L I q. L T- 2`3 5 1 7 11,11 SOitr-23W, SWv2Z3W, 5DW-2-C-14, SOW224158 SLW,'LZ*CO 50?.iZ2rdx- SUW22638 SDXT6'4 Stlon,:; DI Z;LW EVIP PLY and 1RUSS PLY Sorews 15 NIPSI MPq667 NIOR887 Moment Post Poise SU,116r_11A50 SICY."'ClWi sl'innci E, , noc DL-RAV:EJX ,YD, �tor,I riveV-ER-H EX Scrow V PBS"A, JSSM PUS86 Erntedded Post Gase 4 U D 10H , 40CG SDWI-l12.'5W:Si SIDW4218000. uiYvv+42,1lGXr,, -50VVh2712(AJG btaing OmeWdAl IRORER-HEXIiCu Screw 18 P61116 Pbvic Round Post Base -C-Q# Frcidugitfilodel,blumperorNanne Product Description _10-1.f$16.112, %V-NiSlU300. 1_UAl.SI6312. 54ong-Drive SL FRAIvil Screw 19 P(_-44.16 PC48.16, F--48-16 PC64 113 PC86-16 (PC44-16 FPCA6-15. EPC48-113, POSICUP Sitil518-24 S1376-244 Sfr SDWS11971Z S0W,922430,SLW-_-­-,CC SLYWS22512 Sill IF,F -? Screw tirterior Gra-lei EPC_84-16 FPC68-10 2 SSTS16, SST620. SSTE24 SS1026. SSITB31! S$rb313 SST816L S-TIEQUL, 5 E2 L T F Pots t 0 C. SOW82 19 0 0. S DWS 2 " I ol S M'irS?21 " CC St't" 1 _V C S 0 Vill S-21 5 00 2D K' 4Z FCARZ, PCWPCBRZ Pf--9Z, PC8RZ EPC4Z. EPC4RZ, EIaQdZ, EPCti EPC87, Post Cap SUVVS2240Cr)R S1_JWS22N_70O9 SOVVS226000B Slrrono-DoveSE. '!M.6E:?&xew(FxtericrGrade) fffR FPC8RZ �22'0011)11? 21 PWe44 42 PP644-62 Post ease 221 2DBE3, Z51DWS21512E)BB Gtcmar Accents Nwoo Screw 4 RP87 R-Arl PrIs? Rase FL#i 3872-lil S[:jV1jS2,,1400,1iS, SDA'S?76l)o-n'S SgAIS227801)l Strorg-Drive SUAIS T*A81l SS S*c.i 7GO 3SS, SE)V45271 Soo I Product Model Num der or Name Product l nrition Strorij-Dive Sr2,N%'S0LE_T-'yRIPjI Screw FL#1 l C%43TI2 _-WS - !4 CVSTC16 CS14. CSI6,;--Sr6 '-S20, CS22 ::Clod T; Outdoor Acctants He ­Head Nasheir HREiR, HNSR HRS12 FHA8 FAA9.FiAl2, HA18 PHA24 Fl VST126. Ill Strap, 9 c i 0:4 $012 # pr2guct (4odal, Numtmr or bWMe EMg1i Q"rjall MST148 NISTW. MS-172, &MSTV. SNII ' SIMI I I,jA FSA Foundation Anchor 3 H`rE-J6, WSW-, HT1324, 14T529 H f HTr,.Or_ Heavy Tw" Fi 91 53ni-R. 1 2 FRFP Fiat Ratio& Foundation Plate 4 I.STAa). t STAM, LSTI49, L IrI73, M3TA19 r,'57Al2, MSTA15, VSTAIB 'vtSTA211, Ill A_­,i/ Straps 41 r,il (I I ga: 3 CH45-e GF416-B, r_',H46-F -_'H48.6, �':.i 141 0�6 GHZIIIJ�S GHV.-G OH65-8 GH60 6, Cl­t6k� Clider Haingref C LSTI LSTAlZ LSTA15 I.SrAIR, LSTA21 ll SF292 ST212;� 15r2l it) ST2211: SUAP�_ 3� uld 1": �14; Seg Product Model Numberor Name f!roftct Detioriptlon 9, GH6-1 0-tl St,610 8 e ILS1,1191-13 25 StISH3 M8lJFH3 25 8, dgir.9 CC- 1p: lo: i AA c 1,9,13A", 1 l 15 3i, T, u<, Fir te, 4 GLE5A, Gil GLB5C GLB5U GL137AL GL676, GLII G LB7D Giuliani Bearing Plote. I LT P5 Lateta - T w PItj to S S 210 ga Tilgh S"ngth -1 il Plate CLST512 GBL7612 GLPT518 GEil GL2;TSM G13LT82) Gluilm Gearing Plate 8 LTS12 LTS113, LTS16, LTSX Light Twnststraps 2Oga Truss Plato 6 liGLBAL I-IGILBB HGLBC HGLBO Heavy Glulam Hearing Plate 9 MSIA30. MSTil ST6215, S'T6224. 59, S 12, _11`15 S1 22, M,;iTC28, KIST C4LI Straps b4 mil i.1 C gal 4 f- _- I- Hvge Pate Ciornector 7 1-IOT-2, HGT-3, HI tilital Girder Iril 10 M17066 t,4S7C78 Slj hfr.+ 66 - t 4 g a) a U;7pill Uturversa I Foundation Plate 11 il NITS-16 MTS10 r ';?C WSW, f4l hirrS30C ItAl m Iv- --t:- ps Q, URFP Urnive rsa I R Wcft F ou r pad or, Plate SI013' 50� tWBI 81 U2 �37, aZ21 55, �V!522 56, 12 G 7 op Flange r.,ers rLill 3Q-R4 Sill 12, S134 21, B6 W 13 SGA2 1216, SBA_� 1 �,)U,42 12712 StBA-' 12114, SAIA4.110A6. SIPA4. VV! f�, .1, 3, �Jii 5t z5eq Product Model Nuill u- Na ne Product Dewwrtion SffiA4j8A2,,5&A, 1-,,14 FT I IP Adhesive Ancir for tz- cwe 14 SIF4 J.A H-jr L Uol JjU,GTH Gas-3cituaterd tasterics and assemblies is IVH D&S, SIHOalil, S WDIOS FAI 0116, Soir] Cil 5S, S;H r) I Fa 11 ; , f =, I :,.D PF)PAfv Powder- actuated fasteners threaded studs, and assen 16 &HDL14. SrHIDLO. S/HUU9, SIHOL I H C: r = r.I.- "PSI., F' JFr . 17 S/JCT, SiFJCT Adhesive Anchcr lot =rcire:e, Simp5on Stror,q-Tie 2020 FBC Approved Products UpcWecl 12ill -nil ntancnl, avail in wrns riargirigtrom 1-""to I, - and ripghts rarginigfo4-5!1,' to 11" CorceraladflArl n (HJSC) ;vallabill models navingwidth equal to or sr than3-91, C rrD ­r ­s available in W37,5 ranging from 1-7'.5" to 3- 'A lil, r ding fr-,- 9-174 to 16' ip 7 1 I, - i,­ lie, ranging from to 4- ;r A in -,is ran g,ng from to d As i r C-1 6to I F4- VZ' or, , I !vai!L-lile in widths rangmg firclirrr jr_ n_ jorin 3.1116, to ll, I t.(;i av arlablie tor all. aoublp 'Ie 3c ite farce is conceaked 'r r r,a in ranging from 1.9l tu ; lir I from 7-51V'to 1 1.1bl" F I Jx :;juct De-;nUtion ;,rW tjarigei- .4vatlairl, iii nviiict•i3ranging from 1-Wliff'to 7• nd ne,c-ita li,4nlrling ft-,r, 7-1rb' t; 37* I, arl hanger., avallat le in wills tang mg trom 3-,,W&" to 7 - -ange hangers avails awcl ranging from 1-1,Tto 3- -ind re ii;,its r-.ir gir% try 7-114' is 24" 1 1 14- ange, liangem :Izi n trActi_ ranging from 1-314'to 3- ,nd 9-114' 1-- 24* tinge Mango, n ranging from 5-1114' to B- ind Heqrfts i p an" rian gir, - ..I rani from 3-518" to 7- nd heVits T I (j fiit)ln 11 AW to 32` P hangers a. i-bia Ill -�rjths -iing from 3 1/4" to Piglitill, '"rigil Non 6- to - I- 4ni 'range[-, avaten; e -n we ranging from 3-114' to I lie gds ra r, ; ing fmlii. 11" ranging from 1-9116- to 7- and heights larigrill fmill 8" to - * tiangers available in wdlths,.,sing from 5 1,14" to 5-718" i egrl -arl from 10 11 r2' - I ,nge Farqels 2�, A 1 W,' e 11 W, ranging from 3 -1114" to 8- .1, ;1 1 .- , 37l ,ngv rangers ai-ain, nwz F:rrignq from 3-1/4- to 7- nd neights tar,grriq from 14' L ange hargeii avaiiiabe in YA:, furl from 2-5l1t' to 3 and heights ranging -from 18" tr 3' rige jamt hangers ai, aiianLt it x dths rangmg from 3- 1 M" to and neig h m ranging from 5 W" to 13. 1 iV' t jrap -iarl availl in mc, is ranging from 1 91116" to 5- id •e:q-lts ta.igrigi from 3-7,MtY to 15' Concealed flange n rI­,L 1I.T F) sealable to -all rrneis having width eloial ?.i fir a, than Z ot, -1 tqp 1,arges, _4vatkabip in wict-i, rarriginS from 1 -G118" to rid rip, q1h% i a s ri ing from $.3t6, " tn 28" Tiiiablc in wiolq,: ranging from 1 -olle'11I Id ­o its i,; ttt,­ r+, "rg". n Warr, ranging from I ADIll r6' ri VACtr, of 1.9fI6 and heights wair in -Aildtii of 1 906' and heigits, nl} Inc, b 13. , "0" (D (D (D > 0 0 0 (D U) CIS W (5 O 0 O (D > LE 0 Cn U) O CZ M_ 2) 1 (f) < - 2020 FRC Approver: Products UP(ateu I J3i­Iir2l)2Q .-Tire Aric;nct lul concrete ?-Boq 2 li,iIi Anchor for cc i< lore available n carborri -hn, and 71lipefil i and 316 strell steel f, I I TIC, T If H[) 4eAwy7,'i,tj SerawAnclic, 12f concrete and mailocill hex need In carbon s-ee and Tjpar 334 an; 316 r e" Etee' of ,,fth counter -,sunk ,tead in carbon steel and 31 E Ara il steel er 7. t- T, Ir, ri- HD Threaded Rod Ccupjer fut :,-,ncreio f L 1:_-e il, WL L+F;i _0 =h HLI "Inteal `fod Harper for r*nctrft I ir I _16 hi nor masuritv L_L# arrn0uctlI<rdo FroglliCt Description Hi 'ArelI Acl -*%dhes:­,, For concrete or masonry HT r.-W Ep-,yv Ad for rasol XP H-gn Sterij1h Epuxy Adl for masonry E 1 2 So -I Arl,_­tut for Co,. 8 stanlesel I v,, ,e,- rid 316 stalr*ss steel with n,lertl head T Tun, Scfew flIrichi tw or masonry i�rn-.- rt I ,;, elr1 i ni_.,,,-, r;,, ne Prod u�t DeSClfpYlOn r I,_ olnt � `4 e AL Lar!;s­Hirtad Valet Seff-Dl Tapping i vs; ilivVilill Lh 11 Point a-iJ -arV- Jamelef Hex Washer Head 4 S,ro-q-Dr,e XM :,I MeAalSelf-Crlltri P_­g `_fewsv.,Wl 95 Or 'I ;oiril Medium Diameter -1rox -4 S*n,, i-Orve X Moi -,eY-L, r -iii. TapDrrg screl'A's,.&I 06 15 Strong-Urvo AU iiiil selt _­ ling Tapping Soave with L • ill Pont roue CL j 411 1T),iss F rafring Dritt 'Strut Czmnel l i;S Framing f; wird-Cip (',ohnecrol, Pi 16 am It 12.14 Strong G, � ve FPFS0 F rarmg4o.0 FS Sel- U) Cz �'"­l Frar;qj Coripclor co .,I Sturm C-Innilill 'J- n— (.irrjredtof < FL,.j=,­ F rig 8,lilde-Clip',i)nneci" iiAl Cow, ol lne�;iofs '19 5; Hill I i4 S­cn;-Ol XLSH St�oulderird Self-Dilling, Tapiong Uj i r an- 012,' Stronc X Wtal S0,0riling. < __j 'Vr AAPR 0 8 2023 I _j Virtual Review Assist, Inc- (I - Plans Review completed and approved for compEiance with the 2020 F8C 7th Edition SHEET NO. uy Debra Anne K[ahr PX2300 March 6, 2023 PA 1.3 MIAMIDAEW- %iLA_\U-DADECOVN= PRODUC TC ONTROL SEC TION I I W, SIV 2657eK Rom 201 DEPALRTIfEN r OF REGULATORY AND EC ONOMJ( RESOVRC ES sK' M­,nT Flonda 33175-2474 B 0 -1 RI)A X D ( ODE A LYN UNIS TF-4 TI CIND 1115 ION Fi'Sd?'-15-2599 H(_ E0F A( CEPTAN(E ('NO) P(-,T Indio-1tries. Itic. 1070 Teclinolog Drive, North Vetdce. FL 342.5 SCOPE: This INOA is being vslled Iladr- I 'Le appLc atle nike�ago amine the use of censtrticton matet ial s_ The - - C Mut-V - tit, aunt~,; -Product Control Section to This NOA -hall not be valid after the expuit,.,t., i- i,-- The. ' ,111-1)ade C'ouur.- Product Control See we Lh,-i:: 12L D,ade,ountv)reserve the rqbt to have rhis mulaterialfails topeiformin the accepted r mannet. the mant-dacturer win Lzicut the exV-.-T. .� of such te --nA the AHJ may iniinediateh-revoke. modify. of suspend the use of such product oar mat : .," within the-, diction RER reserves the tlzht to revcke this acceptanif it is ce. determined bv'.\tairu-Dade CoutiryProdixt Control Sec uou tat this prodt;ct or material fails to meet the tequu imleav, of the applicible build= code. Thl:- product is appioved as described berets and has been designed to comp4- with the Fionda Building C ode. w-c' ludw.iz the High Vekxitv Hutricane Zone, DES( RIPTION: Series e''O­ A'jil% _j -Siding Gla ss Door (Reinforced) w wo 900 & 13-90col tier -'LA11. APPRO VAI DOCUUENT: Draivin s No Rei R ntled Shditio, Glis­, Doot NOA tI2\f)­_shee% I through 21 of 2 1. prep,oedbv mattitfacniret. dated 10 05A 'Sand last revised on 02 0121. signed ,and sealed by A L-.