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HomeMy WebLinkAbout36539 Smithfield LnABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING 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 SYMBOL LEGEND: 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 - PRES3URE 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 LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD = STAIR CALL OUT HEIGHT OF STEP DOWN = C FOOTING CALL OUT - SEE FOOTING STEP DOWN TALLOWY SCHEDULE ARROW SHOWS = KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 < ELEV NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, 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 ED HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 0 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 0 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 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 SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 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 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 SH1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS N 0 N ip Ln 0 00 to Q z w O 0 L >or- 0 CM N ai 4- 0 '�"' V O "' -00 u M 4) E 'L i o LL o 2 S s U�� as Q U w QQ coo Ec W L a �O; m 1 G. O W 0 LLj uj w O r- WW�~zg: U1 W►lH � Up� OX--j03: �LLJz H F= O 0(j) I a. owoomZza� Wu1WWzijx QO � Z QpwO N IL ��Z ox Y��0 o 0 0<< 1L a o F_ 1L i O Z W 0� �co F_O Q (M L0 FW� LO - M CJ\ Z U w� W a - CD C6 O N N N o 0 0 N N N V) O ` N O C O CD 0 CDI i i ' Z O N,^co V/ � N '5 L OCT 2 8 2022 Z� 0� Cn Q Z O VRA ZW �--+ W W o o 0) 00(o LO Virtual Review Assist, Inc. 0 �" pw� Plans Review completed and approved for compliance with the 2020 FBC 7th Edition -0 Z a -a by Debra Anne Klahr PX2300 Q Q `Q = W=°°i� RECEIVED �- `-' ,-� Zo~-'O = NOTICE TO BUILDER & ALL SyftWr9 FACTORS a 2�o Q 0 gWLL WW LL IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE O Z Q'Z BLOCK THAT THESE DOCUMENTS UATE, PROVIDING LICENSED PROFESSIONALS CLEAR IION. EVERY ATTEMPT � Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O (� J SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O 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 Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w C S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION —1 FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W N INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE (� 0 DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CD LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > . . August 8, 2022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND 0 APPROVAL BY THE DESIGN PROFESSIONAL. J CO 'YER SHEET ­,1. ` ------•,-- 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) O ;. 0 a• 0 O ;it 0 QO v 0 v m N Q C9 0 :;r 0 in (-) 3-1/2" 30'-0" bo r 4'-0" L 2'-5" 6 T-10" I. T-9" ,. 4'-4" rT 5'-4" -1r-17.1 2'-4" I. 1 4'-0" 15 n II 1 IB I I M 2 B l I II I l II II I I l II II l ~ U II > I I I I II I l _ �Z > (nl II I l g l � 0 N � ao w -- — —N -N Fn ZI O 1 o--Ji -1 n- = a ' J II l fA I _ N U I I -' Z N (n 11 I 0 I l I w ------------- I W ---- _.� I i i i i I l 13 l I i-f I I I ii ii I l � I ii ii I u ii I l � I 10 11 II 11 11 - 11 II I II II I --- -----,:�Cc 11 11 I 1 IL •o14 2'-2 3/8" -----J --- - -------j L- �- ---- I PLUMB. I 1 1 1 1 1 1 I LAV LAV 1 1 8'-5 1 /8" 7'-3 3/8" 1 rIfL- ELEC.CONDUIT SINK / ELEC CONDUIT 11 11 II II l i ii i 9 p. l I I1 I 11 l 11 J1I I I 1 I 11 l 11 J 1 14 L-----� ---- - - 0 I 16 J l 14 I 11 J 9,_2„ -----------t?- - -- — — — — i- ---REF.--- -� — ��---- � — J r � I 1 r l II II II I ii ii 11 I J ii l -- I --- - L -� - ----- j r--_. ---i I-.�------ 20'-6------- — — — — — - " I I I I I I 0 I TUB, 17'-7" I 12 u ! W/C i I I II II I I II 14'-10" I 1 1 l I it LAV I n I 11 _ I u 11 I II II l 7 C? hit10 11 ill 14 ii in W I( 1 I I l I S3 i1 I I; 11 I�l I K 2'-0" li S3 i IWASHER L ELEV 0 a 11 l B (L 3._5„ I 0 l o� I 14 13 0 d 13 11'_4" T-0" 1'-8" I I I l B I B 6,_0„ 4'-8„ I l o 14 v I I 1 3 g -L -IF d i r Q I 0Im ` I Y —� iv= _ �C 1'-8" L 16'-0" L 1'-8" 2'-0" 6'-8" of 19'-4" 10'-8" 30'-0" FOUNDATION PLAN (ELEV B 1 /4" = 1'-0" 0 0 -v 0 N CV un 0 -v 0 co 0 v 0 v 0 v O M 0 v io v 0 O N 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. 10 KEYNOTE LEGEND I KEYNOTEI ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS 2O 1 1/2" DP X 8" WIDE RECESS 3O 1 1/2" DP X 13" WIDE RECESS 4 ICE MAKER LINE 5O SINK - KITCHEN 6O REF 0 WASHER 8O W/H 9O 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 C THICKEN EDGE 8" x 8" DP (1) #5 CONT. OBj MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OCT 2 8 2022 VR/\ ELEV 1k Virtual Review Assist. Inc. 0'3 1/2" Plans Review completed and approv - _ for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 U :- k' co n. r- N N 0 N 00 0 0 o uO z w O 0 w 0 z Q n` i E W L '= � q OU M� di (n U 7C) 10, d M 0 ` � Oo t 2 No-t .Ln U a r . W Q� oEc H m L c a U Q�X_jcoo�w",0❑O, JO Cy O O 1- aW(9z0z0M00Mzit z � � d 05 W W N Q J O Z Q<QpWQ�zWzOWg��❑Q. LL W H� 2 Y❑ Q Q Q 8Q OQQIX W 0 O O Z CN O�_ > (n O D � CM O � (/) LL d" Q W Q U') ii- W M W C T- Z00 U WZ i>j Wo J O ANN INK O o NO o N N M w N N N O_ M N ' Z O N � WooO r- N ch i i I I LO V 00 Q Z O -f--+ W zw 0 0 �--+ O U w UULn O oro Q � Z-a F_ x a Ln�r� a: wmw~ V f—~W ~O z p = W . . 00 O ZWO O g U zLL Z z Z OU 0 CL z A 1 z W J O n O ♦ 0 LAST PLOT DATE Z 0 MONOLITHIC FOUNDATION PLAN B 30'-0" 13'-9" 6'-4" SH 25 HD AT 6'-8" EGRESS LM 05068 SGD QU 2868 U � / H.B. 1 i Q / -n N / OWNER'S SUITE _ N / 15'-8" X 1 V-11" °D / 8'-0" CLG / o / o x / GREAT ROOM 14'-4" X 12'-6" Al VAULTED VAULTED 6-0 5/8" T-9 1/2" 6'-3" L/ 12'-7 5/8" 2868 NjccNol — — 2.5/12 VAULT. q O. BATH r I CLG N 8'-0" CLG f-jTP W.I.0 I -0" CLG - TB 36" x 60" I U) SHOWER Ids o PANDRAIN - DINING 10'-0" X 12'-6" MSHW HD io& VALVE VAULTED M ZD (= J&SNk = u_ I oan: Co CO 4'-2 5/8" T-3 1/2" I N N v u_ M w I06 u? CDI ds M O M in N I 0 BEDROOM #3 N I _ z 11'-1" X 10'-1" 'v I run)O . 8-0 CLG o N � N _ N C 3?� N O C w 0? ow 1 V-6 1 /8" `�' 2'-3 1/2' 2668 2668 7-31/2" 6 T-9 3/8" 10'-3 1 /8" - DO 0o to ZO CV Q W " 8'-0" C LG M =ow 668 BEDROOM #2 9'-10" X 11'-1" 8'-0" CLG Z N = (0 M Z O I 0 ----� KITCHEN 12'-6" X 13'-6" VAULTED 2.5/12 CLG iv 2,-0„ 4'-6, co T-11 1/2" 1. 4'-5 1 /4" I®— II�I�I ��;•.,.aarrr,•r,•,•,❖,ar.•,aa.•r,❖.•,as,•r.•serror,•,•r,•,•a•.a•,•r,❖.•,•ratr,•,•ras:rm,rr.•,•s•,ar.❖;�.•s•.•,rarras �a•.a•,❖.❖caaa.•,•a•,•ryas❖r.•raavr.•rvars•,•rrrarr,❖r,� — I!I - •INSULATE �• BOLLARD WALL C) CLG .sip -PLATFORM S3 20 MIN. RATED bo� .� ATTIC 1CCES ti LAUNY I, FOYER • / • :i or � SHELVESIN III LAUNDRY AT 1 ' HANSEN BOX Awn �• DRYER VENT 1 �, FRAME WALL LINE OF GARAGE IN ►� �� OPEN -O�� PORCH 16070 1'-8" L 16'-0" L 1'-8" L 2'-0" 6'-8" L 2'-0" 19'-4" 1 10'-8" 30'-0" FLOOR PLAN (ELEV B 1 /4" = 1 1 -011 0 (V N CV N a 00 ir) 0 tV 1 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 ABV TUB DECK` = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)' = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. 'PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p =FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ FT 1928 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) V"'R/ OCT 2 8 2022 virtual Review Assist, Inc. plans Review completed and approved. on for compliance with the 2020 FBC 71h by Debra Anne Klahr PU300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 y 04 04 00 Y OD r � E' w —� 00 O d w 0 z Q /N > 0 ^ o W N. '= -0 C! U 0�N ti tN U Q °� In 2 d W i L O W � O 2 g ° "� Q Z U � 0 w Qv V O� s= W CS L C) a L.0 W w W F- W J W L O <U� �X( M�O: Ogd�v¢Q F_UJW �o = w � CJOO_jOgzomooai Z a>zW�0WOa.0OYz-O zw a.F¢ aQ WILL OW O¢ O O OQQ� ¢ LL w >t O O Z N OF_ (D 5 r-- O F— cM Q w M � � W qr - r W F-M 00 ZVF- W W _jC:) O J Q0 I I I I I I C) O C14 o� C14 00 O N r- c-4 O N ch O N r C)r N , C)C3 z O �- C) O ! I I ! 0 N ii > o N M 11 I C '�1 zZ v! ¢z C)zW -'--0 O W o0 W VUC/) Lo O OLUO z H ' a. W Sri = m ~ rl Z0� W <F-=) 00 ZWO Q U LL gZLL Z az U 0 0 �. W z Z W W C) N 0 Q LAST PLOT DATE z }' . .J FLOOR PLAN B 6-0" 1 6'-11 " ROOF FRAMING PLAN (ELEV B. 1 /411 = 1'-0„ CJ1V 0 0 r e c� z � IY o° Co 0 Qm U >- fn m 0 r 0 0 in O CV HEEL= 4-1/16" PLUMB CUT// 12" TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER CF 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 N10DIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O_ 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRI 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 OCT 2 8 2022 V_R/ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 12 5.9 o1 r 2X4 LABELED END MARK 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 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 DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY MIME REFER TO ENG. PACK FOR CONNECTION /LOOAD# DESCRIPTION INIT. DATE from BID B312288A AS 8/6/2015 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 \� KRCreated Add Vaulted ceiling in Great rm, AS 12/29/2015 CJ3 `�0 r LC9 AND FBC2017 HAB 12/07/2017 if) RC01 RE-CALC A7G B.C. AS 723/2019 CJ1 —Mj U RD01 LCA JTH 1/4121 U V-0 5/16" f--� I- 2'-0" TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 r` CJ3 `�IX LO U CJ1 1/1 U 1'-0 5/16" 1. 2'-0" 1.2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING ATTENTION! DON'T LIFT SINGLE TRUSSES VVITH SPANS LONGER THAN 30' BY THE PEAK CONSULT RCSI -131 30' Span or less 30' to 60' 60 degrees Spreader �. .l or less 2/3 t0 1/2 hne span approx. Ia hne span approx. 1 r 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. LOAD# DESCRIPTION INIT. DATE ells I revision block for alts only. CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE: (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 DATE 013/06/2015 LAN# N321594L PAGE 11 SCALE 1 /4 11=11 014 00 to 00 rO •; ` �r, O d w 0 z N E 0 0 1 V! ' CV)M N V) D co U _0 1 M t 2 O 2 $ �.� O u-8 t C)d �V) w Qv �% N C E M t` cO Ur W OLLI C6 WO~ W I.- w _3 LU 1F- ZO tY�-JCnO?�IYWLLU0L0 Q Q <dQ ZLX ozmOaH�Q owQ.�aozOwoOWMz U (� O in O O Z C7a>55WW�tn, W<OW-i J<¢OW¢55ZwzawUoa ULL <Q- g� gwp OX 0 pQ ¢ Q LLQ o t-�Il 0 Z 04 0 U o p ie) M Q L0 C W - I,— W < LO (— W ('7 Z0 W W �Q O d' r I r I ' r i I C)C)C co 0 N �— 0 N M 0 N C)0)O C:)N O ` •) O Z O N�+'O LO w > O r C:) N 0 M i i I cr �/� ZZ V, ¢Z w C)w O U coo_ UV� Lo -0 O Oro -0 Q O Z 1- a -a a � = W m~w� t- rl zo= Q (> fr w LL Z Z az �z F OU _p W z A3 z w W J a N Q LAST PLOT DATE • August 8, 2022 Z �" 0 I ROOF FRAMING — PLANS B GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALL. 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 11300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / 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 OCT 2 8 UZZ Virtual Review Assist, Inc. Plans Review completed and approve fat compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ROOF PLAN (ELEV B. 1 /411 = 1'-011 N N O 202 00 Ln 00 LO r. -�; J CO LU rr/6 O z ^` W fiLO E L '� r' 0 cn V �� a M i 2 p O u- CO) N Q .N W .s w U �N C I` 0 E i C) w W� w w2,0 F !Y ¢ z WOj- JU)O�x<IlU0L-j0 O z a m W 0 Z O W O o m o a �nww U) MZ z 0 LL Q�Q>OwaujZwZOwoCa Ow 2 � Z ¢ Q LL O OFQLL 0 N Z W O - �- S2 C] F— M <U)Mr- O U) ti F— a- cM 00 ZUH Z ?� J O O t t 1 t t � t t C) O N O M N N INw C)M C) o rn c) o .- N C)i I I i i ' Z O Lo > o00 � N M LO qq co c0- ¢Z O W w �oUV� +4-1-� Woo O o�Q-0 Q © Z—a F— Wa Ln ri zo= �- CL U � o W" p Z az z z �, F 0U 0CL m z A4 z W W 0 O LAST PLOT DATE o Z0 O _j ROOF PLAN B SHINGLE RC 1 1/4" THK x STUCCO BA 5/8" STUCCi OVER CMU FRONT ELEVATION B 1 /411 = 1'-0„ REAR ELEVATION B 1 /4" = 1'-0„ RIGHT ELEVATION B 1 /4" = 1'-0" I 7 I A5 I I I I I I v LEFT ELEVATION B 1 /4" = 1'-0„ 5/8" STUCCO OVER CMU .EV AT 8'-0" T.O.M. :VAT 0'-0" Adk FLOOR FF OGLE ROOF ELEV AT 8'-0" T.O.M. 5/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF FINISH 1EVATION SHEATHING FACTURED TRUSS DRIP EDGE INUM WRAP INUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL (OVERHANG DETAIL J a _ —no, 12 15 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS 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�j OVERHANG DETAIL /d _ 1I-nif 5/8" STUCCO OVER CMU co zo 7 CMU COLUMN DETAIL _ ELEV AT 8'-0" T.O.M. 2' -0" � j ELEV AT 0'-0" —� 1ST FLOOR FF ELEV AT 8'-0" Adk T.O.M. _ ELEV AT 0'-0" gk 1ST FLOOR FF NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO ro $ ELEVATION DETAILS 5/8" STUCCO FINISH --- ASSUMED GRADE 9 ELEVATION _/d DETAIL _1_n' OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 1 1/4" THICK FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION, SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM)) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTINGSTRUCTURES) 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) N 0 N o r 00 LO y W W 0 z Q n' E - lo M O v d N M � to f, �,/ °; U a Q -O F1 M C E L r o '- ° " • tn�, 4t V w Q cO Eri W 7C)v L. �C)Q� LU W W W P W J W�` O 0 U Q W��J$OQMQLLUO2JO 0WOafOzOWOOm0~z¢Q Ia- ~ O Z 0WaWcnWwWin��¢� LL Q<apWQ�3 Wz25WQ OW 2E-F. �WZ S Z oQ la d ox LLQ O F.QLL 0 Z W O� 0 M OO � M � 2 (n - ti F-WaM ZUF- Z W 0 J 0 J I i I I I O o N o C- N 00 O N (V O N O N O rn _M ` o O z o a i ' N W LO W � o o N 0 ('M M� W QZ o_ z� � O rW, U coo _ WUo) U 0 a�0 ° -0 Q O Z H a -a. a Sri = W w mg- �_M rI z0� W <D 00 O ZWO 0 U gZLL W Z Nz Z �� U pow W z A5 z w W J O N O LAST PLOT DATE August 8, 2022 z EXTERIOR ELEVATIONS B ONNECT ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-011 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 T HE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appro for compliance ebraAnne with the PX2300 Edition b 200A INDOOR PANEL CENTER 01 #15 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts 200 AMP #10-2 copper to WH #10-3 copper to Dryer METER 210 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM :NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET c> TRIM--- BASE--j- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL q1___ oZ SMOKE DETECTOR V-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E 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 HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6- SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -C PUSH BUTTON FOR GARAGE DOOR OPENER -� DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL AIL}- CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6� 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR CU-18- UNDER CABINET 18" =S-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F"_24:FR 24" VANITY LIGHTING 36 ;Fm-R 36" VANITY LIGHTING 4848" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND 0f 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION IffiZI ELEC PANEL ® VACUM OUTLET AT 12" 14 CEILING RETURN AIR E3 A/C REGISTER (T THERMOSTAT OB SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. i� ^` VJ W A' r1'0_ E i L M o ' ) CM C ti Ln M -0 M Eo u8 �- O". �Q 'nV) V w Q� 0o E -TW v L ^ a ) w (� V Q w W� w, w200 ����`�Oa��Q�U0��0 - � `2' j LL Q F- O f— O O Q Z ILL Z _ C 3 O(1)wxOZOw00mZj 0 0 Z JOa>ZYOZZLL0OW QH<0ED ww'p�U°Q �►-� 2YZ 0 ti LL Ow Q O � ° -0 ,tea O ¢w O Z W O F— DO O � M Q W co � J ILLP_ W z < W < tq F— W CL cy) W aMV- Z U W J O O i I I i i i 0 o M w N C oa N M N � O O_ a .-� N_ I I O wo r 0 N 0 CM i i i i LO co QZ w O W 90 WOO 0) `. 0 V UwvFn L0 = 5; pwO -0 <C o Z F— �ra W Q v 0 ~~O f) r-I Z O = W ,■ -- CO p O v Zwo Z" Z a OU 0 a- W Z A6 z w W J O N O LAST PLOT DATE Z0 O August 8, 2022 J ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (A)TIC 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 U480TIMES 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: 3.3. 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #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 rHE 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 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. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 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 - Concrete overpoylr and mortar along the foundation perimeter must be removed be ore extenor sot 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-Ft 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. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 %". 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. OCT 2 8, 2-"" \/RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N 00 1 0 uO 0 co • - ua � 0 4 `F 0 �.� �.I I �' W LL.: ®, -z ! " tad O ��;• Q o � by , �� � �S� •_• W • p z Q L 0 E cz-w 'Q MN V) V -0-0,- 0 Om 2 =_ p � 0 2 8 E: o a Q V LU S2 o E M .6 rz,V a 10 n V ❑W c6 WO�1- �zW�Q OX W(6LUJ if Z QU Q I- JDO Q00)3: =0aaZuu.0Z201 CZOW00mozW1X� OQUOd OD U,ZQYzWZovaO ZZ - a>zWou woa W U OW �W6 0 W p p Z O LL <F- LL 0 z N OW >U))a Q�CMO a� G LL It f*.- F-IYa,M Z U z� W WQ J O I , ; ! C)o N o C4 N Co N N 0 N 0 N C)o � o M o n � o I i ' Z O IN ' ( ' W > o 0 N 0 coZ� vJ QZ C)ZW '}� LLJ p Z Z O WOO U � L 0 or< -a o Z aW.ira =W=4 m~O I- r-I z o T- ■ ■ W aI=--� M� 00 d 0 gwx z fy Z z a. �Z 3:2 U O O o �O z SNO L1 Z w w O 04 0 LAST PLOT DATE Z 0 STRUCTURAL -- DETAILS THIS DETAIL CNLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" LONG (3/4"-1" CROWN) STAPLES (a) 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING f`✓ tl 16GAx1-1/2" LONG (3/4 "-1" CROWN) STAPLES icv 6" O C'. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09,24.21 SCALE. 