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HomeMy WebLinkAbout2430 Princeton Ave (A) 13-2363DRIVEWAY t0 A-W"ALT Q� 0 ------------------- PRINCETON AVE., -__________.____-_-__ PAVED R/W SITE LEGAL DESCRIPTION Lot 64, GARDENIA, as recorded in Plat Book 5, Page Tl or the Public Records or Seminole Gounty, FL, Parcel ID *31-19-31--518-0000-0020 Otherwise known as 2430 Princeton Ave. Sanford, Fl- 32i71 Construct a new one story, single ramily residence on a now vacant land parcel. The new structure is to have a concrete slab on grade roundation, with concrete black exterior walls. O ry/ t tuLL Q 1u Z Z to a- Qzty k r 12.33' p W }� JI i( 3tOEWALK � ? Q IL Cl v N Nfff WATER I METER DRIVEWAY t0 A-W"ALT Q� 0 ------------------- PRINCETON AVE., -__________.____-_-__ PAVED R/W SITE LEGAL DESCRIPTION Lot 64, GARDENIA, as recorded in Plat Book 5, Page Tl or the Public Records or Seminole Gounty, FL, Parcel ID *31-19-31--518-0000-0020 Otherwise known as 2430 Princeton Ave. Sanford, Fl- 32i71 Construct a new one story, single ramily residence on a now vacant land parcel. The new structure is to have a concrete slab on grade roundation, with concrete black exterior walls. ------------ --------------- 39.50 ESC. 9.00I 39.00 EX. - - 6" TALI 6' ILIDE 9000ED CHECK -f' ......................40.00 ---------- - ----------------- ; _,_„J.- 6° TALL 6'1110E JODED CHECK DAM AT EACH LOT LINE _-; 5 WALE DAM AT EAG -f LOT UNE . ............................ .--- ............---------- ............ -- _.. 41.00 J p 0 1 33.00' LU 3 p O u- 1Ll n tu O O Q lid 'O O SIC z ui u_ w Q S �- �Q � � SIDEWALK --------------- �` .0 1 ------------- 42.00 EX. DRivEWAY 41.80 EX CO L�,,f+4tALT 41.05 EX. ----------_---------- PRINCETON AVE. -----•-----.--------- PAVED R/W - " j► �!!. LEGAL DESCRIPTION Lot 64, GARDENIA, as recorded In Plat E3ook 5, Page -n or the Public Records or Seminole County, FL Parcel ID x'31-1 9-31-518-0000-0620 Otherwise known as 2430 Princeton Ave. 5anrord, FL 32711 WORK SCALE - SCOPE I = ZU COPE OF R Construct a new one story, single ramflc residence on a now vacant land parcel. The new structures Is to have a concrete slab on grade Foundation, with concrete block exterior walls, PLAT OF SURVEY DESCRIPTION LOT 64, GARDENIA, AS RECORDED IN PLAT BOOK 5, PAGE 77, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 41 14' ALLEY WAY FND. 1/2" IR LB 116300 LOT 65 NORTHEAST CORNER LOT 68 FND, 1/2" IR LB #6WO FND. 1/2" IR LB #6500 7 LOT 40 49.08' MEAS 49.00' PLAT 10111'3 o, cA o 0`_ WC) o, �-A LOT 64 VACANT A-1 CID clol LEGEND O •O y��-A CABLE TV CABLE RISER v 147.00' PLAT 146.98' MEAS ow & E/P 49.00' P&M 0 WATER SERVICE1 LOT 39 FND. 112" IR LB #6300 Qcn CL LOT 63 d Q � 1 NORTHEAST CORNER LOT 62 FND. 1 114" IP NO i 98.00' " PLAT 98.09' MEAS FND. 1/2" IR LB gG300 �— 1' CURB & CUTTER PRINCETON AVENUE (60 R/w) 7156 1 BOUNDARY SURVEY CERTIFIED TO: M. S. WEST, INC. - 77-l.ARnF'NIA-1 nTI 4 NOTES: LEGEND 1. BEARING STRUCTURE IS BASED ON THE MONUMENTED CABLE TV ANNITI WEST R/W LINE OF PRINSTON AVENUE BEING LC _ LETERLINEIoER L - ARC LENGTH CO - CLEAN our LB - LICENSED OUSINE55 NORTH(AS5UMED). CBW - CONCRETE BLOCK WALL - LIGHT POLE CC - COVERED CONCRETE LS - LICENSED SURVEYOR 2. THIS BUILDING/LUT' LIES IN LONE(S) "X', BASED ON CLF - CHAIN LINK FENCE LSA - LANDSCAPE AREA Orlando 17? c., LB_ 4475 FLOOD INSURANCE RATE MAP NO. 12117C007UF, COMMUNITY CM - CUNCREIE MONUMENT McAS - MEASURED 201? E. Robinson St. NO. 120294 (CITY OF SANFORD,) ORANGE COUNTY. FLORIDA, GONC - CONCRETE MF - METAL FENCE ,of Orla7Tdo, Florida 32&(i3 TCW EFFECTIVE SEPTEMBER 25, 2009. COVD CP - COVERED - CONCRETE PAD MS N&D - METAL SHED - NAIL & DISK WWtv.AccurightSurvey;;.riet J. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS L - CONCRETE WALKWAY - CENTRAL ANGLE OW ORD - OVERHEAD WIRE - OFFICIAL RECORDS BOOK 1 PROVIDED BY CLIENT, D&M - DESCRIBED & MEASURED P&M - PLAT & MEASURED accusulveyVbel,t.,oOuth.net DE - DRAINAGE EASEMENT PB - PLAT BOOK �Ty� q / my pnry g Try PH P11O (40/) 6,94-6314 IPAX (�0) 897-377 4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. DESC - DESCRIPTION - DOT MANHOLE PC PG - POINT OF CURVATURE PACE 5. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE 'AS DW - DRIVEWAY PF PUB - PLASTIC FENCE - POINT OF BEGINNING --- USED TO RECONSTRUCT PROPERTY LINES.E P - EDGE OF PAVEMENT POC - POINT OF COMMENCEMENT E - ELECTRIC BOX R - RADIUS �--j y -B,THIS SURVEY IS VALID ONLY FOR THE PARTIES TO WHOM IT IS CERTIFIED. ESMT - ELECTRIC METER - ELEVATION - EASEMENT R/W T® - RIGHT OF WAY - TELEPHONE RISER TRANSFORMER 7. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS FFE b, FIT - FINISHED FLOOR ELEVATION - FIRE HYDRANT QT TYP - - TYPICAL - SET FORTH IN FLORIDA STATUTES. FIRM - FLOOD INSURANCE UE - UTILITY EASEMENT pp r Il "' •r'f+[1`fry ALE Fj- RATE MAP UP � - UTILITY POLE WATER METER ASSNDI'TI THE ORIGINAL RAISED NOT VALID WITZ TH - GUYNWIRE ANCHOR - WATER VALVE SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER.' IT, - IRON PIPE WF - W000 FENCE S: I SEMINOLE I SC5-77 - Gamienia 1641 SC5-77-GARDENIA-LOT64.dwa - Auo 24. 2010 COPYRIGFIT W 1966- 2013. ACCURIGH F SURVEYS =I. FiNISH GRADE 3" COVER MIN, ABOVE 4 BELOW REBARS ADDITIONAL THICKE=NING OF FOOTER AT PIPE, THE SiZE OF PIPE, TOTAL THICKNE=SS OF CONC. 20" D WALL PER PLAN 4" CONI, SLAB W/ VAPOR E3ARRIER FIN. FLOOR . 44 CLEAN - COMPACT TREATED SOiL d P,V,C. CHASE TWO SIZES LARGER THAN THE PiPE BEiNG SERVED 16 ONE STORY UTILITY CHASE AT FOUNDATION MONOLITHIC FOUNDATION 2500 PSi CONC, UJ/ F1f3ERMESH 1-�5 R�B.4R 1,114il 140 4 D>aII CLEAN C®Mi�ACTREATED SOIL T � 10 THICKENED EDGE AT STEP DOWN 1- 1/2" PROJECTit AT OPENING W/ 4" CONC. 8L SLOPE 1" IN SLIMING GLA83 WALL BEYOND DOOR PER PLAN 4 CONC, SLAB W/ VAPOR BARRIER FIN, FLOOR A.4 , v CLEAN s q COMPACT 0 16 TREATED SOIL a X_�Irl r— ONE $TORY EXTERIOR 8,rG..D.. SILL 16 ONE STORY EXTERIOR POOR SILL aA o p a o A a n a A 4 A'4 44 a`4 .a �o' 4 Io' 4 �1' 4 CLEAN COMPACT � d 16, A, � A,Q � TREATED SOiL 1� /�, EXTERIOR 5EAFRING FOOTER CONCRETE/FOUNDATION NOTES CONSTRUCTION NOTES: CONCRETE: I. CONCRETE SHALL HAVE A MiNIMUN coMPREBSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE, 2, ALL CONCRETE BLABS ON GRADE: SHALL BE THICKNESS AS INDICATED ON THE DRAWINGS OVER MINIMUM 6 MIL POLYETHYLENE VAPOR HARRIER OVER CLEAN COMPACTED TERMITE TREATED 'FILL, SUCH 8LAB6 SHALL ESE REINFORCED WITH 6X6 10/10 WWW LAPPED H" AT EDGES AND ENDS OR FBERMEBH, 3, FILL UNDER CONCRETE 8LAB8 SHALL BE CLEAN SAND OR ROCKAND FREE OF DEaR18 N OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 9596 OF STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM Dl551), 4, FOOTING SHALL BEAR ON UNDISTUR3ED SOLID BOIL OR UPON 801L COMPACTED TO A DEN6ITY OF AT LEAST 959'6 STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM D1551) FOR A DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF THE FOOTING, 5. WHERE SHOWN, CORES OF BLOCK M45ONRY SHALL BE FILLED WITH GROUT OR PEA :3RAVEL CONCRETE WITH A MINIMUM COMPR881Va STRENGTH OF 2500 PSI AT 25 DAYS, 6, REINFORCE FOOTINGS W/"5 BARS, GRADE 40 AS INDiCATED,ALL BARB SHALL BE DEFORMED, AND SHALL CONFORM TO ASTM DESIGNATION A305, W/ SPLICER OVERLAPPING AT LEAST 25", 1, ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN BEAMS AND COLUMNS SHALL BE LAP SPLICED A MINIMUM OF3S, BAR DIAMETERS OR 2', WHICHEVER IS GRE4'11R, B, CONTRACTOR SHALL VERIFY ALL DMENVONS AND FIXTURE LOCATIONS ON BiTE BEFORE POURING OF CONCRETE BLAB, S, DIMENSIONS SHALL TAKE PRECEDEcrz OVER DRAWINGS, DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS, IF ANY DI°CREPENCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION, 10, PROVIDE 4" DIAMETER PVC SLEEVE UNDER BLAB FOR USE AS HVAC AND ELECTRICAL CHASES AS NECESSARY AND SHOWN, 11, BLOPE ALL EXTERIOR AND GARAGE SLABS AWAY FROM BUILDING AT 1/8" PER FOO MINIMUM, 12. FOR CONCRETE BLOCK WALL8, PRCADE CONCRETE FILLED CELLS WITH 1-05 BAR VERTICALLY CONTINUOUS FROM FOOTING TO THE TIE BEAM AT ALL CORNERS AND W!"ERE OTHERWISE NOTED AS PER FOUNDATION PLAN. 13, CONCRETE= COVER OF REINFORCING STEEL SHALL BE AS FOLLOWS.- A, OLLOWS:A, FOOTINGS: 3" BOTTOMS AND SIDES 2" TOP B, BEAMS: 1-1/2" BOTTOM, SIDES AdD TOP C, COLUMNS: 1-1/4" D, 51-456 ON GRADE: 2" BOTTOM, I" TOP E. OTHERS PER ACi 14, EXTEND SLAB 1-1/2" AT DOOR OPENNGB, 15. EXTEND BLAE3 1-1/2" AND RECE88 3/4"FOR SLIDING GLA86 DOOR TRACKS, 16, IF DOWEL IB MISSED APPLY W/ SIMPSON OET EPDXY W/ 6" EMBEDMENT MIN. IN 3/4" HOLE, MASONRY: 1. CONCRETE MA80NARY UNITS SHALL BE ASTM C90-15, HOLLOW LOAD BEARING CONCRETE MASONARY UNITS, TYPE I, GRADE N-1, NORMAL HEIGHT. 2, MORTAR SHALL CONFORM TO ASTM C210 AND BE OF TYPE M OR S, 3, CONCRETE MASONARY UNITS MAY BE SUBSTITUTED FOR BRICK OR STONE FIN16H BELOW FIN16H GRADE APPLICABLE. FOOTINGS: I, FOOTERS HAVE BEEN DESiGNED FOR A SOIL BEARING PRE88URE OF 2000 PSF, IF DOWEL 18 MISSED, APPLY W/ EPDXY (BIMPSON "ET) W/6" EmpEDMENT, DRILL DIAMETER HOLES FOR 05 DOWELS DIESIGN REOUIREMENTS: 1) Live load for floors, decks 4 stairs is 40 F8F- 2) live loads for roof is 20 PSI=, PROvor= 3/4" RI=Glees T AT OGP OPENING (TYP) ■ ■ ■ ■ ■ ■ Igo" x 20"D conc,Footing w/2-0+ 7 I bare cont, w/ 25ll lap min.(TYP) Imo. VERTICAL ROD PLACEMENT (TYP.) I ( ■ i I ■ I I VERTICAL ROIL PLACEMENT (TYP.) I i i MONOLITHIC SL Al 4" Thick, 2500psi, fibermesh ■ conc, w/ vapor barrier, over treated, compact so'1 1 (TYP,) f ov, O" I I I I I I I I I ■ i RTICAL ROD ®�I PLACEMENT (TYP,) ( I 16" x 20"D conc, footing w/2 -#E5 I bare cont, w/ 25" lap min.