�=Millet. PF.,bearui.e zhe %liauti-Dade C ovnr;Pzodtxt Control Revision stand wah the Notice of Acceptance nualbe.- 3*1 expliation date bythe.NllaitL-Dade Count.- Prodtict Control ",ection. Nft;u,;,ME P\rPAC T RATLN(.: Large and Small Ms�ik IrtipAct Re-,Oant Limitations: See table I (sheet and table 2 (sheets forapphcable SC-,D unit sizes. design ieuiforcement• 13pe-s. Ja-­, types-sih rv-.ei (.ee table. B-1 & B-2. sheen 7-10, and ariclicr layout sheets reqiwemenv, in 11 thru 16 2 Rizid,.Illte PVC. Tan (Non -white) Rizid PVC and coated (Painted of lanii-iiied) white Rigid PVCto be labe led per i eferenced.'NOA'S feClIllilell-k-11M. pli ab Eiae�,s qmwidth �erable does 5 roust comply with nun cleat or height per FBC requirement. as ap c. le E. L.-kBELING: Each unit sdhaU bear a pennanew label with the satire or lom. c1m% ttate and series and fo 11c, wili v,,ta tenio-tir : "'Mialm-Da de Couunr Product Control Approved". noted herein herein_ of dus NOA shall be considered afte> a setae vv3lapplication has been filed and thefe lix% heel no change in the applicabke bilildwz code affectingtte petiornuince of tills ptcKhlct TERMENAMNof thisN C-)A will occur ifie- the expu`aucc date of if there has been a re vision of change in the aLiter-al-,.use. an-iotmanufactmeofthe ptoduct,liptocev. \Iisueofthis *--\'OAasaneu&-it-,emem,--fan,..prodLict. for sales. zidvesiis= or a:r.. n ther purpowt. -.hall awc niatic ally terminate this NOA. Failure to comply wah amy zection of thl:N'Oishall be cause for termination andietlio,.-al of%.'0.k -A,D17F RTISE_NfF_�T:Tide NOAuuntkei precededb% ,Lt word,. !Nbanii-Dn de Counry. Florida. and rollowed by the expiration date uiav be di,44ayed inadveii:71iuz lt;erarue IfanypostiocoftheNOAlsdispla�,-,-d then it shall be done in it ewuer: INSH C T-ION: A copy of thi.-I er;iuie `,;OA :hall bepjo,,-:ded ro the diner by the tiraurifactuiev of its and ,jl::tU be available for its spKbon at thejob =.,te at dae ieque-;,t ­ fthe Building Official This NOA revises &- i eueii-, N+�A. 20-0429.04 and ccw.!,i t" o f ihvl pz)ze I and e�ideace pai:e > E- I E-2. E--;. E-4. E & E - 6 as w e I I as p p j - o va I doc iitiient in ent, o : x- d at, c,-. The --Atuwted ic,< iiiitiivition wis ievze,.ved by I ,11.lq I C kinda. P.E. Y0A No. '21-0:0ZI-3 ErpirvionDate: Aprill.4.2026 Approi-xi Da te:Nlarcli ' Z. 20' .1 Page I PC'T ljldtl�trier,, Inc, 2 Evidence Snhinm#,d trokh,j pjeilous suka&lal A. D RA \N r+GS I Drawine No.1ED-55-0.0 Rev B_ rifled, we Glass DoorN0A (LM"I". sheets I through 2 1 of 21, prepared b,, inarlufacturer. dated 10'05,1 5and last revised oil rA 22 20. signed and sealed by A. L.%mn Miller. P.E. B. TE S T S I. Test reports on- 1) Air Ir fi'f Test- per FB(. TAS 202-9-4 2) Uaifi._: a.,� Pressvr.= Test, Loadingper FBC - TAS 202-94 -c 3 BC � TAS 202 )4 4 Large Nhs� um. eft FBC. TAS 201-94 C1)er FBC'. TAS-103-94 yclic V'.! ,1,A I along ­VvIr uniked-up drawings i d Lai: t all PG T Industries. Inc. representittlVe tints listed belt T qi1ild,- Dowsil : P1 and Dwtvsil 983 uhcoues. prepmed by Fenestration Test-,. - I _-j morn. Inc.. Test Reports No. 0 PX-',_ _,td �17jri (tint.6 in proposal). dated 09;03.14 FTL--89 PGT PXV-5_52 dov% FTL-20-210--l.P(:iTSGD780-Alu=tunSliding Glass Door (rinif 7inproposal) FTL-20- 110-,2.PGT (A740.AJ= OtitsAvm2C-asenieiitlL'iudoiv(unit 8 in proposal) FTL-20- 210-3. PGT PW7620A Alitillintini Fixed Window Mishit 9 in proposal] and FTL-!0-2101.4. PGTPIV7620A. Aliminiuni Fixed Wind= a 10 taproposal) dated0713 '10. all siziled ai,,dsealed by Idahins Ortega. P.E. (-- ALC ULATIONS I Anchor verification calculations and 1s,tructilral atudysis. coirvly�g tvith FB( Edition (2020). dared 04 22-20- prepared by niantifactilrer. signed and sealed o,. Arithon-v Lyrin'-\1iller. P '-,: 2. Glazing complies with ASTM F 1300-04. -09. -12 and -16. 11 QUALM- A-S-SURAN C F %Iianii-Didt DeparTnlrent e (tculato.-., and Fconor=c Resources `RERS. F lLk TE RLAL ( ERTIFICATIONS I Notice of Accqt.-.:v-e No 194130:5,02 issued to Kui-arai :Arnica. liic. for their "Trosifolt 1-lnacleai. ( kar. and ( olor PVB (4ass expirul? Oil 07 08 24. Nonce of -Acceptance -No. 17 -080S.02 issued ioKuravaN Amei ica. hic. fortheif Senn-A-Glast (C heal and Albie) Glass lim-flm i-s". expirmg on OTW Notice of __kcceptance No 18-1106.10 Lssuej to Vision 1_:xtrusious L11111fed for their -Brown (oared iPain(ed of Laminated) White Rigid PVC Extetioi Extirisious foi AN-indowsand Doors- _ expiring oil. 09 3024 No%ce o."Al.-cep',xice No 18-1106.11 issued toVision ExtrirAotiss-linitted for their senses ,*Vf 101)(i Tan 202and lighter shades (Noll -'Whine Rigid Cellular PN-( Exteiior Este-usions for Windowsand Door,s' expirIng on 12 29�21 A, Pk Lhaq 1. Chaudi. P.E Product (ourrol Uujt sup*T-6-.0t NOA NO. ElTuiraaon Dam. April 14.2.0-26 Ap-prova I Dvc Mari L .202.1 E FGT In-Ju-jr1fr, Inc. NOTK E OFAC CEPTANCE : FVIDF\(, F SVBIITT I LL) I. fiidence Jiburirted undei pi eiiotis N COA A. 1. Matlufacturer's die drawmRs and sections. i.Snbiniued rend VOA.Vo. 11-0107.04) Drawulg No '%fE) -;.; .0.0. titled-'Vinvi Sliding Glass Doer 'NOA it ) sheets I thrcmgh 21 of 21. prepared by inan uf ac river. dated i U-) 05- 15. -,v itb revi s ton A dated 04-0-5 17. signed -arid sealed 6v A. L-vmi INLUlt- P E. B, TESTS I Test rqvv On 1) � Trafenn St -tic Air Pressure Test- pr-T FBC_ TAS _102-94 Large Impa c t Tei,i per FB C, TAS 2(1 - N 3) C'vchc Wind Prynine Loidmqp-,, FB( . TAS 103-94 along. with marked-LiF c1p.wwas and installation cl,_wfam of vaiyl slid gl ass ass door. prqpare�n I , b-vFenestrationTestn_.L7 Lab- Inc_ Test Reporl No. FTL 8-1- dated 12'07 15. signed and E. -is 6 and 0224 16) ealed. by Idalilus Om�qa_ P 'E:- i Te spi report re,, tI on 1 1 -L lest report on I ) -k if lafilt rat int Teat. per FBC . TA S _' 0 4 1) U I - -, .tnrfcru, Stit c Air Pressure Test- ptf FB(, - TAS 202-94 3) ,1-aref Resistance Test per FB( . TAS _`.12-04 4) Large Missile Inipac T Test M FB TA S 110 1 -04 5) Cvculc Witid Presaiie Loadills! " 4 pei- FBC C - TAS 20 3 -9 6) Forced Entry Test. per FBC. TA S '021 -94 aloe %%, ith aLif ked -ul drawings and aiq.Iarrou d iagram of vurd sliding glass door. prepare b-; Fenestration Te-stii-og Lab- Inc - Test Report No. FTL 85.46- dated 1106. 1 --;. signed and waled by Idahms Ortega P E. (Te-st report revved on 01 04 16 and 02 11 2016) .kin Infiltration ra T A on T per FB C . T A S -1 0 2-94 lest report on -,T j i-7nifornn Static AT Pressure Test_ per FBC- TAS 20-1-94 3) Water Rmiiance Test. per FBC. TAS 102-04 4) Large M1_,=;sale turf t Test pei FBC. TAS _'01-94 5,; (­�vl:r '%`,'_-A Pe­.-t Load nag per FBC_ TA'S 203-94 4 6) Foii.- -trFBC. TA-, 2104-9 along with flialk-CJ �'L�vlcm dLigrarn of �virivl sliding glass door, pared bv Feat it rat ton Te-s i ii,g Lab= Inc �:-,or No FTL 854- dated 12 0415. sigritiJ md ealed by I dalmis Orr -ga. P E. �je re-ai-ed on 1:' 14 -6) 4 Test report on 1) Air Infiltrat 10L per FBC 7A S 2 2) Uniform.5-Static _-fir- Pressure Test- per FBC_ TAS -Cr_ .--4 3) Water -Res Stan :: Test. per FBC. TAS 192-04 4) Large -XvIissile InVicT Tent M FBC TAS 201-94 5) C',,rlic Wind Pressure Loading - per F5( TAS '03-94 6) Forte Erit-v Test: per FBC. TA S 21102 34 along with nlarked-vif dray.-ings and tastalLation d:ag.rain of %-myl sliding glass dom. prepared bv Fenestration Testly.g Lab- Inc. -Test Report No. FTL 8548, dated 1'21.041 5. :iigntd. an-d Jesi Tep,017 on.i,;�eJ c1l 0! '04 10, =d 0 sew'ed b:N Idahilis Ortr.-ga_ P E lI 16, (UudiYE P v_wduc i C oun ol I'mir *-ur.#rvi_vor NOA No. Expiratioul)m#: ApiiII4,226-26 pros at Dato: Nfandi 64 Wnidcm -aii,_! 1) 1,. Inc It: E Of A( ( F PT C F F t. _TD E N ( F S I'B\ UTTE 1) Li, ,� f I T JrL,\,_ (CU"aUUV) I [A. T f P,_1 I 1'r I ',l I a I contp.'-ing with ASr,-1 ("'a 1 S nwiril;il ( ond ucm-.T7. �j L. V.FA -49 VIVT�-Pi�sAD""Z`:)xv2en-Pa�s ASIN! ST.Mi - 'IQ(j z I G. Durabilrt!,--No Fog -Pass. 6wbuwred under pre wif, Ya4.Vo. 15440A 05) 6, Quane_x Pan Duva-w -o=.lvm2 -,vith ASTM C-118 Them.vil Conductivit-v 2 22 BTI_7-ion. hr-ft`-`F. A'STM T_ 12'49 IVXA-TR-Pass. AST`M D 14S4 A_,zou Perrtiemce-Paris.. ASTM E 'ISP I G DiirabriL: -No_ Fog- ASTM E �46 Deis.Pow Development -201F in 43 hzii Extrusions, --td Parts couipl-ing with PVC- A_ -_\Lk 303-11. VoltultwSpeoficat0111 -Wonde (PX7C'; Exterior Pf,-,fjje,& for Vision "EXtruslo -A Poll��Auv*, C us. Ltd -VEX-1 nrestralioa Fxlerrof Profile C e-tificatioti Pro2rai.YL t_'ubwifted uPtd,,r.V(A.\ 5 k S Extrusions. Ltd- Parts complyIn g with PVC -A -AL303-13 under "JO-4-Yo. 15-04kf;i� 9 PVC-AAN,L-k 303-1 _i. Volliarary Specifkatiorl for Fuq.d Pohl �.-inyl Chloride ,PVC') E-mericir Profiles for Vis ri Extrusions. Ltd.-N."EX-1 b­ AANL-k Fenestration Exte,-10# Profile I to Certification Proffm-n-, 10 -Notice of Acceptance No 18-121-.14 issued to Enm-i Fenestration Solution- U SA� inc for their LTau 304() & light shade mon-whitet White' Rigid PV( Exterior ]EY11-1131ons for Windo,i)-, and Door ; expiring Cra --)4 1` 1. I I NcMlce of A.-ceplair-e No 11&-0122.02 issued to Enerv,11 Feuerratlon SSohltton_ USA- Inc. for their Pennies 'White Rigid PV(_ rXf(-riot Estrusions ioj NA indowsatid Doors-_ exp=__ 2 Oil 0 2 28 2 3 I Notice of Acoeptzie No 2 2 3.03 issued to Ellerz. Feriestrition Solution. USA. Inc for their_Bronze & L-:,Ii( <hade cap coated Whiv- Rigid PV( Everior Fimusions for T - Windo-ii-sarid Dow z- - e%pirlug on it-410--`5 I -TATE'-\[ENTS I S.