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HomeMy WebLinkAbout912 Maple Ave 18-4475 (a) NEW SFHCITY OF Nuv ki 43i3 PERIMIT APPLICATION BUILDING DIVISIOt Applicution No: Wcumented Constructiuu VItllle:: 1WQ0" - IS 5 Z(A S 4C) Job Address: 912 Maple Ave. Sanford,'Fl. 32771 histurit: Mstrict: Yes[ Nu[N I'etrcei l.l): 25-19-30-512-1110-0050 Residential [[ Cum.niercial Type of Work: New U Addition [I Alteratiun [l Repair F-1 ImnoEl Cliwil e of Use: AluYe El- I)escrIptioll of 4Yur1:: Reconstruction of a Single Family Residence containing 1,060 S.F. of living space and with a one car attached garage for a total of 1508 S.F. p11111 Reyie y Contact Person: Glen Holt Title: General Contractor p1lul1c: (352) 267-6395 l:ax: Email: holtoluminum@aol.com property Owner lnfunmation N111.11e 1Lee Charleen Brinson Phulle: (407) 936-5300 Sire et• 912 Maple Ave. ltesident ofpruperty'r : Yes City, 5tttte Zip: Sanford Fl. 32771 Contractor hifurination 1y,,11i� Glen Holt Aluminum LLC. 1'11011e: _ (352) 267-6395 Street: 4044 Williams Street City, State Zip: Fruitland Park, Fl. 34731 Mate' Licellse IIID.: CGC1521327 Architect/En�ineer.i.nfurinatiula Nii1„e ; Jack Gries Engineering, Inc. Street: 715 Balmoral Circle City, st, Zip: _Leesbur , FI. 34748 Bulldhlg Cump:Uly: N/A Address: 1'1,011e (352) 787-6161 l -ax: (352) 326-2931 E -mall: griesengineering@embagmail.com Mortgage Lender: Address: N/A NVARtIAN16 TO OyYNER: YOUR FAMURETO RECORD A NOTICE O.N COA'1tllENt;J tti1EN'1' ilIAY RESUVI' IN YOUR PAYING TWICE FOR IMPROV1aYIl:N'I'S TO YOUIt PROPERTY. A NOTICE, OF CO;1 MEINCEiMENT MU51, BE RI:CORllIa AND 110S'1'E1) ON TILE JOB SITE. BEFORE THE FIRST INSPECTION. 11' YOU 1NT"ID TO OBTAIN FINAt"1CING, CONSUL. ' W11111 YOUR LENDER Olt At`1 A'1"1'O1tt�ll�Y_13IiFU1tE lt�liCOltllL1'G YOUR NOTICE 01: CODtt1�1EN(:EMENT tlpplicaliolt is licrthy wade to ublain a pvrmh to do Il3r „•ark and inslallalion; ai indicalcd. 1 certify that uu m)rk or in.aallalion has a,unnrnccd prior lis tlrr issualwe of a permit and that all work will be perlurnted lis mut standards of ;dl hms rtgulatine, constructionin this iurisdiLtiou. I understand Ibat u sepat'ate permit must be secured fur electrical %vurk, plwnbins;, signs, ivdls, twin;, furnaces, boilers, heaters. tanks, and Cdr conditioners, Vic, 1 FRONS' ELEVATION SCALE: 1/4" * 1'-0" 12 LEFT ELEVATION SCALE: 1/4" n 1'-0" No RIGHT ELEVATION SCALE: 1/4" W I' -O" ROOF VENT CALCULATION: 11508/ 300 e 5.03 x 144 SQ, INCHES 124,32/ 2 a 362,16/ 150 (PER OFF RIDGE VENT) 2,41 • 3 OFF RIDGE VENTS FIBERGLASS SHINGLE TOP OF BLOCK WINDOW HEAD — SMOOTH CEMENTITIOUS TRIM .TEXTURED CEMENTITIOUS FINISH — FIN15H GRADE r FINISH FLOOR - FEAR ELEVATION SCALE: 1/4" - 1'-0" I'-8" I_ I I %– 4x4 P.T. P06T GENERAL NOTE.8 1, 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, SPEC$ 4 ENERGY CALC'S TO 13E 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 EGRES6 W/ WINDOW MANUFACTURER FOR CODE? COMPLIANCE, 5, CONTRACTOR TO VERIFY/COORDINATE: WINDOW 4 DOOR ROUGH OPENING SIZES W/ MANUF. 4 MAKE DIMEEN51ONAL ADJUSTMENTS IF NECESSARY, 6, THESE DRAWINGS ARE NOT INTENDED TO COYER ALL CONDITIONS, FIELD DECISIONS MAY NEED TO BE MADE, CONTRACTOR SHALL ALLOW FOR MINOR ADJUSTMENTS, 1. UNLESS OTHERWISE NOTED ALL ANGLED WALL$ ARE 45° . 5, THESE PLANS HAVE BEEN PRODUCED WITHOUT THE AID OF ENGINEERED TRU66 PLANS, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH TRUSS MANUFACTURER. 5, 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 BATHROOM$, 12, INSTALL NON -SLIP TILE ON FRONT PORCH 4 PATIO, FIBERGLASS SHINGLES __.. - TOP -OF E3LOCK S' -O" -- TEXTURED CEMENTITIOUB FINISH -- SMOOTH CE:ME:NTITIOUB BANDING (TYP.) r— FINISH GRADE FINISH FLOOR - O' -O" FIBERGLASS SHINGLES TOP OF BLOCK 8'-O" WINDOW HEAD 6'-8" SMOOTH CEMENTITIOUS TRIM (OPT. ON SIDES 4 REAR) LUTEXTURED CEMENTITIOUS FINISH FINISH GRADE TFINISH FLOORO'-O" GARAGE NOTES: (PER 2011 FBC R-302,5) I. THE GARAGE SHALL BE SEPARATED FROM THE RE611DENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM WALL BOARD APPLIED To' THE: GARAGE SIDE, 2, GARAGIa6 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE: BY NOT LE66 THAN 5/8" TYPE: "X" GYPSUM BOARD OR EQUIVALENT. 3. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL 15E: EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LF -66 THAN 1 3/8" THICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH SEI-F-CI06ING DEVICE. 4, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE: WALLS OR CEILING$ SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE SHEET STEEL, I INCH MINIMUM RIGID NONMETALLIC CLASS O OR CLASS 1 DUCT HOARD, 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 5 OVER 30 S,F. ALL $HOWE?R ENCLOSURES LITERS WITHIN 18"• OF FLOOR it- LARGER FLARGER THAN 6 SX, (2) 2x12 S,Y,P, •BEEAM (TYP,) FLOOR LAN SCALE: 1/4" - 1'-0" AREA LIVING GARAGE FRONT PORCH TOTAL IS(UUED SHALL BE CONSTRUED TO BE A ) P AOCEED WITH THE WORK AND NOT A fY f0 VIOLATE, CANCEL, ALTER OR SET 07'THE PROVISIONS OF THE TECHNICAI 3 ° AALL ISSUANCE OF A PERMIT PREVEI IILI )ING OFFICIAL FROM THEREAFTER a CORRECTION OF ERRORS IN PLANS UC TION OR VIOLATIONS OF THIS CODE MPACTIONMST REQUIRED Results to be Verified at Slab Inspection 1060 5.1m, 3(08 61P, 60 5Y, 1505 511=1 44 00 a, N 0) C� M Z ® Q, 06 1 0 U m Q 0 ELECTRICAL. COUNT 3YM15OLo ELECTRICAL METER I a CEILING FAN 4 LIGHT 4 Q CHIME - DOOR BELL I 1 DISCONNECT 2 E5 EXHAUST FAN - CLG. MTP. 2 CLEAN FLOOD LIGHTS 2 _ GARAGE DOOR OPENER OUTLET I DENSITY AND LIGHT W PULL CHAIN 1 _ M U' CL SWITCH 20 W/ (2) 05 CONT, SWITCH 3 WAY 6 3 TELEPHONE 4 Q TELEVISION - CABLE OUTLET 4 Q WEATHERPROOF GFI 2 W/ 6x6 - WI.4xW1.4 W.W.F, ELECTRICAL PANEL I TIE BEAM SPLICE FLUORESCENT FIXTURE 2 r — — L — — LIGHT FIXTURE - CLG, MTD. 3 1— -(�- LIGHT FIXTURE - WALL MTD, 4 -- OUTLET 26 OUTLET 220V 5 s 95 9: 5TANDARD OUTLET GFI 7 (bGR PENDANT FIXTURE I 16" x 8" CONT, FTG, PUSH BUTTON 2 1"4 SMOKE / CARBON MONOXIDE DE=TECTOR 6 2 STEL' NOTES( CARBON MONOXIDE DETECTOR INSTALL CARBON MONOXIDE (Co) DETECTORS WITHIN lo' -O" OF ALL SLEEPING ROOMS. THE DETECTORS MUST BE HARD WIRED WITH BATTERY BACKUP AND MAY BE COMBINATION SMOKE / CARBON MONOXIDE DEVICES, 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. ALL RECEPTACLES IN ALL SLEEPING ROOMS SHALL BE ARC FAULT PROTECTED. ALL NON-GFI OUTLETS TO 8E ON ARC FAULT INTERRUPTERS AND TAMP(=R PROOF GFI OUTLETS OUTDOORS, GARAGES, KITCHEN 4 BATHS, ALL ELECTRICAL SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE 150 AMP VERIFY SERVICE 3 (250) MGM ALUM. REQUIREMENT DISC, FIN 2 1/2" CONDUIT MAIN UNDERGROUND SERVICE BY POWER CO. — - TYPICAL ELECTRICAL PANEL (20 CIRCUIT« I-ILxY1 1 EI-ECTIRICAL FLAN. 5CALE, 1/4" 1- 1'-011 AOD'L. PANELS AS REQ'D. 1/C DISC. (20 CIRCUITS) TYP, "14 COPPER TO LIGHTS 4 OUTLETS 010 COPPER TO WH 115 COPPER TO RANGE 02 GROUND TO 3/5" ROD (10' DEEP) 4 BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM N.T.S. 'LOOD .IGHT CONE). UNIT ELEC. METER - 150 AMP ELEC. SERVICE (FIELD LOCATE) GENERAL NOTES 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2, PROVIDE 4" CONC, SLAB W/ 6x&xW1.4xW1.4 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, #5 BAR TO BE HOOKED AT TOP 4 BOTTOM (FTG. AND TIT= BEAM ENDS) W/ MIN, 12 BAR DIAMETER LEGS EXCLUDING BEND 0 F.A, TEND. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5, EXTERIOR SLABS SHALL SLOPE I/12" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONIC.) 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, 0 INDICATES GROUT FILLED CELL WITH (1) VERT, 05 CONT, FTG. TO TIE BEAM 1. IF A DOWEL 18 MISSING, APPLY w/ EPDXY (81MPSON w ET) W/ 6" EMBEDMENT, DRILL 3/4" PIA, HOLE FOR s DOWEL, 8, NO WOOD GRADE STAKES PERMITTED, 3'-o" 51-1111 28'-8" 4'-811 4'-11" 1 3'-1011 6'-411 all w x 81' D , THICKENED EDGE 1 W/ 1 05 (CONT,) j 4" Srlw Ni HH,15.P D. _��--- -__ ,- t_ - __----_ - _----------- ---------------------__ -;u 1 SHADED AREA DENOV61, „ 3/4" RecEs8I=D SLAB R R ROLL -IN N SHWR, 5,-011 1 1 SLIDING GLASS DOOR1 I 1-- I 1 , I I y 1 I in W,C, I I 0,-0„ 1 t 1 I 1 I I I I 1 I 1 I 1; 2500 P.S.I, (MIN,) 4" CONCRETE SLAB REINF, W/ 6x6, WI,4xWl.4 WELDED WIRE LAV MESH OVER 6 MIL. VAPOR BARRIER 1 I ON CLEAN, COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES, (FIBER I I MESH MAY BE USED I,L,O, W,W.M.) 1 I 1 ALL REBAR GRADE 40 Q N I 1 o TU5/8HWR, I II IIN 111,� -- — — — — I 1 11( nl of -I 11 r I 1 I II R,NG13 INDICATES FILLED CELL W/ (1) a5 VERTICAL (TYP.) I u 2L J I 1 1 I SI P.W. `0 I 1 fIt I I L o N �;.I I 1 1 I 1 _Oub J" 1 I I I 1 I 1 1 t 1 1 1 I 1 I t 1 1 1 I I I 1 1 I I I 2 I 1 I I 40 GAL, I 1 I I 1 1 �- -- -- W,- ----------- I 1 `---------` -------------------------- - _--„w_..-,-----------...» --+ ..___- - __----- --- --------, 14” S P DN,��� �-r�j7 - - 411TEP DN. ; ; 1 \ it A/HI II 1 ��;� 1 i I 1 II i i tyM -411 `A\ 1. 1 J 1'-4{' 6'-1111 1111 41-011 2111, i L -_ -411 I 1 rr I I �• 00 r-1 8" CMU BLOCK 4" CONC, SLAB 0 W/ 6x6 - W1.4xW1.4 W,W.F, (1) •5 FROM FTG. TO OVER 6 MIL, VAPOR TIE BEAM SPLICE BARRIER TO BE MIN, 25" pLo GROUT CELL SOLID 0 (1) 05 CONT. a ^ a W GRAPE CLEAN COMPACTED FILL _ e S5 % STANDARD W W(D DENSITY AND •.a` TERMITE TREATED _ M U' CL 16" x 8" CONC, FTG, W/ (2) 05 CONT, p {° ON CHAIRS. 