(TYP) iro" x 20."D conc, footing w/2 -*5 ® I bare cont, w/ 25" lap mIn.(TYP) �® I _ J I � PROVIDE 1-1/2" PROJECTION AT DOOR OPENING (TYP) f 2� L_ _ _ _ _ _ _ _ _ _ i -411 Q 40It I _J i I I ® A■ I I X i I ■ VERTICAL- ROD Q m V I PLACEMENT (TYP.) SANFD(t BUIL.DI M DIVISION ^x -all I I T12SE PIANS PRE REVIEWED AND CONDITIONALLY 16" x 20"D conc, rooting w/2-05 ACCP rED H I ERMIT. A ISS JED PERMIT SHALL BE L T . . _ ._.. . . _ . I bare cont, w/ 25" lap m1n.(TYP) I DEEMED TO PRO EED WITH THE WORK ■ ■ I I ^ -Nn N0 T A,, HORiTY TO VI RATE, CANCEL, ALTER L O 1 SF r ASIDE ANY JF THE PROVI 31ONS OF THE TECHNICAL CODES, NOR SHALI ISSUANCE 0 A PERMIT PREVENT THE DOOR PER PLAN BUiLDINi" , liVI FROM T AFTER REQUIRING A 1- 1/2" PROJECTION 10'-O° /_T\ WALL BEYOND 4" CONC, BLAB AT OPENING METAL THRESHOLD / W/ VAPOR BARRIER 4" GONG, SLAB W/, 14'-4" 12'.4" FiN, FLOOR SLOPE V IN 10' , a A 14 , a A .4 ° , A ° ° d a , ° p a ? o A CLEAN O 174 — 1d 'o Apo 'b 4 COMPACT N ® FLORIDA BUILDING CODE MN MD ENGINEERED TREATED SOIL NOTE: THIS STRUCTURE HAS BEEN DESIGNED 16 ONE STORY EXTERIOR POOR SILL aA o p a o A a n a A 4 A'4 44 a`4 .a �o' 4 Io' 4 �1' 4 CLEAN COMPACT � d 16, A, � A,Q � TREATED SOiL 1� /�, EXTERIOR 5EAFRING FOOTER CONCRETE/FOUNDATION NOTES CONSTRUCTION NOTES: CONCRETE: I. CONCRETE SHALL HAVE A MiNIMUN coMPREBSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE, 2, ALL CONCRETE BLABS ON GRADE: SHALL BE THICKNESS AS INDICATED ON THE DRAWINGS OVER MINIMUM 6 MIL POLYETHYLENE VAPOR HARRIER OVER CLEAN COMPACTED TERMITE TREATED 'FILL, SUCH 8LAB6 SHALL ESE REINFORCED WITH 6X6 10/10 WWW LAPPED H" AT EDGES AND ENDS OR FBERMEBH, 3, FILL UNDER CONCRETE 8LAB8 SHALL BE CLEAN SAND OR ROCKAND FREE OF DEaR18 N OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 9596 OF STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM Dl551), 4, FOOTING SHALL BEAR ON UNDISTUR3ED SOLID BOIL OR UPON 801L COMPACTED TO A DEN6ITY OF AT LEAST 959'6 STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM D1551) FOR A DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF THE FOOTING, 5. WHERE SHOWN, CORES OF BLOCK M45ONRY SHALL BE FILLED WITH GROUT OR PEA :3RAVEL CONCRETE WITH A MINIMUM COMPR881Va STRENGTH OF 2500 PSI AT 25 DAYS, 6, REINFORCE FOOTINGS W/"5 BARS, GRADE 40 AS INDiCATED,ALL BARB SHALL BE DEFORMED, AND SHALL CONFORM TO ASTM DESIGNATION A305, W/ SPLICER OVERLAPPING AT LEAST 25", 1, ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN BEAMS AND COLUMNS SHALL BE LAP SPLICED A MINIMUM OF3S, BAR DIAMETERS OR 2', WHICHEVER IS GRE4'11R, B, CONTRACTOR SHALL VERIFY ALL DMENVONS AND FIXTURE LOCATIONS ON BiTE BEFORE POURING OF CONCRETE BLAB, S, DIMENSIONS SHALL TAKE PRECEDEcrz OVER DRAWINGS, DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS, IF ANY DI°CREPENCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION, 10, PROVIDE 4" DIAMETER PVC SLEEVE UNDER BLAB FOR USE AS HVAC AND ELECTRICAL CHASES AS NECESSARY AND SHOWN, 11, BLOPE ALL EXTERIOR AND GARAGE SLABS AWAY FROM BUILDING AT 1/8" PER FOO MINIMUM, 12. FOR CONCRETE BLOCK WALL8, PRCADE CONCRETE FILLED CELLS WITH 1-05 BAR VERTICALLY CONTINUOUS FROM FOOTING TO THE TIE BEAM AT ALL CORNERS AND W!"ERE OTHERWISE NOTED AS PER FOUNDATION PLAN. 13, CONCRETE= COVER OF REINFORCING STEEL SHALL BE AS FOLLOWS.- A, OLLOWS:A, FOOTINGS: 3" BOTTOMS AND SIDES 2" TOP B, BEAMS: 1-1/2" BOTTOM, SIDES AdD TOP C, COLUMNS: 1-1/4" D, 51-456 ON GRADE: 2" BOTTOM, I" TOP E. OTHERS PER ACi 14, EXTEND SLAB 1-1/2" AT DOOR OPENNGB, 15. EXTEND BLAE3 1-1/2" AND RECE88 3/4"FOR SLIDING GLA86 DOOR TRACKS, 16, IF DOWEL IB MISSED APPLY W/ SIMPSON OET EPDXY W/ 6" EMBEDMENT MIN. IN 3/4" HOLE, MASONRY: 1. CONCRETE MA80NARY UNITS SHALL BE ASTM C90-15, HOLLOW LOAD BEARING CONCRETE MASONARY UNITS, TYPE I, GRADE N-1, NORMAL HEIGHT. 2, MORTAR SHALL CONFORM TO ASTM C210 AND BE OF TYPE M OR S, 3, CONCRETE MASONARY UNITS MAY BE SUBSTITUTED FOR BRICK OR STONE FIN16H BELOW FIN16H GRADE APPLICABLE. FOOTINGS: I, FOOTERS HAVE BEEN DESiGNED FOR A SOIL BEARING PRE88URE OF 2000 PSF, IF DOWEL 18 MISSED, APPLY W/ EPDXY (BIMPSON "ET) W/6" EmpEDMENT, DRILL DIAMETER HOLES FOR 05 DOWELS DIESIGN REOUIREMENTS: 1) Live load for floors, decks 4 stairs is 40 F8F- 2) live loads for roof is 20 PSI=, PROvor= 3/4" RI=Glees T AT OGP OPENING (TYP) ■ ■ ■ ■ ■ ■ Igo" x 20"D conc,Footing w/2-0+ 7 I bare cont, w/ 25ll lap min.(TYP) Imo. VERTICAL ROD PLACEMENT (TYP.) I ( ■ i I ■ I I VERTICAL ROIL PLACEMENT (TYP.) I i i MONOLITHIC SL Al 4" Thick, 2500psi, fibermesh ■ conc, w/ vapor barrier, over treated, compact so'1 1 (TYP,) f ov, O" I I I I I I I I I ■ i RTICAL ROD ®�I PLACEMENT (TYP,) ( I 16" x 20"D conc, footing w/2 -#E5 I bare cont, w/ 25" lap min.(TYP) iro" x 20."D conc, footing w/2 -*5 ® I bare cont, w/ 25" lap mIn.