-tarement letter o: conforantice to FB( '"11 Edinon 12020) dated "A 2„ Yi 1-N-3,11ed trianufacturer, signed and seealed by Anthoiiy P E. statearet-IT letter of no fulancial mrffe5i and of inn dent. issued t), m=ifacturef- dared 04 !S'20. signed and sealed bvAnthoriv Lviln Miller. PE_ Private Latielniz betty, een PGT. dated 03 301' and signed bv al_t arvolved parties. G OTHERS 04'2121 2RER Test proposals;:1-1 144 dated Ot 04 14 21 I ha 4 1. Ch.a uda. PT, rz C outrol Unit �Upemior NOA No. PCIT latlu t- e lit, \01 It. F OF VC EPTANC F: El IDENCE.st,Bmn u.r) B Il I to-)urluue& Test report on 1) Air Infiltration Teat. M FBC. TAS 20 '1-9 .4 ') Vinforni Static Air Pressure Test- per FB( - TAS 202-94 i Water Resistance Test. per FBC, TAS '0 1-94 4) Large Missik Impact Test per FBC. TAS 20 1 -94 �) Cv&c Wind Pressure LoadingpeT FBC-. TAS 203-0 6-1 Forced Enm* Te,;t - vet FBC. TAS _10-I-94 along with 111UR-tki -1.1p, 'Irav"MRS and iust.-lation diagram of vinyl sliding glass door. pre 1 1). Inc.. Test Report No. FTL 8549. dated 11 (16-15. signedaf sealed by ldah;_ P E, (Test repcart reviied oul-W15 and(J-1 11 1011 6. Test repc)n )L I _ L '. ifilira'trou Test. M FBC.. TAS 2112-94 -1rul Static Air Pressure Test- per FBC. TAS 102-94 3 i',`1.vtn Resistance Test- M FBC. TAS 20-1-04. 41 Large Missile linpa c t Test per FBC`. TAS 2 (11-94 ) C-;cU Wad Pressure Loading m FBC. TAS 203-94 along ivith marked -up dray rigs and astallation diagram of vinyl sliding glass doer_ Pre-, b,; Fenestration Teqin.z L;il)- Inc_ Test Report No. FTL 851142. dated 12 04 15. signed al iealed by Idahna Ortegi, P. E. (Test report revised on 02 15 2016 Test ur report oil 1) T�wfonu Static Air Pressure Test. per FBC'. TAS 202-94 ") Large NlIsSile 11W2CtTest per FBC. TAS 10 1 -94 31 Cvlic Wind Pressure Loading M FBC. TAS 103-94 along ivilb awked-up drawines and installation diagram of,,-wvl sliding glass door. prej by femstration Testing Lab. fnc,. Test Report No FTL 6638 (samples A-1 thru A-22)1. 11 19 10. signed and sealed by Jorge A. Catiso. P E. vSnbuiftfed under A*0.4.V0. 11- 01 0: 04) 8 Test report on 1) Air Infiltration Test. per FBC_ TAS 20-2-0-4 Unifortli Static Air Pressure Test. per FBC'. TAS 2 02-94 1) linter Resistance Test. per FBC . TAS 10 1 -94 4) Luge Missile ln4xici Test per FBC TAS 201-94 i) C vchc Witid Pressure Loading per FBC. TAS 203-94 6) Forced Entr�� Test. per FBC TAS 20-2-94 along ,virh uiA-ed-rip drawings and installation diigrani of %in -..I sliding glass door. prep by Fenestration Testing Lab. Inc. Test Report No FTL 633, i.sarnples A- I thni A -IN I. & 1106 10. signed and sealed bv Jorge A. Causo. P. E. t-Subitykied under.VO-4 _V0, 11- 010'.09) C . ( ALC I'LATIONS I Anchor venficition calculations and :structural analysis- corllpl�ing, with F-BC-2014, prepared b,,, PGT. dated 12,'09 1 5ind last revistd on 02. 17 1& signed and sealed by Aii(hon v L N-Ifflez, P E (.5tiburitted unt1erY0_4Ao. I .�-1 210. 01 Glazingcoalplies with ASTNIE- 1300-09 1-haq 1. chaud3 Pro ducr ontr ol t7jut sup#r NOA No. 'I 4J." Eipirition Dace: April 14. -kpprova I Di tt! Nl-i re h 45 E PGT Lidu -.tvie -. Itic NOT1( E OF A(_ (_ LPT k-\('E: FVI1)FN(_ E �VBMTJ TEI) 1, Nell Eiidelwe Submlfre�i 1, Diaiving No 11D-5;-0,0 RE-% B. titled ­Vi,,--! Sliding Glass DoorNOA sheet, through 21 of 21. prepared by triaflufactur-: 1005 15 and last re,, -red on 02 01. simed and sealed by A. Lviin Millff - RE ore: This fleV131011 consists replacement of &atrie vusi ing installation scmv with flat head B TLJS L None C.A_L(_ VLATBYY�, L. N, - - - IMC D. QT -AL 11 V -.k t- RAN C E L Nliaiiii-Dade DeparTrrient of Regulator- _md Economic Resource,, (RER) E. -\L-k TE RLU CERTIFICATIONS I Notice of Acceptance No 19-0305.02 issued to Ktivarav Atilvii(a. Lk4:- fcir their Tr osiiiol' Ultracleat. ( lear, .avid ( olor PVB (,Liss btei layei - eXpjrW2 On 07 2 `,-,otice of AcceptanceNo 1 7-080&01 issued to Kutai ay Amei ka. Lkc. for their "elin I-Cilas # K leat '11DI \1111to Glass Intel-1.1-ver'expiritig Oil 07 04 "a Notice of Acceptance 'No 18-1106,10 issued toVlqoii Exrnri•ims Linuted for their ('omecl tPawtM of Lamia-ated) 11 kite Rigid PVC Exterior Exti usiow for Windo and L)�oovs* - expa-ing on 09 30 24 Notice of Acceptance No 18-1106.11 issited to Vi:,Iou Extrusions i_u=ted for their st, -VE 1000 Tan 202 and li%direr shades (Non-Whke) Ri(-,id Cellular PVC Extetioi Exti-usious for Windowacid Dow s'-- expiring c•n 12, F T A T E_\JEE� T $ 1 Statement letter of coaforriluice to FBC -' Edition t202t':),i, dated 010121. isst iiian,ofacCurer. signed :arid sealed b-,,, Anthony Lyw,%livtT. .11 E 2 Private Labeling Agieenient dated 03,08-21 bev%Aeen P(-,T luduitries. Luc, aix- lVindoi\-, and Doors Inc , signed by Dean NIL Ruark. PE VP Fri.L_nneemi!� Lin bel both corupoulies G. OT HIE R S I Thi,, NOA i evises & leliell S NOAr- 2i 44:9.05 -PL-k xv CGI). ex, iriia c i 44 1 The eminent associated PLA C-GIfile=21­0205.01 trxpulng 04 14 26 E -6 1-h-.44 1. C blud-). P.E. Produce (rjuitc-1 Unit Sup*ni:oi Yf)A No�JF.k Eipizatiou Daic Aptil App ro-vi I Da u; 'ifarch 20'. 1 t 'IT III!, `•(. ESUB'NUTTED -Rk\, V _J i- :i­ Resouic es (R-ER', 1, 41 1, 14 1- E_\ -trusticm Latilted for their L;tr Kj.,:id P', t 1,mvi ioi L oin - foi NN iak)ivsand Doors-. di-1,td 0843,15. E.vru--,.o-n Limited for their ­VE ,(,Ti-Whit, `A PN'( E veiiov I xn-usiotis foi tA q -9_'1 .11 Exmv,,.on Luiirtrd for their :-id PN'( Lx*i too - Exn-tisions for ;0 19 :-:GI Fene­ tr2i ton Sc, hit ions USA. Aliite) Rigid PV( Exteiior expiriiw on 02.�04 11. T Fei, -,;trn 'olutions USA. _�Gl WnS A oared Ri�.Ad P VC Evejior 1. -4 -16 20. ex-pirtr,17 c ,G1 Fciec-tw. ron S c4utions USA, V. I 1 7, fol 11 indoi,%­ and Doors" dated 7.- 5-06- per _A.SP-,1E-84. -A*v= Z-XmL-Aft or cellulosic i iav America.. 1 nc. oy tbeu i ung on 1., i 04. 13- iv America. Inc. for their lavevz­. eV.rmg cqi 0708:19. I Ek' i-, r iou (20 14 t.uW F_B( -6th Edirioa "7 T :.t: - sealed th. Mwff. P1 d 7 ­T; It:- 'rarer 7. js5ue,.vi7.*:, -.I. signed ied by 1;1vtq lian. P.E. �iAciceipzAn�lr�. o Series I nd U,11 I t '-I- for The�: --(YV1110 �,Udlllc; DoW ed I - LA11". exjjir­L1!_:, oil 0414,21 lsh--Iq I. chanda, P.E. PrE.dwr ( oun oi Utut 4Upervisor N No. 0 A ExpirationDme: April 14,2026 Ar-prov a I Da i� - Nfi rch ' .021 F APR U v Virt(jal Review ew Assist. Inc. Plans Review completed and approved lor Coalpilan" with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 March 6. 2023 0 0 0 Q_ 0 C 0 C)- = 0 = . C> 11 Ct5 0 4_ O > Cf) 7:) 0 a.) Cn 40 U) C/) CTS 0 V, Cl) co < LLJ 7L_ __j Cl- r- -7 SH-7-! NO. PA 1.4 MIAM MIAMI-DADS COUNTY PRODUCT CONTROL SECTION t'11A k I I I FINT OF P 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(796)315-2590 F (7R6) 315-2599 NOTICI"OF ACCEP"I'ANCE OA) www.miamidadt.goviecongmy Cast -Crete I- S.A, L 1, C 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) ) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein. and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DocumE.N,r: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.['-., dated March 24. 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 21. 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LA13 AAN61: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been e revision or change in the materials, use, and!or manufacture of the product or process. Misuse of this NOA as at) endorsement of any product, for sales, advertising or any, other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration data may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence subm itted pages E- 1, E-2, F-3., E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Hellmy A. Makar, P.E., M.S. NOA No. 20-0630.15 CMIAMKMMWMEC0=UNTY Expiration Date: 09/I 1/2023 Zo 10 z C Approval Date: 08120/2020 Page I Cast -Crete Us . I-A-C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. A'one. 11. TESTS L None. C. CALCULATIONS 1. None D. QUALITY ASS ( 10 N C L 1. B.i,itliami-1)(ide('i))r,il.,vDeput-inietitofRegistalot-varid EcoiioitiieRestrut-cesC'I?ER) E. MATERIAL CERTIFICATIONS 1. -Vone. F. OTHER 1. Compliance Letter with the Florida Building Code, 20 17Edition, issued by Cast - Crete USA, Inc-, dated 08108,117, signed &- sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS L Drawing No, 17D4612, filled "Precast and Prestressed Lintel Details", sheet / tf 1, prepared by Craig Parrino, P. E_ dated :'March 24. 2003 and Drawing No. LT4612. titled "Cast -Crete 4 ", 6" & 1-1 " Lintel.5cife Load Tables'; sheets I through 3 of prepared by Craig Parrino, 1' E, dated Alarch 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino. P.E., on Januao� 22,2019. R. TESTS 1. None, C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department rltfiRec>rrlatcrry and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. einiv A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date.- 09/1 U2023 Approval Date: 08/20/2020 E - 4 Cast -Crete USA, LLC NOTICE OF .ACCEPTANCE: EVIDENCE; SUBMITTED 1. EVIDENCE suBmnTED UNDER PRE, VIOU'S APPROVAL #03-0605.04 A. DRAWINGS 1. Dravvipt,,,, Vo, FD 16121 titled "Priwast and Prestressed Lintel.9elads", sheet I of 1. prepared by Craig Parrino, P. E., daiedkfarch 24, 2003 and ).)rawtng­,Vo. LT4612. titled "Cam-Crele 4 ", (; " & I? " Lintel Sale Load 'fables sheets I through 3 (fJ prepared h - v Craig Parrino, PE_ dated March 24, 2003„ last revision 4 1 ruled .4pril 28. 