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HomeMy WebLinkAbout1201 W 7 St (A) 17-2172ELECTRICAL. colJDJt Z7ymwt. (lectrlcal Meter 1 8 Chime - Door Fell I x�d Dteconnect 2 C3 Telephone I �1 Television - Cable Outlet 3 CeliirgA Fan 4 C:7- Exhaust Pan - C--111ng Mtd• 2 REMIF FNENT-VZLECTRI'GAL Flood Lights 2 2. ALL RECEPTACLES IN ALL SLEEPING ROOMS SPALL Fluorescant Fixture F - - - _ight Fixture - Celiinq Mid. I Y L_141t Fixture - UIWII Mtd. 4 - Outlet 21 Outlet 220V 3 Outlet GFI 5 8 - Pendant Light Fixtures i Full Chain Light Fixture 1 -( Push Button I 23 Smoke - Caroon Monoxlda Detector 5 U _ G 1 1 6witch 11 s OUTL�5 Switch 3 way INSTALL GARBON MONOXIDE (CO) DETEGTOA6 WITHIN 10 1FEET OF Telephone 3 Weather Proof GFI 2 FLOOD I l' i , /,� FLOOD LIGHT ` - ( / ` l LIGHT , TEL. , I / , — 5.D.` REF.- Nl IV fs 'l�1 TEL-, 1 (OPTJ - L J - SINK lU/COPT,i _ DISPOSAL P.W. FN, J7 _-- TE ------- ------------------ X -------- --- --fel HfMEE rj. j ------------- - 5,D. F ------=-C I 1ELEG, L�• � PANEL\ TEL. J (OPT.) I Jul- 'i (OPT.) METER - \ !30 APIP I.T. ELEC. SER/ 1 VICE -f- LOCATE)' - �n" cP.N �Lccr: 'ccNc. SL4a l' y 6.6 - U1.4""L4 J.W.P. OV'_ -T{ 6 Y2. VAPJR ---1u �-o FRCN FTCTO --'"R T:F 5F -A" BFUCE TO BE 1UN.'6' GRCL7 r111- 5OL V GRAPE j CLEAN z •LOMPACrEP FILL L ^9 K T `NPAcP /IG Q PITT AND TiR`111E TREATEC— 7b' x I6" MO \O r CJ •5 CONT. ON ClUigS —L/ i MONOLITHIC, FOOTING 1J.T,6. 4' =WC. JLA15 L/ 6.6 - W.W.F. O/ER 6 MIL. VAPOR --12' x It Mcm -,TG. JAKRetR '^-� ONO CNT. ON CRA R6. { GRATE i� CLE4N - 4 COFPACAN Full .s n sramARP � — (1gvo,Ti i;RMtTE TR-- TREAT= - I -o' 4` C2 MONOLITHIC DOTING PLT.S. F e CM BLOCK 4'W00- 5L.A0 W1 64 ut JL4 J.ULF. V1 1� FROM HI to. ovW.`T•/A•OR I _ _'Tie a At1 6F•I ICF TO 3F hPL 8' GXOJI CELL 6OL1U - f :,Lev COYPACTE2 FILL - W * STAWA--,ii DENS,TT ,WD T�c�rtE TREA - t — 70'. Iv MONO FTG. IL 5 cCNT. r"1 1 ON GUAR: TIP, STEP DOWN FTG Pl.T.6. 4'1_OKG. SLAB OF -R 6 "LL VAPOR 3ARWER Y r 4 a Lz'i. A a' P. CONC. = a. • r1, •5 CCNT. CN CWT LikS r-4 ALT STEM WALL FTC, �. N.T.S. S"Wx3"D THICKENED EDGE W/ 1 05 (CONT.) INDICATES FILLED CELL W/ (1) *5 VERTICAL (TYP,)- Sn O 4" i Q i 1 _ 1 _4 4' STEP DN. } 3 GOND. r UNIT ilr �11� I `lret: i A a --------------------------------------'---------------------------- ----r- l_ 1 �. `J s� ELECTRI('AL {PLAN SCALE: 1/4" ILII NOTES: U. 1, ALL SMOKE DETECTORS SNAIL BE INTERCONNECTED W SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS AND WILL BE AUDIBLE IN ALL 150 AMP SERVICE SLEEPING AREAS. Vr--Z:FY 6E VICE 3 (2S0) MCH ALUM, REMIF FNENT-VZLECTRI'GAL IN 2 I/2" CONDUIT - ADPL.. PANELS A6 RE O. 2. ALL RECEPTACLES IN ALL SLEEPING ROOMS SPALL 1�! A/C PISc. c2o CIRCUITS) rrP. BE ARG FAULT PROTECTED. i- - - 1 11 REF, i I 4W COPPER TO L*14T6 CARSON MONOXIDE DETECTOR U _ G 1 1 � 0 s OUTL�5 INSTALL GARBON MONOXIDE (CO) DETEGTOA6 WITHIN 10 1FEET OF 410 COPPER TO 1H ALL SLEEPING RODMS. THE pETEGTORS MUST BE HARDWIRED WITH D 4RC INP PANEL p� .. +8 GOPo. ER TO RANGE BATTERY BACKUP AND MAY BE COMBINATION SMOKE(CARBONJ 5ERvICE 5Y (20 CIRcL;JTS MONOXIDE DEVICES. i YrR CO. n y m ! -ALL DL-TECTOR5 SHALL BE 5MOKE/C:AR5ON MONOXIDE COMBO. \—'2 GROUND 7U 318' ROD (:O' PEE?) ' -ALL NON-GFI OUTLETS TO BE ON ARG FAULT INTERRUPTERS d HONDA TO FOOTING STEEL AND TAMPER PROOF z ,GFI OU-rLE75 OIJTVCOR5, GARAGE5, KITCHEN,[ BATHS. 7� i/%C.%"11IR1�,�°"t ISE ELECTRICAL. - 0 �.J1 N.T.S. -ALL ELECTRICAL SHALL BE iN ACCORDANCE WITH THE 2011 CL CL NATIONAL ELECTRIC CODE �n" cP.N �Lccr: 'ccNc. SL4a l' y 6.6 - U1.4""L4 J.W.P. OV'_ -T{ 6 Y2. VAPJR ---1u �-o FRCN FTCTO --'"R T:F 5F -A" BFUCE TO BE 1UN.'6' GRCL7 r111- 5OL V GRAPE j CLEAN z •LOMPACrEP FILL L ^9 K T `NPAcP /IG Q PITT AND TiR`111E TREATEC— 7b' x I6" MO \O r CJ •5 CONT. ON ClUigS —L/ i MONOLITHIC, FOOTING 1J.T,6. 4' =WC. JLA15 L/ 6.6 - W.W.F. O/ER 6 MIL. VAPOR --12' x It Mcm -,TG. JAKRetR '^-� ONO CNT. ON CRA R6. { GRATE i� CLE4N - 4 COFPACAN Full .s n sramARP � — (1gvo,Ti i;RMtTE TR-- TREAT= - I -o' 4` C2 MONOLITHIC DOTING PLT.S. F e CM BLOCK 4'W00- 5L.A0 W1 64 ut JL4 J.ULF. V1 1� FROM HI to. ovW.`T•/A•OR I _ _'Tie a At1 6F•I ICF TO 3F hPL 8' GXOJI CELL 6OL1U - f :,Lev COYPACTE2 FILL - W * STAWA--,ii DENS,TT ,WD T�c�rtE TREA - t — 70'. Iv MONO FTG. IL 5 cCNT. r"1 1 ON GUAR: TIP, STEP DOWN FTG Pl.T.6. 4'1_OKG. SLAB OF -R 6 "LL VAPOR 3ARWER Y r 4 a Lz'i. A a' P. CONC. = a. • r1, •5 CCNT. CN CWT LikS r-4 ALT STEM WALL FTC, �. N.T.S. S"Wx3"D THICKENED EDGE W/ 1 05 (CONT.) INDICATES FILLED CELL W/ (1) *5 VERTICAL (TYP,)- Sn O 4" i Q i 1 _ 1 _4 4' STEP DN. } 3 GOND. r UNIT ilr �11� I `lret: a.-0,1 a oa FOUNDATION PLAN SGALF: i/4" = 1' O" IF A DOWEL IS MISSED, .APPLY W/ EPDXY (SIMP&ON CET) W/ b" EMBEDMENT. DRILL 3/4"4 HOLES FOR S DOWELS IF STEM WALL. EXCEEDS 32",FILL ALL CELLS W/ GROUT AND APPLY i 'r5 /ERTLCAL e a" O.G. (MAX.) FOOTINGS HAVE BEEN DESiGNED FOR A SOILING BEARING F IRESWRE OF 2000 PSF ALL SOIL OR WASTE PIPE OR BUILDING DRAINS UNDER A FOOTING OR THROUGH{ A FOUNDATION WALL 5i1ALL HAVE A PIPE 2 SIZES GREATER THAN THE PIPE PASSING THROUGH AS PEI? FLORIDA BUILDING CODE GENERAL NOTES 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BART IER, ALL JOINTS TO BE LAPPED MIN, 6' AND SEALED, 2, PROVIDE 4" CONC, SLAB W/ 6x6xWJ,4xWl.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE `TREATED COMPACTED FILL (MER ME61H1 MAY BE J5ED ILO WWM), 3. YERT, +5 BAR TO BE HOOKED AT TOP 4 50TTOr`1 (FTG. AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER L FGS EXCLUDING BEND m EA, END. I�x.P SPLICES SHALL BE NO LESS THAN 2�'. 