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HomeMy WebLinkAbout1419 Bell St PlansI� 5 FRONT ELEVATION SCALE, 1/4" - 1'-0" FIBERGLASS SHINGLES 8'-0" -TOP OF BLOCK - — 64" WINDOW HEAD TEXTURED CEMENTITIOUS FINISH SMOOTH CEMENTITIOUB BANDING (TYP.) — „ FINISH GRADE —� O -0 FINISH FLOOR FIBERGLASS SHINGLES TOP OF BLOCK WINDOW HEAD SMOOTH CEMENTITIOUS TRIM (OPT, ON SIDES t REAR) TEXTURED CEMENTITIOUS FINISH FINISH GRADE O'-0" FINISH FLOOR 4 x 4 P.T. POST ROOF VENT CALCULATION: 1,508/ 300 ■ 5.03 x 144 SQ. INCHES • 124.32/ 2 - 362.16/ 150 (PER OFF RIDGE VENT) • 2.41 - 3 OFF RIDGE VENTS OFF RIDGE VENT (TYP.) �1�11 61 w11 18'-8" 31411 ro L �_ 12 PATIO 5 8'-0" X 5'-0" INDICATES FILLED GONG. PAD FIBERGLASS SHINGLES CELL W/ (1) 05 VERTICAL (TYP.) 25 SH H,B. �p EGRESS TOP OF BLOCK 8'-0" :nhk — o— — -WINDOW HEAD - 6'-8" Q 2868 5068 SGD SMOOTH 1' 30" X 60" CEMENTITIOUS 8" ROLL -IN SWWR. 51-411 1p$11 10'-4" 811 TRIM 4 x 4 P.T. POST W.C. MASTS CEMENTITIOUS, FINISH M• 5EDR OM DINING 4 �11 10'-4" x 11'-0" — -4 FINISH GRADE $AT�"'� 11-4, x II1 W -O" CLG, 8 -0„ CLG. TILE — - FINISH FLOOR - O'-0° Q ¢+ I V. TIS TILE ec2���-O” 3'-4 � ■ ELEVATION m (2) 2668 B.P. REAR EL -- SCALE: 1/4" [ 1'-0" N----------- - ----- REF.; N Rt8 ' BEoROOM 2 TUB/SHWR, 0 11 12 9-10' -8 x 10 ' CLG, w.C. KITCHEN - Q TILE 11'-4"x 11'-4" RAN3E 8A-rO 8'-011 CLG. -- TILE TILEcn SINK W 8" 10'-211 5'-10 11'-4" ,W, DISPOSAL ' 8" o , V, 1 1 , � =Eo , - (2) 2668 B,P. ' ----------- Q IF I 42" HIGH WALL R t 8 Sl -411 `11 3111 6111 1111 N 1'-8" . I1 I ! RIGHT ELEVATION SCALE, 1/4" - 1'-0" 1� 5 LEFT ELEVATION SCALE: 1/4" ■ 1'-0" GENERAL NOTES: I. CONTRACTOR TO REVIEW PLANS t VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE DESIGNER AND/OR ENGINEER. 2. HVAC LAYOUT, DUCT t UNIT SIZES, SPECS t ENERGY CALC'S TO BE SUPPLIED BY MECHANICAL CONTRACTOR. 3. ARCHITECT / ENGINEER TO VERIFY / SPECIFY ALL BEAM SIZES, CONNECTORS, NAILING PATTERNS t 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 t DOOR ROUGH OPENING SIZES W/ MANUF, t 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 450 . 8. THESE PLANS HAVE BEEN PRODUCED WITHOUT THE AID OF ENGINEERED TRUSS 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. 10. INSTALL TILE FLOOR THROUGHOUT. 11, INSTALL WOOD CABINETRY IN KITCHEN AND BATHROOMS, 12, INSTALL NON -BLIP TILE ON FRONT PORCH t PATIO, 1 GARAGE NOTES, (PER 2011 FBC R-302.5) 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM WALL BOARD APPLIED TO THE GARAGE SIDE. 2. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL WADITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. 3. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE88 THAN 13/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPED WITH SELF-CLOSING DEVICE. 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL, I INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SAFETY GLAZING (TEMPERED): • WINDOWS OVER BATH TUBS • WINDOWS WITHIN 24" OF DOOR SWING • ALL SLIDING GLASS DOORS • FIXED GLASS LITE$ OVER 30 S.F. • ALL SHOWER ENCLOSURES • LITES WITHIN 18" OF FLOOR IF LARGER THAN 9 S.F. 61$n 34" " 141$" 1 !Q ■ SEDROO 13 m o LIVING ROOM 144" x 13'-4" 10'-0" X 11'-011 ; W -O" CLG. ■ 8'-0" CLG. Q i TILE TILE i GOND. UNIT H.B. 8" 10'-4" 19 2868 BELF- CL081NG 61, PLUMISINcy W 4/ D. W. 40 GAL. W.H. `ix 54AnC ACG)"W/ _ .Pl1LL-DOIIJN• . 31-211 4 GARAGE 14'-0" x 22'-10" W-0" BRG, .------------------------- 1 1 � 1 � 1 � 1 I 1 � 1 � 1 1 1 � 1 � 1 I I 1 I 'dp ; 9'-0" x T-Ou OVERHEAD DOOR 91-011 151-411 FLOOR FLAN SCALE: 1/4" ■ V -O" AREA LIVING 1060 S.F. GARAGE 368 S.F. FRONT PORCH 80 S.F. TOTAL 1508 S.F. 31-211 11'-V11 , n11 306840 x 6" (2) 25 SH 11'_2" FRONT FORCH 4 13'-4" x 6'-0" SOLID VINYL CLG. 4x4 P.T. WOOD POST (2) 2x12 S.Y.P. BEAM (TYP.) 28 411 a•{� f REVIEWED r J IQ OA JE SANFORE BUI DINQ DIVISION A PERMIT ISSUE SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO k IOLATE, CANCEL, ALTER OR SET ASIDE ANY OF TH PROVISIONS OF THE TECHNICAL CODES. NOR SHAL ISSUANCE OF A PERMIT PREVENT 13'411 THE BUILDING OFFICIAL FROM THEREAFTER RECTION OF ERRORS IN PLANS. CONSTRUCTfOr I OR VIOLATIONS OF THIS CODE I7GC �IitOS �' SANFORD 0 GINEERING• It -4c; . GRID Eo--- �8 ! � 3689 rLA>,c wua Et!