1 STIEM WALL FTC -s. 2 1/2" - 1-011 W 8" CMU BLOCK 4" CONC, $LAB W/ 6x6 - WI.4xW1.4 W.W.F, '(1) 05 FROM FTG, TO OYER 6 MIL. VAPOR TIE BEAM SPLICE BARRIER TO BE MIN, 25" N N GROUT CELL SOLID � (1) *5 CONT. If m LQ _T . CLEAN COMPACTED FILL s 95 9: 5TANDARD ' DENSITY AND n' TERMITE TREATED 16" x 8" CONT, FTG, W/ (2) +5 CONT, 1"4 ON CHAIRS. N al 2 STEL' DOWN FTCS, 2 1/2" • 1'-d' 4" CONIC, BLAB GRADE 8.. S" x S" THICKENED BLAB W/ (U •5 TONT. 3 THICK N D r= r)Cs z 1/2" R V-011 4" CONC, BLAB 8" CMU BLOCK W/ 6x6 - WxWL4 W.W.F. OVER 6 MIL4L. VAPOR BARRIER (1) 05 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID GRAPE CLEAN COMPACTED FILL Z 0 W % STANDARD DENSITY AND Q TERMITE TREATED 16" x S" CONC, FTG. W/ (2) 05 CONT. ON CHAIR$. I'-4'• 4 GARAGE WALL FTG, GARAGE WALL 4"CoNC. SLAB W/ 6x6 - WL4xWL4 W.W.F. OVER 6 MIL. VAPOR 4" BARRIER n S x Sn THICKENED EDGE W/ (I) •5 - CONT. 5 GARAGE "RAINCUTII 2 1/2" L 1'-011 1/2" GYP. BD. ON 2x FRAMING R-11 BATT INSULATION 4' CONC. SLAB W/ 6x6 - WL4xW1.4 W,W,F, (1) 08 CONT. OVER 6 MIL. VAPOR BARRIER •.dam ' � + .4;•*-T";'r-. � o=.�;!'' � i '!a CLEAN COMPACTED FILL +a 0 R STANDARD DENSITY AND 8" TERMITE TREATED INT'R, GARAGr= WALL 2 NON-15EARING V2" .1'_0' 4" CONC, BLAH W/ 6x6 - w1.4xw1.4 W.W.F. OVER 6 MIL. VAPOR 12" x 12" MONO FTG. BARRIER (2) •5 CONT. ON CHAIRS. GRADE Y_ y � 0 CLEAN ` " It 4 COMPACTED FILL 0 0 % STANDARD DENSITY AND TERMITE TREATED -1 MONOLITHIC FOOTING 2 N.T.s. 3'-o" 51-1111 28'-8" 4'-811 4'-11" 1 3'-1011 6'-411 all w x 81' D , THICKENED EDGE 1 W/ 1 05 (CONT,) j 4" Srlw Ni HH,15.P D. _��--- -__ ,- t_ - __----_ - _----------- ---------------------__ -;u 1 SHADED AREA DENOV61, „ 3/4" RecEs8I=D SLAB R R ROLL -IN N SHWR, 5,-011 1 1 SLIDING GLASS DOOR1 I 1-- I 1 , I I y 1 I in W,C, I I 0,-0„ 1 t 1 I 1 I I I I 1 I 1 I 1; 2500 P.S.I, (MIN,) 4" CONCRETE SLAB REINF, W/ 6x6, WI,4xWl.4 WELDED WIRE LAV MESH OVER 6 MIL. VAPOR BARRIER 1 I ON CLEAN, COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES, (FIBER I I MESH MAY BE USED I,L,O, W,W.M.) 1 I 1 ALL REBAR GRADE 40 Q N I 1 o TU5/8HWR, I II IIN 111,� -- — — — — I 1 11( nl of -I 11 r I 1 I II R,NG13 INDICATES FILLED CELL W/ (1) a5 VERTICAL (TYP.) I u 2L J I 1 1 I SI P.W. `0 I 1 fIt I I L o N �;.I I 1 1 I 1 _Oub J" 1 I I I 1 I 1 1 t 1 1 1 I 1 I t 1 1 1 I I I 1 1 I I I 2 I 1 I I 40 GAL, I 1 I I 1 1 �- -- -- W,- ----------- I 1 `---------` -------------------------- - _--„w_..-,-----------...» --+ ..___- - __----- --- --------, 14” S P DN,��� �-r�j7 - - 411TEP DN. ; ; 1 \ it A/HI II 1 ��;� 1 i I 1 II i i tyM -411 `A\ 1. 1 J 1'-4{' 6'-1111 1111 41-011 2111, i L -_ -411 I 1 rr I I �• 00 r-1 O W N 0 CLCL Q Q0� -n Z m� z pLo m 0 LijLo W Q I-- • Z Z t.f') M W< LQ N .> li W W(D T-1 z m L LLj U t� St cry U . N J z < aIli In � p faf] m q 0 �w Q �OLt- uj • ti n LIj Z d .. r s �O°QwU1 U w 0 Z U ';\o��,� V Ld 0 U O i� 4__---------------------------1ITT��:111 1 fi i O 4" DIA. SCHEDULE 40, iv N PVC, A/C CHASE 1 I I I COND, O i i i i UNIT O it1 ' 1 I I I 1 1 I 1 1 I I I I �— I I t 1 1 1 4 1 I I I I 1 I I ( I 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 I 1 I 4 ' I 1 1 1 I 1 I 1 1 I 1 f 1 4 1 I t I 1 1 I t � I 1 1 I 1 1 ------------- ----------------, I 1 11 H.B. 1 1 I 1 �T ___..__... .{..,� _ _ ori-- --•. .. .._J 13'-411 FOUNDATION FLAN SCALE: 1/4" : 1'-011 3'-z" gl-O 11 15'-411 28'-a" IF STEM WALL EXCEEDS 32", FILL ALL CELLS W/ GROUT AND APPLY 1 #5 VERTICAL 19 48" O,C, (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, 411 2'-1o11 3'-2" LL `4 M Z m� pLo m LijLo Q I-- • Z Z t.f') M W< LQ N .> li W W(D T-1 z m L _ M U' CL Ad or D LLj U t� St cry U . N J z < aIli In � p faf] m q 0 �w Q �OLt- uj • ti n LIj Z d .. r s �O°QwU1 U w 0 Z U ';\o��,� V Ld 0 U O i� 4__---------------------------1ITT��:111 1 fi i O 4" DIA. SCHEDULE 40, iv N PVC, A/C CHASE 1 I I I COND, O i i i i UNIT O it1 ' 1 I I I 1 1 I 1 1 I I I I �— I I t 1 1 1 4 1 I I I I 1 I I ( I 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 I 1 I 4 ' I 1 1 1 I 1 I 1 1 I 1 f 1 4 1 I t I 1 1 I t � I 1 1 I 1 1 ------------- ----------------, I 1 11 H.B. 1 1 I 1 �T ___..__... .{..,� _ _ ori-- --•. .. .._J 13'-411 FOUNDATION FLAN SCALE: 1/4" : 1'-011 3'-z" gl-O 11 15'-411 28'-a" IF STEM WALL EXCEEDS 32", FILL ALL CELLS W/ GROUT AND APPLY 1 #5 VERTICAL 19 48" O,C, (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, 411 2'-1o11 3'-2" �L� 0 [� Z Z ui _0 V) U)Z uj (y) OC m < ui LI.. UJ ® Z CL ui Q cr- 0 U 8 Qz X T-1 < 0 Cy; W SHEET OF 5 `4 0) � m w U O Z LuV D > m1 Lo W "bb Cn 0 N N � m LQ Z 2 CL �L� 0 [� Z Z ui _0 V) U)Z uj (y) OC m < ui LI.. UJ ® Z CL ui Q cr- 0 U 8 Qz X T-1 < 0 Cy; W SHEET OF 5 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS U Vu" 139 mph GRAVITY UPLIFT GRAVITY LATERAL TYPE LENGTH 8U8 M -OB SF12-08 8F16 -0B 8F20 -0B 8F24 -0B 8F28 -0B 8F32 -OB 8F8-IB 8F12 -1B 8F16 -1B 8F20 -1B 8F24 -1B 8F284B 8F32.18 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3168 4473 6039 7526 9004 10472 11936 3'^6" (42") PRECAST 