(TYP) �® I _ J I � PROVIDE 1-1/2" PROJECTION AT DOOR OPENING (TYP) f 2� L_ _ _ _ _ _ _ _ _ _ i -411 Q 40It I _J i I I ® A■ I I X i I ■ VERTICAL- ROD Q m V I PLACEMENT (TYP.) SANFD(t BUIL.DI M DIVISION ^x -all I I T12SE PIANS PRE REVIEWED AND CONDITIONALLY 16" x 20"D conc, rooting w/2-05 ACCP rED H I ERMIT. A ISS JED PERMIT SHALL BE L T . . _ ._.. . . _ . I bare cont, w/ 25" lap m1n.(TYP) I DEEMED TO PRO EED WITH THE WORK ■ ■ I I ^ -Nn N0 T A,, HORiTY TO VI RATE, CANCEL, ALTER L O 1 SF r ASIDE ANY JF THE PROVI 31ONS OF THE TECHNICAL CODES, NOR SHALI ISSUANCE 0 A PERMIT PREVENT THE .-It ..It x ,.It ,v BUiLDINi" , liVI FROM T AFTER REQUIRING A 10'-O° /_T\ CORRECTION OF ERRORS ON THE PIANS; CONSTRUCTION 14'-4" 12'.4" OR OTHER VIOLATIONS OF THE CODE. FOUNDATION PLAN_ SCALE 1/4" ® 1'-O" ® FLORIDA BUILDING CODE MN MD ENGINEERED � NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND T,B, Chahal INCLUDING ASCE 7.10. i. WIND SPEED - 139 MPH ULTIMATE IYIND SPEED (Vult) L(cenc©d Proreeetonal Englnsor AND 106 MPH (V"sd) 2, RISK 831 South SR 434 �� CONSTRTEGURY2 CONSTRUCTION TYPE W SINGLE FAMILY RESIDENCE (V) 7. WiND EXPOSURE a CATEGORY C Altamontc $ rin e, FL 32114 � � (401) 521-5561 �,-.Z 4, INTERNAL PRESSURE ISA 8 IND HE FOR ENCLOSED BUILDING ISA AND HEIGHT & Fax (401) 621-5434 ` EXPOSURR ADJUSTMENT COEFFICIENT IS 1.40 PE 0040148 ) .-It ..It x ,.It ,v ERCAST LINTEL (8"X16" COMPOSITE) FORECAST L°INT,EL (8"X8", FILLgD AND UNFILLEDJ-11 R 1117mtspomm 1 • R D AUDcLu. PMOW AB (0151(t in (Z}15 IA 0 091 La 2.0. i'o'4F 6 S " .. 511y 5902 i 6. 014, 451,111 ,. 2' 'b i 11 4'2• tae'918 L•12 10'0' 1114" L•13 I{'x 12'6• L-14 I2'0" 13'4' , 1.•13 It'6• 1L'o• (rib RS 13'4' V1V 34 9 1 I,d1 P.S. u'p3'L' L 11 a• 18'6• 171'4° 4.19 P,3, lb'4' 19'4' L-10 Ii.s. Mir 1.1) 1 M 110, 11M totlNAi, CLIAR S► Doaa 1 Sat m ND FItL Ftm HD 5trn, 014 , ua D•7 1 0•4 0.5 0•6 D•7 0.6 x.711 1'•16' 31.0' 3'41 41•4' 4..4. &.4' r +t'3151 t' b' 1.4. 31•0' 4••0' 6.,0. 61•0• ol-Wp HEIGHT HTFUMITTTEZ Fax (401) 521-5434 ' nil t�lrrc 11!w 131x111 A pROVAL # �1>71Rtll!!l�ppN WINDOW - PLY GEM SERIES 3-153 tr1�1 r1alnt1111< � PRECAST LINTEL "C, -3'.O PSF FL14143-RI jjrrww INSULATED 38"X 63" L-4 DETAIL • wfCil��L1�t»>Y� • ' ' w@L•L's� 4�N'1114' • ' ' � rl1�L'w� • '1�1�ILY •� . � WINDOW - PLY GEM SERIES 4180 INSULATED w r�r:111�w 11�11■11 •t�11 PRECAST LINTEL L-8 DETAIL G -3,10 PSF FL14634-RI • � 1rlruwwr moi• PRECAST LINTEL L-5 DETAIL "AI' -39.6 P8F FL14144-R1 105FL INSULATED ' w�r�irl ztwwr�"i WINDOW - PLY GEM 13 8H PRECAST LINTEL SERIES 3153 INSULATED 20"X 33" L-2 DETAIL "C" -39.6 P5F FL14i43-RI WINDOW - PLY GEM 3410 FIXED PRECAST LINTEL 5ERIE6 "105FL INSULATED 40"x 12" L-5 DETAIL "A" It17RCf9i1 rrusr tunas Prastattss[a Nwa It) 1114' OWS[T[A PottTFEssuq GTRAI,Di. ' FORECAST L°INT,EL (8"X8", FILLgD AND UNFILLEDJ-11 R 1117mtspomm 1 • R D AUDcLu. PMOW AB (0151(t in (Z}15 IA 0 091 La 2.0. i'o'4F 6 S " .. 511y 5902 i 6. 014, 451,111 ,. 2' 'b i 11 4'2• tae'918 L•12 10'0' 1114" L•13 I{'x 12'6• L-14 I2'0" 13'4' , 1.•13 It'6• 1L'o• (rib RS 13'4' V1V 34 9 1 I,d1 P.S. u'p3'L' L 11 a• 18'6• 171'4° 4.19 P,3, lb'4' 19'4' L-10 Ii.s. Mir 1.1) (CQNCRRT PIC,ACf?0 INFIELD) IED M R O D) G'"D' C c r 1�. 'r�, I • II. • ' "IN• HIN. '� ' ? .'ly NOTES: ' .HHIN�OFARING REQUIRE I AT ED. SND • b' ' TYPICAL LINTF1 vrrT10M 6E3A1! '9' 9jjj t, •A'�p CRETF . 2" RECESSED DOOR HEADEM 718"x610, FILLED AND UNFILLED) Iry 1 M 110, 11M totlNAi, CLIAR S► Doaa 1 Sat m ND FItL Ftm HD 5trn, 014 , ua D•7 1 0•4 0.5 0•6 D•7 0.6 x.711 1'•16' 31.0' 3'41 41•4' 4..4. &.4' r +t'3151 t' b' 1.4. 31•0' 4••0' 6.,0. 61•0• ol-Wp HEIGHT HTFUMITTTEZ Fax (401) 521-5434 ' nil t�lrrc 11!w 131x111 A pROVAL # �1>71Rtll!!l�ppN WINDOW - PLY GEM SERIES 3-153 tr1�1 r1alnt1111< � PRECAST LINTEL "C, -3'.O PSF FL14143-RI jjrrww INSULATED 38"X 63" L-4 DETAIL • wfCil��L1�t»>Y� • ' ' w@L•L's� 4�N'1114' • ' ' � rl1�L'w� • '1�1�ILY •� . � WINDOW - PLY GEM SERIES 4180 INSULATED w r�r:111�w 11�11■11 •t�11 PRECAST LINTEL L-8 DETAIL G -3,10 PSF FL14634-RI • � 1rlruwwr moi• PRECAST LINTEL L-5 DETAIL "AI' -39.6 P8F FL14144-R1 105FL INSULATED ' w�r�irl ztwwr�"i WINDOW - PLY GEM 13 8H PRECAST LINTEL SERIES 3153 INSULATED 20"X 33" L-2 DETAIL "C" -39.6 P5F FL14i43-RI (CQNCRRT PIC,ACf?0 INFIELD) IED M R O D) G'"D' C c r 1�. 'r�, I • II. • ' "IN• HIN. '� ' ? .'ly NOTES: ' .HHIN�OFARING REQUIRE I AT ED. SND • b' ' TYPICAL LINTF1 vrrT10M 6E3A1! '9' 9jjj t, •A'�p CRETF . 2" RECESSED DOOR HEADEM 718"x610, FILLED AND UNFILLED) Iry 1 M 110, 11M totlNAi, CLIAR S► Doaa 1 Sat m ND FItL Ftm HD 5trn, 014 , ua D•7 1 0•4 0.5 0•6 D•7 0.6 x.711 1'•16' 31.0' 3'41 41•4' 4..4. &.4' r +t'3151 t' b' 1.4. 31•0' 4••0' 6.,0. 61•0• ol-Wp HEIGHT HTFUMITTTEZ Fax (401) 521-5434 nil PRESURE A pROVAL # �1>71Rtll!!l�ppN WINDOW - PLY GEM SERIES 3-153 0 . . D1Af, D I, - I . P&H:I TV �,,,, .6�'•..r� C' tint l,r�. �lrJ �;; -.J 7/� G• c�N<.S YGft.i IG, C., 1..