•B� MADa ati dRiab a�an I�Ru•IG r> +c.. CIvIL 6"-1,3@lhld - WI1-=LOA= t 67Rl:GTI:RAL Ci6,6` ,OLS= :6 'P COM?UANCE WI-iR ath AnMO 1 ---6 CM -R GS- C� -a V _&t T* -N-_ roR ae._T a W ,;%N rpp vv. air-, aiillmilT'ON A•o/ aT l - Te1r COWW"TlON R NOT TO [LKS' b1AT -,wee- Olb VAP" 1y T&V 1JTTUC}i -•sia -1-8 II.D^Illllli!Il■ rw A J - �clal N —'a ■ow, m mmasr— y IN. JACK L. 'Wft •.a. -IC• . 23570 'ZOO MA4.11'tOPLAL C"lC:.a LOaRtNl6. sLOt Cs 3.c-46 �aaaa u�-r1s1 � r,+.x- csw saszesl y 0000 _ 00 0 0 r-1 m W N ZLu O I— 0 Q it cr 12 m Q W O W Or In O M Z N 0 M � 0 pL� J LV 0 • H OZccVj W Q�N1^^ %"" Y/ OOZM � Q Li t0 2 ch a M M %i U W W W o� 0 W =' J o 3> oma .N W O L0 co co W N V u.i O a RECORD COPY Z O .• oc� c . O W W 0 C.) Z W Q 0 0 0 LIJ 0 Li - U � Q SHEET OF 5 ELECTRICAL COUNT BYMDOL ELECTRICAL METER I 8 CEILING FAN 4 LIGHT 4 1+ CHIME - DOOR BELL 1 Q DISCONNECT 2 CLEAN EXHAUST FAN - CLG. MTD, 2 _ FLOOD LIGHTS 2 DENSITY AND GARAGE DOOR OPENER OUTLET I W LIGHT W PULL CHAIN 1 W/ (2) ,5 CONT. SWITCH 20 $ SWITCH 3 WAY 6 $3 TELEPHONE 4 Q TELEVISION - CABLE OUTLET 4 Q WEATHERPROOF GPI 2 TIE BEAM SPLICE ELECTRICAL PANEL 1 i - 51-011 30" X 60" FLUORESCENT FIXTURE 2 r L — _ _ J LIGHT FIXTURE - CLG. MTD. 3 ROLL -IN SHWR, I f --` LIGHT FIXTURE - WALL MTD, 4 OUTLET 26 d OUTLET 220v 5 OUTLET GFI 1 x S" CONW/ PENDANT FIXTURE I PUSH BUTTON 2 STEP SMOKE / CARBON MONOXIDE DETECTOR 5 1/2" ■ 1'-011 NOTES: 1. 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 ARG FAULT INTERRUPTERS AND TAMPER PROOF ,GFI OUTLETS OUTDOORS, GARAGES, KITCHEN 4 BATHS. ,ALL ELECTRICAL SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE 150 AMP VERIFY SERVICE 3 (280) MCM ALUM. REQUIREMENT DISC IN 2 1/2" CONDUIT MAIN TYPICAL ELECTRICAL UNDERGROUND PANEL SERVICE BY l20 CIRCUIte POWER CO, --1 ELECTRICAL PLAN SCALE: 1/4" I. 1'-011 ADO'L. PANELS AS REQ'D. VC DISC. (20 CIRCUITS) TYP. 014 COPPER TO LIGHTS 4 OUTLETS 010 COPPER TO WH •8 COPPER TO RANGE \_02 GROUND TO 3/8" ROD (10' DEEP) 4 BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM N.T.S. FLOOD LIGHT GENERAL NOTES I. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2. PROVIDE 4" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM). 3, VERT. 05 BAR TO BE HOOKED AT TOP 4 BOTTOM (FTG. AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND • EA, END, LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS, 5, EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE, 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. GONG,) CONTROL JOINTS TO BE SAW CUT A DEPTH OF I OF THE THICKNESS OF THE SLAB, FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT, FTG, TO TIE BEAM (64" O.C. MAX U,N,O,) (REFER TO NOTES) 1. IF A DOWEL IS MISSING, APPLY w/ EPDXY (SIMPSON • ET) w/ b" EMBEDMENT. DRILL 3/4" DIA, HOLE FOR •5 DOWEL. S. NO WOOD GRADE STAKES PERMITTED, 0" CMU BLOCK I 1 1 1 1 1 W/ 6x6 - W1.4AVI.4 W.W.F. I I fI I OVER i MIL VAPOR TIE BEAM SPLICE I I TO BE MIN. 25'1 I GROUT CELL SOLID I I CLEAN GRADE Q COMPACTED FILL _ • W % STANDARD I DENSITY AND I TERMITE TREATED W *1 x 0'1 CONC. FTG Q W/ (2) ,5 CONT. i ON CHARS. FLOOD LIGHT GENERAL NOTES I. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2. PROVIDE 4" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM). 3, VERT. 05 BAR TO BE HOOKED AT TOP 4 BOTTOM (FTG. AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND • EA, END, LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS, 5, EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE, 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. GONG,) CONTROL JOINTS TO BE SAW CUT A DEPTH OF I OF THE THICKNESS OF THE SLAB, FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT, FTG, TO TIE BEAM (64" O.C. MAX U,N,O,) (REFER TO NOTES) 1. IF A DOWEL IS MISSING, APPLY w/ EPDXY (SIMPSON • ET) w/ b" EMBEDMENT. DRILL 3/4" DIA, HOLE FOR •5 DOWEL. S. NO WOOD GRADE STAKES PERMITTED, INDICATES FILLED CELL W/ (1) 05 VERTICAL (TYP.) (51 CA C4 6111 28'-8" 3'-10" 4' -II" 4'-11" 5111 31-011 0" CMU BLOCK 4" CONC, SLAB 1 1 1 1 1 W/ 6x6 - W1.4AVI.4 W.W.F. (1) 05 FROM FTG. TO OVER i MIL VAPOR TIE BEAM SPLICE BARRIER TO BE MIN. 25'1 i GROUT CELL SOLID (1) 05 CONT. CLEAN GRADE Q COMPACTED FILL _ • W % STANDARD 1 1 DENSITY AND •' TERMITE TREATED W *1 x 0'1 CONC. FTG Q W/ (2) ,5 CONT. 1'4" ON CHARS. STEM WALL FTG. 5 1/2" , 1'-0'. 