4, CONSULT IW/ MAN, SPECIFICATIONS PRIOR TO POURING OR RECESSING- DOOR BILLS. 5. EXTERIOR 5LA55 514ALL SLOPE 1/12" PER FOOT 1 AWAY FROM H10U5E. o, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN it USING FIBER REINF_ CONC.) CONTROL JOINTS TO, BE SAW CUT TO A DEPTH OF THE THICKNESS OF THE SLA,5. FILL CUT W/ APPROVFSD JOINT MATERIAL OR USE ALIIERNATE APPROVED METHOD. INDICATES GROUT FILLED CELL WITH (1) VERT. 45,GONT. FTG, TO TIE BEAM fo -8" O.C. MAX U.N.O,) (REFEF, TO NOTES) 1, IF A DOWEL 15 MISSING, APPLY w/ EPDXY (SIMPcON ° ET) W/ 6" EMBEDMENT. DRILL 3/4" DIA. HOLE FOR ° DOWEL, 6, NO WOOD GRADE STAKES PERMITTED. Sol h,%.%IL449iYl41 r, �J '. i S✓` J C' Ut DING - <H. SIJ 1 - L 411 DrC 4011100 t_----'- :- 1GINEERi OR4�, A 5TFIUCTURAL ANO WOLO AD R=AEW OF Tr1E PLAN.1445 BEEN PWDE 6Y GRIE5 EHGINEERINGJNC., CIVIL=NGtNEER NIG - "OLOAD 4 STRUCTIJPAL DESfGN ..AND 15 IN COMPLIANCE WFnl FBCR 20'4 - 51h EDMON T -ES CCR: FK.:TpN 19 FGTT 6'.7.�if1� 4.`G UF,fi'A4D raL^IS•-tc f -=`1f3 A:PJ FGR GORT.F UTO 11 bN FfV Hn F. I04, Fi-caLJ4TAL, {ELT O'1 rYAI GtLY T4 a LL'2T.FCAip" 19 1:0': ,;l HPL" :IAT yQ,c^. FiGJ.EHi1\6 D'.Fc AJ!* GR LF -„s+c F1.C1s. rrE -X,�ku LE I .Wlarv.Y:r Fa:� 3=N ��C•"-D T'J FBXT rrrrl'<.+c5 u• :"E ❑i�Hv 11 O ccFs MR, JACK L. GRIE5 P.E. L"C• .375'0 ;00 5AL 1•Y`RAL CIRCLE LE56L'R6, FLORIDA 34128 (352)-16-1-6161 FAX: 1752.1 3:6_2931 A a --------------------------------------'---------------------------- ----r- l_ 1 �. `J s� i � jam - 1 i ROLL -IN %! r\ - in - y f13 U. a Ir..WEa2 ' W cw r d � LL �s 7 4" CONC, SLAB RFJNF, w/ 6x'o, Wi,4xWi.4 W.W.M. OVER ` 6 MIL. POLY VAPOR BARRIER 1�! 1 ON CLEAN, COMPACTED U ' ' FILL TREArED FOR 5UBTERRANFAN TERINITE5. !� j (=1BER MESH MAY BE USED iLO IWWM)AY i- r i - ALL REEAR GRADE 40 1 11 REF, i I U _ G 1 1 � 0 p� 1 " n y m -4' DIA. SCHEDULE 40, i ' V P`!C. A/C CHASE z 4 0 SIN D.W. CL CL lr X11 1 1ff ' Ir p 1 , ' y 1 Is I 40 GAL, Z1D. 1 ##qq I X11qqy'1 9J�1;), - -- � -- Irl _J� � 1 1 i 4 } , [fr 1 oi ---'---------------- •------------------= -! 4" S P PPL i , _4" , � H.B, ^ 1 u 1 3` 8° 6' -Il., W 2'-1 4' O' Q ----------------------------- a.-0,1 a oa FOUNDATION PLAN SGALF: i/4" = 1' O" IF A DOWEL IS MISSED, .APPLY W/ EPDXY (SIMP&ON CET) W/ b" EMBEDMENT. DRILL 3/4"4 HOLES FOR S DOWELS IF STEM WALL. EXCEEDS 32",FILL ALL CELLS W/ GROUT AND APPLY i 'r5 /ERTLCAL e a" O.G. (MAX.) FOOTINGS HAVE BEEN DESiGNED FOR A SOILING BEARING F IRESWRE OF 2000 PSF ALL SOIL OR WASTE PIPE OR BUILDING DRAINS UNDER A FOOTING OR THROUGH{ A FOUNDATION WALL 5i1ALL HAVE A PIPE 2 SIZES GREATER THAN THE PIPE PASSING THROUGH AS PEI? FLORIDA BUILDING CODE GENERAL NOTES 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BART IER, ALL JOINTS TO BE LAPPED MIN, 6' AND SEALED, 2, PROVIDE 4" CONC, SLAB W/ 6x6xWJ,4xWl.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE `TREATED COMPACTED FILL (MER ME61H1 MAY BE J5ED ILO WWM), 3. YERT, +5 BAR TO BE HOOKED AT TOP 4 50TTOr`1 (FTG. AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER L FGS EXCLUDING BEND m EA, END. I�x.P SPLICES SHALL BE NO LESS THAN 2�'. 4, CONSULT IW/ MAN, SPECIFICATIONS PRIOR TO POURING OR RECESSING- DOOR BILLS. 5. EXTERIOR 5LA55 514ALL SLOPE 1/12" PER FOOT 1 AWAY FROM H10U5E. o, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN it USING FIBER REINF_ CONC.) CONTROL JOINTS TO, BE SAW CUT TO A DEPTH OF THE THICKNESS OF THE SLA,5. FILL CUT W/ APPROVFSD JOINT MATERIAL OR USE ALIIERNATE APPROVED METHOD. INDICATES GROUT FILLED CELL WITH (1) VERT. 45,GONT. FTG, TO TIE BEAM fo -8" O.C. MAX U.N.O,) (REFEF, TO NOTES) 1, IF A DOWEL 15 MISSING, APPLY w/ EPDXY (SIMPcON ° ET) W/ 6" EMBEDMENT. DRILL 3/4" DIA. HOLE FOR ° DOWEL, 6, NO WOOD GRADE STAKES PERMITTED. Sol h,%.%IL449iYl41 r, �J '. i S✓` J C' Ut DING - <H. SIJ 1 - L 411 DrC 4011100 t_----'- :- 1GINEERi OR4�, A 5TFIUCTURAL ANO WOLO AD R=AEW OF Tr1E PLAN.1445 BEEN PWDE 6Y GRIE5 EHGINEERINGJNC., CIVIL=NGtNEER NIG - "OLOAD 4 STRUCTIJPAL DESfGN ..AND 15 IN COMPLIANCE WFnl FBCR 20'4 - 51h EDMON T -ES CCR: FK.:TpN 19 FGTT 6'.7.�if1� 4.`G UF,fi'A4D raL^IS•-tc f -=`1f3 A:PJ FGR GORT.F UTO 11 bN FfV Hn F. I04, Fi-caLJ4TAL, {ELT O'1 rYAI GtLY T4 a LL'2T.FCAip" 19 1:0': ,;l HPL" :IAT yQ,c^. FiGJ.EHi1\6 D'.Fc AJ!* GR LF -„s+c F1.C1s. rrE -X,�ku LE I .Wlarv.Y:r Fa:� 3=N ��C•"-D T'J FBXT rrrrl'<.+c5 u• :"E ❑i�Hv 11 O ccFs MR, JACK L. GRIE5 P.E. L"C• .375'0 ;00 5AL 1•Y`RAL CIRCLE LE56L'R6, FLORIDA 34128 (352)-16-1-6161 FAX: 1752.1 3:6_2931 W r� NJ � j ± iQ t» � " I _w w 0 z N SHEET i OF I{I L_ - J l_ 1 W r� NJ � j ± iQ t» � " I _w w 0 z N SHEET i OF I{I L_ - J `J 0 V y f13 U. W cw r d � LL �s W r� NJ � j ± iQ t» � " I _w w 0 z N SHEET i OF I{I L_ - m co 1�! � 0 p� rr m z 0 RECORD COPY CL CL W r� NJ � j ± iQ t» � " I _w w 0 z N SHEET i OF I{I L_ - FIBER( SHINGL a' -O" I TOP O C' WINDOI SMOG" CEME1, SANDI TEXTUP CEMEN FINISH FINISH O' -O' FIN15H 12 5 LEFT ELEVATION SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" REAR ELEVATION SCALE: 1/4" = 1'-0` ROOF VENT CALCULATION: .1,280/ 300 = 4.26 x 144 SQ, INCHES = 614,4/ 2 = 301,2/ 150 (PER OFF RIDGE VENT) _ 2,04 = 3 OFF RIDGE VENTS OFF RIDGE VENT (TYP,) GENERAL NOTES: I. CONTRACTOR TO REVIEW PLANS 4 VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE DESIGNER AND/OR ENGINEER. 2, HVAC LAYOUT, DUCT 4 UNIT SIZES, SPECS 4 ENERGY CALC'S TO BE SUPPLIED BY MECHANICAL CONTRACTOR, 3. ARCHITECT / ENGINEER TO VERIFY / SPECIFY ALL BEAM SIZES, CONNECTORS, NAILING PATTERNS 4 BEARING PADS, ETC. 4. WINDOWS ARE SIZED WITH NOMINAL SIZES, CONTRACTOR SHALL VERIFY EGRESS W/ WINDOW MANUFACTURER FOR CODE COMPLIANCE, 5, CONTRACTOR TO VERIFY/COORDINATE WINDOW 4 DOOR ROUGH OPENING 51ZE5 W/ MANUF. 