314" = 1'-0" 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 743.7,1 LATH* ""�JNLY HPPLVES TO LENNAR TPA)JAX.' LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION - RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER 0 O CV H C G 000 of of o 0 0 o 'n ;;TU 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0.1 + 44 ....................... w 15/32" CDX ca 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. + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + + + + + 4 -0" + + + + + + +++ +++ + + + + + + + + + + + + + + + + ++++++ 7++++ ++ + + + +t t + + + t+ + + +++++++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 ,good panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION 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 1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking 1izpi"(1nn1nnikntR"nr Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D L. (see table below) DO NOT cut, notch or drill flanges FILL CELL—\ STD. 900 HOOK r— BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION �TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR 2ndDS above to bearing below. STUU SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. � 4 max. Clinch nails when possible 1 Tight fit u (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 13CI6000s® BCl6500s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7 „ 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads 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. rl 6'" A 1Yz" ROUND HOLE MAY J BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN DO NOT CUT HOLES LARGER THAN 1y" ROUND IN CANTILEVERS. 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) 8 V-0" _ I'-1 1'=2" V-2" V-3" V-3" V-7" V-11' 2' 4" 2'-9" 3'-2" 3' 7" 12 V-0" .I'- j--- 1'-2" 1, 3" 1 9" 2'-4" 2'-11.. .�,- 4. 2.. 4,_9., -5%4" 16 1'-0" 1 1'-1.1 1' 2'"" 1'-2" .1._7" 2' 5., T-2" 3'-10" ;5,-7" 6._4,. 7 20 124 V-0" 1'-'i ' p ' 2 1 1 1' 0' 3 "-0" 4'-0" 4'-10" 4'-101...__._...._.....___ '>'-1 1' 6' 1 V. 7 1 1. 1 "-0„ .1. ,. 1. `., 1 3" 2 .�_. 5" 3'-7" a' 9" 5' 10,. /, `., 8' 4" ____ �, 6" ..__..__.._... 10, ., NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) . NAILS T R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist )-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4"-2" gap 1 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 " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR--'°• a • . a FOUNDATION INFO d STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE. - UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 112" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A _INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION i d a I�III—III=11 I� a hill= 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE v - n 4.11=III=1 1= d�IlllI A_ OCT SEE FND. PLN. SIZE & REINFeview Assist, PIPE VERTICAL THRU FPevitewcompleted ani for compliance with the 2020 F by Debra Anne Klahr P TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION j—PLUMBING LINE i r---------- -------------------------- CD z� • ° • a 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 . I F/— . dO . c° G a _ -T tl I tl III= ° SEE FND. PLN. SIZE & REINF. 04 i;p�y Co r.; Co tied J Dc�,i� LO 0 Co s � � ;C 5 05 w tY 0 z Q to N LO ; E O W L •i .p r> Cn " 5 +_- I— M tN V -0-0 E '= c C:0 8 O �o N Q t U �10 N C •� L W EM 7� o V h �o a UQz2_,LLQQ W l_ W J w w 2 0 0 a 3zO O��W�CW0wUo� O --�Oz,,_ D oF-Ja 0 O O Z inLU W—iiwwWin��ap � ; F<<OwQFngwz�Wvoa IL OW �f-� �wz Q Q oQ o 0 o Q� 0 ZCN W (n OF�-MO Q � M � 2(nLL_z < LU U� I—WaM 13fo-2T- 00 ZV< WC) LU co 14, 8 2022 i t Ipc approved C 7th Editiori 2300 i i I CD C)o C:) 0 N CD N 0 N 00 M ` N C)z `O a C)I I I O C) o 0 I LO > N M I I I 1 0- 00 } zZ U) QZ W O 0 W U ozz UVFn LO wo 0 0 Z O = wXa- W=H Ln m~w W r-I W zoo= W�� 00 Q0 >■ U gW& z aZ Q F_ U _J O 0 n- z SN1w a Z LLj J O O 0 LAST PLOT DATE z 0 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/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL— . r NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" c D 6 MIL VAPOR I I D I BARRIER ; D ,� 4 COMP. SOIL. c 'COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) U.N.O. 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE'IS" MORTAR ARCHITECTURAL FINISH _ (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) M U) w T W 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE 005 _ - OP z CV _ I I NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 HOOK (SEE DETAIL) rA S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z rTT SEE A/S3 OR J/S6 �`I I I I II I I, , I I I 111= FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri., SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE —\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 471) WWF OR FIBERMESH ° IW I I —I 11=1 II III —III —III—' r 8„ 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"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL 04 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY CN 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" v GRADE =(1) #5 REBAR w/ OPT. I..I-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'s3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS - 3/8" MORTAR BETWEEN SLAB & BLOCK CI C\/ A. flit 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/�N. 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 /2"(min.)- 4" J 1/L k111111./ - Y III III 111 IT-,-L El. l. TIT — -III—I I _Ei III=111=1 I WI I 1111-1 1' - (2)#5CONT. 11=1I�III���I�I11 II ;r;l�l� 4" 1' 4" 8" U.N.O. MIN. TYPICAL BEARING WALL Cad STEP a SHEARWALL "SHEAR WALL" SCALE: 3/4"= V-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 1'(PO FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER \ACTAI I A rU CIOQT 7 1 AVC1730 Q/011-rUIr CArLJ 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. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"00/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) (ALT: 1/2"02" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE 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 21'- WWF OR FIBERMESH 3 112" MIN. ° III "(min.)- 4" 00 mTEEM 3 1/2 "(min.) - 4" =1 1=1 I =1 I I I I I=T Ill III I =1 I f�_rzI I I I=1 I I-1 11=1 I I III —III '' (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEPrc C SCALE:3/4"=V-0" S3 b/8"XIU""J"BULI(CO 24"U/CVV/'Z"A:311b" CONTINUOUS TOFOOTERBELOW 90�i00KDETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH BAR WEEP SCREED INSTALLED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° C.D ' ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] Cl) — — — o D . 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER -1 I I III D ° 11=1 11=1 1=� R 1 7/8„ 1= I I ° 11=1 I I —III —III—, #5 REINFORCING BAR r z D #5 LAP SPLICE I=J.J�1 COMP. SOIL. (COMPACTED TO I I II I D s. I I=1 1=1 1=1 1=� I 36" MIN. LAP (36" MIN. LAP] 95% MODIFIED PROCTOR ASTM I I� I ��� ��I I I —II —I I— 11=1 111 I=1 I 1-1' I 10" D1557) -� I I�'=-`I � I I I I I"I I I I I I I I I I� �I 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. P.T. 2x 0101, A q q a. . a CONCRETE NAILS W 1 112 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 C €- t\ N M 6 MIL VAPOR BARRIER 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEAW INTERIOR CONCRETE 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 �* WWF OR FIBERMESH — e 1 K S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /-6 TOP OF BEAM Y (2) HTS20 ?x4 P.T. PLATE " 7/16' O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS U-0" FIN. Y' M NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 wl (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a I. BOLTS 6" MAX FROM ILL! END OF 2" x PLATE W D _I a. `0 —Ill—LI1—III ° D i—, -I I f= I I I ILL! I I I=LI I I I —I I D•, III —III SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU FLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ; d ° D D II—II511 �=III= I III=_I (2) #5 CONT. =1 IhI I 1=1 I I, I hI ON 3" CHAIRS (TYP.) 8., 1,�, 81. 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.O.) WWF OR FIBERMESH M d a — IIIII—„III,,,III; 0° � � I_I,=�II1=,�1I1-1II�III � � A r 111 a d SEE ws3/J/s6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K*m SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. f ' M 00 - GRADE — d ° _ d w TT=F a .. ,. ° • I —I I —III —III —I Z —III w � w o 1—ll1—I I I J—J 11=1 I I 0 0 Lu _ I I ICI • , a. I I—IIII=T= - Z z 'I1= 111 1�1=� I— �I I II _ II FOOTING W -I I I I I I=T IIIIII--I 11—I 1 111=111=11 I- U 11' �JIIIIIII iIII�I�IIJI BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 $ Z ZZ VRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 t_ CV O 00N • � V .1 fi',ti o V > v ' 000 it `05 ss e� Q UJI w af 0 z Q n, E bM o W L '` Mom' i- 6 f M W O O B o 0 �� m Q t U "N < Q� U wco 7W� V L E^ 9 _I --a W W J W m� O I— < z d Ur Q Q W U xWz "03:Ir,)u-UO2 <OXO zw OZMOQI-4Q � D ~ dWaWV5zWWF0iixW¢= C9 > I— u_ O 0 U) 0 Z d�W0�< -LL1z �UOa- a. LL 00d o 0 Eiy< du- O Z N OW > q MO dJ U? � W < Lq 11- of a CM Z U w� W J� O CO 1 I � O O N o 04 04 O Nco O N O N C CD o C) I I I I ' z N� � w� o O 1 I U")> N Or,)I 00 U^ Z~ �/, ¢ Z O zw -ice -�--+ O W W O 0 U � O "�a Z axa —Q CD =W=Q Ln F- T -I z O = W DO 2 O Zx°0 >■ — O Q U gZLL .. 1 Z aZ F- Q U � 0 0 12 Z a Z z w W J O N 0 O LAST PLOT DATE .. z11-0 0 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2., HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN V14 VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 `TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)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 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) \--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 • • . �. • • .. •. • iI'm ■mill MEN dill MINE ■EIII lii■■ Milli IIIL� ■EIII IIIN■ MIMI IlII� ■■i IIINN d ill Ilil100 NOTES: iO 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 2x CRIPPLES @ -� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -_Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-314", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR uvvn i nn�,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER ) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA( STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (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. 00 { SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SP4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER �j RESISTIVE BARRIERi % I SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \�J 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" O/C FIELD ,,55::�:_ -BLOCKING (T ) 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SP2 -1 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 14 F'+� RECESS LINTEL 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 . QB,, SPLICE STAGGERED hj�4. ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LEIS SIMPSON I C i L P.T. ATE �nv�raviv ar4 SP2 SIMPSON 10c ST J M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 d a . a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 I ICI 4 iq NAILED INTO TRANSOM FRAMING SIMPSON ! SP1 SIMPSON SIMPSON SP4 SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F- NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"00" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE UU " ".. 5/8 x10 J. BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE I- 2X BLOCKING 0 tt (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING oN N o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES orE 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. 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. OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 11- 4" I NO �i :ram N y' � rid OO�iA 117 � ao �� ,• LO 00 ` 9 «O + r n ,°;t z W 0 w z Q to Q) LO E > 0 o W L 00 � a) C-)N (n V -n co m M Q) E . 22. 2 o8 } a M •— 0 W Q �a� -t •0 U W Q! �n W L O Ec" rn O a a W ow (6 W°� =�olWA)U_00U z0 O Q H J(n So a§m—tgzI­ R— J U' 0 co O O z (naa>ZYOZzUL Q0 W °�H�-2LU 0 a < °Q o =O o<z i# O z W 0 F. 14 U) 5 (0 C) pI. z Mo Q � CO � LL U) ti o- M ft a- M ao Z 0 WC) W mCID I 1 ! � I 0 0 0 04 o 0 0 M r C)co CD 0 0 ! ! ' z 0 U) wo 0 0 I I > N C6 M' CO >. Z U) z aZ C)Zw M -1-0 0 w _ 0 0 0 U U U) LO 0 =j 0 �y z air = wLn =Q ~~0 n� znm . �' Q�Z) 2 3: 0 Q z JWO LL Z az z LO x2 U J Q IZ _0 m Z z z W W J N O 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4 x2 3/4„ TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEF SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS IF >9" SEE 1O/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45^t 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45" f SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2xNI�KER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. w/ 1 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" C/C ++ �+ " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ - WOOD TRUSSES `� _ � 1 1 - � 1/ 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING 1 12" 1 x 1 2^ RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)10d BOTT. CHORD FOR 4 TRUSS SPANS & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL ++ ++ (D = 0.207 , L = 4 1/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /JACK TRUSS / SEE PLAN FOR 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 0000 SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g _ IINIMUM 2x ,ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2)16d PER JOINT .,.........,.,. �.... �....,.,.... �, .,..,,,.., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE +TTACHMENT 2 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. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. orz SCALE: N.T.S. S5 PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 112" SIDS SCREWS TO — ` TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE 7 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 9- BRACING w/ (3) 10d x 3" AT I = EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.G� TYPICAL GABLE TRUSS WEB -j 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 /'__7 AS PER HIB 91 SCALE: N.T.S. S5 j 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MEN i MM NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT Z $ ZOZZ VR/\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N 0 N ^.v�l ae-� J .117 aoy r;LO 0 Q W m W 0 z E > d ; 0 - M N di N U a �° m ° M C z o 8 rnrn o VJ 0 g Do Q .N .0 p LUcO U'N C V >` of c c W W 0 W V W H W J w z� 0 f- ¢ .i z � z cc=0' 0�WCU_V0�0 R 0 0: Q Q � a 0 z 20 o c�WC'1ozow°-°�mz�� a- 65Ww H Q Q a0 _ L6ZW eozz owoom LL OW �F-P gWp OoQz�ga o ¢ Q 0 �¢w 0! O Cq ZW 0� Ln O z M � U) LL. L1? F- W Q_ C'M r ZYa-2� V< W W _jC) CD Cfl co i O o N 0 N 0 N 00 O — N_ QO a o I! I ' Z O N W o 0 Co r N M i I I I co zF- Qz O zw 0 4_0P_ j -o 0 L1.1 U W O O (.)(-)U)Lo -0~ DW 0 o Z aa xIL r W=w m�W I-- rl � Zp0 ■ ■ W ~0 M§m CO C 0 O Q U gww w U_ z az T_Z Z F- pU ow z z z z W W 0 N O O LAST PLOT DATE z 0 STRUCTURAL DETAILS 1/4" MAXir 2,-0„ SOLID II ARCH B B G. & BUCK � DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. APPROVAL FOR CONN. 1x4 P.T. 3-1/4" LONG X 3/16"0 - FURRING TAPCON. INTO BLOCK@ SPACING PER MANUFACTURE 111 DETAIL DOOR JAMB (REFER 1x4 �1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 3/16"0 X 3" LONG FURRING TAPCONS STAGGERED @ 16" 1x8 P.T. O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACHFURRIt *22"DGE TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/41' DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU — 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTW'N. ARCH BLKG. & BUCK \ 1 X 4 FURRING _ 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) ' 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 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW—,--BTWN. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA, SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 RER (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT +5A FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. ;';}•V °',:., :: ; .:.. ;;:: ' ` . 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. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN I 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = T-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. —11 ff ff 1 ; i .D g_ . D I I I - _I I I-1 I IF" I�II�II�; GRADE °. Cl) D N �D . \ ° n D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN ,R YP.) rHE :S I IAIAr`r`CDTAD1 C IAICTAI I TInK1 FILLED CELL INSTALLATION H SCALE: N.T.S. Ste+ SEE ARCH PLAN AND ppi� t-v_; rpj.�5 OES1 IN 2x Si ALU&' t D'., s_ — ALUM PFF"FLAN SS Ni I°I I• (°HAPd!NEL --I. DIA � Fri. ,TENEE) PCB: �JOTE 2 B,ELt I I CONT VENTED OF �x PLti)C KING NAILED T�� T- nlra�..,, H i'llt '.FF't' ,F: w' '• I2a %AIL: TYP 1. G.C.1 BUILDER TO VERIFYPPROVIDE SOFFIT MATERIAL SPAN CAPACf' ON THE DEtiI 1N PRESSURES SPECIFIED FOR COMPONENTS AND C! Ll'-.TED N THE -,E� IGN I_.{ ITEEIA C"J SHEET SN F« ^ ti !,:k �, IlAt;Hl,•it NI +I I t- k, +11 f'HA Al I�',I INC FL/t 11•', F';. + al x:;T APPRO w^ALfl F C1 •ANNEL I-A-,TENED 7l>: 11v! w, T NAIL 097' DIA s 21 vv .o_y" %N. EMBEDMENT WCt', D twr° r'J;k 16 GA_ 3 J xV4' CRO'.NN STA.PLES @: 24" MAX_ O-C. I � PATTERN EACH GROCO, SF1 STRUCTURAL SOFFIT SCALE 3/4'- 1' 0"") FOR ALUMINUM SOFFITS WI REV. 09 23 2021 r> V-4", INSTALL MID SPAN BLOC: THE SOFFIT FL PA INSTALLATIC , 1 - `REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�ERyq TO TRUSS TOP CHORD + N � + + �yOTy PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL / SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP RrAI P. 1/d CCC 4ZWCCT Ill AKIn z 0 U) a U_ 0 W Q U U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" H TITEN INTO K.O. BLOCK _21 RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID WIGROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN 1 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH ° ° D #5 BAR X 10., •D D . e p D ° ° CENTERED W/ D ° ,� 91r H904 , IN TOP o KNOCKOUT / EN CHAIR BLOCK MONO FOOTING I —III D D SIZE AND REINF. PER PLAN III —I •' ° ° AND SECTION DETAILS -I I c CLEAN FILL D ° D DIRT P z ° STANDARD o °. . 