0" CMU BLOCK 4" CONC, SLAB W/ 6x6 - WI.4xW1.4 W.W.F. (U ,5 FROM FTG. TO OVER f MIL. VAPOR TIE BEAM SPLICE BARRIER TO BE MIN. 25" i - 51-011 30" X 60" GROUT CELL SOLID (U 45 CONT. S7= ROLL -IN SHWR, I f --` { CLEAN COMPACTED13t 1 1 W % STANDENS" it I 1 ANTERMITE TREIS' 1 1 1 1 x S" CONW/ 1 1,�. ; W. C. (2) •5 CO ON CHARS. I I STEP DOWN FTG, 5 1/2" ■ 1'-011 4" CONC. SLAB • H 0ZM Wcn QN a" s" x s" THICKENED Q SLAB W/ (1) 05 CONT. 3 THICKENED EDGE 5 1/211 ■ 11-011 4" GONG. SLAB 0" CMU BLOCK W/ 6x& - 1411.4AU1,4 W.W.F. OVER r MIL VAPOR z Z W BARRIER (U 66 FROM FTG. TO J C .N TIE BEAM SPLICE TO BE MIN, 25" GROUT CELL SOLID GRADE CLEAN COMPACT® PILL T • S5 % STANDARD DENSITY AND Q TERMITE TREATED • , 16' x 0" CONC, FTG. i m W/ (2) b CONT. Z Q Q W ON CHARS. I'-4" 4 GARAGE WALL FTG. 5 1/2" ■ V -O" GARAGE SHEET 2 OF 5 WALL 4" GONG. SLAB W/ 6x6 - W1.4AUI.4 W,W,F, OVER 6 MIL. VAPOR BARRIER UL 4' 011 x 0" THICKENED EDGE W/ (U ,5 CONT. 5 GARAGE "RAINCUTII 5 1/2" • 1-0" 1/211 GYP. BD. ON 2x FRAMING R -Ii BATT INSULATION 4" CONC, BLAB W/ 6x6 - W1.4xW1,4 W,W,P. Z. (1) 05 CONT, OVER 6 VAPOR BARRIER • � Y • b CLEAN COMPACT® FILL • !S % STANDARD DENSITY AND 0" TERMITE T_1— (v INTIR. GARAGE WALL 5 NDN -BEARING 1/2" ■ 1'.0" 4" CONC. SLAB W/ 6x6 - w1.4xw1.4 W.W.F. OVER r MIL VAPOR 12" x 12" MONO FTG. BARRIER (L •5 CONT. ON CHAIRS. GRADE E CLEAN • • Q COMPACTED FILL • W % STANDARD DENSITY AND TERMITE TREATED -j MONOLITHIC FOOTING INDICATES FILLED CELL W/ (1) 05 VERTICAL (TYP.) (51 CA C4 6111 28'-8" 3'-10" 4' -II" 4'-11" 5111 31-011 7 I 1 , , I 1 , 2500 P.S.I. (MIN,) 4" LONG E SLAB 1 REINF, W/ 6x6, WI.4xWI.4 ED WIRE LAV, a p MESH OVER 6 MIL. VAPOR ARRIER ' ON CLEAN. COMPACTED FI TREATED -- FOR SUBTERRANEAN TER ES, (FIBER MESH MAY BE USED I.L.O. W,M.) ALL REBAR GRADE 40 ' I I N , REF, I 1 1 I I 1 I 1 I I I I TUB/SHWR. ° I( I 1 I I 111 1 I I RANGE II �,yy.. 1 I 1%( YIOIY ILII 1 It rt 1 1 W,6:-0 � 1 1 ~ 1 D.W. SINK LAV, dW, rr -_ _ 11 i II I 1 I I I`° N ° JI I 1 L--JI.——J ' 1 I , 1 1 , I I , I' 1 1 1 , lit i � 1 � 1 I 1 1 , 1 I , 1 I , z 1 I 1 1 I 1 I I 1 1 I 1 1 I 1 , 1 I , � I 1 I 1 I & , 40 GAL, 1 1WIWI' 1 1--------------------� ir- %, 11 101111111 1111111111111111pt 4" 8 DNI r------- I 1 II I ; 1114/HI NI ; ; STEP ON. r i ' — — JL — — J ; 1211 41 ^11 1111 D. W. , -V 1 I I 1 ■ � , 1 1 n I 1 1 1 -4 I 1 to j r �4,STTp� II 1 -------------------------------- --- I(. al 1 w 1 4" DIA. SCHEDULE 40, F , L lli i i PVC. A/G CHASE GOND. 1 I g UNIT 1 1 1 1 I I I 1 1 I 1 I 1 I I I 1 I ■ 1 1 t I 4 I I 1 1 I I I I I I I 1 1 z ' 1 ■ 4 I 1 1 I Q 111 1 1 I I 1l1 I I I I 1 I I I 1 1 I I 1 1 1 I 1 1 I I I 1 1 I t 1 I 1 1 I 1 1 1 I I 1 I I 1 1 4 1 I t 1 1 I t 1 1 1 ■ 1 I 1 I ■ 1 1 I I 4 I 1 1 I Q 1 1 1 1 1 1 1 I 1 1 -_---------- I I 1 1 1 I H.B. ' •-- -�- - ---� 1 I I � I I I 1 I I 2'-10" 114" 4" 1 1 2'-10" 3'-2" 1 9'-0" 1 3'-2" 15'-411 28'-8" FOUNDATION PLAN SCALE: 1/4" - V-011 IF STEM WALL EXCEEDS 32", FILL ALL CELLS W/ GROUT AND APPLY 1 05 VERTICAL • 48" O,G. (MAX.) 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. 13'-4" Dc%c 011108 all wxall D THICKENED EDGE W/ 1 05 (CONT.) -1 -,T rl r ■ r Q� W Q "I /� 1 �PGK�n G ,' S ENGINEERING 1NC • !i GRIE , i :. 3-*z�c-SQA_ �� ; wlNc�^A� ea it=_� c= •, -, � P PLAN HAa5 DffiN MADE 5`7- GRIES _NI_INEERING,INC.. I CIvfL ETIG'KEi=41VG - WINC�LCA : STRUO-LRAL F'.3CR 201-1 - 5tn EDITICV --e CUR - FC .1 '.ti --•:., �'.T.-_ -�_ _.�� _-_� c■.'_C[-'.■�". "G1•::0E YFL:AHC- ''iCi `n'+GRio`-. 4L'•�■s+i:.�l. •■f -T CW 8301 r_iM CURTR'C�TICN 18 �,C' TO 1r - — a.V. G`1 VnfV! 'c Ta E JACK L. ;SR'E& _ ALMORAL-.IRCL.E j _:3Ee0uRG ZL Q 3--1E ✓ATE: `eo a Ndo ' •40 7� TATE OF `: �440 4�` • 10 NA L ENG%��tiO�� Ptttll�� 41� 3 H.B. 1 1 1 1 1 -4" 1 1 I 1 I I W iu i 4" STEP ON, r- ---------------------------------- ------------- - -1-T -------------- 0 N - -I- ----►• 1 1 Z O , Q Q -m Q , I 1 = I I 811 i - 51-011 30" X 60" U) ROLL -IN SHWR, I f --` { 2 I 1 1 1 I it I 1 1 1 1 1 1 1 1,�. ; W. C. LL LL I I I I I � •-- ; 01-011 ) 0 u- u) 1 1 7 I 1 , , I 1 , 2500 P.S.I. (MIN,) 4" LONG E SLAB 1 REINF, W/ 6x6, WI.4xWI.4 ED WIRE LAV, a p MESH OVER 6 MIL. VAPOR ARRIER ' ON CLEAN. COMPACTED FI TREATED -- FOR SUBTERRANEAN TER ES, (FIBER MESH MAY BE USED I.L.O. W,M.) ALL REBAR GRADE 40 ' I I N , REF, I 1 1 I I 1 I 1 I I I I TUB/SHWR. ° I( I 1 I I 111 1 I I RANGE II �,yy.. 1 I 1%( YIOIY ILII 1 It rt 1 1 W,6:-0 � 1 1 ~ 1 D.W. SINK LAV, dW, rr -_ _ 11 i II I 1 I I I`° N ° JI I 1 L--JI.