4 MAKE DIMENSIONAL ADJUSTMENTS IF NECESSARY. 6, THESE DRAWINGS ARE NOT INTENDED TO COVER ALL CONDITIONS. FIELD DECISIONS MAY NEED TO BE MADE, CONTRACTOR SHALL ALLOW FOR MINOR ADJUSTMENTS. 1, UNLESS OTHERWISE NOTED ALL ANGLED (WALLS ARE 45 , 8. THESE PLANS HAVE BEEN PRODUCED WITHOUT THE AID OF ENGINEERED TRU55 PLANS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH TRUSS MANUFACTURER. 9, THESE PLANS WERE DRAWN TO SCALE. HOWEVER, THE DIMENSIONS SHOWN SHOULD BE USED RATHER THAN SCALING DUE TO ANY PLOTTING OR REPRODUCTION DISTORTION, to. INSTALL TILE FLOOR THROUGHOUT, 11. INSTALL WOOD CABINETRY IN KITCHEN AND BATHROOMS. 12, INSTALL NON -SLIP TILE ON FRONT PORCH 4 PATIO, FIBERGLASS SHINGLES TOP OF BLOCK 1, 8'-0" WINDOW HEAD 6'-8" 2' O" 4 x 4 P.T. POST FINISH GRADE FINISH FLOOR 0'-0" 12 REFER TO COMPONENT 4 CLADDING DESIGN CRITERIA ON SHEET 3/5, SAFETY GLAZING (TEMPERED): • WINDOWS OVER BATH TUBS WINDOWS WITHIN 24" OF DOOR SWING ALL SLIDING GLA55 DOORS FIXED GLASS LITES OVER 30 S.F. ALL SHOWER ENCLOSURES LITES WITHIN 18" OF FLOOR IF LARGER THAN 9 S,F, AREA LIVING 1200 5,F, FRONT PORCH 80 S,F. TOTAL 1280 S,F. FIBERGLASS SHINGLES TOP OF BLOCK 6'-0" WINDOW HEAD J SMOOTH © CEMENTITIOUS BANDING (TYP.) —TEXTURED �-I O Q CEMENTITIOU5 C) > O d Q FIN15H — FINISH GRADE � FINISH FLOOR 0'-0" FIBERGLA SHINGLES 8'-O" TOP OF S. el._eO WINDOW Hf SMOOTH CEMENTITI BANDING 4X4P.T, TEXTURED CEMENTITI, FINISH GR, O' -O' FINISH FLO Q V INDICATES FILLED CELL W/ (1) "5 VERTICAL (TYP.) FRONT ELEVATION SCALE: 1/4" = 1'-0' 301-0" CONC, PAD W/ NON -SLIP TILE 25 5H H.B. 5068 SGO + EGRESS COND. UNIT �\ \-4x4 P.T. WOOD POST �(TYP.) 81-011 8' -OI. 31 011 FLOOR FLAN SCALE: 1/4" = II-OI1 ilk COMPACTION TEST REQUIRED Results to be Verified at Slab Impection SOLD//,C SANFORD \11GFpAR1,�� #17-2172 RECORD COPY FOR CODE CONIPLIANCE ,5f ,LANS EXAMINER 9•S•II - DATE DING DIVISION BE CONSTRUED TO BE A TH THE WORK AND NOT AS , CANCEL, ALTER OR SET SIONS OF THE TECHNICAL INCE OFA PERMIT PREVENT AL FROM THEREAFTE ON OF ERRORS IN P S, DLATIONS OF THIS C E r�dPo i GZn 11 a• � gv �, Ex V DCC #IZIOS / . CRIES ENGINEERING INC A STRUCTURAL AND WINDLOAD R==-,r=W OF TH15 FLAN HA5 BEEN MADE BY GRIES ENGINEERING,INC., CIVIL ENGINEERING - UINDLOAD 4 STRUCTURAL DESIGN AND IS IN COMPLIANCE WITH FBCR 2014 - 5th EDITION FOR COM.FLIANCE a M14 PBG 55 EOITIOR RES.DENT' ,S- S_CTION -1 G 'tom' Y. T'AA CERTIFICATION 15 NOT TO IMPLY T -T GRIES ENGINEERING 5 — AUT:;OR OF T—E PLANS. T:1-= E�NQS DETAILS 4 NOTATION5 ­­= EE:N ADDED TO REFLECT CONPLL".NCE w/ T: E -Rla- T CODE5 MR, JACK L, GRIES P.E. LIG- : 33570 -00 BALMORAL CIRCLE LEESBURG, FLORIDA 34145 (352) w-6:61 FAX: (352) 326-2931 DATE: l / —1 / 1l RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 J ro © �-I O Q = m z C) > O d Q �r 0 0 N m O � �� O U) 30" X b0" > W ROLL -IN 5HWR. R itT 811 (V 101-811 I 2 -1 S 10_811 5'-011 4 DINING; MASTER 01-011 CLG. 0; BEDROOM M, 15.47 TILE CLG. TILE TILE LAV, 3'-011 2'-0' m � s N R F. 2868 KITCHEN I aTUB/SN R. t� 9 5'-0" CLG, TILE J _ N iv 131_211 J 3 5'_811 9'-10" n W R NGE ? z W, BEDROOM 2 00 OO O w m B TH8'-O" d CLG, O Q TILE LAV.ut ® TILE SINK W/ Q t DISPOSAL D.W.p = i I 1 1 = _ ----- --------------- m c0 s (2) 2668 B P, <Y 42" HIGH WALLI 166a B.. v RE' [EWE 1 4" — 1'-4" 4'-011 HALL = `t ;ATTIC --------- =N R d S - ---- S TILE -ACCESS: ` 24" - X - 30ti' -----' d' 811 131 2° 51 11 3,-a" r-'-4" o Q 40 s L.1 m SAN 0RD BU N (2) 266a B P. ISSUED SHAI W.H. A PERMR LIVING ROOM 3 �9 LICENSER AUTHOR PRO N TO EEDV 1IOLA1 z D, ASIDE AN OF TF E PRO A 6'-0" CLG, BEDROOM 3 CODES, N( R SNA L ISSL OFF, - TILE a TIL Hl RY. 8'-O" CLG. THEE REQUIRI CONST ILDIN IGAC UCTI RREC NORM TILE 2'411 a" 61 411 101-011 811 ttl ; 1 3068 H.B. g (2) 25 SH (2) 25 SH 5 4' 011 EGRESS 9'-O' 14'-611 2. 611 4 FRONT PORCH © 4 i i NON -SLIP TILE FLOOR (2) 2x10 S.Y.P. BEAM (TYP.) SOLID VINYL CLG, \-4x4 P.T. WOOD POST �(TYP.) 81-011 8' -OI. 31 011 FLOOR FLAN SCALE: 1/4" = II-OI1 ilk COMPACTION TEST REQUIRED Results to be Verified at Slab Impection SOLD//,C SANFORD \11GFpAR1,�� #17-2172 RECORD COPY FOR CODE CONIPLIANCE ,5f ,LANS EXAMINER 9•S•II - DATE DING DIVISION BE CONSTRUED TO BE A TH THE WORK AND NOT AS , CANCEL, ALTER OR SET SIONS OF THE TECHNICAL INCE OFA PERMIT PREVENT AL FROM THEREAFTE ON OF ERRORS IN P S, DLATIONS OF THIS C E r�dPo i GZn 11 a• � gv �, Ex V DCC #IZIOS / . CRIES ENGINEERING INC A STRUCTURAL AND WINDLOAD R==-,r=W OF TH15 FLAN HA5 BEEN MADE BY GRIES ENGINEERING,INC., CIVIL ENGINEERING - UINDLOAD 4 STRUCTURAL DESIGN AND IS IN COMPLIANCE WITH FBCR 2014 - 5th EDITION FOR COM.FLIANCE a M14 PBG 55 EOITIOR RES.DENT' ,S- S_CTION -1 G 'tom' Y. T'AA CERTIFICATION 15 NOT TO IMPLY T -T GRIES ENGINEERING 5 — AUT:;OR OF T—E PLANS. T:1-= E�NQS DETAILS 4 NOTATION5 ­­= EE:N ADDED TO REFLECT CONPLL".NCE w/ T: E -Rla- T CODE5 MR, JACK L, GRIES P.E. LIG- : 33570 -00 BALMORAL CIRCLE LEESBURG, FLORIDA 34145 (352) w-6:61 FAX: (352) 326-2931 DATE: l / —1 / 1l RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 m IT m rn N V m �-I U �I v W z z J W U LU J O V) > rm C V` '0.0 to N O ® Ln CN W N N R m VV Lit z O y_ r� o - v Imo_ ~ c -I W W CV �m U) O z 0 LL- W W w O 2 C/) _ O I-- LL W cj U O.L. W z Q CV � T- SHEET OF 5 J �-I O Q = m z C) > O d Q �r 0 0 N m O Z O U) > W m IT m rn N V m �-I U �I v W z z J W U LU J O V) > rm C V` '0.0 to N O ® Ln CN W N N R m VV Lit z O y_ r� o - v Imo_ ~ c -I W W CV �m U) O z 0 LL- W W w O 2 C/) _ O I-- LL W cj U