99 HOOK N #5 BAR IN FILLED CELL , -, tl a . tl tl n• tl tl .O a STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. OCT 2 8 2022 \/V\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N Nr r :"- 0 ao yto O°tip;• I Jco o A P, � Q W LU O z Q E `C N 0 �0 ft'' V) V �g M r 0 V/D O LLg N Q U .0 } >U^1, V LU � N CO +71 7W L ch V a a Lj Uj W LU WO F- F-¢ X ��~zCC �WI� (' W Q Q U �Og_j 0��U)U-UOOLL JO �O()¢ ZU_LLOz�_10 I- 1- C1' OO c1WItW�zOW°-�00zS Woa.>WWozzLLWpw0ma (n Z ��< W�9_WZ, on. �F _YZ2Q d LL OW I-.. 0 0 o¢Q9 O¢ F O Z W 0F_ D) 5 ti �I--CMO Q U) M z ('7 oo - zVI< W W JQ (0 I I I I I i O o N 0 N 0 N 00 e- M C) C:,C:) o � tl- o ! I 1 z O N LU w o 0 o I I I ' n Ulm) qq- > 1 U co } z ►— Iv / // Q Z LU O 00 U U55 0 or< Z It - a_ 'O/+� y , W = Q (D FF-- ~ 2 H ZOO W aoD za�0 O Q v gW� z �Z F- Q 00� MMO W Z Z z W W J 0 N O O LAST PLOT DATE z 0 STRUCTURAL —J 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 • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 BF32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads CA�7'-CRf'Ir SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-06 8F16-0B 8F20-0B 8F24-0B SF28-0B 8F32-0B 8F8.1B 81`12-113 8F16.1B 8F20.1B BF24-1B BF28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 6974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 1 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 1 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'4" (136") PRECAST 362 582 945 1366 1 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 1 755 1075 1428 1838 2316 2883 471 1 755 1075 1428 1838 1 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 412 710 1250 1733 2058 2320 2513 17'4" (208") PRESTRESSED N R NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CSAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6OB 8RF10.OB BRF14-OB 8RF18-OB 8RF22-0B 8RF2"B 8RF30-0B 8RF6.1B 8RF10-1B BRF14-1B 8RF18-1B 8RF22-1B 8RF28.1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4 (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 11 33 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 1 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 1 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 8" PRECAST & PRESTRESSED U-LINTELS C''"s�� /►R4" ■ � 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 F2*-T(288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRECAST w/ 2" RECESS DOOR U-LINTELS C, ''"� ■ � 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'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-S" (116") PRECAST 370 490 1 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-441114" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BF8-1T 8F12-1T 8F16.1T 8F20-1T 8F241T BF28-1T 8F32-1T 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24.2T BF28.2T 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 7636 1 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 1 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1 1422 1738 1 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 761 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 54511 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 CA=T-CRff� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22.1T 8RF26.1T 8RF30-1T 8RF6.2T 8RF10-2T 8RF14.2T 8RF1&2T 8RF22-2T 8RF262T 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 1 2525 3374 1 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 1 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 589 1135 1 1514 1893 1 272 1 2652 (#) 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 e. a e. d e > D > 4 > D ,Q . . 4 D - D O O o h o o b o o h o 8F16-1 B/0T 8F161 B/1T 8RF14-1 B/0T 8F8-1 B Q �/ n0 >- D e Q > D � e 8" PRECAST LINTEL W/ (1#5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS Q Q 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 MI N. (1) REQ'D D° � 4 1-1/2" CLEAR tQ o G.M.U. G v_) 0 X o 0- ° = In O ca N a w #5 REBAR AT I- ��uu OS w c ° BOTTOM MIN. (1) �¢oa�z REQ'D Q - J J J z - w ':1W 16 GAUGE ~ ° POWERS STEEL � BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � C.M.U. U Q GROUT 00 ,ten #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHSI TYPE DEGNATION 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 6L Z= z= iD 0 0 97 I F F / / / I _ I I I I I I OF I I Id I Id Id I Id I Oil O Id Id O Id II -- d I R L-=_= I I pill H I I ° I I F I �u I I � I I I I I I I OCT 2 8 2 Z zVirtualiew Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 G 10'-8" In ELEV B LINTEL PLAN PER ELEVATION B 00 00 Aft 5805 00 6 :00 ) CD ULO ) ow- 0zz J °D w W Z Q n' N E CN ai „M N f 1 -0-0 � d oM. E _O � QQ O wg m Q s U dj *tn w Q!;� � t\ 0 � a) r-1.-a 'D ow � WOF- W �� tY � ��''zX Z W U' W �OmQ�QO¢�QtLU0��0 ��O�O�OWO�Om��¢a u, z C'J 0 0 �Ua>zYo_Zz'lpwoWa O Z J�QWz, U0� � LL ¢oW�WZ2Q oWo�oQ9 Z N O� � � M O z >- E-�ad; Z U � W W JC:) C d' O O Z O N lY w (n Q z O w W 00 O U V U LO � O ° � Z WP-,a 0 I"' WWQ ,111;t H � �O� W ■ ■ 00 Q O gw� Ow Z U Nz oU o� W z Z W W -.CD 10 N O LAST PLOT DATE . August 8, 2022 Z 0 STRUCTURAL DETAIL ELEV. B (LEFT) 97 I F F / / / I _ I I I I I I OF I I Id I Id Id I Id I Oil O Id Id O Id II -- d I R L-=_= I I pill H I I ° I I F I �u I I � I I I I I I I OCT 2 8 2 Z zVirtualiew Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 G 10'-8" In ELEV B LINTEL PLAN PER ELEVATION B 00 00 Aft 5805 00 6 :00 ) CD ULO ) ow- 0zz J °D w W Z Q n' N E CN ai „M N f 1 -0-0 � d oM. E _O � QQ O wg m Q s U dj *tn w Q!;� � t\ 0 � a) r-1.-a 'D ow � WOF- W �� tY � ��''zX Z W U' W �OmQ�QO¢�QtLU0��0 ��O�O�OWO�Om��¢a u, z C'J 0 0 �Ua>zYo_Zz'lpwoWa O Z J�QWz, U0� � LL ¢oW�WZ2Q oWo�oQ9 Z N O� � � M O z >- E-�ad; Z U � W W JC:) C d' O O Z O N lY w (n Q z O w W 00 O U V U LO � O ° � Z WP-,a 0 I"' WWQ ,111;t H � �O� W ■ ■ 00 Q O gw� Ow Z U Nz oU o� W z Z W W -.CD 10 N O LAST PLOT DATE . August 8, 2022 Z 0 STRUCTURAL DETAIL ELEV. B (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (I)#5L (21#51­1 DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (I)#5U DETAIL'D' DETAIL'B' VC' 2'-19' 1 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 1 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST 12) D4.5 WIRE 2 No. 3 1566 2859 2850 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'4r PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2C00 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 61-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 741 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7141 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 81-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 894" 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. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 17-9" 10'4" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 174' 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 16-O" 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. S N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. N.R. 27-9' 20'-8" PRESTRESSED 121 No. 3 (2) 7116 strand + 203 203 155 215 2 No. S N.R. (2) 7116 strand + 24'-0" 22' 8" PRESTRESSED (2) 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-PI AIN IINTFI./ QUANTITY OF #5 BAR AT S - SOT ID IINTFI r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL W IDTHJ L QUANTITY OF 15 BAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTFI. CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51. (1)#5U (0)#5L (I)#5U (1)#51 (I)#SU (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIIJ' DETAIL'H'&'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" 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 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 1 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 T 8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'4" 7'-0" PRECAST I2 I D4.5 WIRE 2 No.4 2625 2625 2421 2607 9''4" 8'-0" PRECAST 12)D4.5WIRE 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 l No. 5 1568 1568 1222 1568 12'-0" 10'4" PRECAST 12) No. 3 2 No. 5 1439 1439 1075 1439 174' 1 F-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'4l 17-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'4" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8•' 13'-4" PRESTRESSED (2) No.3 (2) 7/I6strand + 1419 1419 850 1347 2 No.4 164' 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1291 1291 /75 1270 2 No. 17'-4" I6-9' PRESTRESSED (2) No.3 (2) 7/16strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-Er' 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 961 961 446 8/2 2 No.5 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/I6strand + 720 720 366 716 2 No. (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 -401 DETAIL 'H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PI AIN LINTEL/ QUANrirY(7T #5 BAR Al S.SOIIDIINTFI. -1 rLOWER LINTEL CAVITY [8x 16-P-1 L/ l U] NOMINAL WIDrHJ LQUANTITY OF #5 BAR AT NOMINAL IILK.411 LIPPER IINTFI CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(0)L SOLID #5(2)U(1)1 DETAIL 'DE' DEIAIL'DIE' DEL IL'DE'&'DF DF.TAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST2 D4.5 WIRE 2 No. 3764 4 I 6 5� 5637 5637 4'-0' 7-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7 2%10' 74" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4' 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" N-V 3-a' PRECAST (2) D4.5 WIRE (2) No.3 1965 3390 3053 3053 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54' 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 64" 8'4" PRECAST (2) D4.5 WIRE (2) No. 4 1000 IODO 1 686 1 903 TYPE DESIGNATION 1'-I'LAINIINTFI/ OUANTFYOI 95BAR AI S-SOLIDI INTFI r LOWER LINTEL CAVITY [8x16-P-1 L/ 1 U] NOMINAL WIDTH ] LQUANIIIY OF#5BAR NOMINAL HEIGHT UPPER LINILL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS I INTEL CLEAR LINTEL TYPE LINTFI STEEL TOP LINTEI STEEI GRAVITY GRAVITY UPLIFT UPLILI LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (I)#SU (11#51­ (I)#SU (0)#5L (1)#5U (1)#5L (2)#SU (1)#SU DETAIL'E' DETAIL'F' DETAILTAIL'E' &'F DFTAIL'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'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'4" 3'-7" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5-C 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 121 No. 3 2787 3088 3369 3369 C-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1797 1792 1862 1897 7'-0" PRECAST (2) D4.5 WIRL 2No. 4 16/9 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9.4. PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'47 10'-0" PRECAST (2) No.3 2 No.5 1074 10/4 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 1 F-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 13'-4" 12'-U' PRECAST (2) No.3 2 No.5 859 859 591 896 14'4" 12'-8" PRECAST (2) No. 3 7 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 120/ 1207 605 938 2 No.4 15'4" 14'-0" PRESTRESSED (2) No.3 (2) 7116strand + 1095 1095 551 887 2 No.4 174' 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + 836 836 426 763 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 12) 7116 strand + 655 655 340 645 2 No. 20'-U' 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. S 22'-17' 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 2 No.5 (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 1� M A DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINT LU QUANHIY of #5 BAR AI S- SOIIDIINI LL -1 r I OWFR I INTFI CAVITY [8x16-P-1L/IU] NOMINALWIDTHJ J LQUANTRY OF#5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINIEL CLEAR LINTEL TYPE LINTEL SI LEL TOP LINTEL STEEL GRAVITY GRAVIIY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#SL (I)#5U (0)#5L (1)#5U (I)#5L (2)#5U DLIAIL'L' DETAIL'M' (11#5L (1)#5U DETAIL'N' DFTAII 'I' &'M' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'4" PRECAST 12) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 514" 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 6'4" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) 04.5 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" 71-9 PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 17-0" 101-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 ? No. 5 17/5 1775 1279 1775 13'4' 17-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No. 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18' 0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1006 1008 573 1048 2 No. S 21'4" 20'-0" PRESTRESSED I2 I No. 3 (2) 7116 strand + 877 87/ 501 966 2 No.S 27-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand +(2) 247 27-8" 1 PRESTRESSED (2) No. 3 Na S 740 740 393 777 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P PLAINI LNILL/ QUANTITY OF #5 BAR AT S - SOLID LNILL -1 rlo-IINIL1.('A1 IIY [8xl 6-P-1 L/1 U] NOMINAI WIDTHJ j LaUANTITY OF#50AR IT NOMINAI HFIGHT IIPPFR IINTFI CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 74VIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: PM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 3000 PSI GROUT (PLACED IN FIELD 2" 2" 1 7 5/8" 1( P I I C: ItARS: ISFF SC IFDIILE) (1) N5 CONIINIIOUS REO-D PER SIR(JCIURAL PLAN 32" STIRRUPS AT 4'4' cc ED OR WI I I)FD) )TTOM BARS :E SCHEDULE NOTES: I. MINIMUM COVERAGE OF STEEL - I.')" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A61.5 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE 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. 3000 PSI GROUT (PLACED IN FIELD 2" 2' 7 5/8" /- TOT' I I G BARS: (SEE SCHEDULE) - (I) I15 (; ON I INLIOIIS REQ'D. CH PER SIRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR W I I M D) BOTTOM BARS SEE SCI II Dlll I H NOTES: 1. MINIMUM COVFRAGF. OF STEEL - 1.5" 2. MN. 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 CAPACIIY CAPACITY CAPACITY CAPACITY (0)#5L(I)#5U (1)#5L(1)#51.1 (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL 'Q' DETAIL'O' &'P' 2'-10" F-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-7 PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 504" 4'-9' PRECAST (2) D4.5 WIRE ? No.3 /681 10000 10000 10000 5' 19' 4'-6" PRECAST (2) D4.5 WIRE ? No.3 6251 10000 8615 10000 6-6" 1 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 1 10000 6/41 10000 7 6" 6'-Z' PRECAST (2) D4.5 WIRE ? No. 4 6266 6603 4891 6909 7'-8" C-4" PRECAST (2) D4.5 WIRL 2 No. 4 5967 6199 4657 6477 8'-0" &-8" PRECAST (2) D4.5 WIRE ? No. 4 5430 5524 4236 5756 8'4' 7'4" 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 1 I'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 17-90 101-8" PRECAST (2) No. 3 2 No.5 2436 2436 1/2/ 2436 17-6" 1 I'-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'-U" 17-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/ 16 strand + 2199 2199 1219 1846 2 No. I /'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No. (2) // 16 strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 1348 1348 753 1330 2 No.5 20' 0" 18'-8" PRESTRESSED 2 1 1 No. 3 (2) 7116 strand +? 