——J ' 1 I , 1 1 , I I , I' 1 1 1 , lit i � 1 � 1 I 1 1 , 1 I , 1 I , z 1 I 1 1 I 1 I I 1 1 I 1 1 I 1 , 1 I , � I 1 I 1 I & , 40 GAL, 1 1WIWI' 1 1--------------------� ir- %, 11 101111111 1111111111111111pt 4" 8 DNI r------- I 1 II I ; 1114/HI NI ; ; STEP ON. r i ' — — JL — — J ; 1211 41 ^11 1111 D. W. , -V 1 I I 1 ■ � , 1 1 n I 1 1 1 -4 I 1 to j r �4,STTp� II 1 -------------------------------- --- I(. al 1 w 1 4" DIA. SCHEDULE 40, F , L lli i i PVC. A/G CHASE GOND. 1 I g UNIT 1 1 1 1 I I I 1 1 I 1 I 1 I I I 1 I ■ 1 1 t I 4 I I 1 1 I I I I I I I 1 1 z ' 1 ■ 4 I 1 1 I Q 111 1 1 I I 1l1 I I I I 1 I I I 1 1 I I 1 1 1 I 1 1 I I I 1 1 I t 1 I 1 1 I 1 1 1 I I 1 I I 1 1 4 1 I t 1 1 I t 1 1 1 ■ 1 I 1 I ■ 1 1 I I 4 I 1 1 I Q 1 1 1 1 1 1 1 I 1 1 -_---------- I I 1 1 1 I H.B. ' •-- -�- - ---� 1 I I � I I I 1 I I 2'-10" 114" 4" 1 1 2'-10" 3'-2" 1 9'-0" 1 3'-2" 15'-411 28'-8" FOUNDATION PLAN SCALE: 1/4" - V-011 IF STEM WALL EXCEEDS 32", FILL ALL CELLS W/ GROUT AND APPLY 1 05 VERTICAL • 48" O,G. (MAX.) 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. 13'-4" Dc%c 011108 all wxall D THICKENED EDGE W/ 1 05 (CONT.) -1 -,T rl r ■ r Q� W Q "I /� 1 �PGK�n G ,' S ENGINEERING 1NC • !i GRIE , i :. 3-*z�c-SQA_ �� ; wlNc�^A� ea it=_� c= •, -, � P PLAN HAa5 DffiN MADE 5`7- GRIES _NI_INEERING,INC.. I CIvfL ETIG'KEi=41VG - WINC�LCA : STRUO-LRAL F'.3CR 201-1 - 5tn EDITICV --e CUR - FC .1 '.ti --•:., �'.T.-_ -�_ _.�� _-_� c■.'_C[-'.■�". "G1•::0E YFL:AHC- ''iCi `n'+GRio`-. 4L'•�■s+i:.�l. •■f -T CW 8301 r_iM CURTR'C�TICN 18 �,C' TO 1r - — a.V. G`1 VnfV! 'c Ta E JACK L. ;SR'E& _ ALMORAL-.IRCL.E j _:3Ee0uRG ZL Q 3--1E ✓ATE: `eo a Ndo ' •40 7� TATE OF `: �440 4�` • 10 NA L ENG%��tiO�� Ptttll�� 41� W V •. •• 0 N Z O I`- 0 Q Q -m Q 0 0 U) LL LL M O 0 Z N � MLu ) 0 u- u) J W Q • H 0ZM Wcn QN LO 00 cM Q ch c� a 00 a) N CU �1 v ,W^^ z Z W QR` J C .N W N po L, N W N m LU O a Z O Ii. O ■ _ . Wo 0 Z Z Q Q W Lu V /:� = LjJ cr_Lu 11— y) O _ LL S J J w uj c 0 U � Q Q T-4 SHEET 2 OF 5 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS R" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS G4�pt7f 4t�►A! pp�ptti GRAVITY UPLIFT GRAVITY Enclosure Category: LATS TYPE LENGTH 8U8 "FS'08 SM -00 8F1608 SF204M 8F2400 IMM F32 -OB 8F&19 BF12.18 8F18.18 BF2010 WA -6.18 aP28-18 SF32.18 2'-10-(34-) PRECAST 2302 3166 4x73 8039 7526 8004 10472 11836 9166 4473 6039 7526 9004 10472 11938 3'-6" (42") PRECAST 2302 3138 3377 4669 owl 7315 6630 9947 3186 4473 1 6039 7526 9004 10472 119M 4'-0" (48") PRECAST 2029 2326 2646 2498 8973 3467 6039 4434 7528 5410 9004 6384 10472 7359 11938 4' 6" (54") PRECAST 1651 1767 1913 2557 9403 4149 48M 6644 2170 4027 6039 7526 9004 10472 9868 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2626 33M 346 1666 2889 5057 6096 5400 6424 7450 5'-10" (70') PRECAST 972 1000 1059 1474 1689 2304 2721 3137 1459 2464 4144 54M 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 33M 3971 4566 1256 2101 306 5260 7134 6995 am 7'-6" (90") PRECAST 767 1029 1675 2365 1994 2439 2886 3333 1029 1676 2610 3899 6696 6813 6047 9'-4" (112") PRECAST 573 932 1049 140 1210 1482 1754 2027 766 1212 1818 2544 340 4030 3127 10'$"(126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2061 2774 3130 2404 11'-4"(136") PRECAST 445 698 935 1365 1854 2355 1793 2075 598 935 1386 1864 2441 3156 4044 12'-0" (144") PRECAST 414 545 854 1254 1689 2074 1570 18M 555 964 1254 1893 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1636 1224 1419 485 748 1076 1438 1865 2343 2920 14'-0"(168") PRECAST 338 381 648 919 1190 1462 1067 1260 455 700 1003 1335 1714 2153 2666 14'-8"(176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2046 2610 3185 3765 15'-4'(184') PRESTRESSED ( ) N.R. NR NR NR NR NR NR NR 420 05 1250 8966 2370 2890 3410 17'4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 960 1400 1800 2200 20M 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1 1400 1720 2030 21'-4"(256") PRESTRESSED N.R. 172 NR NR NR NR NR NR 189 330 610 940 1340 1760 6 2110 22'-0" (264") PRESTRESSED N.R. NRrm 