O.L. W z Q CV � T- SHEET OF 5 ELECTRICAL COUNT SYMBOL Electrical Meter I 8 Chime - Door Bell 1 q Disconnect 2 A/C DISC, (20 CIRCUITS) TYP- Telephone I 4 Televlslon - Cable Outlet 3 ❑v Ceiling Fan 4 O Exhaust Fan - Ceiling Mtd, 2 •10 COPPER TO WH Flood Lights 2 •8 COPPER TO RANGE Fluorescent Fixture 2 L — — — J Light Fixture Ceiling Mtd. i Light Fixture - Wall Mtd, 4 Outlet 21 1 1 5HOWER ■ Outlet 220v 5 Outlet GFI 5 Pendant Light Fixture I Pull Chain Light Fixture I A Push Button I gI Smoke - Carbon Monoxide Detector 5 50 Switch 11 $ Switch 3 way 6 $1 Telephone 3 Q Weather Proof GFI 2 [�] FLOOD - LIGHT \r> / + \ I TEL. , vi _J_T_ ' S,D. ' 1 I I G 1 I I I OO OO 111\(1 ® TEL, (OPT.) ©° 0 I \ L J �\ , I - SINK W1� (OPT.) DISPOSAL D.W. T. 1 I I \ I Er I I I chi T.I (OPT,) j' -----" /__________________ LIMES F I I / __________________ LEH.I ' D. F4N IELEC. L \ \ PANEL\\ TEL. W, J (OPT.) \ z (OPTS ELEC. METER - 150 AMP LT. ELEC, SERVICE \ n (FIELD 1 I I LOCATE) I I I ELECTRICAL ELAN SCALE: 1/4" = II -OIL NOTES: I, ALL SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS AND WILL BE AUDIBLE IN ALL SLEEPING AREAS. 2, ALL RECEPTACLES IN ALL SLEEPING ROOMS SHALL BE ARC FAULT PROTECTED. CARBON MONOXIDE DETECTOR INSTALL CARBON MONOXIDE (CO) DETECTORS WITHIN 10 FEET OF ALL SLEEPING ROOMS, THE DETECTORS MUST BE HARDWIRED WITH BATTERY BACKUP AND MAY BE COMBINATION SMOKE/CARBON MONOXIDE DEVICES, 'ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO. -ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS AND TAMPER PROOF ,GFI OUTLET5 OUTDOORS, GARAGES, KITCHEN it BATHS, -ALL ELECTRICAL SHALL BE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRIC CODE FLOOD LIGHT 150 AMP SERVICE VERIFY SERVICE 3 (280) MGM ALUM, RE68UIREMENT N a W Q O IN 2 1/2" CONDUIT ADD'L, PANELS AS REOD. MAIN DISC, f A/C DISC, (20 CIRCUITS) TYP- METE ==r� I O "14 COFPER TO LIGHTS TYPICAL < OUTLET5 ELECTRICAL •10 COPPER TO WH 'UNDERGROUND PANEL •8 COPPER TO RANGE SERVICE BY (20 CIRCUITS POWER CO, —� ROLL -IN \—•2 GRCUND TO 3/8" ROD (10' DEEP) d BONDED TO FOOTING STEEL ELECTRICAL R15ER DIAGRAM N,T.S. -- B"CM BLOCK 4"C04C• SLAB ll/ 6x6 - .1.4x,1.4 W.W.F. OVER 6 MIL. VAPORU 5 FROM FTG, TO BARRIER ,F BEAM SPLICE fTl.R-T O BE MIN. 25" GEL -SOLID -------.- S GRAD=- CLEAN RADECLEAN z COMPACTED FILL L �5 ii STANDARD 4 Q DENSITY AND TERMITE TR -EAT= 20" x !6" MONO F_ G' (2)'5 CONT. ON CHAIRS ]'--4" fi MONOLITHIC FOOTING N.T.S. 4' CONC. SLAB 'l/ 6x6 - ul.4x,1,4 'L.W.F. OVER 6 MIL, VAPOR 12' x 12" MONO FTG. BARRIERCONT, ON CHAIRS. GRADE CLEAN ' 4 COMPACTED FILL v 35 � STANDARD DENSITY AND TERMITE TREATS Ib" fi MONOLITHIC FOOTING N.T.S. 8" CMU BLOCK 4" CONC. SLAB 'L/ 6,6 - u 1.4x,L4 W.W.F. (1) •S FROM FTG. TO OVER 6 MIL VAPOR TIE BEAM SPLICE BARRIER TO BE MIN. 25" GROUT CELL SOLID CLEAN COMPACT© FILL = 35 % STANDARD DENSITY AND TERMITE iREAt= 20 x '6" MONO FTG. (2) CONT. 1''4 - ON CHAIRS 3 TYP. STEP DOWN I=TCH. a' ccNc, SLAB W/ 6x6 - ,1.4x,L4 'L.W.F. OYER6 MIL VAPOR BARRIER L_ 4 IS° W, x a" D. CONC. FTG. `� ' • (2) -5 CONT. ON CHAIRS ALT. STEM WALL FTG, — 301-011 21-211 81 OII S"Wxa"D THICKENED EDGE W/ 1 "5 (CONT.) ,_------ -- ____--- I I I {L I O ' INDICATES FILLED CELL W/ (U 05 N -411 O VERTICAL (TYPJ� ' 4" STEP DN, i t 19'-10" 6' 011 61 211 COND,`�l Tib\ UNIT Ilr II Y IFA DOWEL IS MISSED, APPLY W/ EPDXY (6IMP50N *ET) W/ 611 EMBEDMENT. DRILL 3/4"0 HOLES FOR #5 DOWELS IF STEM WALL EXCEEDS 32", FILL ALL CELLS W/ GROUT AND APPLY 1 "5 VERTICAL e 40" O,C, (MAX,) FOOTINGS HAVE BEEN DESIGNED FOR A SOILING BEARING PRESSURE OF 2000 PSF NOTE: ALL SOIL OR WASTE PIPE OR BUILDING DRAINS UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL HAVE A PIPE 2 SIZES GREATER THAN THE PIPE PASSING THROUGH AS PER FLORIDA BUILDING CODE, 2 8' 011 81 011 FOUNDATION PLAN SCALE: 1/4" = I' -0l' GENERAL NOTES I. PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2, PROVIDE 4" GONG, SLAB W/ 6x6XW1,4XW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 'o MIL, VAPOR BARRIER ON 4" MIN- TERMITE TREATED COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM). 3. VERT. "5 BAR TO BE HOOKED AT TOP t BOTTOM (FTG. AND TIE BEAM END5) W/ MIN, 12 BAR DIAMETER LEGS EXCLUDING BEND 0 EA, END. LAP SPLICES SHALL BE NO LESS THAN 2511, 4, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS, 5, EXTERIOR 5LA55 SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE, 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 51,16GE5TED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT TO A DEPTH OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR U5E ALTERNATE APPROVED METHOD. ■ INDICATES GROUT FILLED CELL WITH (U VERT, •5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U,N.O.) (REFER TO NOTES) 1, IF A DOWEL IS MISSING, APPLY w/ EPDXY (SIMPSON " ED W/ 6" EMBEDMENT. DRILL 3/4" DIA, HOLE FOR "5 DOWEL. 