2302 3138 3377 4689 6001 7316 8630 9947 3166 4473 6039 7626 9004 10472 11930 4'-0" (48") PRECAST 20292325 1989 2498 3467 4438 5410 6384 7358 2646 4473 6039 7528 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 6644 2170 4027 6039 7626 9004 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3338 3646 1665 2889 5057 6096 5400 6424 7460 5'-10" (70") PRECAST 972 1000 1059 1474 1869 2304 2721 3137 1459 2464 4144 6458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 0890 7'-6" 90" PRECAST (90") 767 1029 1675 2385 1094 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3409 4030 3127 10'-6"(126") PRECAST 456 482 802 1126 916 1122 1428 1535 668 1025 1514 2081 2774 3130 2404 11'4"(136") PRECAST 445 598 935 1366 1854 2355 1793 2075 698 935 1366 1854 2441 3165 1044 12'-0"(144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 048 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2660 14'-8"(176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4"(184") PRESTRESSED N.R. 278 NR NR NR 801 NR NR 2 A20 685 1260 1866 2370 2890 37 41 3410 17'^4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 630 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 760 1090 1400 1720 2030 21.'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 iso 6 0 sao 1340 1780 2110 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1260 1660 1970 24'-0" (288") PRESTRESSED N,R, NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1810 8" PRECAST & PRESTRESSED U -LINTELS *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS §M76-tm" U Vu" 139 mph UPLIFT UPLIFT GRAVITY LATERAL TYPE LENGTH 8F8 -IT 8F12 -1T 8F16 -1T 8F20 -IT 8F24 -1T 8F28 -1T 6F32 -1T 8U8 8F8 8F8 -2T 8F32 -2T 8Fi6.2T 8F20 -2T BF24-2T SF28-2T BF32-27 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1267 2166 2215 3165 4125 5091 0061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1860 1762 2607 3257 4010 4767 6525 727 727 1660 1706 2436 3171 3913 4658 5406 5'-4" (64") PRECAST 1393• 1484 2110 2741 3375 4010 4648 605 505 1393 1437 2050 2670 3293 3920 4549 5'-1.0" (70") PRECAST 1272+ 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1876 2441 3010 3583 4157 6'-6"78" PRECAST ( ) 1141* 1200 1733 2250 2769 3290 3812 707 8 87 1141 1182 1694 2192 2703 3216 3732 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2707 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'_4" (112") PRECAST 801• 612 980 1269 1560 1852 2144 454 630 801 755 1192 1660 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4" (1.36") PRECAST 666* 439 696 899 1104 1309 1815 363 556 666 535 906 1 1295 1595 1896 2198 1.2'-0" (144") PRECAST 607* 400 031 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4"160" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0"168" PRECAST ( ) 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8"(176") PRESTRESSED l 243 295 489 591 724 857 990 N.R. 357 243 352 682 852 1166 1491 1742 PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 642 781 1072 1381 1678 17'"4" (208") PRESTRESSED 188 236 361 464 667 070 774 N.R. 265 188 270 449 649 874 1121 1389 19'-411(232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 i65 239 383 $60 736 940 1160 21'-4" (25611) PRESTRESSED 145 186 278 $56 433 612 590 NSR. 172 142 212 336 477 635 807 993 22'-0"(26411) PRESTRESSED 140 180 268 343 418 493 568 N.R. ial 137 20$ 322 457 607 771 947 24' 0" (288") PRESTRESSED 127 185 244 312 380 447 515 N.R. 236 124 180 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS §M76-tm" U Vu" 139 mph MIN. (1) REQ'D UPLIFT GRAVITY Endvsure Category, Enclosed Building LATERAL LENGTH TYPE LENGTH TYPE 8RU6 8RF8-0B 8RF30-0B 8RF14-0B BRF18-00 8RF22.OB 8RF28-0B 8RF30-08 8RF8.1B 8RFIO.10 8RF14-IB 8RF1B-1B 8RF22-1B 8RF28-1B 8RF30.18 4'-4" (52") PRECAST 1489 1591 3053 2982 3964 4929 5804 8880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 6376 6264 1702 1 3412 4982 0472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3686 1153 2162 4074 8472 8510 6814 8839 5'-10"(70") PRECAST 735 779 1600 1449 1924 2400 2876 3352 1103 2051 3811 8472 6516 6450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2678 3223 3872 4522 907 1077 2933 4100 0730 8177 6707 7'-6" (90") PRECAST 665 781 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 $492 6824 1996 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 X2876 535 928 1497 2179 2618 3596 8" PRECAST W/ 2" RECESS DOOR U -LINTELS *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR U Vu" 139 mph MIN. (1) REQ'D UPLIFT X 1-1/2" CLEAR Endvsure Category, Enclosed Building LATERAL LENGTH TYPE 8RF6.1T 8RF6-2T 8RF10•iT SRF14-IT BRF18-1T 8RF22-1T 8RF26-1T 8RF30-IT 8RF10.2T 3RF14-2T RF18-2T 8RF22.2T BRF26.2T 8RF30.2T 8RU6 SUB 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 6826 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'$" (68") PRECAST 924* 1172 1795 2423 3055 3689 4326 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 898* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 1 2042 2573 3107 3642 830 1100 778 966 1468 1987 2609 3036 1 3563 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3167 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1996 516 614 1. 