2003 both dr(ovings signed, end sealed by Craig Parrino. P. E. 13. TESTS 1. Test report onflc vural testing on 4"', 6 '& 12 "' Precast Concrete Lintels Filled and Unfilled Models, total of (13.) concrete lintel specimens, per .,ISTM E-529-94, prepared by Applied Research Laborewories, Report No. 3040411, dated 04,`10,,"03, signed and sealed h-v Chrisl(,pher.,J. lionion. P. E. C. CALCk"LATIONS 1. Calculutionsfor Gust -Crete Lintels. doled 0_5,/29/03. 2017 puges, prepared hi Craig Parrino, P E.. 14 ned and sealed by Craig Parrino, P. F 2. Calculation for Cast -Crete Lintels, dated 05129/03, 140 pages, prepared hY Craig Parrino. P.E., sig ned andsealed by Craig Parrino. P E 1). WATERIAL CERTIFICATION: 1. Quality, System A[tjnualfor Cast -Crete Nfachine 2002 2. Cast-Crele Qualav System Manual for Prestre.sed Prd.,dzecl•dfjtt d 21)(12 2. EVIDENCE SUB.N111 TED UNDER PREVIOUS APPROVAL 0 08-0320.09 A. DRAWINGS I. Drawing No. FD 1612. titled "Pret am and Prcsiressed if miel Details ", shect I of 1. prepared b.), Crah: Parrino, P.E., daiedXfarch 24. 2003 and Draw-ing No. LT4612, titled "Cast -Crete 4.". 6' & 12 "' Lintel .Safe Load Tables" shcco; I dhrenigh 3 of 3, prepared by Craig Parrino, R 1., dated !March 24, 2003, last revision dated March / 1, 2008. B. TESTS 1. None. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. BY-Jllftanfi-Dade Gwnri, Building Code Compliance Office. 1". MATERIAL CERTIFICATIONS 1, None. A. Makar, P.E., M.S. Product Control Section S upervisor NOA No. 20-0630.15 Expiration Date: 09/1112023 Approval Date: 08/20/2020 E - I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE.: EVIDENCE S1143-MITTED NEW EVIDENCE St BMITTED DRAWINGS 1. None. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. B.1,Nframi-Dade Counted Deparlinew qf Regulafors. F. MATERIAL CERTIFICATIONS 1. None F. OTHER 1. Compliance Letter with the Florida B1rjJ(Jj11g 17Ealition, j.s.q?cd h ' y (-asl- Crete USA, Inc., dated 0&0811 -,. signed &- % ce ded hY Craig Parrino. 1". F. 2. Compliance Leiter wi/h the Florida Building Code, 2020 Edition, issued b ' 1, Cast - Crete USA, Inc. dated 06111 /20, signed & sealed by Craig Parrino, P E Helm) A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11,12023 Approval Date: 08/2012020 F - 5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 12-0209.12 A. DRAWINGS 1. Drawing No. hD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig g Parrino, /I.E.. dated March 2.4 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" 6, 12 'Lintel SaJe Load lables ", sheets I through 3 oJJ prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 2008. al/ signed and sealed by Craig Parrino, P.E.. on Nfarch 22, 2012. B. TESTS 1. Aone. C. CALCt'LATIONS 1. None. D. QUALITY ASSURANCE 1. Ay Mianii-Dade Counti Department qJ'Permitting, E'nvironinent, and Regulator y 4, f fairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Lenerfi-oin Cast -Crete (_,'orporafion, dated F*ebruaty 03, 2012, signed and sealed by Craig, Parrino. 1 I.E., cerii1ying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 13-0321.07 A. DRAWINGS 1. None. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. BY Mianti-Dade County Department of Regulatory and Ec,,.woinic Resources (RER). 1;1. MATEIUAL CERTIFICATIONS 1.'one. Y AlelinvA. Makar, P.E., M.S. Ilro&ct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - 2 C 1. F FF, 1 1%.: li'VII)i I: SUBMITTED 10t S \1'1'140VAL# 14-0903.03 .Ned Lintel Details", sheet I of 'Casi-Creie4­,6"&l2" revision dated 0632114, all i. on ( )8119114. 1. t I i 07" S �.dilliok_ fi-r I Ci, L, i,innlv. ihlwd 08-V 9,.,()1 1 -ages 14.201 through 14.236, d hn 1'r,lig P! 1/ rolo. P h'. kw?ii-d fjnr!�.,+alcti i-. Craig Parrino. 1'. E. r­J;L ­jdat,,,ri ;vJ 1—onomic Resources (RER). i., 1 131" signed and sealed by Craig Building(ode, 201!Edition. 1 1) 1 c P! 1-. VI 0 1 Pi'lZ OVA L 9 17-0821.18 ,l I t NAV, i , 1) 1 onomic Rcsourt.1-Is (RER). 201 Edition, issued by Cast- f 41elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 0/11/2023 Approval Date: 08/20/2020 3 APR 0 8 2023 Pi Virtual Review Assist, 1. It C. 1Ilr � ans Review COMP10ted and appr 001nPliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 March 6, 2023 /I L I Ems:Irralc. TILLIT TESTING 6 ENGINEERING COMOANY _-- — -- -- --— --- ._ �. - -----".- WIli :T* A. TILLtT, W, P.E. Ailernr aoLarcn t2 P,E. LlNxi .'tA A4 l r J% C.A. L+...rr,P N. 000,17/Y PRODUCT EVALUATIONAFPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Plroteceon Pr4dyr iELQ 4800 S.W. 51 Street Davie, %r4a33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. TIMt, Jr„ P.E. (System ID # 190(3) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method I of the Florida Department of Business and Professional Requisition - This product is beliog issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, anc., to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limltations and conditions ViDENCE SUBMITTED: 2.L-Pf3Q011! EVALUATION DOCUMENT (P•E.D.1: Drawing No. 20-176, hied "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by TFtleeo, Inc.: signed and seated by Waiter A. Tillit, Jr., P.E.; dated 07/2812020. This drawing is an integral part To3�tf��s Evaluation Report. .+'`'I it A. Ti FA'i I .......lCX �' 1ClN 1: �_�„-_ No 44167 -: a— - DPP- : 6353 N.'4T,', 361h Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-15-10 My, C$ I EM)AHAZLEVALVATi41f+Rki >uT vie to_4t22&9a 22-.TEST REPORTS: La 1 e mssdle 'n ct and fatigue load to r d tests were performed under Pro tocols vtocols TAS 9 pe 201. 203 a n 1626 of th s per section a Florida Building Code.. Uniform static 'Dade as per TAS 202 Protocol- Test reports prepared by Hurricane Engineering S Testing, inc, , Reports 4 96-569 dated 08/0911496, #N-570 dated 09i16ii996. #96-T30 dated 09120i1996, all three signed and sealed by Hector M. Medina. P.E., Fenestration Testing Laboratory, Inc. reports# 2032 dated Oa?18s'1098 and # 2126 dated 10/05/1998 witnessed by Gilber, Diamond. F.E. and Report No 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated Morob 1w, 2009, signed and sealed by Frank Grata. P.E. 2.1-STRUCTURAL ENGiNEERIN43 CALC.ULATIQNS: On 20 Gage Galvanized Steel Storm Panel for maximum parcel length vs. riesign wind bad, as well as maximum anchor spacing vs. design larind load and panel length based on rational and comparative analysis, and Ir, accordance with section 1616 of the Florida Building Code_ Calculations prepared by Tilleco, Ine'r dated 11103108 and 031'215, signed and seated by Walter A. Tillit, Jr-, P E. I MISSILE IMPACTRESISTANCE; Large missile Impact under section 1628 of the Florida Bolding Code, as per TAS 201 Protocol. 4, WIND LOADS RESISTANCE: 20 GageGalvanized I r r Ga a 12'P;d Steel Storm Panel has been verified to sustain wind pressures. Maximum vane! leCrxlth srtat boas indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176, Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19. 20 25 and 26 of 26. of Product Evaluation Document (P.E,D.). cirewing No. 20.176.. 5,..IN_ST_ALLA_TI.ON Installalion shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.,, drawing No. 20.176. Minimum separation to glass shall be as indicated on sheets 8. 14, 16. 25 and 26 of 26, of Product Evaluation Document (P.E-D ), drawing No. 20-176. d` v- . • ✓ ;�a -. , ,EN,S� '. 9 _ __ � _1 .7/ ems, r i -a STATE 0f ,I ,., M � \ .0,31 fdr)1 w s 4 ,,IiN iiI.,IEC,00101N CE.�N�E ALa°. .111ti1,.r: 63; LASE 1-1 Mk',1ST S1.7NE. 04 TWCAS: CUNILWE, 1AC4,.S 5i"JCC,! .* w..k;,r' LACIARGS RE i'•C,7.;, ^p !It r A.SAM U.AR is OWL"ermsuasaw_mas) J`.V1i , WALL ANCHOR', SIALL 8E LCIAAG (,3W)JOI IQ REAC,H I„& TWAIN ,STRI,CTL!R+ SSKMN, SVI.P PIKUS ' c:i,:xlY PANFE 'JH.41+ JN t'.„$ PFitiULM'T .r.q,)ATIWSN fr.WVUEN, 'P C.01 -11% &CEN vEIH-4_!, CEP I`.L"AIPt-o-t �1, A,4C URAGk I,.A,J 9E AJ ME4TP^,NFD Rt 6 I 1 AA 9: 1i.2) AI'CI,R•;JA."° 0HII 714 717e? Iron jn 17I-,, 01 T.R'. F7lTA'!M. 8CN1riAK. EOD6-.;'_EA-l:.N(. WG`J: .VIP•. SpCLNK 4EV_e°7'T. . . 1.A hPAY... 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"" v C a- 4 o - r'Y I... Wain a•¢a Nc I 38 GAGE GALVANIZED SITE] 5?DRY PANEL ,� No. f� i z -, ,:tom SrI,aV11 LAa9E0CCD 7/8' Ih J E ­ -CC- tl)tW' NO C M 'e,I _ .- ___.,._.... ___.._ - fit __� ----" l�`K rtR1w f"k C: •I.` 1,-7C SCRLWa ,lX? SPKe L = ':. w=�.'--. MRNaIi"U StKiIIL �ItiCCU --'._ K'- _ _--_ ... - Z_ ' /► IGLot3AL PROTECTION PRODUCTS. LLC.° -I` a- P_- 1.,4 w VA-. W. - s ixc E O I�- _ t s {r c iA t M 4 __ _ ' - nL,l' mnxc ► c - - FJ/, rya€ A+swrlaaw '--Q'rn°. ('J P. �1. scW,r M1dA( fbA1fM-,v; :a.4 ]-0•Y; _ -U-.: ' (k __1_P* ."•Y _.{Yasi 4.r vn, ,,V ry`'. _{.:X ice. ,_51Ml9in 1. f,.Ym1-i- aTw - _ _ _ A. ,,­'� L� INSTALLATION DETAILS FO REGULAR PANELS J do "1A INNNM EXISTINQ POURED -CONCRETE OR CONCRFT"LOCK STRUCTURES -L ..-IRDAIA caaleYtt AA von 5Wm a T„AGS,G.. 9 - E.'J Grk,:YrTE AW i - " 1tt51NC ^sR:RE'G l` (SEC Sena uL 0. `i i5a sC,XTJ,u all i i 4 CONCRETE RE-7ARFO 4' &4M • rH uLI;P, •1 = rr'51Pr'°e PLuvt I I Sea V% • TO i. 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If` i = i E a. fx57N6 4' s'i t: o.0 I - 9 , - rrJUREp t 1 T 1 . - - E d d - _ YISTiNG <a..._ P I.G - % I - - - Is/l OJREO - W t t I CDM.C�MTE I p Cart - I 3 r C Rr,. RFTE EhoCA t 1 sn • I i _ONCRETE OLI _ e EMM'.RED r a�JGN - R rR't; :.CtAc:RFTE --� - ra, , II __ x I •ec i" - III --.- - . _ RIEt1UN1EL _ .. -- FiF OANEi ITT_ tut Cw I (j " r Uo - CxtlSTaA "Cr,kEC a t' Yn. 'I. 4.."_-.___ I !4 , t ::_, E _ ._ I CT',NI.IA 7L` - - 1; a`.._ -'" W. 3oxi 3 .Y-m a,s .fA.rs .— 1 t ..y 'AT' rNC R!I'II7L NOR D - / rW P -TP ss t Rr4 rW. I -..f m - 1 Y !. n l x t Rr L A R Ms e°IEMNDrt•rr AW, c� 'S 4:G,RWt, ,' �. --- � r.N.. iR 7 C.A.