8. NO WOOD GRADE STAKES PERMITTED, N�NAN."Gr/fie'! '° ��Y •. (SnS Oji '$`aoti j DCxC #MOS ENGINEERING. INC CRIES A STRUCTURAL AND WINDLOAD REVIEW OF THIS PLAN HAS BEEN MADE BY GRIES ENGINEERING,INC., CIVIL ENGINEERING - WINDL OAD 6 STRUCTURAL DE515N AND 15 IN COMPLIANCE WITH FEGR 2014 - 51h EDITION TA.5 CERT.FICATON 15 FOR 5TRL RAL AND 'IIND LOAD REO'AREMEIT5 AVD FOR COMPLIANCE -%114 FBS rn EDITION, R5IDENTIA! , SECTION R OILY. THI5 CERT'.FICAT ON 15 NOT TO MPL- THAT GRIES ENGIN=ERING ':5 TE A'JT::OR GF TFESE FLANS_ TFE ENG.NEER5 D=_TAIL3 I NOTAT'.ON5 HAY_' BEEN AOD-TJ TO REFLECT COMPL!ANCE'. THE C"RRENT DOGES MR. JACK L. GRIES P.E, ! :G• 33510 -00 BALMORAL CIRCLE LEESBURG, FLORIDA 34148 (352) 151-6161 FAX: (332) 326-2531 RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 IN NJ ■ ■ ■ eWT■ O z Q LL. N a W Q O O I � I I ROLL -IN 1 1 5HOWER ■ N W.C. J 1 1 r 4" CONC. SLAB REINF. w/ 6x6. WL4xWl.4 W.W.M. OVER LAY, 1 6 MIL, POLY VAPOR BARRIER ON CLEAN, COMPACTED U; FILL TREATED FOR SUBTERRANEAN TERMITES. ` 1 (FIBER MESH MAY BE USED ILO WWM) r I 1 ' r 1 ALL REBAR GRADE 40 1 I ; If REF. , I ; If I 1 1 p G TUB/SHWR, p 1 1 I 1311 I r1Ib11 (ISI dI IIIIRAINGE 141E --J i ■ - IFcloa rtrom hl 1�i � O l9-1 LAV. I g O 4" DIA, SCHEDULE 40, ; v 1 I+ PVC. A/C CHASE 1 ■ 0 ■ SINK D.W, I I - 1 I , IA/HIL Q ------------------ILEm E m I , ■ I I 1 1 ' ' O I 1 ' I I i+1 1 1 ■ 1 I I j ; ■ 1 — " 40 GAL. �'S 15 I 1 i iii W.H. 1 I s 0 I ;Q�— -N' 1 i 1�yli D _ 1 W. e 11PL JI ; _ I 1 o 1 I I I - r , , I I o r I I I ' I - H.B. 411 4" 5 1 P DN, i I V I I IL O 31.811 61_1111 2' 11' 4'-O" 4'-.3 6' -II" 2'-2" O v_____________ _ __________ ______________ F_ IFA DOWEL IS MISSED, APPLY W/ EPDXY (6IMP50N *ET) W/ 611 EMBEDMENT. DRILL 3/4"0 HOLES FOR #5 DOWELS IF STEM WALL EXCEEDS 32", FILL ALL CELLS W/ GROUT AND APPLY 1 "5 VERTICAL e 40" O,C, (MAX,) FOOTINGS HAVE BEEN DESIGNED FOR A SOILING BEARING PRESSURE OF 2000 PSF NOTE: ALL SOIL OR WASTE PIPE OR BUILDING DRAINS UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL HAVE A PIPE 2 SIZES GREATER THAN THE PIPE PASSING THROUGH AS PER FLORIDA BUILDING CODE, 2 8' 011 81 011 FOUNDATION PLAN SCALE: 1/4" = I' -0l' GENERAL NOTES I. PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2, PROVIDE 4" GONG, SLAB W/ 6x6XW1,4XW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 'o MIL, VAPOR BARRIER ON 4" MIN- TERMITE TREATED COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM). 3. VERT. "5 BAR TO BE HOOKED AT TOP t BOTTOM (FTG. AND TIE BEAM END5) W/ MIN, 12 BAR DIAMETER LEGS EXCLUDING BEND 0 EA, END. LAP SPLICES SHALL BE NO LESS THAN 2511, 4, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS, 5, EXTERIOR 5LA55 SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE, 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 51,16GE5TED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT TO A DEPTH OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR U5E ALTERNATE APPROVED METHOD. ■ INDICATES GROUT FILLED CELL WITH (U VERT, •5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U,N.O.) (REFER TO NOTES) 1, IF A DOWEL IS MISSING, APPLY w/ EPDXY (SIMPSON " ED W/ 6" EMBEDMENT. DRILL 3/4" DIA, HOLE FOR "5 DOWEL. 8. NO WOOD GRADE STAKES PERMITTED, N�NAN."Gr/fie'! '° ��Y •. (SnS Oji '$`aoti j DCxC #MOS ENGINEERING. INC CRIES A STRUCTURAL AND WINDLOAD REVIEW OF THIS PLAN HAS BEEN MADE BY GRIES ENGINEERING,INC., CIVIL ENGINEERING - WINDL OAD 6 STRUCTURAL DE515N AND 15 IN COMPLIANCE WITH FEGR 2014 - 51h EDITION TA.5 CERT.FICATON 15 FOR 5TRL RAL AND 'IIND LOAD REO'AREMEIT5 AVD FOR COMPLIANCE -%114 FBS rn EDITION, R5IDENTIA! , SECTION R OILY. THI5 CERT'.FICAT ON 15 NOT TO MPL- THAT GRIES ENGIN=ERING ':5 TE A'JT::OR GF TFESE FLANS_ TFE ENG.NEER5 D=_TAIL3 I NOTAT'.ON5 HAY_' BEEN AOD-TJ TO REFLECT COMPL!ANCE'. THE C"RRENT DOGES MR. JACK L. GRIES P.E, ! :G• 33510 -00 BALMORAL CIRCLE LEESBURG, FLORIDA 34148 (352) 151-6161 FAX: (332) 326-2531 RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 d' J O > IX 00 0) N v m c -i �I U W ZLU J J � U � 2 U) '> co .` bo O ® LO co `Z LID W N R N V m W Z O S W W M 0 H 0 Z Wrr- LLI 2 0 LL _ w C) W " W 0 cn o Q Q rCh SHEET 24OF O z Q LL. N a W Q O O W d' J O > IX 00 0) N v m c -i �I U W ZLU J J � U � 2 U) '> co .` bo O ® LO co `Z LID W N R N V m W Z O S W W M 0 H 0 Z Wrr- LLI 2 0 LL _ w C) W " W 0 cn o Q Q rCh SHEET 24OF NOW TO READ SAFE LOAD TABLES 8 IHCH LINTEL I �®� 8F16-18I1T r -v 1421 Ir" Mt EiLil 1 � i5f1 item Iw " tree .1f J {dW •: ,lava r -r nin MW rill a I " (541 stir E'er" M rtam lel? M wig is ".•za+sr-R.n?a f! PRECAST ^1 1. hluu xqo R3wc A iTeE ."a n ate{. 810 - �-. r -iv un roam Im IRT nn 197 ;tri yi s,ouo: I s n..ra .nln I�'tl"-0a'K v3ecuT1 - YJ" t+i! A[a61 'las 1. len 7a 669 9'-511 r -r as' un 111 7u ,w w; Muff ' �5" NI leu 411. For a 5'-10 overall length lintel type $F]6 --I BAT: f4• If1T PMaSI ,ii ru Safe superimposed gravity load = 4360 PLf pgl W-0 ,, TM to fiESan•.s2Yr`Sv( Sale superimposed uplift load = 2093 PLF e. y. rMua u m ,es ?��"+�'.d�` Safe superimposed lateral food = 339 PLF .h'� IC'' t' --- n tr rl t •�, - - --_ mw als ala ;II as 1e .r la IPr,; ' I' . I Wt �: FI Wt u 1t3},Es T LL - FGR t(Y+� NM: I t-1Kh 06'.1teWA- ( 00U 1� st*:N tux:m Lula FIJI!. -omst f ♦' Ij F 1 ! CeA � r aqr 17irc Net. See Safe Load Tile - Neles#5 is AplEmMoe E11& •0jli, N16-ifi�El df i6 1071.>j PRODUCT DESCRIPTION High strength precast and prestressed concrete lintels designed to be used unfilled or filled with grout to form a composite reinforced beam using concrete masonry units. -- --- - - - - - -- - I MATERIALS Vc 8" precast lintels = 3500 psi Vc 8" prestressed, 6" and 12". precast lintels = 6000 psi f'c 4" precast lintels = 3000 psi • Grout per ASTM 6476 f'g = 3000 psi w/maximum 3/8 inch aggregate and 8 to 11 inch slump. •. 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.relaxafion •. 7/32 inch wire per ASTM A510 • Mortar per ASTM C270 Type M or S 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with architectural and/or structural drawings. 4. U -Lintels are manufactured with 5.1/2 Inch long notches at ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 7. 7/32 inch diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami -Dade County, Florida Nos. 030605.05 and 03-0605.04. Florida Certificate of Product Approval No. FI -158. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 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 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. 6. One #7 rebar may be substituted for two #5 rebars in 8' lintels only. Irn EiLil 1 4'-4" -h,.,*,�rt:e 0`3 � ���.x;�mrx�'`�&.�a3�e§''��'�3� 44" (541 PRECAST 1494 ".•za+sr-R.n?a f! PRECAST 866 5-10" (10") ..�. 810 61-5" (80') PRECIS, 197 7'-611 00') PRECAST 669 9'-511 (I16') PRECAST 411. oW ' t fiESan•.s2Yr`Sv( �.� +.F` .rx�".s*�'"1`` ?��"+�'.d�` 3u .h'� Z' O m 3+ a I=. nQ mw 00U I I MM ® ` �®M�I 1 r r..si M .`G�2�;3M is. ;� Ulu ��;€�..e9 I I I ®fir- ;R ` m�''li.:�.1 _a�LkSXms'Ye A'i-st ��alu' aYD' lkxt' 'moi �1111111111M ®UMIll® masonry units. -- --- - - - - - -- - I MATERIALS Vc 8" precast lintels = 3500 psi Vc 8" prestressed, 6" and 12". precast lintels = 6000 psi f'c 4" precast lintels = 3000 psi • Grout per ASTM 6476 f'g = 3000 psi w/maximum 3/8 inch aggregate and 8 to 11 inch slump. •. 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.relaxafion •. 7/32 inch wire per ASTM A510 • Mortar per ASTM C270 Type M or S 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with architectural and/or structural drawings. 4. U -Lintels are manufactured with 5.1/2 Inch long notches at ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 7. 7/32 inch diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami -Dade County, Florida Nos. 030605.05 and 03-0605.04. Florida Certificate of Product Approval No. FI -158. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 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 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. 6. One #7 rebar may be substituted for two #5 rebars in 8' lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from the next longest length shown. 10. All safe loads In units of pounds per linear foot. - - -- -- ��- -- 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'6' lintel Type 8F32 -SB safe gravity load =6472 (15) w/15% reduction => 6472 (.85) = 5501 pif MIMI LENGTH' Irn EiLil 1 4'-4" -h,.,*,�rt:e PRECAST � ���.x;�mrx�'`�&.�a3�e§''��'�3� 44" (541 PRECAST 1494 ".•za+sr-R.n?a f! PRECAST 866 5-10" (10") ..�. 810 61-5" (80') PRECIS, 197 7'-611 00') PRECAST 669 9'-511 (I16') PRECAST 411. oW ' t M 0. Z' O m 3+ a I=. nQ mw 00U I I MM ® ` �®M�I 1 r NMI IRTBig = I I I ®fir- ;R ` m�''li.:�.1 _a�LkSXms'Ye A'i-st ��alu' aYD' ®UMIll® • r' ' .RN'Ca�.3.'.Ydat'l ..�:.�Fa'i +°f&i ��-i� "3$., NRQ7 Let �i`Kc_%lf'3.Si .:.e,,..3.a. 1�`+% y iMlz 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from the next longest length shown. 10. All safe loads In units of pounds per linear foot. - - -- -- ��- -- 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'6' lintel Type 8F32 -SB safe gravity load =6472 (15) w/15% reduction => 6472 (.85) = 5501 pif MIMI LENGTH' Irn 8R06 4'-4" (52') PRECAST 1635 44" (541 PRECAST 1494 SI -5" (68') PRECAST 866 5-10" (10") PRECAST 810 61-5" (80') PRECIS, 197 7'-611 00') PRECAST 669 9'-511 (I16') PRECAST 411. �. -U0 '0" 0 0 10 0 0 0 10 0 aFl6-15/IT 8FI6-0E/IT ® BRR4-I-II55�/IT 8RFI14��-015/IT © QJ �/ Ca,C DESIGN CRITERIA Cut_,:F!G, da 3ut ,n� :,d-2914 - ! at 5th Edition A5C3 7-1C lmir u^• D-sl3 - ,au;: =o: FIJ10.l9- Ar•1 o:h-1 :ru!:u�e•, his bvilc1119 Is not a ,•y.... r.^.r iiabr> area ae; ^.oc Ieq"!re (.parr^.g An3lyt:CO3; -11C. ur,- Risk Ce ,ow I. d c lgina Spee. =1yu•e .01 ,t,l` F9,72r,1a Resvdenaal Vu3= 139 ...uh E:<pasur? C>:.;7aly: - - t-.'rr ,:n.al aire:Uo•: i PJB taFo9rpp^ical e -acts EnCIUT..I CaTeg-y: °,,Ici=d Flu+:Ing -tenial a =s u - eFn c. an - 13 L urn rts� oulld g r, mull ^ =L`. =dui V-ip Ye u s _ 3. - wall P,eis.'es :vs-,) .:wallPreisures;ts`1 Zons•4 Z.-5 3tl ec Cn; e, eyed= 19 =.q rt .'i 9 i -34 fi 3G e; -i a.9 U 3C 5q 3`.x.1 i -3P 2 5; sq 3 a, , -36 9 35 1 i d:.E 30.9 :14,•'344 4o -F ii:-ssurt5 (csf) Z. -I Zooc2 Zane3 tfed�'.rd :lea- 12 sq 21 7 ; -33.' 15 1 15 3 2C sq t 3,31.338 1< 17" 13.3; 73.4 S sr1f 19.7 i,. _.... 30 7 ... t 36A 9 - 7 5 5 h 21 1 2 2 1 2 2 l /) i `I I2 4 4 i 3 I Ad WALL ZONS GABLE ROOF ZONES HIP ROOF ZONES =1_s £ minus ;lyns syo-`y crsssu-ss <•-.ing r„.,ro; an- a,a: i"crn :he ou 1din7 - o I It I In -. ma:ml Da, gn s:d ❑rarnq a ty = 1,90 psf I d Zu`IE I rp o e.•`elits 1� n:t le in Concrete Noor 100# WE load Roof trusses - 20# dead load 117# live bad LINTEL FLAN SCALE: 1/4" = 11-0" \`ttittilll/y 7� 01:..G,q/ �P :GEN`/' 11: 'O [ATE ' W A ENGINEERING INC Gft1Es A STRUCTURAL AND WINDLOAD REVIEW OF THIS PLAN HAS BEEN MADE BT GRIES ENGINEERING,INC_ - CIVIL ENGINEERING = WINDLOAD a STRUCTURAL DESIGN AND 18 IN COMPLIANCE WITH FECR 2014 - 5th EDITION TNI6 CERTIFCAT�O 15 FOR 51RIY_TURA- A40 - LOAD RErIu.REr'Fa1T6 ANL FOR COI -IP J -M u/ D014 Fe- 5th ED.TON, REB Ois4TIAL. -T*N 8301 ONLY. T60 GERTIF'CATION M NOT TO IMPLY TKAI GRIES E +NEeRING 6 TIE AUTNCR OR TIe6E P4A0,Ia. TLS - DETA66 t NOTATbNe HAVE BEEN AIDED TO R3iEOT COr4+LIANGC W TL{ CURRBrT I, D MR. JACK L. GRIES P.E. LIC' : 33510 100 BALMORAL CIRCLE - LEESBURG, FLORIDA 34148 - (3 r'2) 181-6161 FAX: (352) 326-2931 OATEo 8 / 23 / 11 RESIDENTIAL. DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 00 vN .-i U LLl Ui Z W U W J. M - tD W O ® I` LID w N LLl Z O a. a F- UJI - W h fA C-4 U- zM ® W W . w 0 0 U) LLJ � -• 0' L L1 O LL Q Q SHEET 3 OF 5 J r-r� O a (= Z X 0 /Or{ O 0- Q O (V m Z Ul Q W - oW ' I F � U M 0. Z' O m 3+ a I=. nQ mw 00U 00 vN .