1254 1254 702 1'271 No5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1092 1092 614 1167 2 No.5 (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 1023 1023 576 1121 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 `•lr :'?i�Y �14a1 1 DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)1, SOLID #5(1)U(1)L SOLID #5(1)U(0)L #.5 111 U (IF L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DS DETAIL'DH'&'DJ' DETAIL'DK' 3'-8" 74" 2'-0" PRECAST (2) Dk.5 WIRE (2) No. 3 5713 1OD00 10000 10" 41-0" 7-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 4511 1OD00 9686 1D000 4'-7' 7-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3-al 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 1 7835 8173 4'-8" 3'4" 3-0' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6,,382 6382 5'-8" 4'4' 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8' 5'4" 5-G' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (21 No. 4 2292 2292 1918 2121 91-8" 8'4" 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1 1563 1113 14.55 TYPE DESIGNATION P - PLAIN LINTLU QUANIIIY 01­#.5 KARAT S - SOLID LINTEL r LOWER LIN I LL CAVIIY [8x16-P-1L/1U] NOMINAL WIDTH j LQUANIIIYOI #SBARAI NOMINAI HFIcHT UPPERIINTELCAVIFY TYPE DESIGNATION P I'IA:N11NH/ OUANTITYOF#S BARAT S SOLID LII NLL r LOWLRLINILLCAVIIY [8x1L/1 U] NOMINALWIDTHJ I6-P-1 LQUANTITYOr#SBARAI NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 81'x20'1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD SOLID #511)Il(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L # 1 1 L SOLID #5(2)U(1)L DETAIL'DU DEIAIL'DM' DEfAIL'DL'&'DM' DETAIL'DN' 31-8" 74' 2'-0" PRFCAST (2) D4.5 WIRE (2) No.3 766h 10000 10000 10000 N-0" 2'-8" 7-C PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1D000 7552 100DO 4'4" 3-9' 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 1DD00 5613 100W 5'4" 4'-4" W-9' PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 :3434 6540 61-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 8'-4" & PRECAST (2) D4.5 WIRE (2) No.4 2158 1 2158 936 2036 [M]11 ii i 1N1 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION I' I'I SIN NCI 11115N11 T" W ITS Ft\P 11 '-1f III III � rILIAP IJTTI AV'Tl [8x16-P-IL/IU] 'I"V Ai :LI. �� LLIli1 Il li II- 1'� 6-h AI V UNIT '1450' - 1ST FLOOR PLAN ELEV B 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x811 RECESS DOOR HEADER TO'IAI LENGTH CI I A R SPAN DOOR SI/I LINILL 1YPL I INII I SIT.I I TOP WIRI / I3AR I INTFI STFFILPLA BOTTOM BARSOLID RAVITY SAFE I-OAD UPLIFT SAFE LOAD #5(1)U(0)I SOLID N5(1)U(1)I SOLID # 5 (1) U (0) L #5 1 U 1 1 SOLID tt5(2)U(1)I DEFAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2-4- 2'-0" PRI CAST (2) 04.5 WIRL (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2' 8" 2'-4" PRECAST (2) D4.5 WIRF (2) No.3 159/ 1801 1801 1483 1483 4'-2" 2'-1W 7-6' PRI CAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1:376 1376 4' 4" 3' 0" 1 2'4" PRI CASI (2) D4.5 WIRL. (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3' 4" 3' 0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1:363 1363 1 131 1 131 5'-£3" 4'-4" 4'-0" PRI (:AS1 (2) 04.5 WIRL (2) No. 3 864 995 995 831 831 6'-8" 5'4' ; -0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 547 669 669 467 537 9'-8" 8' 4" 8'4)" PRLCASI (2) D4.5 WIRL (2) No. 4 396 489 489 261 393 I.F U- U DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x241' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STFFI BOTTOM BAR GRAVITY SAFE I OAT) uP11F1 SAFE LUAU SOLID #5, (1) (1 (()) L SOLID It!, 11) U ( 1) L SOLID # 5 1 1) 0 TO) L #` I U 1 L S0111) #5 (2) U (1) 1 DCTAII 'DO DFTAII 'DP' DFTAII 'DO' &'01" DETAIL'DO' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 96'0 1(Xx)0 1()(xx) I00W 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2) Nn. 3 7599 1(U.x) I(xxx) 10000 4'-7' 2'-10" 7-6' PRECAST (2) D4.5 WIRE (2) No. 3 6796 I(XXK) 9505 100(X) 4'-4" 31-0" 21-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10(xx) 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 I(XHx) 7066 1DOW 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 30// 100W 4325 1()(X)() 6'4' 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7W7 2901 6831 7-8" 6-4" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 46/1 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION II 111j1I [8x16-P-IL/IU1 Jj L TYPE DESIGNATION P-I`LAIIJ LINT LL/ (.QUANTITY OT#5 BAR Al S - SOT ID LINTEL r LOWER LINTEL CAVITY [I8x16-P-1L/1U] IJ(�MINAI WII )Illy L(>I.IANTII Y C)(4S BAR AI N()MINAI. ILL K:III UPPER LINTEL ,'.AVIT'f OCT z e zoz Al Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Ed by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Tolol length Type 8"x8" PI AIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6' Precast 1325 4624 4'-0" Precast 1041 3358 4' 6" Precast 858 2635 4-8" Precast 810 2459 5-4" Precast re I 3 66. 194 0 5'-10" Precosl 583 1624 6'-6" Prccasl 486 1396 1'4' Precast 403 1134 Precast 392 1100 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-61' Precast 156 600 II'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 87 475 14'-0" Precast /1 429 14-8" Prestressed N.R. 417 15'4' Prestressed N.R. 369 11'4' Prestressed N.R. 257 19'-4" Prestrossod N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Plcslressed N.R. 138 22 O""' Prestressed N.R. 127 24'-0" Prestressed N.R. Too N.R. = Not Reromrnended N N C) N Go 00 'va O Na J aoH . I , ¢ y 01 05 z W W IY 0 Z � E V! L •� l Q 0 M N 4- Ln f7 V ai Z) `O u 8 0 g N Q U < n' W lJji V 00 C� c Cl) L O C 0) 0 O ( (M/) ) W <QQ W� W J W m� O F -j xg zIx a z QC3X-zX-Z; LL E- o°�� OwofWgz0x00Mzz¢� O z aILL F-WpLU YZ�Q�Q FY¢-�Z oLL ¢ 0 0 0¢ ¢ F- LL C) C) Z N OW cMO Mr-- a r/�� C� 'v'^^J G vJ F-WIIZ.o 0. L.^L _ Z U F- WW_jQ C) co I 1 1 0 00N N io o N o N CD N c� .- O o °' o� � o Z 0 N/�L Fn � N C6 L0 J d- co�W o W z zz O _ .O O U U U_ LOO OC:IT F- a 0- r W=F- m~� F- 0 J T ry/ LJ- Z Q = . W gm § 0 Q O zwo �. � UaZ z z Z F U 0 _p W z S1 z W J 0 (0 N C14 Q LAST PLOT DATE Z� --- STRUCTURAL DETAILS ELEV. B (LEFT) FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER r -!' Q� WEATHER Cn DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall > U BARRIER WOOD FRAME CONSTR. :; (0.6 cm: 30.5 cm) include flashingas described in Section R703.4. +"'' � TAPE EXTERIOR SELF -ADHERED FLASHINGii 3/4"-1" BEAD OF CONSTR. L L a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING Q O 0 OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CCi - ("SEMALEDNWDOW) NAIL BRAND OR EQUAL WEATHER EXTERIOR '_ -4-co ' z s PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of � U z co draining to the exterior water that penetrates the exterior cladding. co "� WEATHER SELF -ADHERED FLASHING BUILDING PAPER 0' RESISITIVE O z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other "L UNDER DECKINGcL SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, 0O SELF -ADHERED FLASHING (SEE DETAIL WP07) O I 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 CU O }L . %4- M approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt C/) O > HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other a roved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and buildin '- E O RIM JOIST Pp P P g s` 1. Cut, fold up &temporarily secure weather resistive barrier above header allow bheadto for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. _- U p Cc;THESE DETAILS ARE GENERIC AND L C'a `� �- flashing installation � -0. S� Cf) Q MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 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 AND WATERPROOFING METHODS TO weather resistive barrier sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED. 3. Fold weather resistive barrier back over head 2 2 �2 individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing installed in flashing and seal with tape Y P Y Y P P P Y g accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTSSELF-ADHEREDFLASHING WP02 SELF -ADHERED FLASHING WP03 FLANGED WINDOW Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance WPM EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING RUBBERIZED 3/4"-1" BEAD OF CONSTR. EXTERIOR SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB$ HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW - g g PP (SEE DETAILWP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the 12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING 9 PP g PP F RTOTECHNICAL RE E EXTREMESCORED en of water into he wall caul or penetration of water to the building structural framing components. LETTER ON CHEMICAL try t Cavity p g g p 0 WINDOW COMPATIBILITY ° RELEASE PAPER -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER ° with BEFORE FOLDING, SCORE F FLASHING ( D SELF -ADHERED LAS G •:: :' :� .:.' . ; : 1 SEALANT AT ° ''���f �`:a-,.:`'�'4ii'T:::::_. SELF -ADHERED FLASHING, -� , ,the building wall Nith a sealant complying with AAMA 800 or ASTM 920 Class 25 Grade NS or greater or proper joint expansion and •i.: ) EXTEND A MINIMUM 6" RELEASE: F APER TO EXPOSE 4) SEALANT JOINT ;'. �.: WINDOWBUCKTO ADHESIVE. AS SHOWN) contraction ASTMC1281 AAMA 812 or other approved standard as appropriate for the a of sealant. Fluid -applied membranes used as 'i..'"''. .;• - VERTICALLY FROM PPtype PP OUTSIDE EDGE OF �.:: ','": �'•+•; MASONRY - so BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface cf the exterior wall finish. Approved flashin s WINDOW BUCK '�.;�:.•.�;...... ::: „�::::.:::. ° 9 P Y g PP 9 2) SEALANT JOINT THRESHOLD shall be installed at the followinglocations: FROM 5 SEALANTRO . ....... INSIDE EDGE OF •�• y :;::� .;rj a :;;� ;:;:,::... WINDOW FRAME `' "' •i WINDOW BUCK SECTION -A (SEE DETAIL WP02) ACROSS WINDOW BUCK . ' AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER CODE O shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS following: BEAD BRIDGING ° 2 ° 9: CLADDING AND WINDOW z "''' FRAME SELF -ADHERED FLASHING 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T NAILING FLANGE manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are WINDOW BUCK ALL THE WAY 1 AROUND, INCLUDING SILL. 4 not provided, pan flashing shall be installed at the sill al exterior window and door openings. Pan flashing shall be sealed or DO NOT FLASH OVER / 2 SEAL TOPS OF JOISTS 1 6 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 BOTTOM NAILING 8 UNDER DECKING drainage. Openings using an flashing shall incorporate flashing Or protection at the head and sides. FLANGE (SEE DETAIL WP07) 2 7 g g g p g P 9 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK W P05 INSIDE CORNER WP06 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. QC 8 702z JAMB, SILL AND HEAD DETAIL Lath APPROVED RING SELF-APATCHDHEREDFLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER P� Virtual Review Assis I 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE-----�. 3 2 ° ° '° Revi lnc. °. .. 4 .° `' °. S Review com DOUBLE 9 ;4' ° 0I c0 pleted a "V" SEALANT SOCKET WITH JOIST ° 4' •: 7/8" Cement Plaster fiance with the 2020 approved TOOLED APPROVED SEALANT SINGLE WOOD BEAM °` ° in accordance with 7/8" Cement Plaster y Debra Anne f( C 7th Edition 1 Foundation Wall ASTMC926 in accordance with lahr P 2300 JOIST BELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING a n ° < 4. ASTMC926 ° - Felt backed metal „ 2 _ �.:; _'~ lathe in accordance Felt backed metal 3 MIN SELF-ADHEREDM7 SELF -ADHERED 4 ' with ASTMC1063 lathe in accordance with ASTMC1063 FLASHING FLASHING ; Building Paper 5 , �'; 7/16" O.S.B. Building Paper sheathing _ 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING \/tr/P07 SELF -ADHERED FLASHING \/�%P0Q FOUNDATION WEEP SCREED WP09 Metal sheathing = EXTRUDED SHOULDER DECK JOIST V N OUTSIDE CORNER Y Y V Flashing Weep Screed Installed As Per �.■r■Eri SELF -ADHERED FLASHING 2x FRAMEWALL Manufact. Specs. F-11STRIP OF SAF }+ LEGEND Maintain _ Stampede or similar PRODUCTSDETAILS TILE FINISH SELF ADHERED FLASHING (SAF) 0 o Bottom of cauk bottom /71 DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only VJ BARRIER (WRB) - - - 1 1 /2" t0 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO BOND BREAK WEATHER RESISTANT BARRIER- „ � BOND BREAK WRB SELF FURRING (SF) LATH Above ROOF Weep Screed 1/2 DUROCK > Sheathing m PLASTER ACCESSORY Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION 2020 I SF LATH SHEATHING, 'OSB', PLYWOOD, DENSGLASS ® g Manufact. Specs. V-4" PER PLAN ? Detail Instructions WRAP DP WRB ONTO 1 /2" Cementitious Refer to the number marked as # in each detail that corresponds to the 1'-0" PER PLAN 'v I THE VERTICAL Cement Plaster O P SURFACE TO TOP OF Decorative Finish FLANGE AS AN AIR in accordance numbered items in the list of instructions below: iZ, BARRIER with ASTMC926 •v., o.p, All inside and Q 1. Install self -adhered flashing in order as shown by numbers 8"CMU SLOPE over wood 2nd 3-1r2" INCH FLANGE outside corner will 2. Install flashingand weather resistive barrier to form water shedding =_ ° I floor �•'�o, need to be miter 4" OR 8" CMU --- '.g - _ _ " '°° cut and caulked all ♦"'' laps (PER SEAT DEPTH) -- ° (' ' . - '+••o.• •` butt joints need to U 3. Self -adhered flashing can be substituted for building paper --- z z STRUCTURAL FRAMING = . o, o•• a ¢ - .Q'• becaulked using 4. Split the release paper using the ripcord (Split release on demand, - i' J _ I� ° °•o '0 FILL WITH GROUT ___ d a a I" ,� STRUCTURAL SHEATHING _ Stampede or sim. embedded in the adhesive layer) - for ease of installation and to ___ ° cr W THIS GAP IS A RESULT OF minimize scoring cuts -- ' .A W d PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF _ CBUIk fOf aII 0 5. Remove all release paper per standard installation instructions and -- Do NOT SEAL. _ _ U) CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" 0 LU ROD & SEALANT DRIP SCREED PLASTIC W BOND BREAK WRB ACCESSORY Minimum) SLOPED MUD BED =_- 4 4 _ � � (n 6. Fold as shown by arrows w i SF LATH CD 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN = A g II Note: 8. Mechanically fasten as necessary �__ - - - - - - The building paper and metal lath must be w Cement installed over the top of the weep screed. --- PLASTER STOP Plaster Q 4 4 4 d & SEALANTS BACKER ROD A 1 st floor over ock Z 4 Z 4 CEMENTITIOUS FINISH Q FJ J a SHEET NO. SHOWER SEAT WP 11 SOFFIT/CANTILEVER WP 10 WEEP SCREED DETAIL SCALE: NOT TO SCALE WP1,0 xgawgAffff Mounting Brackets 1" 1 r3 Caatrt" e 4-1f2'x4-17.2'x 2-12" Stitt- Aneitur Schedule Bolts 1 f2"r [,Ala. A32S +Gals ffyw 0 4 14 self-ffrabng screws `''J .i:�nl%"Iht1.11 IE,I, w Hurricane strap (Typ+rxl" 3 in front) )Front Cross Support y , B. t111�1I,C 'Left Bracket { 1bC�au I d�l"'�` )t' (;I,,ut t at14SAR)AIngScrews 71ruBidil,wIS Back OcI .Support into AX Unit Bottlarn Side r rypi(al: 3 1''D(h silo for hurricane use) 4r"�'�1slherW ". r,,,:'1I, ". _-.nl..l ;i; ca.l, Hafir ,.wmwit It,,.,, 1n ,n s-al if a rs1 ,s J I?r .nl m�,' asa1111s1e ettlaFa rs4uot 141 t t.nal Ir +•11 al.plr EL91222•AS Curie "catversion AfBnnallon 2020 Smart Vent Products, Inc caregory: Structural Components aUDCMegery: Vledlyde MUOMCOO as a ICI a New Technology Cr1mp11arscs M."-& Evaluation Report aom s Flondl Registered AlehNe1 a a Licensed Floods rLdaaz2•Ra Products IV.ssidlal Engneer �� Product Murlal. Nlmbr a N•me 1 ':Sawn Va,^I Alorfat r15M511. arwnVor'I ilodei rl'40511 3 :.",Inn Nlodat r15405: r. 4 S,MnVMl Model r15405:1 Sre'1Vanl ModN r15405:! e :.nwnVrl MndN rt'�IlT 5I0 Y titter Venl Medea rt 5lP571 T Sark Cross Support Ntayh� ctrG'10 hr l Right Bracket 06 Gauge) Florida Department of Business & Professional Regulaaon Building Codes and Standards Product Approval Application Detail Pepe 1 �f, "2114J20i1 . EMIT urur N �ltl Date PendMn Dal. cant-1 imhissrr dL L,ceir_ Validated EW aNbMMW PaC Inno-I AaL ,,d Sam r.4"I cl C-hem Hern•es = Naerd F E Lcc:se Bowdon P E 12116f2020 121/012020 1:,2af2020 Approved a7:144' 11VII pE 7. 1'':141 , 'Lien„ an+rN,}+smsn.,A^r ro^r Product Dasudedan Orel Fund -tint Ventaatfpn Vent uel DFund,olt Flood old Ventilation Vent esentsted Flood Venr Insulated Flood Vent 1'Barqud: Garage Door Flood Vent Word Woe Insulated Flood Vent 14.54lipwt; Geri Door Flood Vent orumv Assttrani "I'm arelission Date 12r3i2023 Aonroysl to, Use gg Jj 'per Aute,"d lor Use Outside H eves insisted ajailloix NIA past - Sawsu. +100Froo 12/312023 "ew Yon WA•1la'*10o 1713,n023 r'e+, " NIA +101CI 121512023 ras ,'ss NI •100F10o 12/312023 "os NIA NIA 171312321 ns 'ins NM ♦100i-100 121312023 r,.s des NIA NIA Florida Department of Business& Prolesreionai Regulation !'ICI, 2M4 Building Codes and Standards- Product Approval Application Detail FLO2049a.R5 Code I . „I I. '','i I '.'..,. Entity of .:,' 2111t ,, 21111 Dam Pending Diu I= Version Manuladurer contactfnpine4r a LYcense Yandato By V I, a Idamd Subarlitted F13C Approval Approved Status, Revision 2020 Thermo-Tru Corporapcn Stave Jospemon Lyndon F. Schmhx, P.E. Ryan J. King, P.E. UNt5120:'1 1213'Ir-50M f3412.212021 OC;O812021 A.,q-o. ed Category: Evte,or Doors (t+CLI n/ f1 8 FE-43•al;h) (8131 767-6555 S.Category Swnging Exterior Door Assemblies slasperwip t! r-Mru co Compliance Memod: Evaluation Report from a m Fiords Reolstered A :.ore+'t r,r .. ve,i Florida - Professional Engdner' FIa02446840 Products Quality Assurance Approved for Usa APPrgWd tot Use Igagt Deslon geg,e Product ModN. Number or Name Product Description Contract EXpirlltlon Dam In F1VHZ Outside HVHZ $egJmpt PIUSUIS 1 ar The ma T ,t FItw Class and Smooth -Star Nonrtal 68,002 ,a aq,rot,inspad&qu i, Opaque Yes NSA Composite Edge Fiberglas Single Door (I nsw,ngADutsvmlg; X configuration) 2 b, Therms-Tru Fiber -Classic and Smoom-Stsu Nominal 6&p39;8 &gootl/flpaottrquot Opaque 121311202: No Yes fcs r•%A Composite Edge Fiberglass Single Door with g cel4e(s; 'lInswrigifOutsvMng, XO. OX or OXO sunfigurations) 3 a ThermaTru Fiber -Classic and Smooth S;ai Nominal 311a3g;8 &quot;lmpaet8qua Opaque 1 W31 i-Yr) ;: las Yes Yes C wlgsostle Edge Fiberglass Double Door win a ns`IpUl 5dNites (Inew,rglOutservl"Ig XX or OXXO cwdigurations) 4 d. Therma-Tni Fiber-Claasx, and Smootl, Six, Nominal 8&#39;0 aquol;ImpautdquoL Opaque 12?'l0o?,1 No Yes vv, r.;A Composite Edge Roorglass Single Door :^awnglOutswrg; X coMlguratloni a Therma-Tru Fiber -Chalk and Smooth -Staff Notional S9N3E+.0 Rquotln't{raclR 1Ji1. pa:aq.Ja 12f3l r=2 No Yes Yes I;+A Gon po t Lee F beglaus SI )w mil, con" ate S 6 1 The ,ii-(I, T''a*:^asw and Smooth Ste, Nomelal 889'1a')&quotl1.padN4u0l l4,uque 12f31 r2= Slc: `+'es Yes NiA Composite Edge Fiberglass Dou ne Door with of Without Sdelaes (In" lgfOutsssrrg; XX or OXXO mrdiguradonsl 7 g, ThermaTru Fioer-Classic and Smooth Star 1'0mn d&a398 &quotJmpact&quot Glazed 1-.';'r r.: No Yes Yc' I41A. fveyrllw*w En{let r,PNarglaas S,n4* pap, ilns'r4ng,U d.�rrng, x wring:trrtu7,li 8 h, ThermaTru Fiber (,Wei if .,rid 5,ioott• i3tcsr Noma nal 6&a39,,Y'rquctlmpactdquot; Glazed 1..'31 QOL'i Nc vcs Yes NIA Composite Edge Fiberglass Single Dow with 5oeldersl QnsWnglOumwing; XO OX or OXO ronhg Iraticns) 9 I Therms-To'u Fiber -Classic and SmoathStar 12;3112022 INC Yes Yeh -`0% l _..vr Ml,i.dP Fnllr Flhrrglacc -;.