137 205 322 457 607 771 947 24'-0"(288")PRESTRESSED NR 165 10 NIN leo 300 s o 870 1260 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 1 240 470 720 1030 1360 8910 8" PRECAST & PRESTRESSED U -LINTELS G4�pt7f 4t�►A! pp�ptti UPLIFT UPLIFT GRAVITY Enclosure Category: LATS TYPE LEN TH $MIT *U-lT 8F1&iT BF20-IT BF24IT MWIT BF32-ST "u" 2021 we 2021 8F&2T 8F12 -2T 8F1&2T 8F20 -2T 4.27 8F2&2T 2.2T 2'-10" (34") PRECAST 2727 2878 4101 5332 am 7811 9055 2727 2784 081 5190 6407 76M 8857 X-6" (42') PRECAST 2165 2269 3290 4237 5219 6204 7192 1257 1257 2165 2215 389 25 5096 411 6061 7036 4'-0" (48") PRECAST 1878 1989 2632 300 4632 6367 6245 938 936 1878 1925 2750 3683 4422 5264 silo 4'-6" (54") PRECAST low 1762 2507 3257 4010 4767 5526 727 727 1660 1708 2435 3171 3913 46M 5406 5'-4" (64") PRECAST 1399• 1484 2110 2741 3375 4010 4848 505 605 1383 1437 2060 1 2670 3283 3920 4549 5'-10" (70") PRECAST 1872• 1957 um 2505 304 3965 4247 418 418 1272 1315 1875 2441 3010 3589 4157 6'$" (78") PRECAST 11 41* 1200 17 33 2250 27032N 32 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7' 6" (90") PRECAST 959• 912 1476 1914 23 4 2797 3240 Sol 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST Sol* 812 990 1289 15x0 1852 2144 454 630 801 755 1192 Iwo 1910 2271 2634 10'-6" (126") PRECAST 716* 496 793 1027 1261 1498 1731 06 493 715 611 1039 1389 1711 2034 2356 11'-4" (136") PRECAST 566• 40 696 999 1104 1309 1516 363 556 066 535 905 1295 1596 1898 2196 12'-0" (144") PRECAST 607•f 400 631 618 1001 1138 1372 Sao 494 831 1 486 918 1209 1514 1799 2086 13'-4" (160") PRECAST 500" 340 532 686 41 997 1153 302 396 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 4".316 493 636 776 622 1666 248 360 548 376 829 922 124 1567 1816 14'$"(176") PRESTRESSED 243 298 459 591 724 867 990 N.R. 357 243 1 362 582 862 1166 1491 1742 15'-4"(184")PRESTRESSED 228 278 430 553 677 901 926 N.R. 327 228 329 542 791 1072 101 1076 17'-4" (208") PRESTRESSED MB 236 361 44 567 670 774 N.R. 265 188 276 449 49 874 1121 1389 19'-4"(232") PRESTRESSED 16 166 207 239 313 383 401 650 490 736 678 40 47 1190 N.R. 204 21'-4" (256") PRESTRESSED 145 186 278 356 439 512 590 N.R. 172 142 212 336 477 636 807 993 22'-0"(264") PRESTRESSED 140 leo 268 343 418 493 568 1 N.R. 161 137 205 322 457 607 771 947 24'-0"(288")PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 598 090 an "MLL)VGt VALUt nT "LoT6 FUK uKAut 4u rltw KLCWW 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 4t�►A! pp�ptti Vuk--139 mph UPLIFT GRAVITY Enclosure Category: Endosed Building LATERAL LENGTH TYPE LENGTH TYPE 6Rue a"600 SARL008 8RF1408 8RFM08 SWMI B INFAM 8RF300S 8RP&19 SAF10.18 "RF14.19 $RFI&n BRM -10 JOW26,19 SRF3018 4'-4" (52") PRECAST 1489 1591 3053 2982 394 4929 5904 am 1827 3412 4962 472 747 416 10876 4'-6" (54") PRECAST 1357 1449 2782 2714 3800 44x7 6375 6264 1702 3412 4982 472 7947 416 10478 5'$" (68") PRECAST 785 632 1602 1550 2058 25H 3075 3545 1153 2102 4074 472 018 6914 0839 5'-10"(70") PRECAST 735 779 1500 1449 1624 2400 2876 3352 1103 2051 3811 472 6516 5450 6411 6'$" (80") PRECAST 822 07 1677 2933 2576 3223 3872 4822 907 1677 2933 4100 6730 4177 6707 7'-6" (90") PRECAST 665 Ml 1377 2242 1966 2451 29x4 439 754 1377 2329 3609 5492 6624 5132 9'$" (116") PRECAST 371 420 894 1253 1071 1342 1614 89"0 535 928 1497 2179 2618 3695 ---- 8" PRECAST W/ 2" RECESS DOOR U -LINTELS *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP MIN. (1) REQ'D ~ 1-1/2" CLEAR W J C.M.U. a GROUT In 02 #5 REBAR AT BOTTOM 0 OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8"AC AL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT ffBOTTOM OF LINTEL CAVITY �F16-18/17 NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP MATERIALS. 