-i U LLl Ui Z W U W J. M - tD W O ® I` LID w N LLl Z O a. a F- UJI - W h fA C-4 U- zM ® W W . w 0 0 U) LLJ � -• 0' L L1 O LL Q Q SHEET 3 OF 5 FIBERGLA55 SHINGLES OVER 150 FELT UNDERLAYMENT OVER 1/2" CDX PLYWOOD SHEATHING NAILED W/ 8d RING SHANKS 0 4" O.C. EDGES 4 6" O.C. IN FIELD, OVER ENGINEERED WOOD TRUSSES v 24" O.G. HETA16 l 8'-O" — TRUSS BRG. — -YNALU—MINUM DRIP EDGE / ALUMINUM FASCIA ON Ix P,T. OVER 2x4 SUB -FASCIA WINDOW HEAD HGT. VENTED ALUMINUM WINDOW AS PER PLAN SMOOTH CEMENTITIOU5 BANDING TEXTURED CEMENTITIOUS FINISH OVER 3x8xl6 CMU REINF. W/ "5 WHERE SHOWN ON PLAN OLOII FINISHED FLOOR GRADE 0 16" W. x 20" D. MONO FTG. (2) 405 CONT. ON CHAIRS - o o F II 12 5L---' R-30 BATT OR BLOWN 1/2" GYPSUM CEILING BOARD • 8x8xI6 C.M.U. KNOCK -OUT BLOCK REINF. W/ 1-05 CONT, 1/2" DRYWALL OVER Ix P.T. FURRING STRIPS OVER CMU WALL W/ INSULATION PER ENERGY CALCULATIONS PRE -CAST GONG. LINTEL W/ 1.5 PER LINTEL SCHEDULE TYPICAL CMU WALL SECTION SCALE: 3/4" = V -OI' P.S.I. (MIN.) 4" CONCRETE SLAB W/ 6x6, WI.4xWl.4 WELDED WIRE OVER 6 MIL, VAPOR BARRIER LEAN. COMPACTED FILL TREATED SUBTERRANEAN TERMITES; (FIBER MAY BE USED I.L.O. W.W.M.) x 811 D. CONC, FTG. CONT, ON CHAIRS SCALE: 3/4" = V -O" FIBERGLASS SHINGLES OVER 15" FELT UNDERLAYMENT OVER 1/2" CDX PLYWOOD SHEATHING NAILED W/ 8d RING SHANKS m 4" O.C. EDGES 4 g," O.C. IN FIELD, OVER ENGINEERED WOOD TRU55E5 9 24" O.G. 10 SIMPSON HIO (OR 8'-0II — TRUSS BRC. `ALUMINUM DRIP EDGE OVER ALUMINUM FASCIA ON Ix P.T. OVER 2x4 SUB -FASCIA VENTED ALUMINUM SOFFIT (2) 2x10 BEAM W/ 1/2" PLYWOOD FLITCH PLATE 4x4 S.Y.P. P.T. WOOD POST - 2500 P.S,I, (MIN.) 4" CONCRETE SLAB REINF. W/ 6x6, WI.4xWl.4 WELDED WIRE MESH OVER 6 MIL, VAPOR BARRIER ON CLEAN. COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES. (FIBER MESH MAY BE USED I.L.O. W.W.M.) SIMPSON ABU44 POST BASE W/ (1) 1/2" x 811 ANCHOR BOLT TO CONCRETE 4 (12) 16d TO POST 1 O' -O" HOUSE FINISHED FLOOR — INSULATION (OPT.) 50LID VINYL CEILING 51MP50N PC4Z POST CAP W/(10) IOd TO BEAM 4 (8) IOd TO POST - — — — —' — — — - o F 12" W. x 1211 D. MONO FTG. (2) "5 CONT. ON CHAIRS TYPICAL POST SECTION SCALE: 3/4" = V -OI' ROOF PLAN ROOF PITCH: 5:12 UNLESS NOTED OTHERWISE. OVERHANG: l' -O" UNLESS NOTED OTHERWISE, NOTE: I. THIS PLAN IS FOR REFERENCE ONLY. TRUSS MANUF. TO SUPPLY TRUS5 LAYOUT, T(2U55 PROFILES 4 UPLIFT CALCS. 2. REFER TO ELEVATIONS 4 FLOOR PLAN FOR ADDITIONAL DIMENSIONS, OVERHANG, ROOF PITCH 4 CEILING HGTS. w ; b a f e 9 S, j( , J� DCC #11108 GINEERING INC . CRIES FN A STRUCTURAL AND WINDLOAD REVIEW OF THIS PLAN HAS BEEN MADE EI GRIES ENGINEERING,INC., CIVIL ENGINEERING - WINDLOAD t STRUCTURAL DESIGN AND IS IN COMPLIANCE WITH FBCR 2014 - 5th EDITION TH'.5 CERT:FIC4TiON id FOR StRLCPJR4L dND L:ND LOGD REO'JRJ'IENT9 AND I FOR COMPLIANCE W 3014 F00 Sin EDITION, RESIDE`ITIA!- EEOTION RAI ONLY. TH S cERT.FCATiON E NOT TO IMPLY THAT 1--I'ENGINEERING ':5 T. AUTHOR OF T{. ESE PLGNS. THE ENG'.NEERS -TALE i NOTATIONS HAVE 9EEN ADDED TO REF_ CT COMPL'ANCE'Lf THE Q. ENT 000 55 MR. JAC< L. GRIEF, P.E. LIC- : 33510 -00 BALMORALCIRCLE LEESBURG, FLORIDA 34148 (352) lBl-6:61 FAX: (352) 326-2931 DATE: 1 / 1 / 11 RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 I' 4° ALTERNATE STEM WALL F 1/2" DRYWALL OVER Ix P.T. FURRING STRIPS OVER CMU WALL W/ INSULATION PER � DO /F ENERGY CALCULATIONS 2500 P.S.I. (MIN.) 4" CONCRETE SLAB Z REINF, W/ 6x6, WI.4xW1.4 WELDED WIRE O MESH OVER 6 MIL, VAPOR BARRIER ON CLEAN. COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES, (FIBER MESH MAY BE USED I.L,O. W.W,M.) W r ,c ,• 6s TYPICAL CMU WALL SECTION SCALE: 3/4" = V -OI' P.S.I. (MIN.) 4" CONCRETE SLAB W/ 6x6, WI.4xWl.4 WELDED WIRE OVER 6 MIL, VAPOR BARRIER LEAN. COMPACTED FILL TREATED SUBTERRANEAN TERMITES; (FIBER MAY BE USED I.L.O. W.W.M.) x 811 D. CONC, FTG. CONT, ON CHAIRS SCALE: 3/4" = V -O" FIBERGLASS SHINGLES OVER 15" FELT UNDERLAYMENT OVER 1/2" CDX PLYWOOD SHEATHING NAILED W/ 8d RING SHANKS m 4" O.C. EDGES 4 g," O.C. IN FIELD, OVER ENGINEERED WOOD TRU55E5 9 24" O.G. 10 SIMPSON HIO (OR 8'-0II — TRUSS BRC. `ALUMINUM DRIP EDGE OVER ALUMINUM FASCIA ON Ix P.T. OVER 2x4 SUB -FASCIA VENTED ALUMINUM SOFFIT (2) 2x10 BEAM W/ 1/2" PLYWOOD FLITCH PLATE 4x4 S.Y.P. P.T. WOOD POST - 2500 P.S,I, (MIN.) 4" CONCRETE SLAB REINF. W/ 6x6, WI.4xWl.4 WELDED WIRE MESH OVER 6 MIL, VAPOR BARRIER ON CLEAN. COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES. (FIBER MESH MAY BE USED I.L.O. W.W.M.) SIMPSON ABU44 POST BASE W/ (1) 1/2" x 811 ANCHOR BOLT TO CONCRETE 4 (12) 16d TO POST 1 O' -O" HOUSE FINISHED FLOOR — INSULATION (OPT.) 50LID VINYL CEILING 51MP50N PC4Z POST CAP W/(10) IOd TO BEAM 4 (8) IOd TO POST - — — — —' — — — - o F 12" W. x 1211 D. MONO FTG. (2) "5 CONT. ON CHAIRS TYPICAL POST SECTION SCALE: 3/4" = V -OI' ROOF PLAN ROOF PITCH: 5:12 UNLESS NOTED OTHERWISE. OVERHANG: l' -O" UNLESS NOTED OTHERWISE, NOTE: I. THIS PLAN IS FOR REFERENCE ONLY. TRUSS MANUF. TO SUPPLY TRUS5 LAYOUT, T(2U55 PROFILES 4 UPLIFT CALCS. 2. REFER TO ELEVATIONS 4 FLOOR PLAN FOR ADDITIONAL DIMENSIONS, OVERHANG, ROOF PITCH 4 CEILING HGTS. w ; b a f e 9 S, j( , J� DCC #11108 GINEERING INC . CRIES FN A STRUCTURAL AND WINDLOAD REVIEW OF THIS PLAN HAS BEEN MADE EI GRIES ENGINEERING,INC., CIVIL ENGINEERING - WINDLOAD t STRUCTURAL DESIGN AND IS IN COMPLIANCE WITH FBCR 2014 - 5th EDITION TH'.5 CERT:FIC4TiON id FOR StRLCPJR4L dND L:ND LOGD REO'JRJ'IENT9 AND I FOR COMPLIANCE W 3014 F00 Sin EDITION, RESIDE`ITIA!