- rMt . •• Rl- �' . , (� {SEC E 1 Nf w. ;ter all ILL _ -. aI �I ��'' S"EE 9¢.'HEt'AP:L 6N S'Hr'[TS i `.11MRW4P, 9:. 9MEi» • 11.R:xr6r i1 v+LLTS 8 T-• :A✓- P3 I WALL MOUNTING CEILI, IJOURIM OILNTING I SECTION ITIQ1t_J i IF 311'"I S:AE V -'' SCALE 3/a-I' 5LALE 3/I-1" I s I I i, 1 E 0. - LOU DMANCE I s� aPawAt j - fSEE Sr - -I- w, ",AA, 1 ' . j !I i s.L� 5 d R) .. tP a,A IK i f i , I I ) 1 1,.Ir�vR- I�9 11211_E:tLl_ OMBINAtIoy _17K � I ,..7r- s1 1 M $9YG' • ri ,1I1/, m"" 'GIP A( POT (W M UCITINGS L.AN Bt i cA,A a i 1 � +N rhrl COIJBINED IN ANY WAY TO SL�J Ah) I J ' ...c... l Sl'tl�.� .1 r'1f/J�`s, e,NSTALLATICr I _ __. _ . r It 1 ,� of Eiu ',vy , D .0 Z` °r ""e" x FLORIDA BUILDING CODE PHISh VRIoe;tr HssT^,En,r Z.raa 3 i 11. - :/kICFlE7E -"" /' rD .*. - REa.ccti t t A1-c _ * I 2q CAGE GALVANIZED STEEL STORM PANEL all r .J �r r• rani s TH f F _ ,«E a mrtR; , u'I ':', r PROTECTION a . - 'GLOBAL OTE1A ION PRODUCTS LLCi r.' OA10 _ . I1L ECO,ife 1 �f CEILING _ AND FLOOR MOUNTING Win" t T _- I I a«ro s. 11 srwEE' �, yf/, • _ rnu✓'rlr'7fSnr+C t aNt lic>•mAaw cc.v.: 6..t. r. 3f�1.-- 7 7D r SECTION 2/i ., A . r�W ..— Prior r. 1AL `> > — Au-+S.s. 4 1a5 BaV-e \T 6 S(A_. 3/9" NrTNrTF?a� .._ .A ra n `-, ._. _.-7--10�_____T_ acAwG „e T[RrYASTT At >'i - - t'._ _.1______—._ .t>--- I S.W , SF 3A... Y _._.....-______.._.___.. - - .� ._.__'-_-..__._—_�.-_ __... r;. .. La - aa..- - ;..t.." _. '_ penIDUC r Fr'A1.LAmis RT=1 OW1 Not 204,21= n 6 MATERIALL..C.HARACT: RISTICS AND SPEC.IEWAT.KN4. r Shall br: strict in acoo dancL. wrth General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P E.D ), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document IRE.D.), drawing No. 20-176. 7. 1 MITAT_IONI-S. AND_CONDITIONO OF USE: 7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P-E-D.), drawing No. 2D•176 prepared by Ttlteco. Inc. and signed and sealed by Walter A. Tild, Jr., P.E- 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1820.2 of the Florida Building Code 7 3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by VValtvr A. Tillit, Jr., P.E. (Florida License. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). II1LA W.10-1.If,AAAA \�a"ip lL 7 !y", �.N Nl` ,�. ..11 �" � � Aso.44167 s _. - :.4�- 1.z * ' -- --- * **3 ,f,) ` ,.�E;,"r STATE Or' .-� oy p1 * . "10RI11�'' .''.,t.e VVATILL O-I. T'( TECO ADMON RECORDS 1 P. E. RBPORT 2C E GLARAL PROTECTEON PRODUCTS, ELC :20GAGE CntiVAN12ED STEEL S' DRM PANELI, DRVVA A 1.4-' 76 tRE:PORT R 2M72U01 A.°., T`ILLf'1"1"9S'TING G IENGiN EEPING COMPANY _ _ -.1 ._.-----------______,______ ___ WAL7'LRA,111-11T,J[14,P.E- t1111: K eEF.Com y � R.Q.�� E' Vt►T N $ PART W pT ,,R ; , 446, REPORT NO.: 20-OT27.02 DATE: July 27. 2023 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: gIqWPr,0.0.mPro4ucte., LLC 4800 S.W, 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION' This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Reg ulaUon. This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code changelhat may affi)r:f its limitations and conditions 2, EY-WENCE SUBMITTEDA 2.1. P�QWC-T]EYALLIA N OCUMIENTT LR,E.D.): Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared oy Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteR* I.MtirJJlis Evaluation Report. ; `'NEt ^-It17T'yo -Q..-"�GEN,S�':V, i Is * *= ' P STATE Of �rJ :px , FCl3Rtr?t • �", . 63'55 N.Od, 36th Satet, Suite 305, Miami, Florida 33166 - Phone: (305)3 7 l 'l�YW (3�le, 1531 II COMPONENTS fOR-R_EGUI..A° - , & _-LIFE SAFETY_ STORM_ PAN- .:I- A:. t..l �IJ-i' . I; 5w, (ET -:'NE *611H ., xI 1, ` I- 1 i6D - , ii.rl54' m1i, fw-,,, - I L!I1 7" .. ' I '-- - _- ;.,,.�..:-:: G ',, I P,.a..,�•r.-.,, .,,,.. 1 ,-....�.....,..a.AI .' b2 ,.-- - - .. - - .., .. :- yy , t<W,.V&aq€CD "'C;E:, R F,�s3 "�r.....,".��.w , y, S =• „f' ''; I / J SA 2 s;?' , ,,,t - ."'"(loll;' NIN Tb�.' 11'`, �� .AC"INA7rD 6TErP A_8",y .'}k� <ILUMEJ EPfE - - D' I i -. a`f+( A 2,tQQV ,T4 j• -:C S,J AF"UI,.-' .. i�.` 1 , �-r1;. T �M� .AL P,� ° "' J'. W{pINEI:I 2,u" - EE,;P. t a,% a "'I ., A,,'iY 4WN'Y SM7 .1NinrN '% _- ) Dr'A:L A_ 4,'s ,6.., I'll, N .-.--'_. r t,cTAE A... - , . rts:.F E --� i I_DETAIL A - - -`` L-w ,;NY. ., i 0, IE "-._ ,%- ,1 I , .T C fK.EI i ,-rXTAIL A v.,. - - - - � 11 CI)(TORN PANEL (PIT END STORM PANEL _ 2'81' I:r a.A,IWi 5 €WIG _ - - ' l I __ t!7{}- K n _ - - - - � ' . `-FP,a' ,/4"•. 24, t'S "' SEPES -1 ,sF.K/ fI,GY I_ CQ im _ .SRO I __ ..,- I I7 .-' • 1D NIGLC11 •w Tk1J -. . • C I 1,, 7 I.d'b_ �, D9 I t , * ETA 3- e5 ?C�4G'1 , �'' i' vK I_ _ - - .. - _ i !." 1Z 4',591' , Ck'TA' 1 I 'k='a`7 D39•' !,EL 1 I 4 ITAt'll , - 8. 0 SP5' I l 125 1=......_= gg HFMAPP Ii PP (b _ I ° nS' I 6 i I rr II 1 Y�.., - E,. URa - .. 1 ..-A coo,___ ��^�rv,LJ�'y'p�,'- ;'q['�T� f .L ! t :Jj) I" I, 4 i E,(1?;' - II pI�-5�I A, h%1..ML_A n,�' yYLLR_....f,:.la7.,& � ,' ,- L 6w- ;C• __ __ 1.17^.`'C'• P `.. R:[PI,R:DC:, C)JINEP LN ", S _ P-IT'_'� ,.V , R EN OF w N Mr II. - 0 `h' HEADER lc3 �� iiI<J�I?�Ii r ' ANGLE 4A' AN>:LE Y7lT `' h STUD F4B:' ANGLE WITH i _ REYBSE STUD C ' (jr EK 5/,01. + i TOR i IJA M,GITF:N .T RT T wbE I " Aa I 7 E#h ' yiy' ? — y2 aam ' - 8- L-�LaJ.A_: ALUMINUM ANGLE •,s. tons r._4-s i7,- _ _ O9E" 3TI C.Cii" _ 'ti _. - I'A,Yil " P3 - iTr ..., 166• - - ' , ,I.-a-29. N1. SrRIE`. 5S silo 010 TD Te - - - !L. � - S , . CA,' _`!; ROE 3' _ SBTt- P� I - -.- I i 1 II CI'- _y _ 11. owl- A it , DEA .625 i I --1, " t .-- - " I.I , - - -- - 6..,1 WFW v _—Jmc_3.. &,., N P U _!F .,.-IMTS �,I 7 ' FLLuAr�.��L.A.I'LLAiLD 5.sa-. ,_. o,00144"", •� -T)Z.l.Cd-_. V1.3', - 1 ,> ` � f, TIQ 3% r ,/ ' „!m •,ETCFNsf 9'% " tip. R416, = -. — : W * = * - LL FLORIDA BUILDING CODE (HighVe cc .:ty HNrr,on• Zone -- 1S A E o' Cz i AA+ lima nTEcc rc ---�r�-- �v: BEY woL�_ - • S - k E , a - 24 GAGE GALVAR{ILD STEEL STORM PANEL I aRAs.< r' -- °'I'°"'°'° AT PANEL \' l' = 1L E C O GLOBAL PROTECTION PRODUCTS Ll.C.� I 1 ,. ,TNC ,. .M ", STarC - - _ - - - Tilt+! KSt1NG I PCM�C'I C.T1•- 1 {�'� - - -. -..: sE sSA- . I. Y'.IM.'+-.17 2t`t'C gin.; - P,. . si .- ..,. .,I" r.. I- o, U TC6T"9 WCTEa tL, F L i ,_.s --1 ,��_-__ - . __z . --___.-___________-____ -_- - -. __.-_ __ - __�____ _- --_ _ _ _ .___--___.___ - - uRS a F f tl ill _ _ INSTALLATION DETAILS FOR�EGULAR PANELS I, & i� _ ._.__ _N1L ! .�____Q. GR. INTO U TI JL�_.r'OUI) ONiQkEN Q�-CONCRETE i CiC TRUCIJRES C9_NC__ _ &0_ _0R WWM i.. � \ YAl)D FOR REMAR- IA _ Y_ A_" _-1..E-2..._.HAM-S._4@l-? __$-YSIFM 4KJ W5 �A - _ 4 A�i «AL_^�: l f I I T SaKCis P 11.4,1-ITN it - N__ _ i I - I l A to _ - 1 l E` .. JA. r „- rig G k- z- _... - l i d.. - I E\ .�3A 4 .T. LYNK•RE,. 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OF iANC,AMrE -. ' .. \ •• ° J. S' aAwd M.+ • M i,, tl 1"..K!'C'I 1NWr' ( +nP ar HlA, I YAir ANc AIi1M.Tr _, Ar - Ax�.3IY"A 9W rvr...": ,,,,1�. i "' '" d e.r. nob+ to p.alula — w..__ CT OAP. Gal• :noA::Am +WS,.DR.'3. I• # 1 -... .s++iw. .& iwn...�.uA >L£ <rsC01nL: !:r. .41 I,V KNI'L,LAL +.R. I _ s 5 a A At yiALL 1rOUEING () ,M,,l BUILD OUT JIIOUNTi¢f —_ d .. l 'Sl GT14.ti.S6 SECTION 7Nl& -;T1. I `` _ �1: [DG€ ,x - _r.. r ,rig w1Jf . YAR1E$ . ,!e" s EG F:iX>E O4CTAf.C[ -- ••• .•,• o. -,•, %` ("ALruAINGr••- - A:<Y TUgC aR !' II 1--t. ,J Or.1 k`%°' 5 CASE f EPLANi - ETSST:NG SNC `1 P«, wt,OO PLATE SPACER < f - I ,- E, " B:' I /_i (CAL: 3/IA • ou • NEW AN E Yhfli£5 a 1. ® t ____J ALLY S,JRf OR • YAW'£i NYC r� CLI tDNr< 1 Gt L7;4`1 - P 5 IE1 Eiu F4A T ;J+_G ' T D ____/ . 0-1-ND TRA:N I I 8. •I- M M J IN.; tr3Ar '. I ua%r +,r, ( ,InGASE E iPLAW .. -,L, C. U LAI e..T 1T]] t , ti+ AI`.S SeALE S/,6.{• § A°d„ Y:� . i , ,P$^^.k.I• r-Grit 1 :lr, G r , . _,_ .. _ . _-_ a ,. P / T ._ - -. aL .,ISRE <,,.-..ASALtI ,r:Nc+.:. 4 4• = ,'- XE% _ •rF LORIDA BLTILC•ING CODE (HFgF V91aGltly' Hurricane Zu+rM)1 '',,.._ IC'1'1 NKKrn'- ,_--a"RL-tE ,at IQ S4A'fw '-:,Y.'... 14 M wZ' i,+�-- ."„ R �. INC,J 6T 'mr': 4fWu;f , I rWCPE E 8E(,c 1 r: - Iw. IQ A. dw"A sR 2 .W TPT:1 .. 2D VAH!T D T r N 1- L. ,,D 'ry r GAAGE GAL E STEEL STORM PANEL I i3 4 � Ok- i I 67 SFST1Q1�e ul it < ti W CL m,=A,w- 'G L P u as I ,.r r 93 r ! I LOHA - ROTECTION PI200UCTS LLC, 3 - 1REQVIor .�h - / r#:LT* <_ TWsIF TG5YM4'! rr.GwetAMNG GWiPANr' _ T aO1TQM_ C1_1 EN slus�sll_w . IJ 9AN175 � � ,1� Ir .a ,IAIa- „. n M,A. _4...A I— • _•,T 2' ; 6 r<, ,� �- �. ti,. „W .r t! .r .. . a . n Txa- r M A PE -,__ E_:Ar... s I.I., i -.,.- _..�..�.—ySNtET r ar x J ) Z2. TE. T- REP.f2P Large missile imp, 1 ,. , _ I I , . , 1 ';, rs Yton 1 pie section 609 l r : , : _ I( Section 17t1 .8.3, " P. :' i;, ,- - . Lab of South FloO : i . -. ,i I , , '' I,If R. Mehner, P.E., . , !- , , I t I 0219.01-09, dot „ L: ., '',-6,, Largaespada, P.E , , . ,.. 1. , , : :'. , loadings per Prat 1- -- Building Code. To! : c: L I , Report No. 1123.0 - ,, , . ,k: _ . , ., '1: i. . Gonzalez, P.E. Tensile test report .' 1 1 ,I I ,_. signed and sealet, . . - '- 1 - ; i :' ' r=, per QC Metallurgl - I and sealed by Jon I 2.3 ._$TRI.&T.UM..I I'" C t.r 2 ^ •_ :11 '= tI Nw"= On 24 Gage Gatvan''. I .. 11 LI I'=',, t t ,:'.Irr I, ,i, i 1, ,.kll - . = 11 wind load, as well ; I , I u .. , I 'r . I I , I length based on r:'':.' .: I_ , . . Ir, . ,I .. section 1604 of it, • - I .. . I : - .It _ ..:I. Inc., dated 12/1611 I ..., - 'I. ,. , ,r,: ,. I 1 A. Tillit, Jr., P.E. 3. MISSILE IMP I t',�-t . i NW Large missile imps _, . al ,I , :,; , nl:!I, :; I ' a,` ! ':rt SSTD 12-99 Stand ,I 4,_WIND W ►�D.fe, R I < ,s L. • 24 Gage Galvani,-' V. ;rl Pi r1,,, h ='r, vrel0h(o ':',, ',U$llslr, ,v"nis pressures. Maain-'I,: . . n.:I,:: , ',, ;i ()FI "to(:...lF,f, 11, "Ill 1`i. 12 and 17 of 18 of r 1.: , I :-•-, r.I : r E C; ;, drawing No 20.175 Maximum Anchor: I,' ;' ,I ,,' . F" _, "I,.'