��f. ruTz.r.rratu �r�1Cz•rr-ir,;;�, �•L.l.L1J �l:.L.1. �,lllt.l..1.11-`.V ___.____- I ^ r-.....•• .Yi4to{%i`'•%i/'f. OPf1rC For, • IE=`.:A{�:r'JJ7d Cpl E=1.L��f`-. Yt14f•.1, .�e ����� �r r __:/T. /..' iS'f//.OIFV :7✓'�: .dNG.J'1!. 1_ � ������LW•��� t��I�l�.�/���1� .�" • � I r'� airs s PN v y ,c'c-. z5 r -s �'�k 0 3 m"I S. 2 a r %1.71"..7 6',¢'. - -'-fi'� _.. _..._ l slur s, 1twC rte x33 t... GENERAL. NOTES: 1) WRITTEN DIMENSIONS SHALL. HAVE PRECEDENCE OVER SCALE DIMENSIONS, BEE PAGE 5 FOR ADDITIONAL DIMENSIONS NOT SHOWN ON FLOOR PLAN, 2) ALL INTERIOR WALLS ARE 2"X4" UNLESS OTHERWISE NOTED. 3) KITCHEN C►45INET LAYOUT IS FOR REFERENCE ONLY, THE C,4BINET SUPPLIER TO PROVIDE A PRECISE L A'rOUT TO ALL CONTRACTORS. 4) ALL INTERIOR DOOR5 ARE &'-a" TALL. UNLESS OTHERWISE NOTED. NOTE: 1411 window and door measurements are approximate and ohould be veriFfed by the supplier/contractor as to the precise R,O, COMP. SHINGLE& OVER N15 FELT TO COMPLY W/ ASTM 0225 /ASTM D3462 PRE-ENGINEERED TRU85E8 15/32" CDx OR 1/ICT"085 24" O.G, SPACING ROOF SHEATHING SIMPSON CONNECTOR AT EACH R-30 INSULATION MIN, TRU55 AS PER CONNECTOR SCHEDULE AT LIVING AREAS PROVIDE BUILD. PAPER OR CEILING HEIGHT STEEL PLATE BETWEEN SEE ELEVATIONS TRU65 AND C,M.U. ^ o 1/2" CEIL'G BOARD W/ 5d COOLER METAL DRIP EDGE NAILS OR GWB54 AT 711 O.C. SPACING O 2x4 8PF SUB -FASCIA I GROUTED BOND BEAM AT W/ ALUM. FASCIATOP LINTEL BLOCK W/ 1-N5 CONT. W/ 25" LAP MIN. NDN -STRUCTURAL PRECAST HEADER OVER VENTED ALUM, SOFFIT \ ["'�—�INDOW PEN'G (BEE FLOOR PLAN) IEEE FLOOR PLAN) PRE -CAST CONC. 81L DECORATIVE CEMENTITIOU5 FINISH INTERIOR BILL OVER &X8x1(o CONC, SLK, 1/2" GYP, BOARD OVER VERTICAL ROD PLACEMENT 3/4" P.T. FURRING W/ "5 REDAR FROM FOUNDATION R 4.2 FOIL INSULATION TO LINTEL W/ 25" LAP MIN. FOAM FILL AT 411 CONC, BLAB W/ FIBERMESH FINISH EXTERIOR GRADE HOLLOW BLK, OR 6x6 WWM OVER GM VISA. FIN. FLOOR s '4 A% b'4A IA v• a P - a� aA s. o'Q Ao 4 4 d 16"x 20" MONO, FOOTER W/ 2500 PSI CONC, CLEAN COMPACT W/ 2-4105 REBA1R6 CONT, Ib TREATED SOIL W/ 25 LAP MIN, TYPICAL ONE STORY WALL SECTION 8"X8"x1(" CONCRETE BLOCK WALLS / MONO, FOUNDATION 185 185 JIMS ALL LAPS 25" MIR DESIGN RrEQUIREMENTS: 1) Live loads for floors, decks 4 stairs Is 40 RSr-, 2) live loads for roof is 20 FSF. 12'-0H ----�� ' 11VERT. ROD sr+gr � �a a°'► wn r.qw� wIR wwr - CO X cv , POURED CELL WA15 SAS COW. F1 SEAM TO TW*. SVae Down Tie 5sam GEARING WALL HEIGHTS 0" EXTERIOfR OPENING D ETAIL5 WALL 0'-0" TYPE SIZE HEADER W114D FLA, PRODUCT HEIGHT HTFUMITTTEZ Fax (401) 521-5434 PE 0040148 PRESURE A pROVAL # �1>71Rtll!!l�ppN WINDOW - PLY GEM SERIES 3-153 25 SH PRECAST LINTEL "C, -3'.O PSF FL14143-RI INSULATED 38"X 63" L-4 DETAIL WINDOW - PLY GEM SERIES 3153 INSULATED l2)-25 8H 151,x h3" PRECAST LINTEL L -B DETAIL "C" -33,4 P6F FL14143-RI WINDOW - PLY GEM SERIES 4180 INSULATED 6068 SGD 14"X 81" PRECAST LINTEL L-8 DETAIL G -3,10 PSF FL14634-RI WINDOW - PLY GEM SERIES 3810 FIXED II " PRECAST LINTEL L-5 DETAIL "AI' -39.6 P8F FL14144-R1 105FL INSULATED 44"X 12 WINDOW - PLY GEM 13 8H PRECAST LINTEL SERIES 3153 INSULATED 20"X 33" L-2 DETAIL "C" -39.6 P5F FL14i43-RI WINDOW - PLY GEM 3410 FIXED PRECAST LINTEL 5ERIE6 "105FL INSULATED 40"x 12" L-5 DETAIL "A" -39 �' P6f FL14144-RI GARAGE DOOR 10'-O"x11-O" PRECAST LINTEL WAYNE DALTON 120"X84" L-12 DETAIL "D" -30.8 P5F FL0248-RIO 8000 SERIES DOOR-THERMA-TRU FIBERCLA681C SERIES 3'-o"x61-8" PRECAST LINTEL D-5 "D6" -3-10 PSI= FL5891-R3 41"X 84" DETAIL NOTE: 1411 window and door measurements are approximate and ohould be veriFfed by the supplier/contractor as to the precise R,O, COMP. SHINGLE& OVER N15 FELT TO COMPLY W/ ASTM 0225 /ASTM D3462 PRE-ENGINEERED TRU85E8 15/32" CDx OR 1/ICT"085 24" O.G, SPACING ROOF SHEATHING SIMPSON CONNECTOR AT EACH R-30 INSULATION MIN, TRU55 AS PER CONNECTOR SCHEDULE AT LIVING AREAS PROVIDE BUILD. PAPER OR CEILING HEIGHT STEEL PLATE BETWEEN SEE ELEVATIONS TRU65 AND C,M.U. ^ o 1/2" CEIL'G BOARD W/ 5d COOLER METAL DRIP EDGE NAILS OR GWB54 AT 711 O.C. SPACING O 2x4 8PF SUB -FASCIA I GROUTED BOND BEAM AT W/ ALUM. FASCIATOP LINTEL BLOCK W/ 1-N5 CONT. W/ 25" LAP MIN. NDN -STRUCTURAL PRECAST HEADER OVER VENTED ALUM, SOFFIT \ ["'�—�INDOW PEN'G (BEE FLOOR PLAN) IEEE FLOOR PLAN) PRE -CAST CONC. 81L DECORATIVE CEMENTITIOU5 FINISH INTERIOR BILL OVER &X8x1(o CONC, SLK, 1/2" GYP, BOARD OVER VERTICAL ROD PLACEMENT 3/4" P.T. FURRING W/ "5 REDAR FROM FOUNDATION R 4.2 FOIL INSULATION TO LINTEL W/ 25" LAP MIN. FOAM FILL AT 411 CONC, BLAB W/ FIBERMESH FINISH EXTERIOR GRADE HOLLOW BLK, OR 6x6 WWM OVER GM VISA. FIN. FLOOR s '4 A% b'4A IA v• a P - a� aA s. o'Q Ao 4 4 d 16"x 20" MONO, FOOTER W/ 2500 PSI CONC, CLEAN