- EEOTION RAI ONLY. TH S cERT.FCATiON E NOT TO IMPLY THAT 1--I'ENGINEERING ':5 T. AUTHOR OF T{. ESE PLGNS. THE ENG'.NEERS -TALE i NOTATIONS HAVE 9EEN ADDED TO REF_ CT COMPL'ANCE'Lf THE Q. ENT 000 55 MR. JAC< L. GRIEF, P.E. LIC- : 33510 -00 BALMORALCIRCLE LEESBURG, FLORIDA 34148 (352) lBl-6:61 FAX: (352) 326-2931 DATE: 1 / 1 / 11 RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 I' 4° ALTERNATE STEM WALL F � DO Z O W m 00 0) N v m . -I U 0-1 �! U J w Ld Rju Ld J O bA (n o® U7)coO CO Q0 W N N Lo V � lil Z O d W W O Z MLLN w LN.L W w p (/) J O Li _ U) C) U w ` U., 0 r LL U) O Q a w SHEET 4 OF 5 J O O z O N Q < 26 no.2 6YP Rid 50< 2x4 Support Legs a er Rafiers to exist (Not req.for Valle�sto) roof 4/61mpson 42.5 top i bottom as shown that no span Is greater than 4/ // 5'o re u/ -10Tieon Rafters 5' long u/5 -10d to ea. Rafter 2x6 5TP Rafter (Not q for Valley leis) 24°" a, o.c. max. BlocklrI2 at end or R Board t valley Plates Note: - Sheathing omitted far clarity 2x4 Purlln at each Rafter pafr� �\ NAILING: VALLEY PLATE6/PLRL1N5 TO ROOF BELOW: 2•16d OR (2) SDS y"xA' 4 EACH TRUS5/RAFTER \ RIDGE BOARD TO VALLEY PL AT125/BLOCKING: 3-I0d TOENAIL. Trussss/Rafiers of roof bel RAFTERS TO VALLEY PLATE+ 4-$d OR 3-I0d TOENAIL. RAFTERS TO RIDGE BOARD1 4 3-I0d TOENAIL, ' CO! CAR 11E TO RAFTER: 5-1061 EA EACHW END Simpson 42,5 w/4 -ed x 11/21' at each at to Pur For Rafters 6'-0" span or more. Simpson VTCR w/ 3-I0d x i -I/2" to truss 4 4-I0d at each Irtersect with Trusses CONVENTIONAL 4 VALLEY FRAMING 2x4 5YP or pi Valley Pl(N . ot req, for V411ey sets) NOT TO SCALE It SANITARY RISER DIAGRAM_ N.T.S. NOTE: ALL METAL HARDWARE IN CONTACT W/ P,T, WOOD SHALL BE HOT -DIP GALVANIZED OR STAINLE55 STEEL "5 VERTICAL W REBAR w/ 12" HOOK 20'-0" MAX 20'-0" MAX 6 CORNER w/ 25" FULLY GROUTED P CELL I Q J (n BRACING I X MIN. SEE DETAIL BELOW rTI.5�EAM' �Q J SE TIE -SEAM/ CORNER DTL. 1/2" • I' -O'• � BL CONTINUOUS LATERAL BRACING -J - �u NAIL OVER X -BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEB5 FOR NAILING X -BRACING - 2x4 SPF OR SY w/ 2-16d a EACH TRUSS WEB GROSS BRACING DETAIL (TYPJ NOT TO SCALE PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP SPACE MINIMUM (2) 12d PER JOINT . MINIMUM I"x4" TRUSS BRACING TRUSS BRACING OVERLAP DETAIL(TYF.) SCALE: N.T.S. Ix PT BUCK - FASTEN TO MASONRY w/ 3/16" TAPCON5 6" FROM ENDS AND 24" O.C. BETWEEN MAX. -MIN. EMBEDMENT 1-1/4" /4" MAX. HIL EXTERIOR DOOR - JAMB INSTALLED :!tk WITH 1/4" TAPCONS 6" FROM JAMB ENDS AND I6" O.C, BETWEEN MAX. THROUGH BUCK INTO SUBSTRATE PLUS MIN. (1) 3 SCREW THRU E.A. HINGE INTO BUCK, ALL w/ 1- 1/4" MIN. EMBEDMENT STUCCO, CEMENTITIOU6 FINISH OR FIBER -CEMENT 51DING (TYPICAL) EXT. DOOR IN MASONRY WALL SCALE: 1 1/2" = I' -O" I I � , I I I I i PLAN ;OR SE ELEV ION I I 1 fi Y I I 1 SIMPSON HUC412 w/(10) 1/4" x 2 3/4" TAPCONS y 2 -PLY No.2 SYP TO MAS, WALL 4 10-100 2x12 BEAM U.N.O. TO BEAM BEAM/UJALL CONNECTION g NOT TO SCALE tJ Ix PT BUCK - FASTEN TO MASONRY w/ 1/4" TAPCONS 4" FROM ENDS 4 16" O.C. MAX. BETWEEN - MIN. 1 1/4" EMBED. 1/4" MAX MASONRY' LUALL Z. ALUMINUM 5H FLANGE WINDOW INSTALLEDPER MAUFACTURER'5 STUCCO OR SPECIFICATIONS - TYPICALLY USING CEMENTITIOUb FINISH, TAPCONS THRU WINDOW 4 BUCK STRIP w/ 1 (TYPICAL) 1/4" MIN, EMBEDMENT IN MA50NRY FLANGE WINDOW IN MASONRY WALL SCALE: 1 1/2" = I'-0" .� lJL-' r � Q ' lU � �3 LL ON I REVISIONS: DRAWN SY T,LU,H, CHECKED BY J. CRIES DATE At1G L G 2011 PROJECT NO, 011108 SHEET Or.F W 20'-0" MAX 20'-0" MAX J r o M "X" 0) J M BRACE SEE CONTINUOUS B TTOM CHORD DETAIL BELOW I Q J (n BRACING I X MIN. SEE DETAIL BELOW l L N CN CA w w m ¢ D - 'n ---- Q�(n mm�� (y7� y~ ILLI) X — -- Z n J O L I 4 O ---- frl r, CQ A Y r7 W C9 W V Li J W 4 w G --- > O I UI UJI U li NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD -- ----- CUT CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING THAT MY BE REQUIREDaaw9111i1iB�/ 4'-O" O.C. MAX. FOR �, Cy 1 �� • 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES 0� .... ••° ped e BIRACING PROVIDED IT EXTENDS OVER AT LEAST 130% OF THE WEB, V�° REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ; ami p°. argot fi d CD Zt ltd. C SCALE: N.T.S. AS PER NIB at . ref'•Fio,,.: !` •,`gyp I SI0 ;;� taa /f e � BL CONTINUOUS LATERAL BRACING -J - �u NAIL OVER X -BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEB5 FOR NAILING X -BRACING - 2x4 SPF OR SY w/ 2-16d a EACH TRUSS WEB GROSS BRACING DETAIL (TYPJ NOT TO SCALE PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP SPACE MINIMUM (2) 12d PER JOINT . MINIMUM I"x4" TRUSS BRACING TRUSS BRACING OVERLAP DETAIL(TYF.) SCALE: N.T.S. Ix PT BUCK - FASTEN TO MASONRY w/ 3/16" TAPCON5 6" FROM ENDS AND 24" O.C. BETWEEN MAX. -MIN. EMBEDMENT 1-1/4" /4" MAX. HIL EXTERIOR DOOR - JAMB INSTALLED :!tk WITH 1/4" TAPCONS 6" FROM JAMB ENDS AND I6" O.C, BETWEEN MAX. THROUGH BUCK INTO SUBSTRATE PLUS MIN. (1) 3 SCREW THRU E.A. HINGE INTO BUCK, ALL w/ 1- 1/4" MIN. EMBEDMENT STUCCO, CEMENTITIOU6 FINISH OR FIBER -CEMENT 51DING (TYPICAL) EXT. DOOR IN MASONRY WALL SCALE: 1 1/2" = I' -O" I I � , I I I I i PLAN ;OR SE ELEV ION I I 1 fi Y I I 1 SIMPSON HUC412 w/(10) 1/4" x 2 3/4" TAPCONS y 2 -PLY No.2 SYP TO MAS, WALL 4 10-100 2x12 BEAM U.N.O. TO BEAM BEAM/UJALL CONNECTION g NOT TO SCALE tJ Ix PT BUCK - FASTEN TO MASONRY w/ 1/4" TAPCONS 4" FROM ENDS 4 16" O.C. MAX. BETWEEN - MIN. 1 1/4" EMBED. 1/4" MAX MASONRY' LUALL Z. ALUMINUM 5H FLANGE WINDOW INSTALLEDPER MAUFACTURER'5 STUCCO OR SPECIFICATIONS - TYPICALLY USING CEMENTITIOUb FINISH, TAPCONS THRU WINDOW 4 BUCK STRIP w/ 1 (TYPICAL) 1/4" MIN, EMBEDMENT IN MA50NRY FLANGE WINDOW IN MASONRY WALL SCALE: 1 1/2" = I'-0" .� lJL-' r � Q ' lU � �3 LL ON I REVISIONS: DRAWN SY T,LU,H, CHECKED BY J. CRIES DATE At1G L G 2011 PROJECT NO, 011108 SHEET Or.F