533 527 1009 1389 1 1728 2088 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR MATERIALS I. 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. Field 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. #5 REBAR AT TOP Vu" 139 mph MIN. (1) REQ'D v! X 1-1/2" CLEAR Endvsure Category, Enclosed Building z C.M.U. Q z O_ GROUT o C #5 REBAR AT BOTTOM Low -Rise BuDdIng w1mrh h =15 feet 0 OF LiNTEL CAVITY BOTTOM REINFORCING W 7-5/8"ACT AL PROVIDED IN LINTEL Componinft and � l�ign Prmsum (VARIES) 8" NOMINAL WIDTH Jf DES19NATION F =FILLED WITH GROUT / U = UNFILLED Effective area 10 sq. ft. 35.81-38.8 36.81-49.9 QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY F16-1B/1T NOMINAL WIDTH � I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP MATERIALS I. 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. Field 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. 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. 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 SAFE -.LOAD TABLE NOTES 1.All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% -If 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 addionai reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rebars In 8" lintels only. 7. The desjne ma evaluate c n entrated loads from the s fe load tables by calculatirgg t�e Maximum res�st�ng 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. CB.0 Deal" cruariia Codes: Florida Bur1d'ing Code 2017 Residential - stip EdMon ALOE 7-10 Minimum inn Londe for Buildinga And Other,, Structures This Building Is not a wind-borne debris area does not require opening protectori: Chapter 30 ASIDE 7-10 - Analytical Procedure - Strength Design Risk Cateaorw 11 O Basic Wind Speed: Figure R301.2 (4) FBC2017 Resid"at 3Z B ® Vu" 139 mph 00 O 0 4t M � v! Exposure Category: C » Horizontal direction f No topographical effects Endvsure Category, Enclosed Building internal Pressure CoefWent + 0.18 O_ Roof Pitch: 6.0112 (22.6 degrees) Low -Rise BuDdIng w1mrh h =15 feet Edge Strip (feet) a = 3.0 feet W Componinft and � l�ign Prmsum --------------- Wali pressures (pao Zone 4 Zone 5 ' Effective area 10 sq. ft. 35.81-38.8 36.81-49.9 -.A 20 sq. ft. 36.11=38.2 35.11-46.7 O D � 30 sq. IL 33-01-38.0 S8,11-41.4 8PI6-15!17 8U16-013/IT O O SRU14-015117 ® ® 8P1©,1T Effective Area = 10 sq. ft. 21.61-33.7 16.21-•61.5 16.21-78.9 20 sq. ft. 19.81-32,8 13.31-47.0 13.31-73A 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. 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 SAFE -.LOAD TABLE NOTES 1.All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% -If 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 addionai reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rebars In 8" lintels only. 7. The desjne ma evaluate c n entrated loads from the s fe load tables by calculatirgg t�e Maximum res�st�ng 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. CB.0 Deal" cruariia Codes: Florida Bur1d'ing Code 2017 Residential - stip EdMon ALOE 7-10 Minimum inn Londe for Buildinga And Other,, Structures This Building Is not a wind-borne debris area does not require opening protectori: Chapter 30 ASIDE 7-10 - Analytical Procedure - Strength Design Risk Cateaorw 11 O Basic Wind Speed: Figure R301.2 (4) FBC2017 Resid"at 3Z B ® Vu" 139 mph 00 O 0 4t M � v! Exposure Category: C » Horizontal direction f No topographical effects Endvsure Category, Enclosed Building internal Pressure CoefWent + 0.18 O_ Roof Pitch: 6.0112 (22.6 degrees) Low -Rise BuDdIng w1mrh h =15 feet Edge Strip (feet) a = 3.0 feet W Componinft and � l�ign Prmsum --------------- Wali pressures (pao Zone 4 Zone 5 ' Effective area 10 sq. ft. 35.81-38.8 36.81-49.9 -.A 20 sq. ft. 36.11=38.2 35.11-46.7 B � 30 sq. IL 33-01-38.0 S8,11-41.4 G 100 sq. ft. 31.41-34.4 35.11-38.2 = D Roof Pressures (psf} a one 1 Zone 2 Zone 3 I � Effective Area = 10 sq. ft. 21.61-33.7 16.21-•61.5 16.21-78.9 20 sq. ft. 19.81-32,8 13.31-47.0 13.31-73A 50 sq. ft 17.41-31.6 10.91-41.0 10.91-66.2 100 sq. ft. 15.5 i -30.7 9.11-36.4 9.11-60.7 �101?11M WALL 7ONE5 GABLE ROOF ZONE6 plus & minus signs signify pressures acting towards and away from the building surfaces respectively. Geotechnical information: Design soil bearing capacity = 2000 psf Concrete floor a 1009 rue load Roof trioses - 20# dead load 1117# live load IAIP ROOF ZONE6 LINTEL FLAN SC.ALr=. 