1. f'c precast lintels - 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Reld rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 4t�►A! Zone 5 Vuk--139 mph UPLIFT C - Horizontal direction / No topographical effects Enclosure Category: Endosed Building LATERAL LENGTH TYPE aRF&ST 8RF&ZT 8RF10•11 8RFI0.2T 14.1T 8RF1&IT SRF22.1T 8RF26.1T BRF30-17 4-ZT SRFI&V RF22.2T 8RF25-2T JORM2T 8908 8RF9 4'-4" (52") PRECAST 1x44 1573 2413 3280 4112 4967 5825 932 932 44 891 31 1008 96 4'-6" (54") PRECAST 1192 1501 23U 3121 3937 4756 5577 03 853 1192 14% 2240 3036 3837 443 453 5'$" (68") PRECAST 924• 1112 1795 2423 3055 3889 4325 501 501 924 1192 1741 2367 2978 3603 4230 5'-10" (70") PRECAST 89°' 113" 1742 2352 2965 3581 4198 189 469 898 1099 1890 2208 x691 3497 4106 6'$" (80") PRECAST 178 eel 1513 2042 2573 3107 3642 &V 1100 778 960 1468 1967 25M 3035 3583 7'$" (90") PRECAST 886 07 1325 1810 2280 2753 3227 710 941 08 49 13M 1762 2225 2690 3157 9'$" (116") PRECAST 533- 433 808 1123 1413 1704 1996 518 814 533 527 1009 1389 170 2086 2460 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP MIN. (1) REQ'D ~ 1-1/2" CLEAR W J C.M.U. a GROUT In 02 #5 REBAR AT BOTTOM 0 OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8"AC AL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT ffBOTTOM OF LINTEL CAVITY �F16-18/17 NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP MATERIALS. 1. f'c precast lintels - 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Reld rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. CW DMipn Cdb& GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the 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 the lintel cavity. 7.7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Caston -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 SAFE LOAD TABLE NOTES 1 -All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20%lf bearing length Is less than 6 1 /2" . Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 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 addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. Th des!!'stnef may evaluate co entrated loads from the safe to tables by ca�culati�g the maximum resisting moment and shear at a -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. Codes: Florida Building Code 2017 Residential - 61h Edhkm ASCE 7-10 Minimum Design Loads for Buildings And Odd Structures This Building is not a wind-borne debris area. does not require opening protection. Chapter 30 ASCE 7-10 - Analytical Procedure - Strength Design Risk Category: II Basic Wind Speed: Figure R301.2 (4) FBC2017 Residential Zone 5 Vuk--139 mph Exposure Category: C - Horizontal direction / No topographical effects Enclosure Category: Endosed Building IntemW Pressure Coeific lent + 0.18 Roof Pitch: 5.0/12 (22.6 degrees) Low -Rise Building w/mrh P00 Edge Strip (feet) a = 3.0 feet = C 100 sq. ft. 31.4 / -34.4 35.1/-38.2 = D Roof Pressures (psf) Zone 1 Zone T Zone 3 Effective Area = 10 sq. ft. 21.6 / -33.7 15.2/-51.6 •►, 20 sq. ft. O •• 0 O O aFib-ID/IT AFI6-08/IT 09 &RF14-MAT 100 sq. ft. 15.51-30.7 9.1 / -36.4 9.1/-60.7 W CW DMipn Cdb& GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the 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 the lintel cavity. 7.7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Caston -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 SAFE LOAD TABLE NOTES 1 -All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20%lf bearing length Is less than 6 1 /2" . Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 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 addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. Th des!!'stnef may evaluate co entrated loads from the safe to tables by ca�culati�g the maximum resisting moment and shear at a -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. Codes: Florida Building Code 2017 Residential - 61h Edhkm ASCE 7-10 Minimum Design Loads for Buildings And Odd Structures This Building is not a wind-borne debris area. does not require opening protection. Chapter 30 ASCE 7-10 - Analytical Procedure - Strength Design Risk Category: II Basic Wind Speed: Figure R301.2 (4) FBC2017 Residential Zone 5 Vuk--139 mph Exposure Category: C - Horizontal direction / No topographical effects Enclosure Category: Endosed Building IntemW Pressure Coeific lent + 0.18 Roof Pitch: 5.0/12 (22.6 degrees) Low -Rise Building w/mrh h = 15 feet Edge Strip (feet) a = 3.0 feet Component and Cladding Design Pre"wee Wali pressures (psf) Zone 4 Zone 5 Effective area = 10 sq. ft. 35.8/-39.8 36.8/-49.9 = A 20 sq. ft. 35.1/-38.2 35.1/-45.7 - B 50 sq. fL 33.0/-36.0 35.1/-41.4 = C 100 sq. ft. 31.4 / -34.4 35.1/-38.2 = D Roof Pressures (psf) Zone 1 Zone T Zone 3 Effective