COMPACT W/ 2-4105 REBA1R6 CONT, Ib TREATED SOIL W/ 25 LAP MIN, TYPICAL ONE STORY WALL SECTION 8"X8"x1(" CONCRETE BLOCK WALLS / MONO, FOUNDATION 185 185 JIMS ALL LAPS 25" MIR DESIGN RrEQUIREMENTS: 1) Live loads for floors, decks 4 stairs Is 40 RSr-, 2) live loads for roof is 20 FSF. 12'-0H ----�� ' 11VERT. ROD sr+gr � �a a°'► wn r.qw� wIR wwr - CO X cv , POURED CELL WA15 SAS COW. F1 SEAM TO TW*. SVae Down Tie 5sam GEARING WALL HEIGHTS 0" eLOCK WALL 0'-0" HEIGHT rZIZZZIIIZ 30 9,j.Ft, 5LOCK WALL 1-0" HEIGHT HTFUMITTTEZ AREA TALBULATIONS LIVING --- 1351 9cj.Ft. ENTRY 30 9,j.Ft, GARAGE 301 Sq.Ft, TOTAL UNDER ROOF 1688 Bq.Fi. civ Q '_411 PRECAST" L-1 DETAIL "C" 14 ^V II -V PK i MASTER co:j BATHROOM III-O"x a, -loll CZ s , O 8'-0" WALL HT, Wlc 10'xTOHD ROD 4 0TUE3 / SHOWER Q � 2�1-�11�1 'I •`fi I T-011 WALL HT, l< 14'-411 12'-411 3°1 u M FLORIDA BUILDING CODE HGH WMD ENUNEERED NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 11101 DESIGN CRITERIA AND INCLUDING ASCE 7.10. 1. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Volt) AND 109 MPH (Void) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .I8 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 FL N SCALE 1/4" s 1'-011 T,8, Chahal �-� Licenced Profeaelonal Enginaer _ CJ 531 South 8R 434 Altamonte Springe, FL 32114 ' (�" ,3 (401) 521-5551 Fax (401) 521-5434 PE 0040148 �1>71Rtll!!l�ppN T 'l N, FL, 0 0 01 O DESIGN REQUIREMENTS: 1) Live loads for f lours, decks 4 stairs is 40 PSF, 2) Live loads for roof is 20 PSP, a f ♦ a 4 a 1 ♦ 1 \ — 1 a 1 % { / I—gll { a { a 1 \ h a 1 \ 1 \ f a 4 ♦ t . V 1 . 1 , 1 I 1 I I ♦ a, I 1 , 1 1\ j�El J \ 1 a a 1 ♦ t a 1 a- 1 ,�\� 1\ \ — 1 ♦ i \r 1 \ 1 ♦ _ 4 , 1 l \ 1 a t f \ 1 \ 1 \ { ♦ t { a I , 1 ,' ' ` 1 , `, I I rl 1♦ r l \I \' 1 I I I I r I\ , 1 , i♦ , I 1 1 , 1 , I , I , I , 7 Z(3 ♦ / \ 1 \ 1 \ l a 1 1 1 \ 1 \ f ♦ 1 ,\— l\ 1 a 1 \ 1 ♦ I ♦ l 4 I \ 1 V 1 ♦ 1 \ V a V a 1 \ { \ { \ 1 \ 1 . 1 a I . I . . 1 . 1 . 1 , 1 . 1 , I 1 , t l a :{ \1 , 1 , s , 1 , I , i , i , 1 , I / 1 , 1 , 1 , I , 1 • 1 , 1 , I , I FRIGHT ELEVATION SCALE 1/4" a V-011 0 I � 1 \ 1 a f r \ 1 a 1 \ 1 \ 1 \ 1 ♦ a 1 \ \ 1 \ 1 1 ♦ 1 \ 1 a 1 \ 1 \ t \ \ a f ♦ 1 a » 1 w l t , — 1 a » 1 '\ a ' ' 1 ` ' r ' r ' r ' r ' r ' ` ' • ` 1 "} r 1 ` 1 r I • I • I , 1 r 1 . � 1 , I / I ', , , I , 1 1 IN i 1 1 1 a { ♦ a 1 a 1 a l ♦ t ♦ 1 \ 1 ♦ 4 ♦ ♦ 1 1 r 1 \ V t 1 a 1 \ 1 ♦ l ♦, \ ♦ 1 \ 1 \ 1 a l ♦ 1 ♦ 1 \ IN' a t 1 1 ♦ t ♦ 1 ♦ 1 \ 1 a 1 ♦ t a l a 1 a 1 \ t a 1 • 4 1 a 1 ♦ I • l \ t \ 1 \ 1 \ 1 \ 1 ♦ 1 , 1 \ 1 ♦ 1 \ 1 \ l \ i , I I , I 1 1 I . I , I , 1 / 1 , 1 , 1 , 1 r 1 , 1 I 1 • I LEFT ELEVATION 6C4LE V<" = I' -Oil ROOF VENTILATION CALCULATIONS AREA OF SPACE VENTILATED = 1(o8a 16 00 a 150 = 11,25 MIN, AREA REQUIRED (FE3C R006,2) (o OFF RIDGE VENTS AT 3 eq, ft, EACH = IS 1(03 I in, f t SOFFIT VENTING AT .15 per 11n, Pt, = 24,5 CEmFNTIT1OU6 FINISH 10 + 24,5 = 415 eq, ft, OF VENTILATION PROVIDED FELT / PAPER6ACKED LATH MATERIAL LAppEO MOISTURE BARRIER (HOU6E WRAP) ---WOOD SHEATHING .I/8u } t4 13ELOW Q m WOOD ' Q A Q D Q t4 Q CEMENTIT(OUS FINISH Qo a CONCRETE BLOCK Q n OR SOLID CONCRETE NOTE[ D ALL EXTERIOR ACCESSORIES SHALL DE PVC MATERIALS CONFORMING TO ASTM 6TANDARp6 DIT84, cwr., CIO63 ANP D4V6. 2) CALK ALL BUTT JOINT8, ENDS, ANGLES, AND INTERSECTIONS AT TIME OF INSTALLATION, 4)C0NTfR01_.t BEAD WITH DRIP EDGE N,T.S. 0 FIN, FL, 0I FIN, FL, FRONT ELEVATION SCALE 1/4" _ 11.E0 11 FIN, FL, FIN, FL, � 1 \ 1 \ I I EXTERIOR r-INISHING NOTIES l ♦ 1 l \ 1 1 1 1 4 \ 1 \ I r 1 1 1 1 ♦ I ♦ 1 1 � 1 ♦ 1 , 1 r 1 , 1 � { � 1 ♦ I COMPOSITION SHINGLES OVER #15 FELT I OVER 15/32" 4 -PLY COX PLYWOOD, OR 111ro" OSi3 SHEATHING 2 1/8" TEXTURED STUCCO OVER GALV, WIRE ME5H OVER HOUSE WRAP OYER 1/2" EXTERIOR SHEATHING AT FRAME EXTERIOR AREAS, 3 DECORATIVE CEMENT17 IOUS FINISH OVER 8"X811X16" CONCRETE BLOCK. 4 4" ALUMINUM FASCIA OVER 211X4" P.T. 02 SPF 5U15 -FASCIA W/ALUMINUM SOFFIT 5 4" STUCCO BAND AROUND WINDOW / DOOR OPENING W/ SMOOTH OR SAND FINISH, OFF RIDGE ROOF VEN i W/ 211X411 E3LOCKING SURROUNDING OUTER PERIMETER. PRECAST CONCRETE SILL PROJECTING 3/411 BEYOND BLOCK FACE, g PRECAST CONCRETE SILL FLUSH W/ IBLOCK FACE, W/ 15AND OVER 0I FIN, FL, FRONT ELEVATION SCALE 1/4" _ 11.E0 11 FIN, FL, FIN, FL, � 1 \ 1 \ I I l ♦ 1 l \ 1 1 1 1 4 \ 1 \ I r 1 1 1 1 ♦ I ♦ 1 1 � 1 ♦ 1 , 1 r 1 , 1 � { � 1 ♦ I \ 1 \ 1 ♦ 1 � l a 1 ♦ 1 ♦ 1 \ i \ i \ t ♦ { \ 1 \ 1 FIN, FLORIDA BUILDING CODE NMN W N© BUMMED NOTE; THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7.10, i. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vasd) 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNA[, PRESSURE COEFFICIENT FOR ENCLOSED 13UILDING ISA 8 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SCALE 1/411 e I'-011 T.6, Chshal Licenced FraPeealonal Engineer 531 South 8R 434 Altamonte Spring6, FL 32114 (40v 521-5551 Fax (401) 521-5434 FE 0040146 0040"146 FL, o -0 0 r M (P m F tt� m Oct 1 N Q —4 1 r A w it • 0 M : q ,a 2X4 SPF 02 BLOCKING AT 48" O,C, AT FIRST TWO SPACES GABLE E BUILDING LENGTH -IING ROOF SHEATHING LAYOUT ZONE 1 - ZONE 2 8d NAILS AT 4" O,C, OR 8d NAILS AT 6" O,C. OR l=QUALIVALENT PNUEMATIC NAIL EQUALiVALENT PNUEMATIC NAiL AT SUPPORTED EDGES AND AT SUPPORTED EDGE$ AND BLOCKING AND 12" O,C, FEiLD - 12" O,G. FEILD FOR OTHER AREAS FOR SHADED AREAS OF ROOF Q OF ROOF i `1/16" O$B SHEATHING OR 1/2" CDX PLYWOOD Q - f-- 41—OII I I ROOF NAILING PATTERNf ZONE l - USE ed COMMON NAiLS AT 12" O,C. SPACING (FEILD) AND 6" O,C, AT SUPPORTED EDGES ZONE 2 - USE 8d COMMON NAiLS AT 4" O,C, SPACING (SUPPORTED EDGES) AND 12" O,C, AT FEILD PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAIL8, NAILED 4" O,C, AT EDGER AND 10" O,C, AT FEILD, ( 6ENCO 2.1/4"X ,131 AND PA6ELODE 2-1/4"X ,099 ) EXTERIOR WALL NAIL PATTERN, I, PLYWOODc (FEILD) USE 8d NAILS AT 12" O,C, SPACING (EDGE) USE 8d NAILS AT 6" O,C, SPACING (EXTERIOR WALL SHEATHING) 2ND FLOOR NAILING PATTERN USE 8d NAILS AT 6" O.C. SPACING AT EDGES (GLUE AND NAIL) USE ed NAILS AT 12" O,C, SPACING AT FEILD (GLUE AND NAIL) INTERIOR CEILING BOARD NAILING PATTERN: USE 6d NAIL8 AT 1" O,C, SPACING 2X8 SYP "2 RIDGE– (RiDGE TO BE ONE SIZE LARGER THAN RAFTER USED) / ;7ZX�4 SPF"2 COLLAR TiE AT 24" O.C. NAiL W/ 3-12d NAILS AT EACH END _---2X6 SPF *2 SLi=EPER ATTACHED— TO EACH INTERSECTING ROOF TIMBER BELOW W/ (2) 12d NAILS L8TA18 AT EACH RAFTER' TO ROOF MEMBER BELOW OR TO 2X4 6PF BLOCKING BETWEEN ROOF MEMBERS •mow 2X6 SYP »2 RAFTERS 24" O,C, UP TO 11'-9" SPAN (FOR LONGER SPANS SEE 1 CONVENTIONAL FRAME CHART) T \ r CONv. FfRAMING VALLEY DETAIL N.T.S. CONVENTIONAL FRAMING SWANS RAFTER SPANS CEILING JOiST 2X6 12"O,C, 14'-9" MAX SPAN 2X4 12"O,C, 9'-3" MAX SPAN 2x6 16"O,C, 13'-5" MAX SPAN 2X4 16"O,C, 8'-1" MAX SPAN 2x6 24"O,c, ll' -9" MAX SPAN 2X4 24"O.c, 1-3" MAX SPAN 2X8 12"O -C, I9'-6" MAX SPAN 2X6 12"O,C, 14'-13" MAX SPAN 2X8 16"O.C, I1'-9" MAX 8PAN 2X6 i6"O.C, 12' -II" MAX SPAN 2X8 24"O.C, 13'-2" MAX SPAN 2X6 24"O.C, 10'-6" MAX SPAN 2X10 12"O,C, 24'-10"MAX SPAN 2X8 12"O -C, 19'-2" MAX SPAN 2X10 16"O,C, 22'-1" MAX SPAN 2X8 16110,01 16'-1" MAX SPAN 2X10 24"O,C, 18'4" MAX SPAN 2X8 24"O,C. 13'-1" MAX SPAN 2X12 12"O,C, 26'-0" MAX SPAN 2X10 12"O,C,22'-,Y MAX 6P,4N 2X12 16"O,C, 26'-0" MAX SPAN 2XIO 16"O,C. 19'»9" MAX SPAN 2X12 24"O,C, 21'-4" MAX SPAN 2X10 24"O,C, 16'-I" MAX SPAN NOTE: ALL SPANS EASED ON 02 SOUTHERN YELLOW PINE, DESIGN LOAD$ OF 20 PSF - LIVE LOADS 10 P$F - DEAD LOAD 0 CY 33,-C" 4 A N A A A A A A A A A 1 A A A A A A A C A A UPLIFT FASTENERS FL APP. U U J44 CJS �, ao HF-TA16 TRUSS TO BLOCK WALL 1805 L155 A C TE Cx Q SIMPSON �D TRUSS TO GIRDER/BEAM 0 U CJ�4 Ciro (14) 16d FI -3150 Q SIMPSON (2) HETA16 J —CA -3C; FI -1901 A A H2,5A TRUSS TO C IRPER A (10) 8d FL414 SiMPSON HUS26-2 TRUSS TO GIRDER 1080 LE36 (a) 16d FL3"1�o o Al \ A A2 A 42 O A r42 a A 42 A2 A A 1 II to -0 1 -LAT CL. G O a 42 Q A ,42 A a U r r, ,42 �� , A A 42 A A2 A FLAT C;L. G A2 A A 42 O A A2 S'-pll PLAT CLI'G I A2 A t A I A3 + FAItM o II A I A m U! Cti A A A =j A A a D3 - A A A A A A A A A I D2 A 5'-011 f=LAT CL 1r3 I D2 r CJ3LU UjU.l I z r 174 Q C3 A O A C3 VAULTED A A A A A A A A EL A 2 11 A A ( 1-11 .11 '' 14'-411 121-411 61-411 ROOF TRUSS PLAN SCALE 1/4" a 1'-0" lvv I M: /At -L- cONNt-K;TECP TO E31-OCK WALLS LU/ SIMPSON HETA1(o UNLESS OTHERWISE i`'1ARKED, DESIGN REOUIREMFENT5: 1) Live loads for floors, decks 4 stairs is 40 PSF. 2) Live loads for roof is 20 F8F, f ® FLORIDA BUILDING CODE MH VwND ENG11HEERED NOTE: THiS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 20[0 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7.10. 1. WIND SPEED -139 MPF( ULTIMATE WIND SPEED (Vult) AND 108 MPH (VRsd) 2. RISKCATEGORY2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE 3• WIND EXPOSURE - CATEGORY C 4. INTERNAL PRE$SURF COEFFICIENT FOR ENCLOSED BUILDING IS , I8 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SCALE 1/4" = it -011 T,S, Chehal Licenced Proreeetonal Engtne6r 531 South 8R 434 /– Altamonte Springe, FL 32114 (401) 521-55512--27/ Fax (401) 521-5434 -j PE 0040146 12"O,H.I FAA I 1 0 n CONNECTOR SCHEDULE PRODUCT CODE CONNECTION ACHiI:.vr=D UPLIFT FASTENERS FL APP. SIMPSON HF-TA16 TRUSS TO BLOCK WALL 1805 L155 (10) 10d x 1-I/2" FLigoi Q SIMPSON HUS26 TRUSS TO GIRDER/BEAM 1550 LIBS (14) 16d FI -3150 Q SIMPSON (2) HETA16 TRUSS TO BLOCK WALL 2E00 LAS (14) 16d FI -1901 SIMPSON H2,5A TRUSS TO C IRPER 600 L1 s (10) 8d FL414 SiMPSON HUS26-2 TRUSS TO GIRDER 1080 LE36 (a) 16d FL3"1�o lvv I M: /At -L- cONNt-K;TECP TO E31-OCK WALLS LU/ SIMPSON HETA1(o UNLESS OTHERWISE i`'1ARKED, DESIGN REOUIREMFENT5: 1) Live loads for floors, decks 4 stairs is 40 PSF. 2) Live loads for roof is 20 F8F, f ® FLORIDA BUILDING CODE MH VwND ENG11HEERED NOTE: THiS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 20[0 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7.10. 