1/4" = 1'•0" 00 0) O i-- ® 3Z B ® ® D.. 00 O 0 4t M � v! O_ W FIBERGLASS SHINGLES OVER 15• FELT UNDERLAYMENT OVER 1/2" GOX PLYWOOD SHEATHING NAILED LU/ ad RING SHANKS e 4" O.G. EDGES 4 6" O.G. IN FIELD, OVER ENGINEERED WOOD TRUSSES 6 24" O.G. TRUSS ANCHOR PER PLAN NOTES �., S' -O" � TRUSS BRG, ALUMINUM DRIP EDGE OVER ALUMINUM FASCIA OVER 2x4 SUB -FASCIA 6�-a" WINDOW HEAD HGT, — VENTED ALUMINUM SOFFIT PRE -CAST CONC, LINTEL LU/ 1.5 PER LINTEL SCHEDULE WINDOW A$ PER PLAN PRECAST CONCRETE SILL SMOOTH CEMENTITIOUS BANDING TEXTURED CEMENTITIOUS FINISH OVER 5xaxl6 CMU REINF. LU/ 05 WHERE SHOWN ON PLAN O' -0t1 FINISHED FLOOR GRADE `� 4 16" LU, x all D. CONC. FTG, REINF. LU/ (2) a5 BARS (CONT,) is l�S R-30 BATT OR BLOWN L -- I/2" GYPSUM CEILING BOARD • 5xaxl6 C.M.U. KNOCK -OUT BLOCK REINF, U1/ 1-a5 CONT, 1/2" DRYWALL OVER ix P.T. FURRING STRIPS OVER CMU WALL W1 INSULATION PER ENERGY CALCULATIONS : � TYPICAL CMU WALL SECT ION SCALE: 3/411 • V-011 Q 0 1/2" DRYWALL OVER lx P.T. FURRING STRIPS OVER CMU LUAU- W/ INSULATION PER ENERGY CALCULATIONS 2500 P.S,I. (MIN.) 4" CONCRETE SLAB REINF, LU/ 6x6, WI,4xWI.4 WELDED WIRE MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN. COMPACTED FILL TREATED FOR SU15TERRANEAN TERMITES. (FIBER MESH MAY BE USED I.L.O. LU,W,M.) FIBERGLASS SHINGLES OVER 150 FELT UNDERLAYMENT OVER 1/2" COX PLYWOOD SHEATHING NAILED LU/ ad RING SHANKS 6 4" O,C, EDGES 4 6" D,C. IN FIELD, OVER ENGINEERED WOOD TRUSSES a 24" O,C. I' -oil TRUSS ANCHOR PER PLAN NOTES � 81-0" _ TRUSS BRCS, ALUMINUM DRIP EDGE OVER ALUMINUM FASCIA OVER 2x4 SUB -FASCIA VENTED ALUMINUM SOFFIT (2) 2x12 BEAM LU/ 1/2" PLYWOOD FLITCH PLATE 4x4 S.Y,P. P.T, WOOD POST 2500 P.S.f. (MIN.) 4" CONCRETE SLAB REINF, U)/ 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.LU,M.) SIMPSON AIBU44 POST BASE LU/ (1) 1/2" x 8" ANCHOR BOLT TO CONCRETE 4 (12) 16d TO POST O' -O" HOUSE FINISHED FLOOR GRAD` _z 4 12" LU, x 12" D, MONO FTG, (2) w5 CONT. ON CHAIRS I� 5 INSULATION (OPT,) SOLID VINYL CEILING 6IMP30N PC4Z POST CAP W100) IOd TO BEAM 4 (a) IOd TO POST s �IT I' -O" OF I TYPICAL POST SECTION SGALE: 3/4" »c V-011 ANCHOR NOTES TRUSS NAILS (1 1/2" LONG) MAY BE USED ON SINGLE PLY RAFTERS ALL TRUSSES USE ANCHOR #1 FOR CONCRETE WALL UNLESS MARKED ALL RAFTER, JACK & KING -JACK TRUSSES USE ANCHOR #35 FOR FRAME WALLS UNLESS MARKED, ALL TRUSSES USE ANCHOR #36 FOR FRAME WALLS UNLESS MARKED. # SIMPSON # max uplift, lbs ANCHORS: TRUSS TO CONCRETE 1. META20 w/5 -10d 1035 2. META20 w/7 -10d 1450 MISSED LINTEL STRAP REPLACEMENT MTSM16 w/7 -10d 860 41/4" x 2-1/4" TITEN ANCHORS: TRUSS TO WOOD FRAME MEMBERS 3. 35 H2.5A w/10 -8d x 1.5 480 4. 36 MTSI@ w/14 -10d 1000 oil 0J? Q,.15 ?.�ISa 11 TRUSS FRAM"INFLAN N.T.S. ROOF PITCH: 5.12 UNLESS NOTED OTHERWISE, OVERHANG, 1'-01' UNLESS NOTED OTHERWISE, J6 NOTIE: I. THIS PLAN IS FOR REFERENCE ONLY, TRUSS MANUR 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. co ai rl m Z d Uj O cb r-10 O CV AL1 O Vi 1:4HI[ I : � TYPICAL CMU WALL SECT ION SCALE: 3/411 • V-011 Q 0 1/2" DRYWALL OVER lx P.T. FURRING STRIPS OVER CMU LUAU- W/ INSULATION PER ENERGY CALCULATIONS 2500 P.S,I. (MIN.) 4" CONCRETE SLAB REINF, LU/ 6x6, WI,4xWI.4 WELDED WIRE MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN. COMPACTED FILL TREATED FOR SU15TERRANEAN TERMITES. (FIBER MESH MAY BE USED I.L.O. LU,W,M.) FIBERGLASS SHINGLES OVER 150 FELT UNDERLAYMENT OVER 1/2" COX PLYWOOD SHEATHING NAILED LU/ ad RING SHANKS 6 4" O,C, EDGES 4 6" D,C. IN FIELD, OVER ENGINEERED WOOD TRUSSES a 24" O,C. I' -oil TRUSS ANCHOR PER PLAN NOTES � 81-0" _ TRUSS BRCS, ALUMINUM DRIP EDGE OVER ALUMINUM FASCIA OVER 2x4 SUB -FASCIA VENTED ALUMINUM SOFFIT (2) 2x12 BEAM LU/ 1/2" PLYWOOD FLITCH PLATE 4x4 S.Y,P. P.T, WOOD POST 2500 P.S.f. (MIN.) 4" CONCRETE SLAB REINF, U)/ 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.LU,M.) SIMPSON AIBU44 POST BASE LU/ (1) 1/2" x 8" ANCHOR BOLT TO CONCRETE 4 (12) 16d TO POST O' -O" HOUSE FINISHED FLOOR GRAD` _z 4 12" LU, x 12" D, MONO FTG, (2) w5 CONT. ON CHAIRS I� 5 INSULATION (OPT,) SOLID VINYL CEILING 6IMP30N PC4Z POST CAP W100) IOd TO BEAM 4 (a) IOd TO POST s �IT I' -O" OF I TYPICAL POST SECTION SGALE: 3/4" »c V-011 ANCHOR NOTES TRUSS NAILS (1 1/2" LONG) MAY BE USED ON SINGLE PLY RAFTERS ALL TRUSSES USE ANCHOR #1 FOR CONCRETE WALL UNLESS MARKED ALL RAFTER, JACK & KING -JACK TRUSSES USE ANCHOR #35 FOR FRAME WALLS UNLESS MARKED, ALL TRUSSES USE ANCHOR #36 FOR FRAME WALLS UNLESS MARKED. # SIMPSON # max uplift, lbs ANCHORS: TRUSS TO CONCRETE 1. META20 w/5 -10d 1035 2. META20 w/7 -10d 1450 MISSED LINTEL STRAP REPLACEMENT MTSM16 w/7 -10d 860 41/4" x 2-1/4" TITEN ANCHORS: TRUSS TO WOOD FRAME MEMBERS 3. 