Area = 10 sq. ft. 21.6 / -33.7 15.2/-51.6 15.2/-78.9 20 sq. ft. 19.8/-32.8 13.3/-47.0 13.3/-73.4 50 sq. ft. 17.4/-31.6 110.9/41.0 10.9/-66.2 100 sq. ft. 15.51-30.7 9.1 / -36.4 9.1/-60.7 5� f 4 - ~`` ZONES CsI NIF ROOF ZONES plus & minus signs signify pressures acting towards and away from the building surfaces respectively. Geotechnical Information: Design soli bearing capacity a 2000 psf Concrete floor -100# live load Roof trwsas - 204 dead load 1170 Ilve load 3 RGA 0 0 LINTELPLAN SCALE: 1/411 - -0 ��ttttttf/� GR F . cr- = • W / OF • _Q � "018S/0NO-��`� P ocsC 011I4ciS 5 EyGtNEER1t�G- 1NC - GR1E A &-ft.W--TJftA- ALW-' U14,4C-C�A= 4W/Mi; OP 7�416 'PLAN 4189 8114 MAM sY dAtft 3FL6Mi�INGJ6IC.. C=ML 4NO1:MIKI LG - tU11-=LDS . 679 U=c V.WAL afEa'6: As= '6 'A C'.n11Pt JA\Ct P490! sou - inti zorTION -.a cot -R=- r% J S. -C •-vz'.r. �_ _r- -. _ P*ft .ra-.1ftLAP ! u =)• `gyp WtA zlp . suoon:a&. M=T.ZN RUOa C--19. r.w 04OWM 4=14 r VC' TD rv%i „A- ansa Can WlgN4 % Trio .J "= e' -w■4'.�v. -.a area. =1r4 -6 ..e..rcv -a's now, . ==o zeZIM •'•R. JACX L. 2XIN6 rcr , 23570 .00 0A4J,10PLAL :tt4CLC Ll�SUWW PLO! Cc 3s -AS t&02; -A-1-6W t'^X, '30W 126a+it a•.Ta� ,s W _ � 00 Q� � rn rl m w W TJ 0 1` Z O N H � Q X i1. m O Q W O >W W X Z t` N Q _ M I,- LU 0: -J J W Q f= OZM Z Q�NW � O%Ln �ZM (n QX (0 _ ch�a M N e -i U m U L1J W Z W W J Q ' o C J mUo .F l� W •gyp 0 O 1 N WN M W O X Z O .. WWa Z Z Q �Q wQ LLJ W ` X W (n O LL � -J J Ifl cn U- V -1 V-1 Z Q c -I W SHEET OF 5 FIBERGLASS SHINGLES OVER 150 FELT UNDERLAYMENT OVER 1/2" COX PLYWOOD SHEATHING NAILED W/ 8d RING SHANKS • 4" O.C. EDGES 4 6" O.G, IN FIELD, OVER ENGINEERED WOOD TRUSSES * 24" O.C. -0" _ TRUSS dRG. ALUMINUM DRIP EDGE OVER ALUMINUM FASCIA OVER 2x4 SUB -FASCIA 6 1.8" WINDOW HEAD HGT. VENTED ALUMINUM SOFFIT PRE -CART CONC. LINTEL W/ 103 PER LINTEL SCHEDULE WINDOW AS PER PLAN i PRECAST CONCRETE SILL — i . I SMOOTH CEMENTITIOUS BANDING I i TEXTURED GEMENTITIOUS FINISH OVER 8x&x16 CMU REINF. W/ 05 WHERE SHOWN ON PLAN i O'-O'I FINISHED FLOOR GRADE z 4 16" W. x 8" D. LONG. FTG. . REINF. W/ (2) 05 BARS (CONT.) 40 FIBERGLASS SHINGLES OVER 130 FELT UNDERLAYMENT OVER 1/2" COX PLYWOOD SHEATHING NAILED W/ 8d RING SHANKS • 4" O.G. EDGES 4 6" O.G. IN FIELD, OVER ENGINEERED WOOD TRUSSES • 24" O.G. TFAM ANCHOR PER PLAN MSS R-30 BATT OR BLOWN r INSULATION 8'-0" _ TRUSS, BRC. .- ALU--MINUM DRIP EDGE OVER 1/2 GYPSUM CEILING BOARD i ALUMINUM FASCIA OVER i 2x4 SUB -FASCIA • 8xbxib C.M.U. KNOCK -OUT BLOCK REINF. W/ 1-03 CONT. „ VENTED ALUMINUM SOFFIT 1/2 DRYWALL OVER Ix P.T. FURRING STRIPS OVER CMU WALL W/ INSULATION PER ENERGY CALCULATIONS (2) 2x12 BEAM W/ 1/2" PLYWOOD FLITCH PLATE 2 i 4x4 S.Y.P. P,T, WOOD POST . i 4 c 1 1/2" DRYWALL OVER Ix P.T. FURRING STRIPS OVER CMU WALL W/ INSULATION PER ENERGY CALCULATIONS 2500 P.S.I. (MIN.) 4" CONCRETE SLAB REINF, W/ bxb, WI.4xW1.4 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.) .. I d in 00 e•i W 0 ti Z O N F- Q 0 Gam.. Q m O .. I d TYPICAL CMU WALL SECTION SCALE: 3/4" . V-0" 2300 P.S.I. (MIN.) 4" CONCRETE SLAB REINF. W/ 6x6, WI.4xWI.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 ASU44 POST BASE W/ (U 1/2" x 8" ANCHOR BOLT TO CONCRETE 4 (12) 16d TO POST 12 I INSULATION (OPT.) SOLID VINYL CEILING SIMPSON PC42 POST CAP W/00) IOd TO BEAM 4 (8) 10d TO POST 0'-0" HOUSE FINISHED FLOOR GRADE NEMMEMMW z I 12" W. x 12" D. MONO FTG. (2) 05 CONT. ON CHAIRS / Jr TYPICAL POST SECTION SCALE: 3/4" a V-0" ANCHOR NOTES TRUSS NAILS (1 1R' LONG) MAY BE USED ON SINGLE PLY RAFTERS ALL TRUSSES USE ANCHOR #1 FOR CONCRETE WALL UNLESS MARKED ALL RAFTER, .TACK & KMIG4ACK TRUSSES USE ANCHOR 035 FOR FRAME WALLS UNLESS MARKED. ALL TRUSSES USE ANCHOR #38 FOR FRAM WALLS UNLESS MARKED. # SIMPSON # mix UPIK on ANCHORS: TRUSS TO CONCRETE 1. META20 %05-10d 1035 2. MTA20 w/7 -10d 1450 MISSED LINTEL STRAP REPLACEMENT MT'SM18 w117 --10d 880 4.1Wx2-1W1ITEN ANCHORS: TRUSS TO WOOD FRAM AMBERS 3. 35 H2.5A w/10.8d x 1.5 480 4. 38 MTSIQ vd14.10d 1000 m 28'8" 5/12 ,I a04 - - -,1 Ln I j �- T9 , I T: CJ5 - - �� i� - _ � CJ5 CJ3 JJ -= CJ3 CJ1 - �(L �i �,Am cv) U U U 5//112 U U U y✓� 15'4" •-�� 28'8" N.T.S. Lo c U L) U - -�CJ1 I II 11_ _� CJ3 I � -- - CJ5 � N - �aLo M CJ5 CJ3 �D p h �CJ1 Q ►n ch 5/12 U U U 13'4" Im ROOF PITCH: 5:12 UNLESS NOTED OTHERWISE. OVERHANG: 1'-0" UNLESS NOTED OTHERWISE. NOTE: 1. THIS PLAN IS FOR REFERENCE ONLY. TRUSS MANUF, TO SUPPLY TRUSS LAYOUT, TRUSS PROFILES 4 UPLIFT CALCS. 