� l,,r I '. '.wm nr w;nOUP Jmldds,I .scot lii s InO, xx 'JXXO Conn gU, 1 1C IInr,r,a lruttLtw Glasslcand Srnooth•Star hinn.n,Id,q,q;I�4:i'tqu ttlr,1..;rtl y,it, t.l',t._'1 12131 r2022 rl, Yes Yes :'`II'l Coiryxalakl Lope r rtxerglaws 7xe{llr Lw'J, (In51MrIgN�?ArLW,rlg X SAn}Ig�IITt1r,n) 11 I,Therms-Tru Flier -u ossic and Smooth Star Nomnal 8&x39,08quotlmpad&quot; Glazed IV31202Z No yet. Yes WA Co posit. Edge F,t-UW- Sngb Dos Witt, Sidel'de(a) (Insw rigtOutswing XO, OX or OXO configurations) 12 I ThermaTru Flber•C:asalc old Snloatn-Slav Nominal 81144131 iliquMlmpacL4quot Glazed 1=:3. P_DTe NO Yes Yes NIA Composite Edge Fiberglass Double Door with or vdthout Sidellies+(InsrvingfOutsvArg; XX a OXXO aordigu'sno's) 13 m. Therms-Tru Fiber•Clas,uc and Smood'e-9t.,r Nominal 0&1 &quotlmpactilquot Glazed Molded 1:+:, 12021 No vas Yes N1A Open Composite Edge Fiberglass Single Door (IrsvAngfOutaveirg; X configuration) 14 n The nne•Tru Fiber-Glassk and Smoom-.armr t'Iominal 661r3016 Equotimpact86qud; Glazed MoWM 1,":1' /;!D; ^ No Yes yes VA Open Composite Edge Fiberglasta Singh Door with d MSte Glazed Open efte(s) (Ins✓.inglOutsw rig; ' `C', Cx or OXO rxmriguratlpnsl 15 o. Thorma-Tru Fluor-Clessk aid Smooth -Star N�mnmal 8311&quctlmpad8quot; Glazed Molded 1?J3'I;^�;: No Yes "rs WA. open Composite Edge Fiberglass Double Door with OI withrod Glazed Molded Open Sldeld05 Ills'A glOut&Wng XX of OXXO oorhguratiOm) t6 p hel'na. i,u =:I,o: Classic and Snr oom-Star Nonin:al rACID S Rquat In p gctRqu r, Opaque 12(3111 No Yes vas NIA Composite EnC,. F dw gl sss lu gl - 1 i n.'. 1MIded Open Sdel,tolo (Irns nglcutsv g XO. OX of !'Ao configurations) 17 q ThermaTru Fiber{gassc and Smooth -Star Nominal lB&a39',6&quotlmpect&quot Opaque 1:111:C22 No vrs Yes `VA C.Triposite Edge Fiberglass Double Doorwith or WII:wt Glazed Molded Open SidelRes (InsvdngtO.Lvnng. XX ar OXXO mnha„rat.I rLaaux.Ra LIM Vetsipb Rrvr , Xio MI N.rnd-1..a Pars Category: EKII Doors 3u14Maeory', 5lkh,,; Es{r,'1W DOW'Assemblies CcinniAanca Wired, E.1ustrar Report to. a • lot de 4"Istaa3 Avchaed a a 1.1 wnsed Fonds FLN5332•Re Products -Nass,mol tinynaer � 1 SE41E5420 AL UMINUM SGD 2 SERIES 420 AL UTANUM SOD ]C I, tILJ 4.-1) AL P.O- V 000 nCINPOROICD 4 SERIES 420 ALD INC V 50E' PERiFORCED 5 ShnILS 420 ALJMIrrUM SGD REINFORK:EU Florida Department of Business & Profess -tonal Regulator, Building Codes and Standards Product Approval Application Detail Pape t of 2 IA;A21 Enft or Pindi gas fn„t nr, Epolpes.BJ.lsltme rr.edren Ru YdlMae�f Submitted li esnrvrw.l loomed BI-, B-I Era,+pa We Roberto Lomas at"' ur-t :If IMOaf2m 1044V2020 10"Dl]Nl 12n512020 Approved 171f M5.3303 PE462514 1717) 3 WA t•w•engr•�rmrd.rom React Description SERIES 420 ALUMINUM SOD OXO Guatuv AssuM I Aoprwved for Use ItIO,talde IWI Aimig-d tut Use NVM2 Yes Icl 0 II W- Resiil.at Pressure I+u NiA IMIQ024 145-3144quot;x80&qu*t: NON•REINFORCED SERIES 420 ALUMINUM SOO OX XO. XX In12024 W Yes No ruA su sprct .904". NOKREINFORCED •irf: 4 O ALUMINUM Ooo incoaroncro oxo .'%;r':: ::.� rb ',•• lie rMA 146-3434OI 106&qu t SERIF < A: UM NUM SOD RENFORCED OX. 12731I2024 No Yes I:o WA XO, XX 9Ea aunt+OfAnud; SERIES 420 AL'UM'INUM SOD 14EINFC4C LJ X I, 12131=4 1'ukr Yes Nc I N 3apud:af968.qud1 May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please pro�ifide the information and approval numbers on the building components listed bei -;. they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not k; ,0.Vv the product approval number for any of the applicable listed products. Cate o /Subcate gory Manufacturer Product Description Approval Numbers Ex ) a i1. EXTERIOR DOORS FTePressures A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 .0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 , i C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/3V,,' ;; D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31" 20�?:� I 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/ C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/202: --i I D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/312:126 -- i E. OTHER Cemplank Lap Siding and HardiePlank Lap Siding i 1 3. PANEL WALL James Hardie Building Prod. FL13192.1 - FL13192.2 12/31 A. SIDING N/A B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31 2G2 . I C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS GAF Tamko NOT USED Thompson Arch Metal Comp. 3 Tab, Dimensional 151b Felt Underlayment Off Ridge Vents FL10124.1 FL12328 FL16918.1 - FL16918.4 N/A N/A N/A 12/16i2022 6/29/2023 --� 9/9/.302; 5. SHUTTERS , A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31 /20221 I 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart �~ 1 12/31 I ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/311 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/.� 12/31 j E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information mug' available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) ;7�r manufacturers installation requirements. Further I understand these products may have to be removed if approval cannot be demonstrated during ins eclicri. of the applicable manufa q p y pp g p APPLICANT SIGNATURE DATE I T L:Ilil.; , t I'...I•--:.n'I:�tandulds P I,xluct Appi Oval Appl iCatlOn Detail Ft I_WO++_ 1:n E,Urnc..rrRLknfl'se WvHd,Y�y:l'r di Dn[n. D I F +n41r 1 Q.rl r. V "la ldd�l_I ..ul'i,"I{Jad F8(:A��,II AU,�roy.il JL,I �,: ,u18(tY.Bktl+dltClfa 15pira,vd rOr Ilan FJ57 ve=d 1'v� i,LIU. ,.t polggin lh, l cx .I1'!Si- LSe.' 4L'I 2,.r'ief tvwz Relzlam PY I-s1, fl I u, ..r. l rn'ie •. :L+'rr,. _ ._, � , r. r.rn ::LOvn .t. a.tY FIJ., L4,C 1 1r '.'0 ut BI, F'LIIIdillg t a ! , ,I• I I, rt 1. u'd_ Pi,wlt,el Aplvov,41 Alpbcatloll DOtall ;" i:0ah_p1 P�dd ii4111 Qdc +odour ,"Ly,t k+": Y_<1gL vnnufar, I,,II er Sit'D1dGl ERoLr.a[CLlce,tse VaIVdAe,ll Da j({I(IQ�pQ SuaflU'd f6;: Atwrov'uld ,9gy�y,IS 51A"L ,,.r Erenl uellrl ever Amc�ca Aw-.7..r_I _ra. I:^:r. r'E '.'.',;'_I: I' i,' ,:.- ':7,..l AS ......: .... .,, 1 m, }slll'mgarp, rn 'O t. I,.:IIl,,i, :'I•II,,.I a _1 t Ct,�„q%t L11,- ,., I_ilar.• 11.1N. ,.. ., JH{ Sin! r 'Si}SL1P _ :I-: i -: d,.,rt akAnl fl Imlxn pr r.nna== FV H6ii VIiparmerd r;•f Bu ir.,:,;, ,v. P h:' rt I) III 8LI cmcd tm3' tJl„'..,gi Product Approval A pplir 1t i r' n Detail Err111V ur r,,.w�i III F se•r•- a --- - _�I II ."n I , FI :3,, Fio;,.--tit ''n"," Bu:.ner:' f1t.IFlln'1 Plodurt Applovall rtlq,h:.:dul't D•:tad ail. CQAr R_er Fwndl I C':na A„rLlrcA FRr �,.dtr , ..t '_4 '. 'LL11 12 u,,. IJ,..:1 I I .,I,dtl I qr: r O I .tnl i tit l [n SW,116u '1.': - ,r, tsl_'r•1-.•LS' �r'r , i_. 11_u'__ U_z 'a•' ^"I!A I. I,p'",b;m 1 J.'I" e s?i165 u . .title 1 r tr, � I'f f.',If •. Florida Deparime rlt of Bu n a itPtc _ onnl F ".r"4)ukOI n R•ilcirig{,Lye, met, tier :: „l. Plor.11r,.t Ai IGV.II AlgrNr_ution Dct.nl L,uFtr ,; f,Lclfn�'S Pr ry 4 tv..ncr. W,i,lyrY.yn Rv QA1_11` pi,1g DON FyInt I:u ld11£ V,I,d^ •,rl 5 r ul„o FRf 4rnr-I +A 11,noi CI I n. _.,. .-I, ,.707 1-. .i?l _ I. , I,., n '0ua,lly, A»arance A. -ey ro. U.c A1>L,-W fo Uso 11_act L,vsior Pt c'uurt Ursctlairon Cdr4r ad'Eaplr,tkn, DWI, In HVHZ Outside HYa4Z Rc-,'slate Pressure IY, :2024 ^:I-_ 'tins .c. fek, Florida EV pnrmcnt r: t (t n nor.,::A Profe's;,ionsii Rogdilation Ocr IA I 6Aldir,;) ._c dcs and Standards Pioduct A.ppeoval Application Detail e i � Pirtn � Chet i " Rem r.�� •,�, _ Plans Review �i ► ssist. Inc. for Compliancecompleted and approved with the 20Y0 fOC 7th Edition by Debra Anne Klahr PX2300 III HVHZ r I 1 Hytz Res ;t-t F _ _ F k,Iidtt:'ip1]rro tit cA bu'. tit ,.1 PI:'.-.,;rn. F.I: q,Aif L,ti t.:.nl.-n1�; Ir ocL s . 1, feats rlrPvdr. Pn,,rl n.I gi'yt s:U f, p1 II li �n De9,d PL Irarr'z ac. r f i1_r e.'.,jkldY L li iI I s e: Il , ''rn i • 1 r.e.d v.;n�'r Mee DAP Dx, Perri, Date Y]1.i�ii.S'l ,wfQ>, reed E8 Ar rnrW Aporo slur 0i3ty Quality All onir _,..,lbn Ly,. s., 11", 421gll PY':t41Ll.128a6! i19.L1 i�`WLA!, _110b, l r&7 '.nS hk9rlG_i•1^_3. }19 :In]t Pe}Sure nq n I yl 5 :3I v ^] 3 t I c tk . : :"II f :: r IVA Flowl , C,,I it cod :d Hiji,IwiIr^ Prnf.;;Slor aI RegbUaOnn Buddini; _tic,-a.:rid ,standards Product Approval Application Detail at- t .• �i Ca1,r 0. : ll f PoI+11v1 la{4, Iul,antyAssuranCrt ArUrcwCn>rJ�.e AW'dyed'4ol t. f!•:,111 5'LL'.I, -Ma_ 1r qvHZ 0,1s'Eo HVhZ -F,is,scstw Fr-ssulr m e n W4 II111. ---e U N to Cu (D .tee > U W O -� N 0_ 0 2 w = 0O O p > .� E Q C c 12 Cn Q mi 'l i i AT`) CDW z rCD mil/ ICU � L 0 CL W CU U m O S,sse cu LU C ■�i Q cl) z a J a. SHEET NO. PA 100 PLH232a.Rt Qft lyme yr+inn ua, d—n ar RewsHn .7.0 a ,. T S1k0 Su Prn1„-1s �.I.. Category,. RocAng Subcategory. Jnxrmynxmv Compliance laeaad: E�oiu ohm Report hum a FW6de ReOlg ed Arddacloro Llcw%*JFian;o professional Engineer F Le1232t•Ita Products it " TAMKO Rod Underroonarris(HVKZ) 'Ato floor l.nrlen.ysenls tNON-NVNZ) Lslie 1kPs ywwon M4nWedurr Re —on 20^"ll W., Inc Cw.im": ab'ulldlN...0ornw rnl. Suoc.l.gory; -ru.s Plano Comptance Method: EYaWatlrn m Report hema to 274L2 Products Proud E oduaeoh atty alp e 1 M1MNS 2 MISSHS 3 MII t6 4 MT16N5 5 MT?DHS % TL'a 1,4"8 7 TL20 M :0 Florida Dope rtmaint of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ill nt t� FrV>Ine.r A In,—, Kern Eden Ration Nleminen (417)524-6644 PE-59166 kart edenwarcMo.com Roof undehitymmts For use In FBC NVNZ I.,r slid ins Rm1 INN' eymenlr for use on F UC no, 11,1•' V IN Q 1711dalad li atmaltd Gat Panting ➢lea FMen.>aioomioad autut . r 7. loon 1'Y Falez n nil, PE 2 1 r f,�K42':� "Y < I Rk' ,..a. ,:0 Wool ^n" 1 ILJ ...u20 12l SJ2020 owl APGt ISK41 17? 6?:4 GUW&Ainuanca Approved Ir Use Amouyed iw Use Ismael Deslm >mcattl6aYrlgo.21h tD titmi GHtta. rilQli ARAI Y 13a6Mta 06292023 Yes N_ NIA N/A 061292C23 No Yes FIA NIA Flonda Department of Business & Professional Regulation P.ge 1 .n Building Codes and Standards 19202, Product Approval Application Detail .. Ne Pendlnm 11DatY.gt lira grLl D _. IMt Mr i teflM Adaled M .Y.Fat ADVOOVA dlgrl LL Y ffi Apor p s vW � Eon Welden IOC Evaluation Barba„ LLC ICC rvelusl'rvl —All DO 1/2021 06nOr2D21 oar �rro21 Apwwea i9D2)119tr-afJb LLC —idehernil win (20S1599-9800 Product to—Wuon to gar high str ngm xuu ennn—er lvel! QualityAssurance Sett 121312072 Agaadvad for Use In W411L le, Ariaoysd let U" Wood, HVHZ Yls lmDad Rffirard NA Deakin Prituarto N/A 16 ga. weer high strength those connector pine 12.^120?? Yes Yes N/A NIA 16 ge. Wss booneder Plale ::'1 'J:: Yes Yes N/A NIA fa go high FrIftrogirth tNw emn.ga More, "7'.•' Yee Yee NIA NIA 20 ga. high strength trues connedd Main .; , �,.:,.. Yes Yes NfA N1A 16 P. those connector plebes • :: "�'^" Yes Yee N/A :t!A 20 ga. truss omnegor Mein 1 b'31202Z Yes Yes NIA NIA OrC1�1kRi min Versli MaNdadthar Rnnslon 20:1 v 11, urr w- s1.. duo Ili—Fmon Archllatunol Metss Canlpery TAJ CO) Cw,>gory: R-0.0 BuuCwagay' R-Nog Acce riti that era an In U, v rood LA h e Roofng'syFiem .. MstnM- F•na,.n.w eldv,, 1m F.oratn RsUlstared ArdhAect or a Locar ad Florida fLe1W1FRJ P!deee+dnP Erg er Rudlcts tltaR PI uDUct Model. NNnleal OF Nana i TAMCO Piet "eo On Q.1%c `rR11 o, r Fame rot Tile TAMCO Gooseneck Von' 3 TAMCO OW-Adjer Rod `/en1 ..• 113M, 4 TAMCO Round Top ON-RWge'innl -,: hl.oir t" Lie Coax r Yssl�1 Drat . an Mbiqurr ReNslon :0 ) Weyerhaeuser Cat.gnry: 51,nono,al Componsnts a,.Ia.1TUMrT r' ',—Lux4.r C-1,14anc'a Method: Eooauaion Report tan a FLe6527^Rll PtodLx" rycduet F•Fa lu 17' .n Entry �y,Q f}odla YppeL tauaDel or NeRoe ' Wootton Wit Parelam PSL Tlrre rStrand LSL < TJ Rion Bard Weyaritewoar Rlm a.0 d Florida Department of Business & Professional ReguWoon Building Codes and Standards Product Approval Application Detail Entity "I rrSJffi,iLL EDga:uulLL.u,.u! Tony (1V Nln1,,n r• ,! (at3s24a-sale-r�'eo. l+ tw,yQparn'rul. odlnd rxxr 26 ga. Salle r� vaniri letor with Dare 28 9a. 26 ga. sarlC red vah rotor with kfteghted ignite 26 gar stoic root venbata with baffle P.9c 1 0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail gre all Dale le-il nd Dail ural Ykd11)e12ll.at Y,1laffi!a Summer! P1G.&VL_ hgaa9Yt9 2_1L41 V I PE OS11712020 oB262o2o 09r,2020 1211 _�"2020 Aphr+nrd i, ,iC-ti4ta Quality Assurance Amoeoved rot Use AQ%MM for Use ima,cl iiYY5111 4i111 .(ExaltationData Intmu outside KyhL goollpmy PlKsure Yes Yes NA WA N,; Yrs NIA a01.525 U,`09rl 21 ., res +4/A WA Florida Department of Business & Professional Regulatrn Building Codes and Standards Product Approval Application Detail ru c EMrtva _ Cn a 1 la 1 as A Uralfe V1Ao1i are . � P,,r• P'liown I .,F nun ':.11 s:e LLC IN. L014W P,E 1253)4)4-64 �6 I5,)a1 e33 E:86 euta 11.1 Fraduct Di acilmtlon Lerranetad Verh r Lumbar Parallel Strand Lumber Lerrineled Stand Lumber Sbudural Clxnpoade Lumber or D—ned Span board Rion Bard oriented Brand Barn Ran BWr^, F.g. I ?' so a/_v: Dare Da1e Pendna IIAS 4•!t 4 1 nl FSC A-1 Y.l Anrpved Staple wxlmnA �_ s-Ji�]Lud 11., •.- 02103,2321 A..P,— Uu WIIV Assur area y, n oast ex,mou rl Qall Approved for Use it, KVHi Aemrowd lr Use ah—I Cem." 0,11111d, MVK Resetae E2fd1e n71P1!70?2 No Yes •11A. ul,•. „ ;o`20:i No Yes ., n. ,•: ir20?? No Y^aa YIA rl,a ?0-' No Yes No Yes '0. rtrtaorswa F I „ _ _ Cif., E- to Itv 0, :21e 'Ale Date Pwk3n lYg! Y.RaIgD Manutaatura C Endraer a Lleense �r+SHLt glda Y edBr yalllMe lr rl $.If>L�B� FSC Approval bar: Rexisim 2020 Global Fxateclnm ilr,xalras .. _,, l.m Nobin spa Wager A. Trait Jr. PE. John W.iCneze•heh. PE t+,. 0frA.5 .G:J ..0 �-',�:!�: �� ICr01P_0?0 12/ ..1.., •::,, --_ Cmeyn" mi,o 1 - 689-7545 PE-"167 (NSAj77?4r2a rv;u er'„m SWC.te .,r, (,n i,..s InifolonsonQgpPed.eo ,^. " " ,• Casplorina Method: F-1 1. •crl t.r .� .' ,� „•. ul 'I'<e-7 ,:+. ,. Frond. RogiSema Arerdect or a L,xneed l-l-.pain Pnation rm Engoer f LrtSo7iR6 Predlg4 QYIMv Assurance Auorovyd la, U» Approved to Use ! r r_+ t r1.,nn• ryyaj $g 1 Y r. v.a.a N r Produce D rserlrlon Corsra:l Foeiralpp Date dytioollz Outside NV11Z Bf 1 20 Gape Od.,nl/.., Sled `1.... ,•. of>,s..M2 Corrugated Galvanized Steel 91oren Panels retained Yes Ye .• -' l mom byhads torrwrde hurnmota, prorecter, - - 2 24 ape GNvenz:, .A— r,a ! , n.•1 01 r' 1" Corrugated GolvaNzed stCN stern Pans retained 12f312022 k Yes Ye nr mY. by tarts to pronde humane prolectlm. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLM15504-117 Code Entity or I,7tBryefnwn �G1i0ltliSlYff'L Engineer i LLUM V II a 5:.4IIWSi a oat d BY _•c. n s;.o Gopay Building Products Company hSdrx N'esterheld Scott Hamilton Gary Phuehler Category: Extc for Doom C 1 1� - : U PE 632M (513) 510 6566 SuhCatege ry. Sectional Exterior Door Assemblies m,ve h'w l.>•,ly`4r'.,, �.ny rut. Comps ante Method' [valuation Report from a I I :ah) 't ed Arc'„ lent or a Lloeneed Florida FLa'16604-R7 PrlMucxs 3 CC3 W5 1e=.F, 5 u0 L14A Sol. 73. 75,1500 190, 76, Steel loan (mm 111 *,30" 17131/20118 76V 4R(=' •: •IP`, r,ti Wi SF 2RST, 48, 4W 42, olde) VONDCODE.&r7174 W•' ur,glr. l4xt< 42n r.. A'r,•; ,',r',°SV, GR55, GR5SV AR5S, 7 , _ to Date Data Date Pefgittgi VFBC ADmtOA , 1 alldata ussubmitted 7C1i_ _71;I IC, 1 V,02) 101252020 1. I.,�.x. No Yes =k^rir-I n, nn t I t ,I c4 , F. Pr t In1• tl F.--p E L I oy ._..1 s ary. Star: dal, — Product Approval Application Detail _ Gmrr O-,! !)ILI. rMCbt RtLt V:ulnntal xrltlerl F 5,., ua ^ JIIY A•—FalKa AuM ,I U" Aj y,—drut USe 1n)" rl Dosow li _ P.BaaUl �or Z VV;meview Assist. Plans Review Inc. for com�mPleted an lance W1-th he 2020 FBR Pproved Debra Anne Klahr PX230ph Editi May 27, 2022 -11t--P N CO O to t` V O Q 0 C Cold 70 0- CO�W CIO ao 011 W O CIO O a --A 1*— 0 CU E O Cn W tl� CU v/ u PrA I� II r U) L (D Z. CU C > Cn o ICU L O CL CL U U a � N cU O 0° L LU Z Z a J a SHEET N0. PA 101 CD CIO -Cu 2 -0 O Simpson Strong Tie 2020 FBC Approved Products Updated QJ3012020 Simpson Strong -Tie 2020 FBC Approved Products ®Simpson Strong -Tie 2020 FBC Approved Products Updated Simpson Strong -lie 2020 FBC Approved Products CD 0_ For (*ad links to all SST approvals listed below, CLICK Hi For direct links to all SST approvals listed below. CLICK Hi For direct Inks to all SST approvals listeLl below. �jj.l a) 0_ Wiliam For additional fnlanretion tegardingflorlde7a; Statewide Product Approval System end Maimil,0inde County Noticle of Acceptance INOA), "lill,4 114�� For additional Information regarding Floincla's Statewide Product Approval System and Mianni-Dride County Notice of Acceptance (NO A), CLICK. HERE For additional Information regarding Fla l Statewide Product Approval System and Marrit-Dade County Notice of Acceptance (NOA) ­!k 1­1 1 1,16--al Clio -6--al CD W FL#1 0446-11116 FL#IQ4i if IIJ: I I race -mount harc Av" I -:[ I l, I rli 1 .11 i I L, - to 3- 0 _IZ CIO rt._! 'I =3 CIO lal of I I. " and fle i his -�,gr c., i, Product Model. Number or Name Product Description 2115111 Eawkizamoilaulim Product Description version tHtt_?f a", I it'le, t I, J, 1, t C) I Titen Stainless Steel Concrete & Masonry Screw (TTN-SS)1,4" diameter Then stainless steel masonry screw I A21, A23, A33, A34,: oar III yea # protluct Model. Number or Name Product Description , A35, A44 Angles 1 ET,BTB,BTH Brick Ties greater li 3 oll 6' = 2 - 2 APA211, APA4, API API APVA4T APVA6 Outdoor Accents Angles 2 QMST12, CMST14r CM5TC13 Coiled Straps it-, 11 1 ]1 1'1, 1, t i'l 0 25- a 3 APD44,APB44R. APVBl APBOOR, APS", APBS'Rr AP810`10, AP61010R, APVB", Outdoor Accents Post Bases 3 CS t 4, CS1 0, CS1 6, C$20, CS22 Coiled Straps 0 LL APII APVF366 APVBMR, APl APV688R, APVB1010, APV6101 OR 4 rSHP18, CSHP20 Coiled Straps lit 11.11 .