35 H2.5A w/10 -8d x 1.5 480 4. 36 MTSI@ w/14 -10d 1000 oil 0J? Q,.15 ?.�ISa 11 TRUSS FRAM"INFLAN N.T.S. ROOF PITCH: 5.12 UNLESS NOTED OTHERWISE, OVERHANG, 1'-01' UNLESS NOTED OTHERWISE, J6 NOTIE: I. THIS PLAN IS FOR REFERENCE ONLY, TRUSS MANUR 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. co ai rl m Z d Uj O cb r-10 O CV AL1 O Vi LLj it CONI CITY VTR 211 I i t 0 05 VERTICAL y REeAR w/ 12" HOOK co W TH 0 N 0 * CORNER W/ 25" FULLY GROUTED LAP TO MAS, WALL 4 10-lod CELT---_�___� ': ,�A_i �• :Y4. TO BEAM i� SECTIONAL Trla POOR TRACK o. STEEL LAG 40'4 40 TOP-GOWRB)r Stucco, GaasnUtloue 0 . 0 4 TIE-15EAM side or openfN 1/2" - It-Or 2 -PLY 2 SYP 2x12 BEAM U.N.O. IBEAM/UJALL CONNECTION NOT TO SCALE 2x4 Support Legs under gaftera to exlsting — roof w/6lmpeon 1-12,6 top 4 bottom as shown so that no span is greater than 4'-0'Lafters 2x6 Collar Ties on 5' long W/6 -10d to ea. Rafter 1x6 no,/Rarter6�.� �(Nrgq' For Yailey "to)2</." � 2.4" o.c, max, � Note. Sheathing omitted for clarlty 2x4 Purlin at each Rafter NAILING: + VALLEY PLATS$/PURLINS TO ROOF BELOW. 2-16d OR (2) OD8 1/4"x3 1/2" Is EACH TRUSS/RAFTER • RIDGE BOARD TO VALLEY PLATER/BLOCKING: 3-IOd TOENAIL. • RAFTERS TO VALLEY PLATE, 4-8d OR 3-I0d TOENAIL, • RAFTERS TO RIDGE BOARDS 4-8d OR 3-I0d TOENAIL, ,2li8 no,2 SYP Ridge 134d (Not req.for Yalley 6ete) • Blocking at end"of Ridge Board 4 Yalley Plates + COLLAR TIE TO RAFTER. 5-I0d EACH END Trussee/Rafters of roof below ----•- 6impaon 1-12,5 w/4 -8d x 11/2" at each and to Pur11 for Rafters 6'-0" $pan or more, Simpson YTCR w/ VOd x 1.1/2" to truss 14 lOd at each Intersect with Trusses CONVENTIONAL 4 VALLEY FRAMING 2x4 8YP or pt Yalley Plates NOT To SCALE (Not req. for Valley seta) 1/2" x 5" A.E3, W/2" WA5HER8 SET IN TYP, FILLED CELL MIN, 5 PER JAMB, 74 PT Buck -Foston to Masorry mi U7' Overhead D'oor Installed per J-Ult 6• rrom endo and 14• o,c. between Manufactures spscirfcations y SIMPSON HUC412 w/(lo) co W TH 0 N 0 1/4" x 2 3/4" TAPCONS Masorq Will TO MAS, WALL 4 10-lod ': ,�A_i �• :Y4. TO BEAM . 0• '4 SECTIONAL Trla POOR TRACK o. STEEL LAG 40'4 40 WASHER, MIN, Stucco, GaasnUtloue 0 . 0 4 TO JAMB, side or openfN 44 4 S CS'° 0Vr=fR E,4Q GAR, DoofR INSTAL -L SCALE: N,T.S, 4 l 2 -PLY 2 SYP 2x12 BEAM U.N.O. IBEAM/UJALL CONNECTION NOT TO SCALE 2x4 Support Legs under gaftera to exlsting — roof w/6lmpeon 1-12,6 top 4 bottom as shown so that no span is greater than 4'-0'Lafters 2x6 Collar Ties on 5' long W/6 -10d to ea. Rafter 1x6 no,/Rarter6�.� �(Nrgq' For Yailey "to)2</." � 2.4" o.c, max, � Note. Sheathing omitted for clarlty 2x4 Purlin at each Rafter NAILING: + VALLEY PLATS$/PURLINS TO ROOF BELOW. 2-16d OR (2) OD8 1/4"x3 1/2" Is EACH TRUSS/RAFTER • RIDGE BOARD TO VALLEY PLATER/BLOCKING: 3-IOd TOENAIL. • RAFTERS TO VALLEY PLATE, 4-8d OR 3-I0d TOENAIL, • RAFTERS TO RIDGE BOARDS 4-8d OR 3-I0d TOENAIL, ,2li8 no,2 SYP Ridge 134d (Not req.for Yalley 6ete) • Blocking at end"of Ridge Board 4 Yalley Plates + COLLAR TIE TO RAFTER. 5-I0d EACH END Trussee/Rafters of roof below ----•- 6impaon 1-12,5 w/4 -8d x 11/2" at each and to Pur11 for Rafters 6'-0" $pan or more, Simpson YTCR w/ VOd x 1.1/2" to truss 14 lOd at each Intersect with Trusses CONVENTIONAL 4 VALLEY FRAMING 2x4 8YP or pt Yalley Plates NOT To SCALE (Not req. for Valley seta) 1/2" x 5" A.E3, W/2" WA5HER8 SET IN TYP, FILLED CELL MIN, 5 PER JAMB, 74 PT Buck -Foston to Masorry mi U7' Overhead D'oor Installed per J-Ult 6• rrom endo and 14• o,c. between Manufactures spscirfcations y tax, erninTvin 4• ottoedtent co W TH 0 N 0 SYP 2x6 Masorq Will ': ,�A_i �• :Y4. OVERHEAD :Q�?,�, :Q•�' SECTIONAL Trla POOR TRACK x 1 1/2" STEEL LAG BOLT Ul/ WASHER, MIN, Stucco, GaasnUtloue 6 PER TRACK (1) Filled Cello Eo. Finish or Paint (tpul) TO JAMB, side or openfN MA60NRY TRACK MOUNTING DI TAIL S CS'° 0Vr=fR E,4Q GAR, DoofR INSTAL -L SCALE: N,T.S, Ir. PT BUCK - FASTEN TO MA6ONRY w/ 3/16" TAPCON5 6" FROM ENDS AND 24" O,C. BETWEEN MAX. - MIN. EMBEDMENT 1.1/4" H—I/4" MAX. ' F-XTERIOR DOOR - JAMB INSTALLED •MA6,ONF?Y WAL-(. ; 7 WITH 1/4" TAPCON5 6" FROM JAMB ENDS AND 16" O.C. BETWEEN MAX, THROUGH + BUCK INTO 8U56TRATE PLUS MIN. (1) 119 BCREUI THRU EA, HINGE INTO BUCK, ALL w/ ' • ' � 1- I/4" MIN. EMBEpMENT STUCCO, CEMENTITIOU6 FIN16H OR FIFSER-CEMENT SIDING (TYPICAL) XT, DOOR IN MASONRY" WALL SCAI- 1 1/2° = V -O° Ix PT BUCK - FASTEN TO MA$ONRY w/ 1/4" TAPCON6 4" FROM ENDS 4 16" O.C. MAX. BETWEEN - MIN. t 1/4" EMBED. 1/4" MAX. h1ASUNR''I'• UJA,lrL. �. 