. I I I'°' tt,,a 1+; and 16 of 18, of Pr -> I - . „ I I! t t,' dra,.i.Ing No. 20-17!, 24 Gage Galvanizi' ­i- „ ! rl : 1 1,, T _: r, f i ink W.. I'; work as a non -pore r. .-r - ;I 1r, it:: t'11tS . i, ,.NJ+rt 2iZ2,g2 3 _ if"•iSTAI"i-1'�`(°I�," N: i .:_,II Alo '.n: ;,P, ,erfl>rTmT ,, ' rrl { cUy in accordance wiEfi details indicated on I... . r.: thr,I I" I � of Product Evaluation Document (P.E.D.), i `,I, Frt , Ei 2 u•17$ i.Im,rt m, Iseparation to glass shall be as indicated on I '-•: , - ­I'l B of 18, of Product Evaluation Document ,w. W TE aL i,HARACIf-Ri$TIOS_AND_WEC1�CATKM; -.r'-1 1 I;,:= =r._, 1 ,.: tl General Not" art Components indicated on -;I-., : I I- i E I.`',. of i,:,.':k; ,l ''Evaluation Document (P E.D.), drawing No. s17 1 `5. i^ it Sll rh, hLii I 1 Le as indicated on sheet i of 18, of Product c , ,+ ,. to r . L,: I I fans I F' _ I Drawing No. 20-175- 1, 1_11MITA K lClI S AND (`0N[)rWNS OF__If; r 1 , II .l l:'' I IL ,+with General Notes No- 1 8 thru 14, Indicated ,J5 P'c_i I E Iuation Document (P E.D.), drawing No. 20-175 r+r'I.;:I - ,' : ,Itecc•-. Irlr_.:. ' =i-.;nwi and seeded by Waller A, Tillit. Jr., P.E. r- .: r•..i shall not he w-iialkld within HiGH VELOCITY HURRICANE ZONES __ .' =n -i1 ;ec;tron 16 0.2 ut tlk: Florida Building Code. Fr:;hall anl7 ue iilstalsed into poured concrete, concrete block, and M 1,1.'t '.JT ,_ airUCjUre,'. Prcdlar I taation Reps I F -=r ail by Walter A T11111t, Jr., P.E. (Florida License No. 44 V _ , F'resxlent ol f tit _ ... 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'7�r - ,Cj () , j,:- � , j � ' C 0 ,,I 1 wx " Ir - ­� ". __ - - � � I L I k- GLOBAL PROTECTION PRODUCTS, LLC. 1 mm/20" I- I ` , I I - ­ . - vW: I -1 "&NA�,"', " "-/'_,�� I .1 I , - _,- I � - " " . - , � -- ; 1 20-175 ro,�,,4�,�,,." r � � I ­ � 11� � � � ��"­ �. iv­­ft? 2 - - � � ev-Z7 _­� rZ.A­ i __._T__ _�. ____T I . r - I - I 1�. . - - - � ,� 9 --l- - - 7-I- .R;_ __1 O.-K � I VA �"",,Wl :�, I � 0 I , � f _­,�� �E�L �% or ______ ­_,_--­__­­ -----A,,-. __­ � 4l 1'� - _,I_l 4_0 a) a) C_ 0 — CU (D "a -0 O 0 a) , _0 a CU !-a 0- . .a,.,.., 0 I 0 Cn a) -11-0 "- = a) =3 -.0 M C) -cz Cn -0 -= _0 = 0 2 m_ -2 = 0 a) = = 0 U- — m �-� ,*- M Cn (n a) L_ -6-9 0_ . C- In -2 Cu -0-0 � — -0m = . — )0_ U < Cn-,.-, " (D a) (D C_ 0 . m > 2 L_ - Cn CL CDL < a) U C =3 -0 0 0- 0 a) m " U) CIO " 00 =3 Lu 2 < _z . Z < _j a_ I SHEET NO. SH 104 EZI/18' EVW/18 ANICEICHIS E%F UChOk U1 al ALnRU*IK EZlW Oil "EJET lflp Ali 0`1 2 L. J4 ..1 _-1 _j _i +E 7.1 W/' Is TYPICAL ELEVATION EQ9__,a_EK5 2000.-E-Z HANG STORM PANEL 1 SYSTEM (T) V.i SECTIQN A -A yXk 1/32% 41 ENGiNer_Rmo ExpRt:ss PROC)i EVALLIATIc3N REPORT September 15 20n Applitcabov NumW 17JK29 1 - R21 EA` Proatei Number, & 31543 PfcAducl Plarnitacluiler All American SturifIers and Glass zilress 154D Donna Road Arill Palm Seacti FL 33409 PmAuLt Narwrip 8 Desentitlon 249a Galvanized Steel siolm Panels Large MISMIft InVact RE-SIBIRMIt Scope of Evaluation: This Pfcdotil Evaluation Report is being issuill:1 in accloidarre wi Oa rtgureraerills or the Ficlida DoWmErEl of SuBrialas and PtoEirsitional Regulation iFfAITWo Ruckfarg CwFlanslivDiq Rule ChaVer 6IG20L-3 005 F A C tot stalewoo acrieplaore plot Method liall The product noted aborilla has DOOR lasted wildor evalustod as summarrYed holoart lo show compliance with the Fasinda Building Core Seveni Edition 2020) and ts. to( the firtupose intancled, al least equrva$ent to that reqwed by the Code RBrriof thm "utel lshall Ise required lollownig penthent Fforl" suildria clude morlEcrat'isils, or revmli Substantiating Data: . ER2DI12T EVALVAYISM P_QGUMEhaS Ex Atravang #20-31543 titled -24ga Galvanized Steel Storm Pariefs iH-V'HZ & Nm.HVHZ) , sheets 1,5 prepared tiV Eirigorreeving Express lIgned & coaled by Frei Bernardo P E. is an integral par[ of (fiel Evaluation Rtport . TEST REPORTS undogn satri, struchual peffornil has tieen lasted to accordance with TAS 202 last Standards hill test ,oporilisi PST-ASG-17Ml by 1`651ing Inc Large InsaAlo trinpact resistance and cyclic baling perilamliEncle has been kil in accordance with TAS 201 and TAS 203 lost standards per lest ieportisi OBT-ASG 17,001 by Ellackwai Terstirig Inc, . STRI&TWALEWdNEERINOCALCULATIONS Sloulnuta( angtrialenog cawulatfons have been prepared wtiw.b Alvaklale the Poll based oil tomi Wive andior r abonal ana"rs to rjuaWhy Ili# lolkinaring design ' jilens I MaxorniArn Allowar"ti Spans 2 Mininvir7h Ailemable Spans 3 Miminotni Gt"s Separation 4 Anchor Spacing J60 SW 12" Ili SUITE 106, bee—ifLo BEACH, F,opioA 3-1442 (954 ) )54,06601 1$66) E96-9999 AA..... AT ;ji ALA." fif r A� il-, 44167 Air nP At 0 [GLOBAL PROTECTION PRODUCTS, LLCil L t-2— I I LIE C Of. -T El TP ENGK\3EEFAINC_ All American Shutters and Glasti - 24p GaIN anized Steel Sturm Panels No 33% increase In allowable Stress has been used in the design of this product Separation Noil" g4azirlp Is not rewired for I"Mallabons oullsde of wind 2orm 4 ano eLiliellum fa�- idles Impact Resistance: Laitle impact R&Arsiallop har twritindenionshaled as " deuced ,il previously Filled test repCirl(si arin iis Accounted for in Tio P"Nineering design of this slojOud Wind Load Resistance This prWiser has t*on ilersqirled to regrist wnd 1--arls as irokcalorl in The ,,pan srheoW.-ist an Lou irDspeci Proclu,1 Evaluatim Doicliment Ii C, anwile.ong dirrinvi Installation Thisprudoclshall bo installed an strid compkance Birth its lospoalwe Poodud Evaluilitlor Dtilcurni Ii 0 6ingmelelingthavillogy along with all tomonents; noted Inter Din Product corricrourients shalt Do of the nAahelL[al specified in Mal picidurls respective Product Evaluation Docurinfini ti e Illoginklering dra"N t Limitations & Conditions of Use: Use of this product shalt be in igni acamdance won ine respectore Product E-vaituation Diricuirrient It e engirrilanqq dral*LogI as noted herein All supporting final strurlwes shelf be cum4gried to resist it iroads arA shay be of a "iterial whriclil are not accounted few in this product's re".clive Doi sclitidule shall be designed IDA cr a sile'specific bass, by d regisi protoss'anal engineer Q componeras Irryinich are pemnanprilly vlsitalled shalt pe poolected agairist carrosion airA; offiraf such damage at all limes This cruduct has Leen deftgned for use within and outside the figh Velmrtv Him "rne Zone itivEll PlITiNctibill, Frank Berinardo, FIL ENGINEERING ExPREss' X'4lFll(146';4l,I I il Audi E788� 160 SVj I A Id 10VE402 SUITE 30D 6, 11111 BlEk� H, FLOA2JDA 3 144 (9541 154-0660 1 1866) J96 9999 cif �r L I WY V7 -1 r. `T7 j Or A-- 74 1, Ail 4)­ r Li A, xri 7u'-, AlrypyJ ­ 11- _TJ 7— G Q, 'so 't.' A -T 'E)t MA; W. Lt4-!iLAL-LAIIPN.-.DLE-TAILSL--EQR---SSR—IES-2QN—E-Z HANA --- $TQBY I _FAN__ _.._QQN,CRETE. C0RCR=F_TERLQ K N o. _D W09PT T Lirw PLdr A I '''kpcoh HJX LiFiAr) WAc" Ei T fl,AW EX 11EAV IfV B, ij, CK: "Iffi 0 llxl� of EX-7 "FC44" IA. J'9 A- LLJ A I i '3- q- J, A VqA T l r.I.A.M. NIADIELIM A`Cf I qlAi T F A A WAX lix 4 rAH Ar- 10 AEtA i ON in (A -Ai L LIM LL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE DFSTGN PRESSURES: 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON HVHZ) sis Prue' I IN DE 3IGN DESIGN NOTES: I '5'`Eof­LE5 I I, M P0511EVE AND NEI3ATriilf DESJON PRES$Utill CALCUCATLE, iLl TC1PANKzrPANl Fret IPAE SEPAPATE �N-IINEEFTHIS JW IN ACCORCIANLT k'AITH s1E GrWf"; 0X,F, PRf--URt lIk W",AE o�* WxisT (�r)NN_ M rEAM11NED 114 ACCORDANCE *eA � AND Cri Er PZQ'D) L09 l.)F T,,F FLOttill OVILDINi CIXE 5HALI� ElF LEl,;THAh jAn_ rC THE P051TIVC OPPr -)F�W_41AL k1_:l`1 �Trjcli JqT- _APACIT, l,'tJ ulrii 0- TID i FR AN� I 5_1 DWE; *TTP Arli �n- V ASS WFIL, �_S BriKA44 will"i IS F-151i 0 :'EkiciiIiS V r<ViSP "'4 fl-sf GENERAL -NOTES: HXF BEEN DlMGPiln) AND 5HAI.Lbf 1W ILE I-•r" H Ao C' EHr 4. - - " -NTH "E"r I's, TAS 204. . StRIE tl LLIL i COPEAMEND"Pi AATCHAA, Atit /i T,A' A CIFEIL MAE llrff- WCIFIC SEALED FNIClAEUPIG. RVIrr; Li5lFE, IN 1.9 film" TH it, $15 `1ll -fT TLE ­H17i rGisErP C=,F Bri fAR Tilp rs�L44 ALL BiltCH LL Ill- PE mAlkOINATELI Ef TH� 'ERMITTITIG ran Pa Tt*. smi—lic %Ail All Re !fjc V"Al, fiDTTC`ir4 AlCqjfJ i i �' j. rml STIonf.-, r rxN I. AS- A a74 v a W, E I I It 1,IT Gemep� �AC ciiE5 i peullcl 5JITIr- ME,51irr CC�Fii ON LaG!'Utclt At #I-' r'T P14 f riL X- Tl. 4��Oh 1� T.L5 �ILL­rl�T rl'\ TYPICA L V ER QCAL MOU NT ELE VATICYN I -CSr*Smmmjg - 4- Ca'Wi€ff,TCr+54e "'I 's, H E &T-4A Sh LVE�ACLITTUM-PLATEDOR OT14EF"".CGP WmELi Amu SHALL COMPLI 1411h '$PCrrIATF`6s 1'1t,C"S1T01 I AL170Triii AMY FEDEP-i LOIDF9 TQP Girisr, r. All - it IST. 11�1 57R37rUrPi At i�ll TTT'rZ tW­T6ALM.M LO,q-- n �PT F T1L l-LETrij- a-ED V_ A GED AteFlft D C0rQTIrTADA-ERAAiTf. •WBE W "OUCO"TS AFlOws. LIJ 'AILL CONCRETE AAr At �INLY. Iii -t COW, it& PE a. zi, "NUFAITURER-5, Tl� ww"t-Toll, IS Prg5ft�fli '�;' les-46,Ty QN PKQi ALLgg i" V IM q5 - irt'le M59 I M EAR "AT P"IALS i" A . 'WE 6T IF 1JEC71 P 01 �irslg A tit EWAill Ell SE, L AFF`lT D NEP. E TC- 1ALICATF, 13TWL11HIL RAL D-D'A As ­XAT;,r, vA� 511—Ti A cf ��)F 5*179(7-10ri ED "o"TRAIACT1,30., 1- 0 r. il FOR ALL COST& 0.ili it ITit yg �EIti A AP�ELLKT E IU- FE-vi-TIll; FW4 NXTERIlu- "s"A"'n 'CA 6' �F­­"L A `�Con" s 'Md' I I ILL I "'jr� Will, SlIsTEIN Ili A PRACMCES OVO4C Thil" i g" r-rA.