2. REFER TO ELEVATIONS 4 FLOOR PLAN FOR ADDITIONAL DIMENSIONS, OVERHANG, ROOF PITCH 4 CEILING HGTS. DGsC *11108 ♦♦ •'� o �/ O S7,4 7 F to � * � 1�1, VA L GR1E5 ENG_NEE•RING• TNG • ,�,��1� *LAN —6 OMN MAC* D7 (amiss -wka NmRtNGJNG.. ; clvlL ffW- aM1%4 - wn4r.L ;A:� c STRItUC-MAL cgsl-SN ANC '8 'n cCi" tm:.I[ANCZ a-I- PpGRt 704.4 - 3ti, EDITIOV -. eor f •. a •sc- Pont :AHrL/:MGQ 4, :D7+ `gyp .... >a �.•... V.CRM:.ti •r.T CN RfO: C�L� . N h11. C�I.TIrCaTlO�t 1� VOA TG` u'>rL•' „+T 01.x. 0:6NYgNG '3 Trf .J:•Y,r-N I� • �.i -�V. --a �M. Lr=J • �C'�' GV --.a m"l'. -..G 11 R. JACK L.:sR'ES m.=. LIC• 335 -rte ZOC RA.LriORAL c{RG' m Lef�ulG RL :t c� 3- .4a ;as7. :D ATR, . 00 e•i W 0 ti Z O N F- Q 0 Gam.. Q m O 0 ) > W In OZ M (` N Q 0 � Mir- u) J WQI, • 1.-ogM �" W a 0 000 to cn 'H z QIz (O _ MCJC. Rt 0) M cr U W z Z W W =' 0 J o �mba •N W 2 0 O 11) N N W 0 Lo LiJ O a z O .. Ow W w o L) z LLI U) :� cr cr- UJ LLQ � LL S J J w O� m 0 U 11 Q Q T -i U) SHEET OF 5 . 1 1 /moi l � i 2 -PLY No.2 SYP 2x12 BEAM U.N.O. W/00) CONS 10-1OCI TO BEAM BEAM/WALL CONNECTION NOT TO SCALE 24 PT Buck . Fasten to Ma" e/ Ill' J.6olt 6" from Ord$ and 24" o.e. betwe n esx. e/minlmue 4" eebeder+t MOM Will •. .©: ove"Ild Door lmwled per M&dWU Mss 61MIFICA10% aweoo, GeeMltlow 2) Filled Glls Es. FinMh or Paint (typical) side Of opening MASONRY TRACK MOUNTING DETAIL 1/2" X 8" A.B. W/2" WASHERS SET IN TYP. PILLED CELL MIN. 5 PER JAMB. P.T. e2 SYP 2" X 6" OVERHEAD— SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER, MIN. 6 PER TRACK TO JAMB. 0 NS VERTICAL REBAR W/ 12" HOOK 25„ • CORNER W/ ,Ic�,R FULLY GROUTED _ rz"p TIE45EAM TIE—SEAM/ CORNER BTL. 1/2" - 1'-0I' 4 SECTIONAL OVERHEAD DOOR Q7 SECT, OVERHEAD CSAR. DOOR INSTALL SCALE: N.T.S. VTR 2" 9 AUTO 2" i VENT VTR 2" i WC GARAGE SLAB 2" SH SANITARY RISER DIAGRAM N.T.S. 1x4 Support Legs under Rafters to i roof w/Slmpson H2.5 top 4 bottom as that no span Is greeter than 4'-0" Note: Sheathing omitted for clarity 2x4 Purlin at each Rafter 24 Collar Ties on Rafters )- 5' long w/5 -10d to se. Rafter Not req. for Vallee sets) Trusses/Rafters of roof below Simpson H2.5 w/4-Sd x 11/2" at awh end to for Rafters 6'-0" span or more. Simpson YTCR w/ 3.10d x 1-1/2" to true 4 4-10d at each Interact with Trusses CONVENTIONAL t VALLEY FRAMING NOT TO SCALE Ix PT DUCK - FASTEN TO MASONRY w/ 3/16" TAPCON6 6" FROM ENDS AND 24" O.G. BETWEEN MAX. - MIN. EMBEDMENT 1-1/4" '.,-e MA&pNRY WAt:L ; MAX. L—EXTERIOR DOOR - JAMB INSTALLED WITH 1/4" TAPCONS 6" FROM JAMB ENDS AND 16" O.G. BETWEEN MAX. THROUGH DUCK INTO SU86TRATE PLUS MIN, lU e9 SCREW TNRU EA, HINGE INTO BUCK, ALL W/ 1- 1/4" MIN. EMBEDMENT 6TUCC0, CEMENTITIOU6 FINISH OR FIBER -GEMENT SIDING (TYPICAL) EXT. DOOR IN MASONRY WALL SCALE: 1 1/2" . 1'-0I' Ix PT DUCK - FASTEN TO MASONRY W/ 1/4" TAPGONS 4" FROM ENDS 4 16" O.G. MAX. BETWEEN - MIN. 1 1/4" EMBED. rlasoi�Rr STUCCO OR CEMENTITIOU6 FIN16W (TYPICAL) 1/4" MAX. 2x4 SYP or pt valley Plates Not req. for Voll" ate) ALUMINUM SH FLANGE WINDOW INSTALLED PER MAUFAGTURER'6 SPECIFICATIONS - TYPICALLY USING TAPCON6 T14RU WINDOW 4 DUCK &TRIP w/ 1 1/4" MIN. EMBEDMENT IN MASONRY FLANGE WINDOW IN Ma4SONRY WALL SCALE: 1 1/2" - 1'-0" Odic- 011108 GR1E5 ENCINEERir:_ a a�uxT�� n UJl1-=:0A : 4MVW-L OF Tw6 PLAN 14A.6 MMN MAM AY MRIi6 INQMBIfiQINGJN GIvIL 47J6,91APWNd - WIND( -CAM : 6TWK=TU14AL %:A& • A -VC :6 •K COM-LIANCE UA -1, rscw aols _ sl+, morrlo.l Cti i- .1 -ft 1�C JN_- -CAM- MR06 t!-•:tr-* +r✓ ran OOrIM&AW6 a, -'0M ".7P •'IM a".nr�, �r•V6M11.-t 6CTiN A— Qw-t. Tyr cWtro "Twx D ICT TO -WL'." '"NAT W"M 6" "MV46 % Tbi AU-"Z$l d•Me - t --A%&. -H[ c:a•�eew ss -=u .QCT+ -'N MR. JACK L. 3R/ft =.a LIC- 133570 •SOO et..I.t.MOI-.sL GIAC:3 testi v't-brei FAX. CDOW 126.,2611 7ATZ. 00 _ 00 0 e -I m W 0 1� Z OLU N F" 0 Q � x a (L m C) Z 0 6 LO O M It - Z 04 C2 . M Ln Q Z a: Q r, -JW Q OZM >■ W Q-11� V5 00ZM Q c _ MC30- M 0000 0) N CU 0 �1 U W M Z W J W J o J m c .N Q � W W o 0_ 0) fN N W N LO �I M V W O Q- Z 0 cr O Lj LU 0 z W Q ru e 0 LU r n � vLL♦ LLI � `moi O � J J � Uj m j 0 � Z U � Q SHEET 5/OF 5