0 O i SECTIONAL. © OVERHEAD DOOR O a 0 GARAGE SLAB a Q n iA -"ALUMINUM SH FLANGE tUINDOtU INSTALLED PER MAUFACTURER'S STUCCO OR SPECIFICATIONS - TYPICALLY USING: CEMENTITIOUS FINISH TAPCON6 THRU WINDOW 4 BUCK STRIP w/ i (TYPICAL) 1/4" MIN, EMBEDMENT IN MASONRY FLANGE -WINDOW IN MASONRY WALL SCALE- 1 1/2" = V-011 QO I�- y • ® a 0121- co W TH 0 N 0 ELECTRICAL COUNT S`I't""'IBOL ELECTRICAL METER I EB CEILING FAN 4 LIGHT 4 BARRIER CHIME - DOOR BELL I wG`if DISCONNECT 2 Is EXHAUST FAN - CLG. MTD, 2 ED FLOOD LIGHTS 2 COMPACTED FILL GARAGE DOOR OPENER OUTLET I cb LIGHT W PULL CHAIN I {} SWITCH 20 SWITCH 3 WAY b 13 TELEPHONE 4 Q TELEVISION - CASLE OUTLET 4 NQ WEATHERPROOF GFI 2 ELECTRICAL PANEL I roQ FLUORESCENT FIXTURE 2 — — — L LIGHT FIXTURE - CLS. MTD. 3 -( } LIGHT FIXTURE - WALL MTD, 4 OUTLET 26 OUTLET 220V 5 s S5 . STANDARD OUTLET GFI 7 (ban PENDANT FIXTURE 1 0 PUSH BUTTON 2 �! SMOKE / CARBON MONOXIDE DETECTOR7 S 2 STEP NOTES: CARBON MONOXIDE DETECTOR INSTALL CARBON MONOXIDE (CO) DETECTORS WITHIN 10'-0tt OF ALL SLEEPING ROOMS, THE DETECTORS MUST BE HARD WIRED WITH BATTERY BACKUP AND MAY BE COMBINATION SMOKE / CARBON MONOXIDE DEVICES, 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. ALL RECEPTACLES IN ALL SLEEPING- ROOMS SHALL BE ARC FAULT PROTECTED. ALL NON-(SFi OUTLETS TO BE ON ,ARC FAULT INTERRUPTERS ,AND TAMPER PROOF GFI OUTLETS OUTDOORS, GARAGES, KITCHEN 4 BATHS, ALL ELECTRICAL SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE 150 AMP VERIFY SERVICE 3 (280) MCM .ALUM. REQUIREMENT DISC, F r - IN 2 1/2" CONDUIT MAIN UNDERGROUND SERVICE BY POWER Co. — TYPICAL ELECTRICAL PANEL (20 CIRCU€T� L1C31-f I ELECTRICAL fDLo4N_ SCALE: 1/411 = 11-011 ADD'L, PANELS AS REQ'D. i/C D€SC. (20 CIRCUITS) TYP. 014 COPPER TO LIGHTS 4 OUTLETS 010 COPPER TO WH 1*8 COPPER TO RANGE 02 GROUND TO 3/8" ROD (10' DEEP) 4 BONDED TO FOOTING STEEL ELECTRICAL FRISER DIAGRAM GENERAL NOTES 'LOOD .IGHT COND. UNIT -LEC. METER - 50 AMP ELEC. SERV ICE 'FIELD -OCATE) I. PROVIDE MM, 6 MEL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2, PROVIDE 4" CONC, SLAB W/ 6X6xW1.4xWI.4 WELDED WIRE MESH PLACED AT MID DEPTH ON b 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 BEAD a EA. END, LAP SPLICES SHALL BE NO LESS THAN 25% 4, CONSULT W/ MANUF. 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 F15ER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF f OF THE THICKNESS of THE SLAB. FILL CUT WI APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED ME'T'HOD. t INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM i, IF A DOWEL IS MISSING, APPLY w/ SPDXY (SIMPSON 0 ET) W! 6" EMBEDMENT. DRILL 3/4" DIA, HOLE FOR "5 DOWEL. S. NO WOOD GRADE STAKES PERMITTED. all Wx$t'D THICKENED EDGE W/ 1 #5 (CONT,) — FOUNDATION FLAN. SCALE: 1/4t1 = 11-011 IF STEM WALL EXCEEDS 32", FILL ALL CELLS W/ GROUT AND APPLY 1 05 VERTICAL 6 4S" O.C. (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, 418- 44 5 00 B" CMU BLOCK 4" CONC. SLAB N W! 6x6 - WI.4xW1.4 W.W.F. (1) 5 FROM FTG. TO OVER 6 MIL. VAPOR TIE BEAM SPLICE BARRIER TO BE MIN. 25" GROUT CELL SOLID CONT. a ;d GRADE CLEAN COMPACTED FILL Q 95 % STANDARD cb DENSITY AND a' TERM TS TREATED tb" x 8" CONC. FTG. W! (2) 05 CONT. 14' ON C4-f4ph. 1STEM WALL FTG. 2 1/211 s it -0I1 B" CMU BLOCK 4' CONC. SLAB W! 6x& - WI,44Jl.4 W.W.F. 'CV R5 FROM FTG. TO OVER 6 MIL. VAPOR TIE BEAM SPLICE BARRIER TO BE MIN. 23" GROUT CELL SOLID n) •5 cONT. d ?d a .d"TT d CLEAN COMPACTED FILL s S5 . STANDARD ' ° DENSITY AND e° TERMI E TREATED 16' B" CONT. FTG. W/ (22 ) '3 CONT. 1' 4 ON CHAIRS, �[ 2 STEP DOWN I=TCH. o 1/211 - I'-011 R R 4' CONC, SLAB GRADE- •4-- Z B" r 8" xB' THICKENED SLAB Wr (U ►6 CONT. 3 THICKENED EUGE 2 Intl. €l otl 4" CONC, SLAB 8" CMU BLOCK W! 6x6 - 1V(.4xW1.4 W.W.F. OVER 6 MIL. VAPOR BARRIER CV '3 FROM FTG. TO TIE BEAM SPLICE u.j TO BE MIN. 25" GROUT CELL SOLID -411 GRADE GLEAN1 COMPACTED FILL I 1035 STANDARD DENSITY AND 7TtEQ TERMITE TREATED �_- _ -d-• - 16" x all GONG, FTG, s . e: W! C2)'S CONT. ON (awn 4 GARAGE WALL. FTG. 2 1/211 - I,-Olt GARAGE WALL 4" CONC, SLAB W! 6x6 - W1.4xW1.4 W.W.F. OVER 6 MIL. VAPOR "1 BARRIER o .. •' •'..rte`_' ' B" K S' THICKENED I EDSE W! (U "3 CO11T. GARAGE "RAINCUT" 2 1/211. 1'-O" GYP. 3D. ON 2x FRAMIKa R -fl BATT INSULATION 4" CONC. SLAB W! 6x6 - I31.4xW1.4 W,W.F. (V •B CONT. OVER 6 NIL. VAPOR BARRIER •d ..dam-••. CLEAN COMPACTS FILL 7 - 0 S5 X STANDARD �� F DENSITY AND B" TERNTITE TREATED INT I%. GARAGE WALL NO 1 ,—e EAIR I N rT Intl. i,-o,, 4" CONC. SLAB W! 6x6 - iaV4xmT.4 LWIF. OVER 6 MIL. VAPOR 12" x 12' MONO FTG, BARRIER (2) 05 CONT, ON CHAIRS, r GRADE .a g CLEAN • " ' 4 COMPACTED FILL It SS % STANDARD DENSTTY AND TERMITE TREATED MONOLITHIC FOOTING all Wx$t'D THICKENED EDGE W/ 1 #5 (CONT,) — FOUNDATION FLAN. SCALE: 1/4t1 = 11-011 IF STEM WALL EXCEEDS 32", FILL ALL CELLS W/ GROUT AND APPLY 1 05 VERTICAL 6 4S" O.C. (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, 418- 44 5 00 N cb o m N O a- m o Q o R R Z rO d i u.j