— - 1,Lis P-ri T,TE 4z E Fro" L-1) j 5 r Es1AtEYPRESfc_s Pliell W HErltl-, Nr` 111'rM44, OP 143WAT1.1l 11X ;k-PEL), Wlttli OLP O'L.. MINKi 'I t­ "11.i4',i Ago Tri TE Flic" Li-i LABEtEDWIT"A urlij. ?F (i; L,�E "I' L"rii EL r-l-All 51-Low 1 -1 E _­ FIFH­ AL. AtAtqlii WEST PALM filEffiCrij FL 10, TA& "U r Tll5 0? rl TAN 2c) "ANFi-, E%� DiE rsr:,,c"tV AS _7q i--R-L 14 -z') �.IITCM �Cirrlq' lkrt�_X' -PIKCA'Alf. miloseF l'Acr, cif-ts 1�1` AIR; IrQ�Ts IN!Ef *45HERE", WA, fVA'll.E 4LsE4 st [� H %,aT1$F1 I W ll AMi'S E AS TU N C r, e 20-31543 Ir 40,F L I 0"It, -QeZ1 C "' 4 m-F VISIT ECALC.i0*1S43 0 VERTICAL MOUNT ELEVATION "Is /-2-'\ (NOTCHED PANELS) ir ALLOWABLE PANEL SPAN & GUiSS SEPARATION SCHEDULE: r [" Tf �t [tint t' PANE I AC 0UP V t 11-1 �C' 7 PA I:1 lii��j A. LIr dTEPKPA,1 @e0i vti 07llrN vilF j"F. A GLASS SEPARATION NOTES: _F �TDR-H`11( r 'PFLi 1c BE Pql75T-K7_Fr4 F.::,-! _MljIMuM ALLOWABLE SPAN SCHEDuLE rop MOUNT E . fTh a 7� c' L:4 I 7 ­,-:� 771 7 F, 7= A E" i Tmlln EK_lw I 1� �P'T'10116L,. INTERIOR FASTENING DETAIL - A, A, iP� ul) 21- . - ITS 5 PA>13 Z:' 'Zr It % 7 20 -31543 L—OPTIONAL EGRE55PANEI DETAIL I'D UAIrEVIOR FAS-VENYNC Al L A, Y in SA 019571 AaM GL in Uj Ew 'I 11W a O Cf) —Cu > 0 =3 0_ 0 CL 0 Cd Cn /71 -t=! cu -cu 2 0 Cl = = .0 LL_ ICU 0 -6-0 CU Q CU > 0 " ca- E Cnu O '12) -0 C/ APR 0 8 2023 Plans Virtual RLil W \A I 101 Revival 'o I ksSist. nc. 'm 1i with Eited and Ell it t FEE roved 020 --nZ, l `l 01STANCIE is C.;il%tx IT17 1;� __U- tl 7' D D Q., 12 2mw-2 D Y'D - lo s o2 z liar LA Jr $1 I A D: V'-" I E, 125, .0N, 5.61 f 12 A.Cr 5- in z r 4 3" ;zv I wr.y- ii to N OTE J. INDICAl 4; 1. I i-f"s 5TRurTurf- NEGATIVE, DICST11H `E51E_F'.T U.11 K CIET61i 5 ON r j rk_1 MALJ51cllfi5 -ABLE WALLIES Ps R "n,"V _rA' .4e '-LEAEll? .IALI BY TQ I, rMhi '4 '1: r 'Ti 140 vast? 3E4.D dg CIS 11110ALL RE i fit is II e If BRA-5 UiJii, r �11­07LIE BASE ""'EMBALY BC*-T) 11 119-0 AIALLIFIN15.,+i 20-31543 �Ey Anne l ahr P Ith Edition 12300 C_ 0 L_ ri 4_0 0 Cf) W z _j SHEET NO. SH 1,5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS ) TO RE USED 3I8" CEMENT "LASTER 12 MIL DRYLOK �NRY BLOCK EXTREME --- )OW ENEP ALANT A I f1`40OW SEALANT JOINT BUCK OUTSIDE EDGE OF MASONRY WINDOW RLICK SEALANT JOIN `i1 SEALANT FROM INSIDE EDGE OF 'o'IN-W.0 FRAME �,' �,'INDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO ANDOW FRAME MASONRY f '�rTACHEID CODE 6) TOOLEDSIFAL ART REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOWI__,� FRAME 3) SEALANT WINDOW FRAMi WINDOW BUCK ALL THE WA AROUND. INCLUDING SILL WEATHER RESISITIVE 1: 3ARRIEti I I I N rEMPORARILY F LA- t� WINDOW UNIT 00OR ROUGH OP[ SLOPE 0.3 in: 12.0 in R703.1 Gene -di'i Ir-le 1�o!1-Il1g",Vl1r1 extorio; vvwi t_i, The exterior wall envelope shal� 1.1VOO1JFRAif,1- 1, %��,Tiil R-03 4 SELF-)�Dli FLAS��I'� 14--l"BEADOF CONSI-H, (0.6 cm : 30.5 cm) InCILide flashi rl j t 4 (j `3Y LAI PING DOWN ADHESIVE Try BE APPI lED LINDE P SELF -ADHERED FLASHIlAi 11 DVER 41M JOIST AND UP A TURN UP JAMB b"r 'J��L LIU011) WALL 3Y 6 IN, RE EXTERIOR R703.1 � 1 Wa i- Nall SIa,!� oe designed and COIIStliXled �n a iiiannt-r that prevents the accumulation of water N Al L H KAN U 0 H L ULIA F A I i i I H within the wa �.s I, - v I c) ii -va t el re s I ta I il. ha rl � cI beh I nd the exte r I or cladd l r-, g as req L i Ii by Section R703.2 sand a means of PROOF CAULKING E3 CEMT. FIN. r tic cil-Idding a noi WEATHER SELF -ADHERED F I BUILDING PAPFF, draining to th RESISITIVF BARRIER SEAL TOPS OF JOISTS—L► WIRE LATH R703.2 Wate of �"Jo 11 asphalt felt free from holes arid brpaks complying ith ASTM D226 for Type 1 felt or Other t� a 1: 1"e over stud�� or sheathing of exterior vval�s No. I':) asphalt felt shall be applied horizontally, _7 if - ..1NDER DECKING approved wa S� IBFLr I ie; s Er D�_TAIL WP07 FD FLASHING with the upp( c­ 'er e, log:,:, layer not less than 2 Inches. V'Jhere joints occur felt shall be lapped not less than 6 inches. Other i approved rna in a�cordan,e -v,�ith the �vater­iesistrve barrier I_1`12111L.JaCtUrer's installation Instructions. The No-15asphalt HEAD FLASHING TIE-IN IN :,UXTIONS felt or other bai-r!t:r ni�-3terial be Continuous to the top Of walls and terminated at penetrations and building C f Id & t th HIM JOIST . Lit . o up ernpora wea er resistive barrier above it-- roallow for flashing installation 2 Self -adhered flashing plus head flashing under weather resistive barrier 3 Fold weather resistive barrier back over head flashing and seal with tape .2 J SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESIST BA EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ii F-ADHEREE) FLASHING DO NOT FLASH OVER SOT -TOM NAILING FLANGE SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INS I ALLATION AND INTERFACE JAMB. SILL AND HEAD DETAIL APPROVED SHEATHINU APPROVED HOUSEEWRAP STRUCTALATH TWIN TRACK 2 5 3A" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V" SEALANT SOCKET WITH TOOLED APPROVED ;SEALANT SELF -ADHERED FLASHING HALF ROUND V,`1VDC;VV NAILING FLANGE SELF -ADHERED FLASkilli - WA \_z DOUBLE JOIST sli ;i) SFAM jr-� - Aiw_ 11 "imp SELF-ADHEREE, L----- SELF -ADHERED 4f 3 FLASHING 2- SCS 06 02 WINDOW FIN INTERFACE Wil'i SELF -ADHERED FLASHING EXTRI !I III-D SHOULDER CK JOIST WP07 SELF -ADHERED FLASH RN' G 2x FRAMEWALL--_____1_____, PRODUCTS DETAILS TILE! -'IMSH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) i)etail Instructions Defer to the number rnaliked as In each detail that corresponds to the numbered items in the list of instructions below: 1 Install self -adhered flashing in order as shown by numbers nthp -ripr to fnrm water.0,hpridino 2- Install flashing and wo -.r resirtivii haf laps 3. Self -adhered flashing can be substituted forbuilding papei 4 Split the, release paper using the ripcord (Split release on demand embedded in the adhesive layer') - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6, Fold as shown oy arrows 7. Angle of cornet may vary, adjust tolding of the flashing accordingly to fit tight to corner, S. Mechanically fasten as nPcPssary 112" DUROCK— SELF-ADHERED FLASHING EXTERIOR DOOR �`VITH DECK - SECTION A ONST R ,1VP TO HT APIPLIEL OF DOOR AN US`_7 LIQUID N 4i L UUAL WF 8,T HF R PR( iE �,TION-A (SEE DETAIL VM Sl= LF-ADHFRED Fl[ ASHN(_i "FJOISTS t_ r.FSING.r TAIL WK/) SELF -ADHERED FLASHING E X T ER l0R I '10OR VViTH DECK !3FLF-ADHERED FLASHING > 1'-4" PER PLAN z 1, , -0" PER PLAN N wool 9 S� 4" OR 8'* CMU (PER SEAT DEPTH) FILL WITH GROUT CL IJJ 'PLASTER EH S I OP - t— I 'INuOt­ BACKER ILLI 0 & Lu W _DPED MUD BED - W uJ VINYL SHOWER PAN. SLOPE -- appendages c) me��t the of the etef,ior w,0 envelope as described in Section R,703,1 �,�airiei­3 shal� be Installed as required In Section R703.2 arid, Where applied over wood -based R703.7.3 Wa -�eslst!,vc - I sheathing, sl�, -i C" I stiv�- va;_)(;T I I I ierfl) Ie, t, iaf t iei %vitl i a Der-foi ni ance a t least equivalent to two layer s o f Grade D paper- The Individual lay thcit each layer provides a separate continuous plane and any flashing (installed in accordance v —r-resistive barrier is directed bet\'veell the layers, SELF -ADHERED FLASHING ,hat t,-� applied Over .vood-based sheathinq has a water resistance CEMT, FINISH SILL CHIMNEY SHOULDER Excep 7\/V W P 1D 3 equal 1— Grade IS naper and is separated f,-onl the by an Intervening, substa UI 'h�.Iinage space MECHANICALLY FASTEN IF ASPHALT NF--FF)FD IN CORNERS kU8BLR D ADHESIVE ISTALL SELC� 4,! THROUGH SELF -ADHERED ASPHALT ADHESIVE --I ti. --ishiliq sc-if-,--ldhered rnernb�aries andniechanfcally attached flexible flashing shall be applied � -A - - R703.4 Flash .1 flieldl li'i-,;) I q •",in V SELF -ADHERED FLASHING---", i Motal flashing shtall be corrosic.n resistant Fluid -applied membranes _ASHING. SEE FLASHING shingle-fashk I c -ANGED WIINCY-AA! ;EE DETAL V,4' I I jl'i'-,V'Uctions All flashing used as flash :1; . shall be applied in a manner to prevent the �- - ,I-, - . ­itir)n C -ig StrLic!ural framing con,11ponems, SCORED entry of watei I I F,-- f �P�? bl_flld�� RELEASE PAPER 'I -1!t­Ig S� Iad� t, - rw:&, ;`kAMA 7 l 1. All ext(,-,rior fen( itration ploducts shall De sealed at the juncture with -adhered T i! - I e d s Self -adhered ING �L a the building v L! I "t �,J f I Mt v, i, L i AA, �1,1 A ­CjCJ , QLLEASE PAPEP TO I,A,� C920 Class z de NS or greater for proper joint expansion and 40-HF�50it kS SHCWN� contraction, i a:)-iloveL: -Lvi,,.1arcJ as appropiiate for Vie type of sealant Fluid -applied membranes used as ng shah extend to the s�;rface of the exterior wall finish. Approved flashings flashing in ex k1 A shall be insta "Wo 1.1,Ex Fk_,v,-,h;nq Ell ;Vmdc)and door Openings shall extend to the surface of the exterior wall finis) b-If IIE:1 compg. v lyti1vlRh Secl..ion 70) .'tni drainage tvIechanically attached flexible fleshings -�rior, vv and door oDen;ngs s1hall be Installed A accordance with one or more of the I x,, shall F!TIshi,ig a, v,ndo follo 4 1._T1,3nU,tUr(1-,i's inst:illa-ion and flashminstructions, or for a pp lliilat ions not addressed in the fenestration in accor�_Iance ,`vith the flashing manufaCtUTel"S tnStrUCtions. Where flashing instructions or details are ii 1asll ng shall be ii stalled -I �- at 11 -te sill of exterior vvindow and door openings Pan flashing shall be sealed or ri I IT--Inner as to direct �-Alatf:�r to the surface of the extei-ior ,tvall finish or to the water resistive barnier for subsequent ir . I r protect d and sides. I i'l 1-7t __"pef iings using par, hashing sna I incorporate flashing or ton at the head rriethod Of a registered desiCIP professional- 1 .21 1,2, Incthe fiashing design o: 'her approved methods '1 3 1.3. In SELF -ADHERED FLASHING i4 In F'11A1,AA�,J1A 10CI, Frvlk AALIA 200, !7MkWDf-,.1A 250, FMAAAI`�,IAIWDMA 300 or FMA/AAMAWDMA 400 P 15, 1 WP06 INSIDE CORNFR 2 2,At ­iof orothet iiasaritk, constru,-fion ).vith frame or, stucc(�) walls, -,­rith projecting lips on both sides under stuc( 3. 