- IIIII ICU FILIIIII 4 APDJT2-4, APDJT2R-4, APDJT2 It, AF10,72N 6 APVF1J7-4 APlvIF`.YF_FT 4 lir,,tnjn 7,jildocir Acc­!, DKk i,,t T, l7TS:'IA CompressioniTrinshon Strap I njlj,,� havoc,:- CIO 0 ICU > Product Model. Number or Name Product Description APVDJT2R-S Stud 1", Fl I,,- hnol;,Jr­ AQ E 0 1 SC00112DI36 Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH810, APHH61OR Outdoor Accents Heavy Hanger 7 1 HlOti H2.5A, H�, H6, H7Z, HIG, Hiti H16-2, H16--'S Hurricane IT 16 Fare-nio�ii� iiii in md1thi& rarlging froo, `,16, to 4 ui L, 0_ 2 5D91 12, SD921 2, SDI 0112 SDI 0212 Strong -Drive SO Connector Screw 6 API-4, APL6, APT4, APT6, APVL4, API APVT4, APVT6 Outdoor Accents Land T Bearn-to-Column Ties 8 HGT-2, HGI HGT4 Heavy Girder Tieclown to l 5l. I glil,5' ICU 4-0 3 SD91 12SS, SDQI Strong-Drfl Sea N ive SO Connector SS Screw 7 APLH:14 AF.4-H24R, APLH26, APLH26R APLH210, APLH210R Outdoor Accents Light Hangers q HS24 Hurricane Tie 160- CU Q. I it ll I­ 4 SDCF22434, SDI SOCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SOCP Tim bell Screw B BVLZ Brick Veneer Ledger Connector 111�S,'-SltfSI 5 HSS2X2,SbS­3, HSS2-3-SDS3, H554-SOS3 Heavy blud Shoe I I Ji"J, SDCF221134, SDCF221334, SDCF271958 SDCF272358 9 CBT2Z, C6T47 Concealed Bear, Ties 61�' HST5 HSTIS Straight Straps I I I I_ 5OCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SIDCP Timbler-CP Screw 10 CJT3Z,CJT4Z,CJTSZ,CJ-,67 on11 ^illl Jqt 1 12 HT516 HTS",lj, 4 l ­41 1:` H'S'40(. Heavy T wst 1p SDCP22I 100, SDCP221 134 SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 611 HTSQ20KTZ Heavy Tial Strap III li., `Ikeomd face. )v)o,t h,47 gees al)a0,,,hLr in Widths rsinging fl 1- 8 SDHR27400, SOHR27614 SCOHR31400 SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor t+/' i)"Jo 3,D0 6" am heilhr� ral giiii �g it om i.1 it 6`c, 1 t:4' 7 SOS2511112, SO,"134 Sr)S25,_`OO SDS252112 SnS.19300 Sr)S.15312 SF)S21l41',I, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCO Framing Clips 15 1 STA9" I STA12 LS-TA15, i i li LSTA30, LSTA.38 Straight Straps Utricealed fiargeveisio !, &'l available loll z, I dounil, SOS25500, SOJS25600, SDS25800 14 FWANZ Foundation Wall Angles ill LSTJ4P LST173 Straight Straps ;"Kand 4X modells, o'I) Vq,-L)th1 fljl'll A IF. CIli 8 SIDS25112ti SOS25200SS, SDS25212SS, SDS2530055. SD52531255 Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1 �-A:l Gusset Angles .1 IF"1:0 ITR40 Bill 1 It It- F,4ce-niourt hAnge,s Ii, lidi im, p j lit; 9 SOWF2716. SDWF2720. SDWF2724, SDWF2728, SDWF2730 Strong -Drive SOWF Floor-to-Floof Screw 16 1-12A H2 5T1, H3 H 1 JA-2. H105. H 14 HGA1 0 Hurricane Ties 18 -f-l;12 01516 LI816,LT S20 Light Twist Strap 'J"d 17 HC,.ITZ Heavy Concealed Joist Tie "r"; Medium Girder Tiedown 18 HH4 1-1116 Header Hangers :lU Pl fii"S,1`rl ;7 MST48 I'll III Straight Straps FL#1 0007-R8 19 KB61Z Knee -Brace Stabilizer 21 fill iiii ? IAS T A 15 M­ I A 16 ll� I A�'l J,,J74`4 M' TA.;,) It I A,'k., ro,,,�TA,* 61tap, I.L9 I vl.,6 II R 6 20 1-30.1-50,1_701-90 Angles 22 MSTC218,IVISTC40, PASTC,52 r,1S,7Cf1'il %`rl-C,7-� Straight '51l FiTycluct Model. Number or filame Product Descrivillign 21 LCE4 Post Cap 23 1ASTICill Pre-borril �tlaps I'll UQ'CrIP1101) 1 ATR318, ATRI,122, ATR518, ATR3,14 Threaded Rods 22 LS3O,LS50,LS70,i Skinveabe, Angles 24 Mi MST Qi5, ill MST:60, 7- sit a lgt,lt siraps, 1, 1 '1111 J, fl,ill ,;C. ."Il 3 ",Je 11 rjrly,Jlq t:(,tll 7 2 ATUD5, ATUDI ATUD9, ATU09l AT UD9.3, AT Li 4, ATUDI 4.2 Aluminum Take -Up Device 23 LSCZ Aidli;s1i ,tar stranger Connector 25 MTS12, MTS16, MTS16, MTS210, MTS.24C, MTS30, IiIII Medium lwist Sittlar d ;PIr,, I (: I 3 BPI BPI/2, 13PI/I BP518-2 BPi SP314, BF-�M-3, BPRTUD34 Rearing Plates 24 LSSJ26L2, LSSl LSSJ28I_Z, L5S728RZ, LSSJ210LZ, LSSJ21ORZ �:ield AdjI.MWAle 13ck Hanger 26 NCA200-12, NCA2x12 12, f4CA2x8 161 NCI 16 NCA2,02 16 elridging 7 r p flange nii iroditlis canyons from 3 5;8" to 7 4 CNTW318, CKWil CNW5/8, CNW3J4, CNW5/8-11 C), CNW3t4-U8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSl LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCW814 Alaill'Blaorg it-." and neli ra-,)piril g-If4'* to 24" 5 CTUID55,CTUDI CTUDI CTUD75, CTUDI CTUD77, CTUD87, CTLID88, CTLI Coupling Talke-Up Device Ill LTP4 LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Rill Plate Sisal) Sill rlallrjels 'T'op flangt. hangii 3w,iArIlt� in vittithl; ilanging from I 1/7'li CTUDI CTUD99 27 MI-237 Nil 147, ML267 Mi ML21QZ Angles 29 RSP4 Stud to Plate Connector 5f8­ and rr&Dh1,, vang mi f,�In 7- 1 P4'rl' 24" 6 Il N4, N5, N6 Heavy Hex Nuts 28 MIMH6 Roof Tie -Down 30 SPI, SP2 SPA, SPI SP8 Stud Plate Tie f'o, t+ 7 IRTUDI RTU03B, RTUDI RTUD48, RTUOI RTUDS, RTUD7, RTUD8 Ratcherting Take -Up Device 29 MIMHC nged Roof f'LoJ_e,_t1r. 31 SPH4SPH6,SPH8 Heavy Stud Plate Tie 114 ­7 _4' 8 TUDO, TUD 10 Take -Up Device 30 MMLU26, MMLLI MMLLI MMLU28-2, MMLU210, MMLU1211, MMLLI MMLU1311 pace Mount Harl :,,2 SS1 IS SS2 5, SS3l 554,5 Stud Shoe i I _,"J• I 9 TUW38 Take -Up Washer 31 RBC,RBCP Roof Boundary ';iips '113 SI 9 ST`12. ST 18, ST2Z ST292, ST2122, ST2115, ST2215, ST6215, STM4, ST6236 Straight Straps 10 LIRS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down �4 Ti-Q(71 TTJ27 TB30 TB36 T642 TB48 T1354, TBII TB60 Tension Bridging Fop flange hill 11 URS4 1/2" Uplift Rod Run Tedlown System 33 RTC22Z, RTC421 RTC2Z, RTC44 Rigid Tie Connectors 311) T'46itu IWB12 T'NR14 Wail Bracing 14' and heqhtslrang�rlg f-oin J Jr4 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, 8 1 CT DTC, HTC4 Truss Clips 36 V�� T, R , 'ir(, I, Variable Plifich Girder Tiedown Saddle han( c!r; & ;, 130t, nwaths lang ing tom 3-114" to 6-718" 13 UNSO V4" Uplift Had Run I Jeckown System IYU31, I JCb7 Truss Jack Clips 31 Vvbl­"5 VVW0'fQ_ AlblAj OAll-1,K, 414114'31C Wall Bracing and hti ra,giq 1�orn tn;18 36 Z4 Z44 Panel Stiffener Clips l 7'V senes hatigors Top flarigii hai 1 gi- iv­i ble or) villidths ranging from 3.1/4" Co 7. 11;3'and leghts,�,-,c ', I , born oi n 1 V to rLM0441-rLo FL#10531-RO -IE-:. belles,!ianl 'Fop flange hangers avallill in vvrdlh,� ranging from 11-9,`Il to'll' FL#iQ44L7-fib 1 `2" and relghts, an��,nc f­rn,i to 30" Product Model. Number or Name Product Descril0an Product Model, Number or Name product Description 10 Saddle hani.jI it mori:=, -iriginit fmm si 1A' r, f, �111w' 1 DTT2 Hold down Sea Product Model, Nurmlooti, or Name Product Description I CBH2.37x5.5, CBH2.37x7.63, CBH2.37xi Concealed hangerb I ll:, J I-, t , 1, 1" It. L, 1 . , 2 H DC 1014, H DC I =2 Hold-down 1 AHEP Adjustable Hip -End Connector .1 ' IU `_)HU, DHUITF sellers hangers Face -mount (DU, li and top-liange, (DHUTF) hanger:: 1 1­1 'Lin p- it,, p >Ie n,exirni, ir.ng.ng from) to a to 32" 3 HDI HHDI 1, HHDO 14 Hold-down 2 DSC2R.SD53, DSC2L-SDS3, DSI SDS3 D$C5L S1)53 Drag Strut Connectors available in vilaciths ranging from 1 -9116"to 3-9/16" and lhel.)ht, rd 1 111[�r f -nn7-Ir`. 4 HOU2, HDU4, HDU5,HDua, HI)UIl, HDLI14 Hold-down GBC Gable Brace Connector ranging from 9-1/8" to 23.11,"6' 1 1 Tu [: f at igr, t a lgl - a iii., le in md th s I a na no from I - 114" to 7 5 HPA,28 HPA35 Strap -style purlin anchor HCPI 81, 1 HCP4 ­F":'oll PI'l 3 HGU3 63-SDS il.l lr� "'I "n!_, f", JJr'Ll I", Face mowit hiliti,jer% 'j'?" and heights, Tangrinp f- ,,, 14' f ()(I J.*� HC, J_ I 6 LSTHDI LSTHD8RJ Striap.style, hold-down S HHRC2,2, HHRC42, HHRC42-2,, HHRC411.81, HHIRC44, HHRCi 25, HHRC5.3713.12, Hill Hip to Ridge Connectors SOS, HGUQ 00-SDS I,, HI, ­.Ie, Tor) flange hangers avaii,iL,,;- J"IL 1.,Il': 1, 1 f I"il 7 IVASA,MASAP Foundation anchor strap HHi 4 HGUS series hangers Face mount hantiticis available in mcithil.. ranging from 1 C qr1fr; and ­ 8 MPA132: MPA144 Strap -style pLefin anchor 6 HIRIC11.81, HRG22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-7/8", lc­I'l k - 11 11 9 PAI 8, PA23, PA28, PA3 5 PA5 1, PA68 Strap -style purlin anchor 7 LRU26, LRUI LRU210, LRU212 Rafter Hall 5 HHGU5 25.SDS, HHGU5_50.SDS. HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25-SOS, Face -mount hangers tr, f 10 PA118, PAI23, PA128, PA135 Sbr2p-gtylG purlin anchor 0 LSU26 LSSU28, LSSU210 Light SlipeablisiSketwillble U Hanger HHGU9 00,SDS 11 STHDIO, STHDIORJ Strap -We hold-down 9 TRE4 TPF6 lines Reniring Entlartreir 6 HHUS26-2, HHUS28-2, HHUS210-2, HHU846, HHU848, HHU541 0. H HUS5.5011 0. Face -mount hangers [it l I I, 12 STHD14 STHD14RJ Strap -style h,)Id-down 10 TC24, TC26 TC28 HHUS7 25/10 ver:,c+n J IU� :I F arm ablic -vr rd lia. Ila Atn corial or 11 THA29,THA;113,1HA,'IS THA',11A2 THil THA411,THA418,THAC418,THA472 AdjuO.ihic, H.Iinq­ HSIJIC.,;,aierhangers Skewed face -mount hangers available in %Akffhs ranging I grearell t1i 2 'Arl,3" Ti 7HA428, THA422-2, THA426-2 1 1&'to 5.118`ancf heights ranging from 4-314" to 1 1)•314­ li, -W��P e�,� r5nqzr.• Top fllingp fv,l I,,,elc. ­,,i.)i­n ,,ti ran:; rq from 1 9116" to 7 ]oweiled flaw� evil fHSURC, HSULC) available to I 12 IfiAll 81l`22 THAI 2.0ti T HAI 2- 1 r22, THAI 222. THAI322, THAI 3522, THAI 422 eidi;:sIaNe Truss Hanger Sized for I -Joists I : in 5. 3IS" ic 28" 13 THAL422, TIJIAR422 :owed : t uss l 1,1 .;jlrI double 2X and 4X Trodel, only acute flange is concealer A- I'. 14 THJA26, LT H ;A 26, L7 H M A Multiple Truss HI 11 11 f, 2A HTLJ210 HTIJ26 2 HTU28-2 HTU210-2 Face -mount hangers q lit I f I. 15 THJM2-4-SDS3,THJM2-5-S0'S:,, Hil-126 Multiple Truss Hangers 9 1111 ::J(, so:lI l;Jc15 Face -mount hangers availablee in widths; ranging from 1-9 41 c. ill ,I, I ;J C I1 op lialign hari jalLj: 1 [1 ['1 1 itf TSER2.24 Truss Space r-Restraint 112` and heights ranging from 2-7/8" to 19-114" Coricealt 5l[i'and thetghtsi erg f-_iw_, I 17 VPA2 VPA25 VPAI VPA35, I V'Ytable plich Connectors vil If il,JC) av aiiablo tot All rnal having width eqUil I p If, s­rle,� vji I op riange tha-gil l Ae In ivillo of T-9I16'and heights YTCR g(eate; than 2-4116" il_inij,p�l7flol-iS ' 1`." -I !'4" ILI iU'-,.'',�1!9-SDSHUCQ181111-SDS,HUCO210.2-SOS,HUCO210-3-SDS,HUC0310- Face -mount hangers I I I IC, 1) :11 lr'l I -it I 9�1 6, -wr: i c, I fit, SDS. HUCQ4'�. Sr-S, HIJCF,l 1:' 1 SDS, HLi I -SOS, HUC061 0. SIDS, HUCQ61-- �iDS Ocr 2 A 8 'OF Virtual V Phan Review for coReview C Assist, linPliancii with and by i 'th the 020 C Ye raAnneKlahrp 3,, CC= Simpson Strong -Tie 2020 FBC Approved Products Updated L21JOUIV-20 EMT?-," Simpson Strong -Tie 2020 FBC Approved Products Updated IZf30f2020 M= "­ Simpson Strong -Tie 2020 FBC Approved Products Updated r =-2. Simpson Strong -Tie 2020 FBC Approved Products C=N;For direct lr*s to all SST approvals listed below, qtqK_i Frill links to all SST approvals listed below. For direct firill to ar 5�97 arvi listed below CILrij HERE = Fix allwittrial information regarding Florida's Statewide Product Approval System and Miami -Dade County toxi,�e ol A,:crlilanl I 110,11,j For additional iltim-liat ofi regirl,linvo Statewide Product Approval System and Marni-Decle County Notice of Acceptance ill 14 41.1. lit 1­1 L. , ; Cll I vu J 1: lolvdit's "atatrl A,irit Apploval Silistern and filiarni-Drade ;J14K, c, I, For scittlitionsif Informakin regarding Flonda's Statewide Product Approval System and Miami -Dade County Notice ofAcceptairce iNOA) CLICK HEf�E. 21 LB series hangers Top flange hangers available in width of 1-91'l 6" and heights FL#1145 "d O-R5 1 L". ��VLE,,V I SILBV1 81. SILBV2.06, Sl SILBV2 56, Stl 1� LBV3.12, Top Flange Joist Hangers Adhes(,e l 'Cl [I il ranging !Tom 5-318" to 15-1/l SYLBV3 56. 5ri (32 SILBV4 016, SILBV4.12, SILBV4,28, SILBI 71 S/LBV5.50 22 LBA7 series hangers Top flange rangers ovailiblit, ill Yvidth or 1-9tily'al 'rieli kgiii Product Model, Number or Name Product Desorption 19 StLTT20,SlrDTT2Z,Sh-1TTI,J i IITT5 Ho4downs ranging from 9-3/11113-1/8' 1 HHU5210-3 HHUS210-4 JoIst Hanger 20 SIMIST60, SJMIST72 Straps 118 fall (10ga) f :Je I rJL I 1 11 HN' r ilil, THDLl2;l lit 11--, ,,1, 23 LEG3, LEGS, LEGIF series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRSO, HRS8, HIRS1 2 Strap Tres 21 SP`4,SP6 Stud Plate Ties "Ab" '"'hhe' ors a its it "I' 'I t 1 1 '1"'. "'I'l I' 718" and heights ranging from 9" to 33 1 Ill 3 HUI SL),, HUCQ210.3-SE)S. HUCQ310l Joist Hanger 22 SSP, DSP, TSP Stud Platt Ties I o". li"t-i "t - 1, 1, ni" I I ,I f d 24 MEG5. MEG7 series hangers Top flange hangers available In widths ranging from 5L V41" to 6- 4 THGB2. THGB3, I HGE31-12, THGBH3, THGBH4 Jost Hanger 23 STC.DTC Truss Clip 7/8" and heights ranging from 9" to 32-112' 5 THGQ2-SDS3 T• h 1003 5DS4 5, THGQH2-SDS3, THGQH3-,SDl THGQH4-SDS6 Joist Hanger �4 TBD22 Truss Brit Diagonal I It 11 1 -1 1 IF, 1 l" I I t 25 MIT series hangors Top flange hangers available in widthis ranging from I gi t(, 5- 6 THGW3-3,TH(7,liiV34 THGW4-3,THGW44 lQJr1J Hat"gril Truss Jai* Conrl.0ol 1 t"", JAI: I "I" J J� I I r I 1/8" and heights ranging from 9-11,111124" 26 PF, PF E, PFDB, PFDSB series hangers Top flange hangers available in width of 1.9116" and heights ranging from 3-31 to 7-1/8". FLOI 1473-85 FL#1 3904-R5 27 RR Ridge rafter connector 28 WIP series hangers Top flange rangers. available in widths ranging from 1 9116"to 7. §ji Product Model. Number Name Product Descrtution Ita Product I/Wand heights ranging 9-114" to 32". 1 DETAL20 `­),rijhIP Cr�hA&M Truss Anchor I cc M3 82-SDSHOG, CCOM4 62 t�DS-K)l 1:product Model. Number or Name ,l i)Mll lit) Si CC- TQM3 f52-SDS(' , Masonry Pier Caps 2 FGTIR, FGTRHL, FGTRHR C;vdei ketrollit Anchor CCTQM4 62-SDSG, CCTOM5 Cfltl t)2 SRS'G C'L:Ll 52-SDSG, :cal lil, r I r4.If;ll. Product Description H16, H16S, Ii HIO-2S Hialllw;ane I �e CCCOW 50-SOSG ,I Hitt;h "r wo [C r oo,cil cil wa%,111 I', FLS1 006CHI HETA12, HETA116, HETA20, HFTA;14 HF-TA40 Ernihaddind Tru�,, Anchor 2 ECCLQM362G-KT,ECCLQM46'�,-K7 1­(-X.!(jM+0G-KT FC(:!IQI,1D362G-KT. Masonry Pier Caps FT-,P Epct,y Ad'�,"L,l r, 5 HETAL12, HETALIO, HETAL20 Embedded Truss Ar-dim ECCLLOMD4,62G-KT, ECCILLONli I � I W.Ifl BIG KT FCCLRQMD4.62G- ­Yonry 22111 Product Model. Number or Name Product Derwription 6 Hi7lAlivi HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G.KT "lo lq B0 T,"f I ABA44, ABA441i ABA46. ABA46R, ABAl ABA68R Adjustable Post Base 7 HHII HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor - I"W1,15 _15, HGUN15.50, HGUM7 00 HGUM7 25 HG(JM9 00 Hill V Masonry Hangers _01,0etc 2 ABU44 ABU44R, ABUI ABU48R, ABUI ABUI Al ABUft ABLi ABU88, Adjustable Post Base 8 LGT2. LGT3-SDS2 5, LGT4-SDS' TerirA11 4 L,3JM-,3 2 LGIUM26-3, LGIUM264, LGUII LGUM28-3, LGUII LGuM210 2, lftldsorliy Seam Hangers it Atichc.,,Por(,a")cretea•,ail.ib^t�xn3Ch4 ABUi ABU1010. ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Ancrioi LGIUM2110-3, LGIUM210 4 LC'�U%146, LGUM48, LGUM410 3 ABWI ABW44RZ ABW46Z, ASW46RZ, ABVV66Z ABW68RZ ABW7.7 Adjustable Post Base 10 Mi META16, META18, Ml ilill META40 Embedded Truss Anchor 5 IMBIHA3.12I MBHA3 I ��?11 1 25 fd[l, iA�i I�dl`7 25, MBHA3 58r`9 25, MBHA3�5&1 1 25, Masonry Top Flange Beam Hangers countersunk t,eard. 4 tal AC41R, ACE4, AC6, ri ACEIS Post Cap 11 MSTANI MSTAM36, MSTGM40, MSTCN460 Strap Tie for Masonry MBHA3,l 88, Ill 5614 I'VI �II60A MBHA3 56118 MISHAS 125, lit Titen Twitic Screw Ai,;:.hu i, t I 5 BC4, BC46, B04R, BCil BC6R, BCS, BCS2-2/4, SCS2.3/6 Post Cap 12 M1 SM1 6. MTSIM20, HTSM1 6, HTSM20 Twist Strap for Masonry MBHA5,50/9.25, MGHA5 50111 Ml�+ IAIi IOlill 1. 8S MBIHA5 50)14, MBHA5.50116, 6 C844, CB48, CB48, C866, CM Embedded Column Base IMBIHAS.50i 7 CBS044-SDS2, CBSQ4ti CBSQ6&SDS2, CBSDWSOS2, C66088-SE)S2 Embedded Column Base 6 IMBHU35li N4bI­IJ1 3Ai ill 56/11,88, MBHU3,56/14, MBHU3.56118, Masolirry Beam Hingers 8 CC GCC, ECCU Series Bolted column caps with Ill ranging ficim 3-114" to 9-1/7'and FIL111111111419I MSHU3.5&18, MBHUt,'_)Oq�r 2i:r, MeH015 50111 25, MBHU5.50/11 L88, IVIBHU5.50114. W2 ranging from 3-5/8"to 7-1 t2" IMBI-11-15.501111i MBHU5 50? T Ii I- I I l't I N�J'oli Product Doscription 9 CCQ-SDS2 5, ECCO-SCS2. 5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.ItZ'and Sea S Product Model. Number or Name Product Description 1, I. 1"jll I t� TaTppmqScre%vcvvth43 W2 ranging from 3-5/8" to 7-1/2" 1 DTTIZ Deck Tension Tie Dir I! Dom ' t fro,ij Cn, , XIL Lw­ t" �J ii �.