1. WIND SPEED -139 MPF( ULTIMATE WIND SPEED (Vult) AND 108 MPH (VRsd) 2. RISKCATEGORY2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE 3• WIND EXPOSURE - CATEGORY C 4. INTERNAL PRE$SURF COEFFICIENT FOR ENCLOSED BUILDING IS , I8 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SCALE 1/4" = it -011 T,S, Chehal Licenced Proreeetonal Engtne6r 531 South 8R 434 /– Altamonte Springe, FL 32114 (401) 521-55512--27/ Fax (401) 521-5434 -j PE 0040146 12"O,H.I FAA I 1 0 n iE 1-811 —__- I I r 1c 141-411 __ 1 12'-411 PRECISE PLN ME SU EMENTS SCALE 1/4" a 1'-0" GENERAL. CODE NOTES 1) Electrical to meet 2008 National Electrical Code / NFPA 10. 2) Plumbing to meet 2010 Florida Bullding Code Plumbing. 3) Mechanical to meet 2010 Florida Building Code Mechanical. 4) 5uilding to meet Florida Fire Prevention Code 2010 including "Florida Amended" version of the 2009 NFPA-1 Uniform Fire Code 4 the 2009 NFPA 101 - Life Safety, ELECTRICAL LOAD D MAND CALCULATIONS GENERAL. LIGHTING 6 3VA!FT, (1600) 5064 EXTERIOR --•---i>- k---- INTERIOR 4500 DRYER This dtagrametrtc pian is Intended to show Ifghting L.UANDRY CIRCUITS 15 00 METER/MAIN ADDITIONAL_ and convenience outlets only, T.3. Chehal will bear ELECTRICALMid 1200 DISPOSAL coM6iNATfON res aneibillt far its aacuranc SOX MAY BE U6ED I PANELS A6 Rl= Q'D 17 y 9 1t to the REFIGER.ATOR 1500 (3) 2/0 ALUM, (20 CIRCUITS) TYR, electrical contractor's reeponslbility to verify 12000 WATER HEATER (1) 1/0 ALUM, � the requirements and location of all electrical OTHER 10000 LS –� "14 COPPER To LIGHTS equipment and provide and Install complete VANITY LiGHT 5AR ISC, PANEL. P 7 / OUTLET6 electrical service as required. Electrical DISC O RECESS CAN LIGHT AT --��lo COPPER To A/c COMP. contractor to submit electrical plan and pull nov 220V OUTLET INTERIOR METER 150 A6 REM) 5- "10 COPPER TO WH permits as required. WEATHER PROTECTED OUTLET ® A5 REIEGZ'D D BABE AMP A6 CEILING I~AN UJ/ LiGHT 150 AMP 08 COPPER TO RANGE CA5LE TV JACK Ob 2 1/2" CONDUIT (ALUMINUM WIRING MAY Btu METER SASE pfI_TUJEI=N BO?CE6 l 2/O AL,SER 6UB6TITUTED PER CODE) &ERVICl= BY POWERGO, (2) 4/0 COPPER (UNDERGROUND OR PARALLEL IF SEPARATE OVERHFAD) BOXES USED I \ 44 GROUND W/ (2) 5/8" RODS 8' DEEP W/ ONE TiE-IN TO FOUNDATION STEEL RODS ro' APART ELECTRICAL RISER Dp� - 2 o \\ 0 ` '% v �i ' 1 S 4J �1 t NIT � 4'-011 PRECISE PLN ME SU EMENTS SCALE 1/4" a 1'-0" GENERAL. CODE NOTES 1) Electrical to meet 2008 National Electrical Code / NFPA 10. 2) Plumbing to meet 2010 Florida Bullding Code Plumbing. 3) Mechanical to meet 2010 Florida Building Code Mechanical. 4) 5uilding to meet Florida Fire Prevention Code 2010 including "Florida Amended" version of the 2009 NFPA-1 Uniform Fire Code 4 the 2009 NFPA 101 - Life Safety, ELECTRICAL LOAD D MAND CALCULATIONS GENERAL. LIGHTING 6 3VA!FT, (1600) 5064 SMALL APPLIANCE CIRCUITS 4500 DRYER 5000 L.UANDRY CIRCUITS 15 00 DISHWASHER 1200 DISPOSAL 1000 REFIGER.ATOR 1500 OVEN 12000 WATER HEATER 5000 OTHER 10000 VA VA VA VA VA VA VA VA VA VA FIRST 101000 VA e 100% 10000 VA REMAINDER e 40% (36164) 14105 VA 1 -A/C 4 HEAT 6 40%' 15000) 6000 VA TOTAL VA 240V (30-11) 121.94 AMPS GENERAL. ELECTRICAL. NOTES 1) ARC -FAULT INTERRUPTER, COMEINATiON-TYPE TO 5E USED AT THE FOLLOWING. BEDROOMS, DiNiNG, LIVING, STUDY, HALLWAYS, CLOSETS OR SiMiLAR ROOMS, TO PRIVIDE PROTECTION of THE BRANCH CIRCUIT. 2) GFI OUTLETS: GARAGES, IBATHS, KITCHEN AND OUTDOORS, 3) SMOKE DETECTORS TO �3E INTERCONNECTED TO SOUND JOINTLY. ELECTRICAL SYM50L,S Licenced Profeselonal Enginectr WALL SWITCH (D-- 110V OUTLET (tamper-resletant) ` TH@EE WAY SWITCH i 1 CV G.F, I. OUTLET U S1"OKE DETECTOR FAN / LIGHT COM3INATION 0 PULL CHAIN LiGHT 0 CEILING MOUNTED LIGHT I@ WALL MOUNTED LIGHT VANITY LiGHT 5AR O RECESS CAN LIGHT TELEPHONE JACK nov 220V OUTLET WEATHER PROTECTED OUTLET ® ELECTRICAL PANEL CEILING I~AN UJ/ LiGHT H- CA5LE TV JACK Ob OUTDOOR FLOOD LIGHTS METER SASE CAR50N MONOXIDE DETECTOR I ELEC:TRI L PLAN FLORIDA BUILDING CODE \ HM WD EMMEERED NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7.10. 1. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Vull) AND 108 MPH (Vasd) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SiNGLE FAMILY RESIDENCE (1) 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS.18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SCALE 1/4" = 1'_011 T.6, Chehal Licenced Profeselonal Enginectr 531 South 5R 434 Altamonte 3pringe, FL 32114 (401) r221-555'1 ` o Fax (401) 521-5434 U PE 0040148 � z o Z U 4 e*