3. U rC"-j P l!) ig s a I-, d s 4.4 CC all jt�..',cting ,A,°ood fffl't ­771 n" �Y o;- floc i onstruct on. frame c I & .At it 7. '.At Wate; Rp�sistant Barn- -i-ath 'LF-ADHERED FLAS"ii,t, -iESt'__ DEI -AILS ARE CENERIC AND MEANT TO Sld(),N GENER/-�\l JCH iHERED FLASHING � _l FOUNDATION WEEP SCREED DRAINAGE PLANE WRB E-IOND FREAK WRB WRAP DID WRB ONTO - [IF VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR 3-1„- INCH FLANGE HIS GAP IS A RESULT OF NATURAL SHRINKAGE EX-) NOT SEAL. DRIPSCREED PLASTIC ACCESSORY S H 0 `v,J E R 'EAT SOFFMCANTILEVER WP 11 DRAINAGE PANF 1DMWF,4 RTSI'-TAN7 BARRIER A BOND BRI SELF FURRING (SVI LATH PLASTER ACCEt; SORY -ERPROOFING METHODS TO BE USEF) si.,co -.A' -1 ING AND WA'l a P W U, A STRUCTURAL FRAI'JING —STRUCTURAl SHE,-_, STRIP 01- SAf: -11RAINAGE PLANE VIRB RON[) 13HLAK WRB li T t ATH C EF STOP A NIJOU6 bACALP P.-'Q LANT NFINOUS FINISH rrient C-e in actor( with AS I Over wo( floor T IV, it, l, i urmlorice 10 6 Vitee-_, ieed In,,,;1alled A-, Peli speCS tF Ili ta I I I Scwerl 2 II (D C_ U) Cz C) 7D 0 Cz CL (D G) (Z 60 C) 0 EL 0 Lk__.. M ) Cf) 0 0 Cn CL C/) < ReviLow A coSS'Steted 117 mp, C 7> Cement Plaster ith the BC 2020 Fan' aPiiir� 7th in accordance with "'I'e Klahr PX23U;1i, ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 Building Paper 7116" O_S_B sheathing Stampede or similai cauk bottom joint only Weep Screed Installed As Per MciTiufat;t. Specs. - 112" C titi Decorative Finish All inside and outside comer will need to be I -niter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all I lie I)uilolng papei af-to metal lath Must be installed over the top )f the weep screed. _J WEEP SCREE P 1,rT P� I ■ TAPE EDGE OF HEAD FLASHING REQUIREMENTS N WALL FLASHING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE STUCCO ON FRAME - 7/8" TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j 0 3-COAT SAND FINISH STUCCO STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED ON SELF FURRING LATH ON 2- FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING O C O O LAYERS OF WATER RESISTIVE FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O i 2- LAYERS OF WATER RESISTIVE BARRIER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C CU BARRIER COMPLYING WITH PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO COMPLYING WITH ASTM E2556, TYPE 1 (TYP)42) ASTM E2556, TYPE 1 (TYP)WALL SHEATHING PER PLAN V (n THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CCf WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN cu SHINGLE WATER O U WALL SHEATHING PER PLAN— R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O O 00 SHINGLE WATER SHINGLE WATER oo RESISTIVE BARRIER L N SHINGLE WATER RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C Q O — RESISTIVE BARRIER OVER WEEP SCREED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co OED Cu WEEP SCREED TAPE EDGE OF COUNTER FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .Cn � O O STARTER STRIP WEEP SCREED FLASHING � JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED tq O �- Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE � � CD CD_ CONT SELF ADHERED WEEP SCREED FLASHING TURN 3" UP WALL BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F-- � .� C!) Q FLASHING TURN 3" UP WALL COUNTER FLASHING OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS COUNTER FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING 18 GA HEAD WALL FLASHING CONT SELF ADHERED 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL TO EXTEND MIN 8" BEYOND FLASHING TARN 3" UP WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. UNDERLAYMENT z z_ SHINGLE PER SPECS SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE SHINGLE ROOF PER SPECS bo bo STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED STEP FLASHING TO EXTEND MIN 8" L3EYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO `r EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO �r UNDERLAYMENT z TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TURN UP WALL MIN 8" Z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 ROOF SHEATHING TURN UP WALL MIN 8" PER PLAN TURN UP WALL MIN 8" CO ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE PER PLAN 'v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER lz � 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 6„ DESIGNED DRAINAGE SPACE. Vic R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED NOTE: NOTE: MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED ALL LATH AND LATH ALL LATH AND LATH SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACHMENTS TO TA OUT T ATTACHMENTS SI TA OUT T METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED CORROSION -RESISTANT MATERIAL CORROSION -RESISTANT MATERIAL AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL HEAD WALL RAKE WALL wINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - SHINGLE TO STUCCO 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 _Off 3it 1 �'O�� SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE STUCCO ON FRAME - 1/8" 3-COAT SAND COMPLYING WITH ASTM E2556, TYPE 1 (TYP) FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FINISH STUCCO ON SELF FURRING LATH ON PER ELEVATIONS FOLLOWING LOCATIONS: 2- LAYERS OF WATER RESISTIVE BARRIER TAPE EDGE OF RAKE TAPE EDGE OF RAKE COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL FLASHING WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN -------_____.FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 WALL SHEATHING PER PLAN SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHINGLE WATER RESISTIVE SHINGLE WATER RESISTIVE RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR BARRIER OVER WEEP SCREED BARRIER OVER WEEP SCREED OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: WEEP SCREED 00 WEEP SCREED - Co STARTER STRIP - 00 STARTER STRIP 60 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING HEAD WALL TRIM FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING UNDERLAYMENT UNDERLAYMENT HEAD WALL TRIM FLASHING UNDERLAYMENT INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE TO EXTEND MIN 8" BEYOND CONT SELF ADHERED UNDERLAYMENT INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FIELD BEND PANEL UP 1 1!2' FIELD BEND PANEL UP 1 1/2" FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD MANUFACTURER INSTALLATION INSTRUCTIONS CONT BUTYL TAPE SEALANT PER INSTRUCTIONS AND SIDES. INSTRUCTIONS Z' CLOSURE MANUFACTURER INSTALLATION Z' CLOSURE 00 INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A Z' CLOSURE STANDING SEAM METAL 00 `r CO STANDING SEAM METAL REGISTERED DESIGN PROFESSIONAL. ROOF PER SPECS Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 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" ROOF UNDERLAYMENT TO --- TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. ROOF SHEATHING 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL PER PLAN ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. NOTE: PER PLAN PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ALL LATH AND LATH 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A ATTACHMENTS TO BE CONT SELF ADHERED CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 10 OUT OF CORROSION FLASHING TURN 3" UP WALL FLASHING TURN 3" UP WALL 7.7 AT BUILT-IN GUTTERS. -RESISTANT MATERIAL 6.6 AT WALL AND ROOF INTERSECTIONS. HEAD WALL RAKE WALL HEAD WALL RAKE WALL R0O F, TO WALL - STANDING SEAM ROOF TO STUCCO _ ROOF, TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 3 _ _0W P 14 3 _ _o W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. cz N Co APR 0 8 � 2023 L� W Assist. L� O . Inc. x ind p ooprove FBCl � L 2p20 �� th Niarr p Edition X?_3i,p � to ICU w Q z z Q J a SHEET NO. WP 2,0 Ef CD m !. a' i� f f M N a m 8 e- N N N STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-----` WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT TILE ROOF ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=19-0" imiffoli WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---_ WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL ---- PT 1X BLOCKING COUNTER FLASHING 0o PAN FLASHING 6" MIN—� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----._ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ALE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO ALE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD 'EALANT :,O 'J' MOULDING OFF BRAKE METAL IN :,O ON FRAME - 7/8" �T SAND FINISH STUCCO :LF FURRING LATH ON 2- 2S OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN RAKE WALL WP16 WP18 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLA* SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP ---- 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---- 3"= 1 ,-0" HEAD WALL WALL SHEATHING PER PLAN FIBER PER E SHINC BARRI START HOLD BETWI P LAS F- CONT LAP FI PT 1 X COLIN' PAN FI ROOF TURN CONT TURN TILE R 2X NAI FASTE ROOF PER P 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 SELF -ADHERED MEMBRANES COMPONENTS.MING S USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. APR 0 8 2023 Virtual Review Assist, Inc. 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