­f it J;I, , , , , I > U) 10 ClPli CPT66Z CPT88Z Concealed Post Tie Base 2 HD12, HID19 Batted Holdowns FLS13M-i iJ 2 ?4 I> - , E i-I I , ul lq 11 EPB44A, EP1344, EPl EPB66 Embedded Post Base 3 HO3B, HDII I"iD78L HD9B Bolted Holdowns �5crevi% with #5 Drill �o,iii )arni I Via,�Iher Head ICU Embedded Post Base 4 HTT4, HTT5, HTTS ' i4 Tension Tres Sell 0 Product Model, Number or Name Product Description -Drive XF-A M- lwn Ml Sel DOI,, 7z 12 EP542 1 4', #12 24 Strong -Date > 13 LC844, LC666 Embedded Column Base 5 LTT19, 1_72UR. I-TT;31 Light Tension Ties I SDI SDII 1, 11; L;j :A)W22458, SDW22500, 5DW22600, SOVIII Strong -Dove SOIN Fill PLY and Screws Tapping Screw wi,.1h *5 C I H,,, 14 LPt_-4Z I_PC6Z Light Post Cap SI)W22634 I 1 1 1 X Mw d I I T rt-, 'f' 0 15 MPB44Z, MPF366Z, MP888Z Moment Post Bass 2 SDWC15450, SDWC15600 Strong -Drive SDVVC TRUSS Screw i"l I If I .1I)L �,10 SC:� 16 P644, PS441 P846 PB66, PBOOR Embedded Post Base FL#13628-R5 11 SDWHI930ODBSDWHI940ODB.,�,L,,�,,�il�:+ljO�)b SUWHI.i(�R)Dh SOWHI91100OD13 Strong -Drive SDWH TIMBER -HEX Screw XIL 1 5_l 10 1 1 r'i I U I K eVtt I 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SUVJ11.111101i ziJ:IWJQ712O0G Strong-Orve SDWH TIMBER -HEX HOG Screw Dl F �11 tit CL 212, SDWS16300, SDWS16312, Su'l 64(4 Strong -Drive SOWS FRAMING Screw 18 PI PBv10 Round Post Base JW Product Model. Number of Name Product Description 19 PC44.16, PC41i PC48-1 6 PC64.16, PIC66-18, EPC44-16, EPC46-16, EPC48-16 Post Cap I SB5Jr8x 24, S67/8x24, SB I x 30 SB Anchor Bolts .1 _LWS'gl SDWS19712, SOWS22400,S[)WS22500,SO�'i522512 UVVSr-,2600 Shoop -Dirrve SOWS TIM13ER Screw (interior Grade) EPC64-1e, EFicea-16 SSTS10, S5T620, $$T824, 5ti't 132r, 9STB34, SSFi SSTS10L, SSTB20L, $$T524L, _Y,�T l:J Anclitti Bolts SIDWS22900, SOW5221000, SDW9221100, SIDWS221,200 SDWS221500 SST628L 7 SDWS2�3k;DU SDWS2240ODB, SDW522500D6, SDWS2-)6DDDB, SDWS228OODB Strong L)i 6DWS TIMBER Screw (Exterior Grade) .0 Pl PC4RZ, Pl PC6RZ, PC.8Z PCBRZ. EPC4Z, EPI EP'l EPC6RZ, EPC8Z Post Cap EPC8RZ SDWS22 I Sect 9 Product Wolel. Nwmoer. cir Nurl Product Posciiption 8 SDVVS22312DBF-1, �,Ul I Z01313 Outdoor Atcti Still Wood Strew 21 PPBl PPS44 f1Z flust B'Itil 22 RP1BZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, 5DWS274UWnS _;D%rr.;2750OSS, SDW5278OOSS, SOWS278OOSS, Strong -Drive SOWS TIMBER SS Screw �--,43 F, �1,94r5 5, FC;Bl7 5, FC13,49 5, F-CB411,5 SDWS271 OOOSS, SDWS271200S +,`D.4SI,316 PFIHSD34B,IO16, FPHSID34B1016.:,K FPHS0345I214 rvl� 1".", it ;If -4 e -l'Imi"I CF,-. S-If Sep ur Product Model. Number or Name Product Dyliticbiation 10 SDWV13400 Strcxnq•Drrve SDWV SOLE'. -TO -RIM Scr­ 14 H�HSCIIRI 214 5K 7LJ'itrIr,J -+--o 1 CMST12, CMST114, CIMSTC16, CS14, I CS18 C$20, CS22 i Straps 11 c.71\122 Outdoor Accents Hex -Head Washer L ��Fi_4 21-1 LSFCL3 �FC2 SFC4 25, SFC6 25 St -el F,anlirl�,J Conn,retr;7 Fli 011111WRO NISSIC6 25 Steel Stud Conni 2 HRS6, Ii Hli FHAS, FHAQ, FHAl2, FHA18, FHA.24, FHA30, MST126 MST13l chaps �J � ;�'Il (" 2 go 1 25 SS-CC7 25, MSSC2 21, %I�L,,('4 21. fi2a Product Model. Number or Name Product Description MSTI48, MST160, MST172, Slill SIMST37, SIMST48 1 FJA, FSA Foundation Anchor 3 HT516, HTS20, HTS24, HTi HTS30, HTS30C Heavy Twat Straps FL#1 5363-R3 6 RCKil k,_ `V,,` RCKIVIi 't"rep Co., tot 2 FRFP Flat Retrofit Foundation Plate 4 LSFA30 LSTA36,LSTY49,LSfl73,M!F,',AV,MSTA12,MSTAIS,MSTA18,MSTA21,MSTA24 citi rips 43 Ill (18 ga) _4' -A:-,, U) 3 GH46 b, OH46 8 GH48-6, GH48 8, GH410 6, GH410 8. GHQ-8, GH66-8, GH68 6, GHI Girder Hanger 5 LSTA9, LSTAI 2 LSTA15, LSTA18, LSTA21, LSTA24 ST292 ST2121- ST2115, ST2215 Etrains !-11 (20 riat Soo # Prod uict Model, Number ox Name Progivict Description 2l 2- 5�97 SCS62-5it)l S62-5il 18, SCS82-5/1 16 1 r'i [I I, Ica 8, GHe10-8, GHII 6 I-SLISH3.25, SUBH3 25 MSUBH3_25 Bridging (�onnecti AS 18, AS T f3S,7, AS 18,36 18 ga Truss Plates 'V', Head -or Co 4 GLB5A, GLB58, GLBI GLBI GL87A, GL87B, GLB7C GL870 Glularn Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20H S 20 ga High Strength Truss Plate Steel Jois, I.. )nrrl 1; r.1 RTII r.Rl TA11. I PTIIA, I TAIA, PtIffill C.Rit 7A)n '�Itlalrn Ranting PIAM 8 LT512, LTS16, I TS18 h I S20 Light TwistStrapts 3 AS-20 20 ga Truss Plate Fly[�qsrii 14P �;tr tit Conlipnim a HGLBA, HGUBB, HGLBC HG3LB0 Heavy Glulam Bearing Plate 9 Mi Mi bT62 15 ST8224, ST9, ST1 2, ST1 8, ST22, MSTC28, MSTC40, MST C 5.1 Straps 54 mill (16 ga) 4 ASHP Hinge Plate Connector 0 4 #14-14 Strong-Drilve XLSH Shoulrderpd Self-Dirling, Tapping Screws UJ 7 HGT 2, HGT-3, HGT-4 Heavy Girder Tiedown ic MSTC66, MSTC78, ST6236 ti Iris 68 m;l (114 ga) I 11_� IL O nO Universal FounoMion Plate 11 NTTS12 NITS16r M7S18, IMTS20, 111T S'JO MTS24C, MTS3DC %ledlLip, Twist Straps I Ci- 16 #1 -, 14 art #1 -7 Universal Retrofit lid I Foundation Plate 12 1VI31 56 S91.81, SW.0i 37 �,182 56 5J82 68, SIB3.12, sm.56, S/83.62, S1134 06, Trip Flange Joist Hangers FL91 5730-R4 Tapping Screws 9 URFP ll 12 Sf`134 28, S184.75, SIB5.50 13 IJBA21218, SJBA212JI0, S/ISIBA2.12114, SIBA4.1816, SiBA4 18/10 Top Hari H,t Product Model, Number or Name Product Description SIBA4 I �ql 12 S/BA4 18114 1 ET -HP Adhe%ive ilmrhor for concrete Z 14 SfH1A H,ll I itc,we Tee 2 CAC, GDP, GCf-1Nr 5C -,");'M 75 GOPM-100, GOPS, GW_1;O, GW-75, GW-100, GTH Gor�, joijited fasteners arid assemblies < I 1� Sl S/HDl WHID106, SIHDIOB, SfHD15S, S/HD158 Holdowns 3 POPA,, POPA-K, PUF'k.11 -L--'AT PDPAT-K, PINK PINWP, PINWP-W, POPAWL, Powder actoated fasti threaded studs, and assetTiL _J 16 SHi SOIDIJI13 S1HDU9, StHDU I T floidowns POPAWL-MG, PSVL3, PSVL3 K 'Cl PPA PFCLDPA PTRHA3, PTRHA4 113- 17 SOCT, SYHJCT Joist Harqvlrl, 4 SET-313 Adhesive Anchor for concrete SHEET NO. PA 102 4­0 0) CD C_ Cf) -Cu (D > &nA1n-DADXcou%rn, PGT Industrie,,. Inc. 5D 2 Inc. PRODrCTCONTROL SEC TICIN (D o F(J I IS05 SW 26 Swat Rom 201 N OTICE OF A( C EPIANIC E: EVEDE-N( F SFB_N1JT I ED I I L o f 1.1 1 F F N I F L B I I I I I f DEPARTIMSTOF REGULATOR tea. MI A M HU=AODME MIAMI-DADErat N'ry DEPARTMENT OF REGULATORY AND ECONOMIC RLSOLJRCES (RLR) 11805 ',\k 2b Sti cc[, Routil 2('8 BOARD AND CODE A DINIFNISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACC E PTANCE (NOA) w%,%.miamidade.2ov/economv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is 1-wing, issued Under the applicable rules and rcgulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Mianil-Dade County RI R- Product Control Section to he used in Miami Dade County and other areas where allowed bt., the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Coilljol Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve. tote right it) have this product or material tested for quality assurance purposes. If this product or material fails to 1writ-'rtil it) 1he accepted manner, the manufacturer will incur the expense (if such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material sN lihin thck Jurisdiction. RER reserves the fight to revoke this acceptance. if it is tictcrinined by Mi3illi-Dadk: COLIW)' 1'10(100 Cowrol Scctjon that this product or material fiails to meet the requirements of the applicable building code. This PrOdUCt is approved as described herein, and has been de,igned to comply with the High Velocity Hurricane Zone of the Florida Building Code DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrele Lintels APPROVAL DOCUMENT: Drawing No. F1)4611 60-cd "lliccast and Prestressed Lintel Details", sheet I of i, prepared by Craig Parritio, IU ' ., dated March 124, 2003 and Drawing No. 1, 14612, n6cd "Cast-Crele 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 224, 2003, ho'l revision dated June 12, 2014, all signed and sealed by Cralp P;nr1no. P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice ol'Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE INIII-ACT RATING: Large and Small Missile Impact Resistant LABELING: 1:ach lintel shall hear a permanent labd 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 afficcting the perf0rmancc ofthk product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or d1J1lgC in the Materials. use, and/or manuf3clute of the product or process. \14isuse of this NOA as an endorsement of any product, for sales, advertising or arty other purposes shall automatically Icniiinate this NOA. Failure to comply with any section of this NOA shall he cause for termination and removal ot'NOA. ADVERTTSFMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if ally 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 submitted pages U..-1, E-2. F-3, E.-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NCIA No. 20-0630.15 IKMIAMHMDE C1 UNTY F, piration Date: 09/11/2023 Approval Date: 08/20/2020 Page I Cast -Crete LISA, LLC NOTICE OF ACCEPTANCE: EVIDENCE supmrrrEl) 7. EVIDENCE SUBMITTED UNDER PRLA101-IS APPROVAL # 18-0424.04 A. DRAWINGS I None. It. TESTS I None. C. CALCULATIONS L None. D. Q1.1ALITY ASSURANCE 1. ByMiwni-Dade County Department qj'Reguhuor) unel Economic Resources E. MATERIAL CERTIFICATIONS 1. Nllne F. OTHER 1. Compliance Lefler with the Horida Building Code, 201'" Edition, issued by Cast - Crete USA, Inc., dated 08/08,,l 7, signed & sealed by Craig Purritio. P. E 8. EVIDENCE SUBMITTED UNDER PREVIOI�S APPROVAL 4 19-0130.14 A. DRAW11 NGS 1. Drawing Aro. FD4612, titled "Precast and Prc.svressed Lintel Details", )he ci / of 1, prepared /),I ' Craig Parrino, P.E., dated March 24 2 003 and Drawing A'o. LT4612, tilled "Cast-Crele 4 ", 6" 6, 12" Lintel Safe Load J'Ohles", sheets / through 3 q1*3, prepared by Craig Parrino, RE, tlafed,,khirch 24, 2003, last revision dated June 12, 2014, all sjgnetland sealed by 0-afg Parrino, P.E., on '10111101,V 22, 2019. B. TESTS 1. Nonc. C. CALCULATIONS 1. N'one D. QUALITY ASSURANCE 1. ByMimni-11uh, County Department of Regulatory oml FI-einomit-Resources f'R1-.'R) E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article qf"Conversion.for a name change. LAC�imy A. Makar, P.F., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete (�!SA, LIA, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCI*. SL�13NIFFFIA) t1NDFR 1110,1A 10( S A1111ROVAL �'103-0601;.04 A. DRAWINGS 1. Drawing No. FD4612. filled "Precast and Prestressed Lintel Details", sheei I of 1, prepared by Craig Parrino, P.E., daled Alarch 24, 2003 and Drawing No. 1,74612, tilled "Cusf-Creie 4 ". 6" & 12" Lintel Siite 1.oad liibli,c ".wheats I throi(gh 3 oIJ prepared by Crem, Prill."no, P.J.'' dated Mardt :4. 2003—Usi, daiedApril-28, 2003 boilt /w ( 'rill" A'.'ri ilw P B, TESTS 1. Tesl report oll fit, tonli tc,mng oel -1 0 " A. y`2 , Py.(; aY / CfMf f t h l Odcl, I" Nvc, Lur ei Unfilled Models, total (?/ (13) concrete lintel spe.ciatens, per,-ISIM J­ pl q t4VC,i ,�y Applied Research 1,aboratories, Reporl No. 30404A, dated and sealed by Christopher A. 1himon, P.E. U. CA LC! 'LATIONS 1. Cal" i4hilloll's or ( 'i I's 14 1!cd i I i '9 0 cv, preparet 1111 'r,lQ! Porrino, P.E., signed anel sealed by Craig Purrino, P.L. 2. Ctilt *1411100ns fiyr Cust-Crete lJiplels, dated 05,2Q V3. 141) pages, prepared h,y (7n74,' Aor'w" 1, d8;d W(Wlcd i'l Cnnl�l 1,41OWlZI D. MATERIAL CERTIFICATION': I. 0ti,ditvSvv/eln Afanuid fiw Cii.�t-Creic Weichine Wilde Precast Linte/v reriseel owo Afeiv 1, 2002 z Casi-Creie Quality Svklein AVanlnlljor Prestres,%id Prodiii 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRANVIISCS %0, Illied "Pl, d aft ,md I'l't I.Jilrel Details", sheet I of 1, Ill C ra8 ,,� Airy itio P /, d(ilt .1 '-/, 200 i wid Dra,%ilvg A'o 1.14012, titled 'Casts 4 ", 6"& 1" / /,we! I e-od I, I,' i, hi, ll.� I Through .; of 3, prepared by Cealg Poll -lilt" P J,., 4'rw(11 hin 11 h 11, loi,o. R. TESTS C. CALCULATIONS Alone. D. QLjAIATY ASSURANCE 1. AV Alianfi-Ducie Courn k Building Codt, (,,'( Pill/ Ph (lilt .( Olfic. E. MATERIAL CERTIFICATIONS I Alone, Ileltny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 0911/2023 Approval Date: 08/20/2020 E - I Cart -('rote USA. LLC NOTICE OF ACCEPTANCE: EVIDENC.E 4IA011 I I EID 9. NENN'EXIDENCE SUBMITTED A. DRANK" INGS L Nolic B. TESTS 1. None. C. CALCULATIONS I , Vone. D. QUALITY ASSURANCE 1. Ay Miann-Dade Counri, Oepar!ment qi"Regzdalory and Economic tdt -win-( R/, /6 E. MATERIAL CERTIFICATIONS 1. Rolle F. OTHER 1. Complitim-c Letter with the 1-loo id(i Rifilding Code, 2017 Edition, issued 1)), Ccl.,t- Crete US4.1ne. th:iled N wakd h, Craig Parrino, P.E. 2, Compliance Letter- wills lite Fhwiilo Pml,hnl;, Code, 2020 Edition, issued b , v Cas f - ('.'rele USA, Inc., elated 06,11 20. N Ncalcd by Craig purrino, P.E. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09111/2023 Approval Date": OW2012020 F - 5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCk: SUBMITTLI)i 3. EVIDLNCE Sl_,� BN114-111) I. NDER 1IRL VIOLPIS APPROVAL # 12-0269.12 A. DRAWINGS I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. prepared 11 ' v Craig Parrino, P.T'_ daied;llart it 2 /, '00-, data! Orawing Ao 1 2. 1111Cd "Ca,sl-Crete 4'", 0 " (V 1 1. inicl Style Lood 41cck 1 ')003, IUSI 30/ -), M't7Mt_C�l 1,1 ('roi , Parrino, PL, duledillfal-01 24, .� revision dated Afarch 11. 2008, till signed and sealed by Craig Parrino, P.E., on March 22, 2011 B. TESTS 1. None. C. CALCUILATIONS 1. B),, Xfiaini-Datk, Courity Depuriment q/Terinilting, Environment and RegulatoryAf fairs. F. N1,XTERIAI, CFRTIFICATIONS J. \'one. F. OTHER I I It! Crvft, Coppm-illom, 'itacd V(1)tlwtb 0-'. 0,g)lcd olld 1cfdcd ky C I raig Parrino, P. L, cert�biing comphunce ivith the Florida Building Code, -20 10 Edition. 4. EVIDEINCII, ' st BMITIJI'D I NDLR 1'1tEN"101 SAPIIIZO1r AL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS I AWW C. CALCULATIONS 1. Alone. 1). QVA.1.1TV ASSURANCE 1. BY .kllwyli /)11,1" ( oulill, Deparlowni 01'Regulatorvand l"i onomiC (RER) E. MATERIAL CERTIFICATIONS I Nijilt, E - 2 Product Control Section Supervisor NOA No. 20-0630-15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 --- — ------ 0' F01.. 1 A I 't 1 1 VNi)LR 1,r)'10US APPROVAL il 1.4-0403.03 D1t,,%,NVINGS Ooxl; ',ii g 1 11 oprmu, �Igfi«� h" CIWI��, Pay'"! . W; P r .K I TignaW dno Ii. ary .o. S, 10 t., S I iA t L:1k 11 N S L N VI�S Ll R,N NCL 1 illy Oe t 'o unl 1 1,401 0 F I I f'R COP1111fi-MCC I CHO' k 11'11 tl�C Fh') "I �1; aq 1 AA, lilt I i( hit V %, Mlkl+.Ir, KV., M.S. tiqwrvkor �kpprw,:11 0�0t- 0� 20 '0'0 OCT 2 8 2022 \/RA lr�ls Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edil by Debra Anne Klahr PX2300 -6-0 CD tq —CU > CD c- 0 0- 2 0_ CU o Cn 0 0 -0-0 -= 0 I- ca. 0 (D = = U_ CU 0 %4.— 0 CU > An E 2 CL_ J_= ccnu IN 0- C5_ "OR -0 . =_ Cn < CU cn O C>10 2 L_ 0_ CL 0 _0 0 CU LLJ :z tZ May 27, 2022 SHEET NO, PA 1.4 Z-F. - li I E- C 0 I N c. - TILL $T TESTING & rNnINC-ERING COMPANY __iT'__' WAI M A Till IT. 11117 ". rx I PRODUCTISALUATION REPORT REPORT NOT. 2"72"1 DATE; juy 28. 2020 PRODUCT CATEGORY: Shulaii PRQlAJCT SUB -CA I rK;0RY- Slam Perels PRODUCI NA1W 20 GAGE GAt VANIZED SlEfl STORM PANCL MANUFAC'JRFR: Global Picbm;dm.Pmdmc%.LLC. 4IN'l0 S.W. i Sb*Ol PPNTJ.i"e. Florda333TAI 1I UROSE0F. ALUAMN: T'i if, a Product EvakoWn Report 44Uood by WaIll it A. nitk Jr.. Pi (Symern lD 0 1906) to the Global Protectlor ProdaCtil I IX Rate Chapter No. 8IG20-3. Method AID of the Florida Department of Business and ProhnhmW RO$WWftm This prodi.0 Is being Issued an Evaluation Report al dirliscirliseld heroin, and has bow vwftd /or complipMe in OCCOFONVO Wft line 21020 Seventh Ed#W of that FlorkU Building Cade. and to verify that the prodocl its for 1i purposil mended at loaal Oquivill to fill roct;Wirld by $,Io Lr,d-". Thr, ProdictEvniluslinn ROW shall tore 1l,1 i':,,,, i i,. *�.,­A anuivvryowirlcsi A li kill tAxk4 cil'arsi that may affect its honut-ons and conditions Z.F-VIDENCE SUBMITTED: 2.1. PRODUCT UALLIA110114 DOCUMENT (Illi Drawing No 20-176. Will SAGE GALVANIZED STEEL STORM PANF .V*i*llslthru26o#26pr*W*dbyTillec4�,,I,i,' ,;i»,Ti,i,,.,"'llk.,dyLlw'itit,Dtrat Tillit Jr . P E : datod 0772$12020. This drawing Is an Integral part I'Uerred'"''"", ", E. Yalu xqQ11 Kepli All k "' AlAIV, ,I 1, ; � I II I , 1,0,0., - I 4 �').`% I , ,. % I . 1 *­ , - A jo 4ir '. xT 1* . 1 .. . * V .a, kaz -tt"+4 *­"t cr; Ij­. t,'.,','l% -��iti�li�g�l,�uclfi,%Iw�.FAi�AIII66-1'IL.43S�471-15.1,,,,*'#*$4AT�I.v, rKV01i kA i4,k,As1l1UN,#0jVKL,U,"ra2-81 j 22. TEST REPORTS, Lai missile ;MPW Brod fatigue, Ill tests wofe ;wrf(;irrIAi tiEnder Protocol TAS . 201, 203 as pel stoalion 1626 of Ines Florida Builloinill; ctwo. or"loun ill iwql,), noper TAS202 Protocol Test reports prsporedbyHurnr.aneEnginesiing& Tostiti lme.Reports #WSOOdated OWMI94M,Ol►b 5700atu(IOP)11$JI99t, v46-,r3o antod 0912011996, all thireesSjoed and ,lia*ed ty HoctDr M. Medina P E , F&nwir-,ill Tftti% , ' W ;ob,:o?ofy, Inc. fe�,ails # 20'12 daled "I"IEW1998 and 0 2126 dated 10,105;11998 wilinoullilled by GAlber, Dilarrond. P-E and Repwpri No 0219A141i dated hilarill 4. i0ill signed and %**W by Ear wildo t,a%aflllTlr�xlo. PI and Henry'Hattem. P E Tansift it" report r,ki, 4CM-197 ~ v OC Kletw9urpic.al, Inc.. C;3loe Mon-.ri ,,'; 20LXj, signed and larealed by Frjili,i, Grii P E 2.3. STRUCTURAL ENGINEERM6 CALCULAnONS: On 20 GW Galitratilized Sreel'S'tonrri Paintil for traximum par,II I'll wind load, as well asmaxanurn arx,l SpsKing viD design vw rit 1,,:, 1: f lwypw n4sil on lal ;y­111:lti "rsrnri4r,l11,1T- ii, i, R;, ,",c o "l:;$ll::,I1111'I1!11�llit:":- jilliCli zection I 6 i 6 Irdl ttl4i I I , I , I ,,, I I dawilirox0atomb , I I, -.1 A ,� _.li .,,,.,. jjjijij.J:1:11'L 3, 11111IM-SILIE IMPACITHEMSTA"' Lail M163110 Impact under section 1026 of the Florida Builidinil IT i ;4s p,�­ TAS 201 Protocol 4. MND LOADS RF311157MI 20 Gage Ga vanizowl ,slil Sti P4111"1401 T10S 66011`1 V`11rll 1101 filliltilLill; VIIIJIIIA X94TAivust M"TTWITil ;airel length shall be a8 lindicateil on thatiIiis A, 10, 14. 15 115. 19, 25 uA 26 of 26 of Product Evaluation D(:iruff*nT(P F. i ) dirawing 11I 20-176. Maximum Ancwt,;T Spacing alliall bitt an 40icrivil t%n Snf)Ws. a, 9, TO. t 1, 14, 15. 17. 18, 19, 20 25 arw 26 of 25, of Product Ellasul Cocurittri (P,E 0,). drawing No. 20- 1 78. 5. KSTALLATION; Irstallatiun %hall be Wormed strictly in ac4ordonce with del I,,' I­atv I ari , �,Jheeft 3 thrij 7, 10 Ovitil 20, 23. 24 and 26 of a. of Product Eviii (P.E.D.), drawing No. 20.376 Minimum separation to glasls, :,:,: h 1: I I I 11 I indlicata,d on sheets S. 34, 16. 26 and 26 of 26. of Predict Evaluall [i, "lloilipj"Ohilt �/ .. �F,r *;1. ��;'�� A 4 . .'14 At ' "'tilit All , -1, , ". *, - .`11 CE10 ..", � ,.; '. I f A-1 I '. - A% I, - . ! I * � � ), ' . �.". ;,�!'Oit III Z� ' , -A �'IA - .. L.i� - , � ft, I A), I , q, 24 0� C4162AL-UM' ­­ K I A4 LAM ­ IAN.'AW %ttPer OR It011 kA­�Ai k ­4 ' . . .1.1.1 rL."" ,, ­,t Allots to a "K "WAM.AM is" *a" f. % -It; " l W .IA_Al liti IN lEXAV (IIATI IQ Al ', ., ­ 4_L - ' ­; � ' -I. 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I k:-, . - , - * " 1, I ­- Ali _� , $ Alittil I A 4, - LK =11A . � " I I !& r malw�, , r.z All I I . zill I - , --- � I ,6;- ��.' i C�Tll e­ All ot J , I I . -Z " I 4 AL. - - I. (?) �_ At A . '7 7 I I., ';��r L T'SlAillefl, 9,1 Ill I ., i li -, ­ 1r:­ ­ .;-- I gut U E* ZVI IT Itti 0 4,1i'll" it ­.. # ?-­ 91 : MAll 0 NAKI A, , T WALL...]IMUN',!r.EILMC 11 il QQA 111113kMIINQ Ill _S iWilo"Mia ALffJMATE 5 E Ali � ldoulmum '. kL MR, ; 1K^K LO-1 $04 %M`1 : I ,I � I � I .'I - (193 0=11dii I I 1) 1 ." 1­4.�Xk( (Ei i , 11 I-. I ;I � ­_,., ,'I j , .403-Wil.A Q, U_'M � z * ; il 4* , � `C. A e,1...­ i Will, ..'Atn'"I'll. 70 �., I I I 00 li , I ", , . I � * �,e� 6, � "11 � 1--_ - �`l ; 4 - ....... I I , I ILOJ414DA 6A.001.04W. COO( lili V*IW4 Hiliorrili b,­ I l'' - L , I CO -I L I I le i ,. 51 ,. 1 4" rile. u 1 1. Alll4t.,Klil Aryl,,.,„ I 1 14 . ' ' ; 20 UM CXVAOnD Snift SIQOV FkAllir, � � . , '; � * .- - ­ ­­_­ r TAtE �,;� - R(Mk P* ." I " �.'I, I,, ­111 0 . - 1,0. �. - . - OTECT10I PRODix A II ; C.111UNG. V �:.:Il�nlll / 'I TLE 2 II8 , No A I " ` I" . , " 1. AW I z 41iw� .XQUI -111,✓ - " - AlFilI IIIR 2.A - _­ ... ­--leei . I I -4*41" .L .. - . � Al� - , ­., ", . - - 11 1� 20-1 IS .1.­ , � � I *-.Mtseq . A , �_ : �­ - : ..1..,..,._,_.. - . At . 111'r ��" 114- M - - � A11T, I - . - ­­.-,_,­­­ . . . - . .� .................. . " ­ I L­ . , I All �, ]!11*ii�4,.,� i *i , I T P.- AT As I till"llit " 1 , I I I I � ;WA 3 6, MA I �:* Ril A L Cjjj&MC.TFAISTICS AND SPECIFICATIONS: Shako I t ti I dly in acloordanica *Nh General Notes and Corltnponeri% Indk2ted on sheill t, 2 All nd 22 of 26, of Pit oduct Evailluallion Document I P E. D ). drawing MAI.2o-1 m Asitt.-funtr toperAoistions. Anil be as indi4olted on bill -Al 1. 7,0,.L1 2 ll of 26, cil Peodur.1 Fviaihialinn Dqx,vrnr:rit 'RE D.), drawing No. 20-178. 7. LIMITATIONS AND CONDIT11ONS OF 1J%F 1 7.1. Slwsl LIA: vinc"y In cvnl�illail lli Goilleral holes fi 1, 8 VWU 14, Indicated on still i ol ?(i. nft vaIti;iK (;cnAllral, Nii Or I thris 4 and I I thru 16, indicated On sheet 21 of 26 of Pri E:,t1Il,i1'1i1a1ci�lgiiF,,i�ruI i.,'ua:.iu;ii,,ll�r�li'lolil'llt IF E D.), drawing No. 20-176 preflorad by TMew. Inc. and signets and seaktid by Walter A TAM. Jr„ P,E 7.2. Product may be Instill led wili(it iiiiii HIC"'Ill lillIFLOCITY HURR)CANE 1ZONES as 0~ on vaiclon Ilil of tho FkArOiil alui$iIiiij Coft 7 :k poodocit stead; 0','ili, be, Int't'llu-, , n1, ,.,lO r;oncretii imiticratel block, and ,wood trove structures, PrWilicit Evaluation Report pir"red by Walter A. TOM, Ji PIE" tf bride License No 44167), President Y Tdkitco, itrsc, (Florlds CA411101!1719), � , ,,",I, R...­I'1,i 1 , ,%�­A .1.i% A Il:l it.��cF'Al 't / I,--,-,40r'if4*j4 i16-�-7 I-5. ..� * * 1,- o -" ll, i . -1 I - .'i;- l, l I I e TO _S - ION ALI �v ;,"lliliftlitill"i Vill �V)',T".Tt'r,04DVON4*CCRDZ'P * RJAPORT 20145tOPAI VRCIII,I:;T" PIAIU.lr-.;*; 11, lIAIVAPI,1,'i"^;„,il'i,'L,LLSICNWPARnrDR"r.x^D.-P$t$ItPOI41 l,1';(r,?1_RTau' - - " T1 �LFE C,< > �IN C�"` N, it, TILL" A ­__.__._.___ 11 I I **lRAs*S&AAT1�r1l I A R ( I I I I( I I 1, Iii, I I k 1 14 1 I'. R, ) 114 10 k ; IT ,'I ,.ii .4,, 1 . I ARPORY N 40 .1.0-I.I12i.111112 DATE; July 27.2020 PRODUCTCATEGOIRY SWitters PRODUCT SUB -CATEGORY: Sitiorm Panels PRODUCI NAIIIII 24 GAGE GALVANIZED STEEL S10414 PANEL MANUFACTUREll Global PTO"C1,10111 PlVidUC111. li ,18t.%0 5, W. 51 Sil URPO�bill A[j ,,, ; !4 ,­: IPV LVLUATION. This is a iIldiljtl C vallualion !Rejorl Issued by Wither A. TJINL Jli PI., (S ys,tero 10 * 1; Okll� �, ill th I Global Protection Products, LLC1 Rule Chapter No. 61 Ill Method ID of the Florida Dolparinsont of Business and' Peclesill,lonal Rogitflalion lirli* rlr-a'rwil r is itieNnitl issitled an Evalluallon Roporl as d4mcsibild her", and has nopri virO0fropllln orrar,cordance with iho :CUV SoVeloth Edition of t1ho VIT..­ 1.% 8'I'lilillina ii ,and to venify that the pfil is for the purpose inichided ,A, ,,t li,,r;iii.,iloif",r t,�)r'1.-,Ir(.-(iiiii-f*ilbyllp,,Co& Irii-ii,'ii.NJLAa;-,L.,;v;4ii1uit,',,1.lI: �',� .-l'.:,r':l'OfeyIeW&ldftSb'()raftiCAq(:Of a el"Idirip C�4die charge that may" a!l;s,i,l il%i IYt!.-jl1:.'llio arid colwill 2. EVIDENCE W13MITTEP. 4.1. PRODUCT EVALVATION DOCUMENT 'P. 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NOTES: 9 VW?% 4; 0.1 Iyy I` i" 110 91Y olittili'l L. al— il Ir J,!gM * 131"qui I% C.O.r. r� 4. 11 CS 9«YG .11ti o 'Y"I I I ".. - ` lill A 6 100 A riplikol I ki -1 'all igilo Alk� ift"Ill So I I Afl A y 47 Coo 4 tll 16 "At"it nAst Aft."AL W :r'k­ 'ALI to Ia 1 WX — mv-;z. —,-I- Rl rXIM MAI Lkro=5011i To LI'vLol C. T.A -Lilolo Ip "Joill I, kill t. ­111. oli'M 1 -1 1 .1 IN I f 20-31S43 21 WNIMUM 011A(YVIRADLE SPAN Alwarlr r Irk rw 11 L. 14 - Ol"1F of 1 '47-- QPTIONAII, INTERIOR 1FA$TEll E3ETll tie W ppI pI fi PANfLPE I Aj� 4 Il'A fill "d. x4: nN wo, 1. �'7 M13 gig �j cr Li It QJ (D W 0 0 " CL Q) Z5 (D cz 0 0 a) -0 0 > U) 77 0 (a) CIO < mm, Virt v ifill R for Plans ReVi eview Assist. - St. 117C. V complianc completedand with the 2020 aPprc ved Y Deb Anne C 7th ditil 'a r 230o ........... ...... 4-1 "Irg C I W 71. Q) �'q I r �l; �,14 > Ihlrw 0 C) 0_ Al"i C HOR ritOTES C) I- 1 4 Ir V, 1 r 4 ill �I, ,c. T IAX K NO, j! �,�j 014 oVAIL"INI cu 51-iW 81 Ir, 1% raa o r��� U Cz 00 I T:1, if T r�o III AT W W S'l A'. t IN Ift, 14k4l,"ll rAI 16 4 1 1c.riaL< I ........... < EL SHEET NO. S SH 1.5- T1 IESE DETAILS ARE GENERIC AND MEANT TO 31 TOW () NERAL FLA31 IiNG AND WATERPROOFiNG METHODS TO BE USED. ,>.'6' L;EMErr T PLASTER i2 MIL DRYLOK CMLJ - MASMRY FA OCK EXTREME -- %MND(WJ FASTENER 1 . + I)SEALANT AT 4) SFAt, ANT JCiiNT wINO(?vr Lt(XK TO r. UTSIuDEEDGEOf ':: ', ,{, .' .:� MASQNIIY WINLKJW BUCK 2) SEALANT JOINT 5) SrA1 ANT rROK. L :• . lNsiDr rrx-� or 'AONDOW FRAME WINDONr f3tJCK A(>t(= WINDOW 13LK;K ►' ANU E x I E ND 10 - V%IINDOW FRAME MA:UNRY AT1At2IFIJ PFR COD= El rr',rtLLDSEALANI titUU�iE4tENTS I it,AD'ARIDGIN , r:i .Ar1 rl',4 i ANO VWNII)Ol " rv1ME -- - 31 $Fni ANT WINDOW FRAME Tc: VV NOW SLICK ALL IHE WAY MOUND Ai4C:LVOMCi GALL, SCS 06 05 CMU INSTALLATION P()INT BUCK AND f"CNESTRATION INSTALLATION AND INTERFACE JAMB. SILL AND HEAL) DETAIL APPRt ►VFra S►,FATI-IINt L APPROVCD HOUSEWRAP sTRUCTALATH TWIN TRACT( 2.5 314- CEMENT PLASTER i2 Mil (min) DRYI OK IXTREMr APPROVED FLASHING TAPF 1r" SEALANT SOCKET WITH TOOLED APPROVED SEJALMT WFAiMEH A ItE5a8JTI1rE AA BARRIER 'OL.D UP WFATi if i i'ESISTIVE BARRIER EMPORARII Y SECUPr''.: WOOD FRAME CONST R EXT ERIOR SELF ADHERED FLASHING SHEATHING 11Y I APPING DOWN - OVFR RIM JOIST AND IIP ti WALL BY 6 IN - VVEA rMEH \ RESISiTIVE BARRIER Sr AI TOPS Or JOISTS - UNUEH DEC'KINU (SFIF DrTAII WP%17) ADHERED FLASHING i HEAD FLASIING TiE-IN 1NSTRUXTIONS: 1. Gut, told up b temporarily secure weather resistive barrier above header to allow for flashing Installation 2 Snit-odh6red flar,hmg plus hr,io flashing u66m, weAther resistive barrior 1 ' 3 Fold weather resistive barrier back over head ftsshln,l anri Baal with tApv 2 SELF -ADHERED FLASHING Sceie. NTS FLANGED WINDOW FI ASHING INSTALLATION AFTFR V:';_!ATHER RESISTIVE BARRIE=' 1W P 0 1 CXTEMOR 511CATIAING REFER TO IFCHNICAL T I- I I F R ON C HF MK:AI COMPAT IpILITY sCLr ADHERED rLASI IING rq, 1 `-- NAI IJW F I AN(,!- DO NOT FI.ARM OVER 1 SOT TOM NAILING I-LANKIE SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST �f P - SH F-ADHERFI) FI Ai;Ht1.. t2 \- VV P 0 4 ,.'-DOUBLL JOIST wvUU BEAM BELOW L- SELF -ADHERED 1- SELF -ADHERED FLASHING FLASHING SC:S 06 02 WINDOW (SIN INTERFACP WIT' I SELF -ADHERED FLASHING tV Y P07 EXTRUDED SHOULDER DECK JOIST V Y SELF -ADHERED FLASHING 2x FHAMEWALL---..__'`_ PRODUCTS DETAILS TILE FINISH ---.., WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE F13C RESIDENTIAL 7TH FDITION, (?020) Detail Instructions Rethr to the number marked as C-N ,n each detail thtat corresponds to the tiurribered items In the list of instructions Llelow: 1. Install self -adhered flashing in order as shown by nurnbeis 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building Pape► 4. Gplit the release Paper using the ripcord (Split release an demand, (`mbedded 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 flastiiny material (6" x 6" Minimum) 6 I -old as shown by arrows 7. Angle of corner may vary, adjust folding of the flashinq accordingly to fit tight to oorner A. Mechanically fallen as neressaiy lit" DUROCK 1'4" PER PLAN 1'-0" PER PLAN SLOPE &" CMU - E-- - - - �y 4" OR 8" CM(l F �' •.9 • -: (PER SEAT DEPTH) - -- FILL WITH GROUT SLOPED MUD BED -=_ 77 --- VI'NYL SHOWER PAN *1 d U SHOWER SEAT ,IYEAIHLIt ItLJ,J iIVE RARRIr R :ELF-Al7)HFRFD FLASHING EXTERIOR DOOR WIT14 DECK - SECTION A WINDOWUNIT FLASHG REQUIREMENTS - 4,%ti(.?Fi HUUQ.;H UI'ENMK3 F"�'�'"-" ._ - 0.3 in 7 12 0 111 R70:i 1 Gene ,a shn ' i I :Vide th,'=• i weather ; (­.istant eyter,or wall envelope The rxtprinr wnI1 Pr1Velnrr' Shall - vs--i" RFnnOF CONSTR (0.6 crn . 30.5 cm) nolude flaShi ri pc in =.r. -lion R704 ADHEsrvL. TO BEAr°PL.iLI)uFJnri ' LLF-ADHLHLU t-LASHING TF#tr' ,1 loi n OF DOOR AND RETUI?NUPJAM86' USL LK, F2703.1.1 Wa -al' n . ' `O'''F 5:1a[l be ties:• ned and CrrOStructTad ►n a !1', !, NAIL, OHANLI UN tUUAL avtA F X TE R IO R r manner that prevent.> he accllnluiation of +ater PR00( CAULKING CE:MT. FIN. Within the wa :tant barrier L Behind the ..xtenor Clacldiri�4 as required by S'ecbQri R703.2 acid a m�e.ans of It Hi-0 FLA41111V _ BUILDING PAPER draining to th _ _ , ttt� : _ trates the exterior c;a �r:irlg. --- - > WIHF LATH R7U3.2 Wate �t'ridr. of "Jr� 5 asphalt `rtt, free frtsrT r: ales and brHalcs, complyllly with A TM 0226 fcr Type ) felt or otr SubKOOH- a balrriei :• Ili be ajlule„ over `t'.i.: or slreatiliny of call exterior walls Nr, 15 aspitlt felt shall tie appllk,'ti horizontl �;. -. y ... proved �• with the uppt Lr r� ,.pail r'r1 this lour ei ' a' car t�_,[ -5s than . in<;hes �l;�he; e faints occur. felt shall &�e upped ,,nt less than £inches ether - - , .l t;r .n�, lled Ir _.3- •- v� th the 4. ,ter -resistive barrier manofacturer's installation itistructiions. The No.15 asphalt : t approved ma ; iti� ..a` t felt or other .. or(J'L.E°:'� .'later -resit :�� jjfrl:r r:..:;�rla Sl`,jll t,,c) 'ontinu,,is to the to,.., of walls and terminated at penetrations and buildin. RIM JOIST e e XTFRIOR S,•►i j V4'-i" RFAn of CONSTR ADHL sIVC TO BE APPL !Lit UNDER - T► RIFSildl_D OF rx' oR AND RF'TURt, UI= JAMB 6-. USE: LIUUIU NAIL HHANb ORFOklAt WrATHERPROOr C'3VII.KING SLCTION•A (SEE DETAIL V6102) -14 SF I ADHFRFO A &SHINCi - Y �I \ W �LAL TOPS OF JCN:.TS t/rYUER OEIIIVW; (SFLY Df TAIL WI107) `- SELF-Ar7HFRFn I-(_ASHINC, EXTERIOR DOOR WITH DFCK 1*1140A r14i IVc'I SELF ADHER SELF -ADHERED FLASHING OU I SIDE CORNL P 1-- LU 0 > 00 Q v _ LIJ LSJ n H (n = W � U w a= M W LL w rJa iM WP11 )ppendages n ,-".. : r tC ,tie.�t the requir: �VtS of the c xtcrior wall envelope as dc�J -nbed in Seciron R703.1. r (_1 R'03.7.3 WJa : ;�artil�r� '~':'ales'-.c35i5fi'�r. ;>arl'i r5 311*i he installer! As required :r, ,;eL,tion R'70 3.2 anti .':I-�Nver applic<,I over ,krfc.,d-basal: `r�•. ^ sheathing, sIt - a resl't . _ipur-permeable 1_rLifner with a �)eTfcrMa;IGe At least er1011,d)W)t 10 t::L) )ay sfs of Grade U paper. The �1 _ L ___...____ 2 indi'vidual lay ;hail bi: wt, t�,; ,,:J ir,, tt;-peridenth; Such that each laver provides a ;eparate cerainuous plane ands arty flashing (instalter: -- _ accordance- to duim to ''Ie water rr-5l;tive barrier directed between the layers. GI=MT. FINISH FLASHING SILO PUTSHELFi CHIMNEY SHOULDER 3 Excep .tr(:- _nta watr±r resistive bane, tnat is applic;i over wood -based sheathing has a :eater rc5iMance equal than of +50-r!`.I,;ute Grade Fpaper and � separated from the stue.co by an intervening, EP:01 substa: r n,,; nvvater 3t,sorbing lays r ar designed Grainage ;pace. MEC­ '�I( ALLYFASTI. RUBBERIZED RUBBERIZEDASPHALT � NEh ;.i_J IN CORNEH�; ADHESiVF WARM-L s.N' 4a , . +, u ? HHOUGH SELF : F,ERLF[ ASPHALT ADHESIVE t ,� rT1etal flashing, vinyl flashinq sr�, r adhered membranes anr" rrlechanically atta+chF. u flexible flashing shall be applied FI AITMINl; .I:,a.+„ K ►a�An R703.4 Flash ��' _� FL.A!;IIINU.,LL FLAsHrN(S st-Lr-At�HEREDFt.AsriltrlG-� shin le-fashii- , o, ._.;�ordanc. '-with the ma+llJfcaCturE=r'S instnJctions. Metal flashili shall be corrosion resistant Fluid -applied membran,rs FL ANC-ED WINDOW g 9 pia t..Li:DETAIL WPt1,: used as flash ;,, !--i be irl accord-�r,ue with ttiemanufaCtuter's instructions. All flashing shall be applied in .:r manner to prevent the SCORED v entry of water into +i k,,valf c a%fit or 'penetrcdti,.;"n of water to the building structural framing components. RF-LEASE PAPLR Setf-adhered _,mDran€'s use -a as flashing shall comply with AAMA 111. All exterior fenestration productS shall be sealed at the juncture with T r r t` 1 .. + ., v.L► Ul(! .-last a ., ti taR6 4 n r + the building v. ,� tr�rth a J ,T o�fz I :, Itil ni' A a /' r r rproper IF. )HIMAO ItCeEA PAP[ta TUTiIPOSE bU Id g Lad t G p v Ig w 1A 800 4�a fM C9� , Class 25 Grade NS or greater for ivint expansion and ; EHTIDAn�:Nt + A01 r' IYLA..ta,owail contraction, iL - Tf.'i, is 31, AAP:t�; 512, or fitllt:t' approved standard as appropriate for tl�e t e of :;aslant. Flue: -a IiFcl 111C-arllbrc�nlrS US@d dS vfRncn, Y : ►� PPtype pp FIOTToI,R. i flashing in ex rvaal sh-:il c<)mnl°y AAMA 714 The flashing :;hall extend to the SUrface of the extrricw wall finish. Approved flastlrngs shall be i'nsta ` t!- -1 "ming i0c-,atic"In5: 1. 1.Ex . �ov,r area :::nor capert•�ta,. Fla'`hina It +.:-xterior v=: irlctclw and drJ!ar openinqs shalt exterl(.i to the suf3t;e cf the exterior ,wall finisl ;Y'k ".'sate` -resist;: e carrier corer?iy;rig with `~ec'tion 703 :' for subsequent drainage Mechanically attachea flexible (lashings ' 2 shal _ . r �.i�, ;h ♦Alen: 71 flashing at exterior ridow and d�aur opening;; shalt be installed in accordancet '.with one or more of the 9 �`\ folio . a 1.•! The f:;i Ir: �t ration m,3-1 Ifactum.r' irstalir;t,ora and fla;h,ng instrur.tio a , t rs, or for application., not adrtrr:s,edin the fenestrztu;l, '-i46argufact `Cr'S instructions, in accordancc with the fleshing manufacturer's "nst'r'L;Ctions V,'here flashinq instru :lions or Details are S sla'r� I V) ,ud,- ;c.,7.n I-i5f1019 SJ)aI yr inslialie d at liar :,Ili of exiR=:r,.,r window a [; oour ope-- r, tI!9,s. Pan `. rsShiny S', 1 111 De st'HirJd OI- \ (" a in ;zo, .I -i I --canner a to direct `•'Jat.erto t';r :}urface of Cite exterior •.':.ail finish of to the watei resistivf- harrier f:;f sUbSF;1:.ar.;lt dai9'I��r.T�' �r, nix . ,;sir:g pan flashirTg stlall ;rt�;Or rats tiashing or protection at the head ano sides 1.2 1 2 In , nshinq d'csign or method of <, rcgistered design prefe s)orlal. WP06 (�� SELF -ADHERED FLASHING 1 3 1.3. In : o, :•: :, a ,+praved rnct'Iods ,. W � V s INSIDE CORNER 1.4 In E i ..tier" 1.,'•, F?'vA,,1AAr•.`A. •IOU, FMi,," AAMA ::R;��., FM.A,Ah'['�r•;,y 250, FP:1y.AAPvIAt VvDivlA 300 of 1=MA/AAfAAfWOMA 400 2.2 At ;. Trite°r ( :1,ion Of ,eys Of oth , masonry construction with frame or stucco walls, with projecting lips on [loth Sides under -16iound�+A 3.3.Ur 'a tl:,. �. TIC'' `" ;i:;tilnljt, wCO(1 Cr metal ..tapings and 4.4.C( !)ove : ,4ctirig wof'•..: trirr. 5 5 WI' .1Tn,.^.F �tr ;!.air; :att, r.h t ; a wall nr t oor assor!iNy of wood -frame construction 'T 6. B.At "d i f wale' :7esrslent Bairie-i 7. 7. At L i th II•CFAfI)iiEfiEUi I.A:;iIIPJCi Sh Sheathing ' TP �C��� DE ;AILS ARE GENE AND MEANT TO SHOW GENERAL i �. HLRLU FLASH'Ir^lL, PLASTER STOP H CONTIN1.0 )� BACKER - R(N)K tit Al ANT OA 4 5 WP08 Ii^`iiitW01-SAF Ui::WNA ;( 0_ ok:N .. WRB / 1 BOND BRIAK v" RO ,. SrIAl) 1 -"WRAP Of, WRR ONTO *. THIF VFRTICAL ' Ci IRFACF TO TOP OF' 1•LANGE.ASANAIH E,AIIHILH : 3.MrINCH FLANt;L J. - 1 I I i �; CLAP IS A RE 51. t T OF NA URAL SHRiNKA(A- _ L NOT SEAL. \-.-DRIP Sr. I*'_V0 PLAST'C ACCESSORY ;a Foundatltu, %Vdll 4 a FOUNDATION WFEP SCREED 5Ut'FI t,JGAf�t t [t.LVI:Fd 1�! LEGEND �a+ � • rRRt�,ihll:rREEJ A I,'�AGr" Pt ANi (DIR) WFATt1i R tit ' .a*TANT -R "Bi - ND RRFAK '04 ATHER RF..q,- ' ANT RARRIF I? -- ..- f r-URRINCa lSF) IATIi ----- ••.,+^ r^�,'�� _ `­i-ATW QW, PLYW-K,U. DENSGUJl ,, •`1SIROCTURAL FRAMING ,�--81Htll: t VtL4L 5`tItP.Tt•TINt; --STR6' OI- bAt ORAINA61' PI ANr b'i n l ;Nrl KRFAK WHtl I1 f ---SF LATH i EH SI;>i, A Ni�Jr7oJS B/4XE'R RI.LU LAN i VTITIOUS FINiS,i WP10 Cement in accon with ASl over wot 11001 4« 0 CD .�..r a L- _0 a� o 0 t77 U 0) O tL C- O O U_ CCS Q � r, , cn -p J C'! Cl) Cz CZ - AND WA ML ! HODS 10 BE USED. f PlansReve ReviewAssist.In or co c -- - 1 "Lti" Ce111P.T1t file! ter in accordance with ASTMC926 Felt barked metal lathe in accordance � with ASTNIC 1063 t Buildn, aper f L e ti- 4., r. • _, s }ti,rtg � � a. Vti S COMP liance by mPleted and a the tune 7 Debr Hlahh 1 pX C ?300 7:'t3" Cernerit Plaster ;n accordance with ASTMC926 +i r' .._...__ 4 :ell barked meta} lathe in accordance with AS i MG1063 Building Paper _�. - oep Cr r 1. d • tJl"t _ S�QI �� �� '•,' � � �'.. , -tiler �. •,� . �� - I 3tamp:rde or similar 1�. ,.. r' y� ~auk buttom Dint only to >< 1iI'" f r,'S7f Weeo a .'reed Si,,-r7ltlt� installed As Pei. ,�ti Specb \ 112" C-mentitious \ Deem �itive FinrSh i o•. ..�,� -- ._.`"` -All inside an;; outside come,: will i ' :sz' '. •�, i '�/ 4 need to be miter out and Caulke ,all I s ; .: ��' ' °•,,Q• ,o,o•_: butt joints need to :�. t1Ar.altfkcri alien �jf� •.' � � �'' $totTlpede Ot tiutT, r, ,catilk for all Note: j ' The tau,iding paper and metai lath ni.lat oe installed over the top of the weep screed. WFFP !;CRFFF) DFTA IL (3) 4� C r� � rt► O U 70 U) L1J Q z mot: J 0- SHE[:.1 NO. WP1 r, 0