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HomeMy WebLinkAbout2580 Vineyard CirLy l V A`—V 11 'CITY OF SANFORD- r-- BUILDING & FIRE PREVENTION ERMIT APPLICATION Application No: / Documented Construction Value: Job Address: oZS D V bI lLe-e-Cul --t P-' f -o, - Historic District: Yes ❑ No Parcel ID: JZ ` �� - �`t 57j) aOC)0 --3 _L L_L Q Zoning: Description of Work: cc -i af - S Litt 1 Plan Review Contact Person: 1 � � _ "� Title: PefIrd. Phone: LAO Fax: SUU- 9'!4�5 E-mail:. �r-.r-p.� Property Owner Information (ArY1Or Name I Phone: Street: 5250 T.Q). Le t Uyd . * (SOD Resident of property? City, State Zip: ar\do , �_- I Sn z_z_ Contractor Information Name �C'U1_n R- LOorun Phone: LAO- Y UU - '-A�)U l Street: �5D C"l. V -�,- I,C)c) Fax: SU(j - ID9 • s-l2_1_� City, State Zip: r lanoo g I L _ SZ� ?-z State License No.: C C_ t ?..5 n;�J 2- Architect/Engineer Information Name:J).1. C�eSyqf) C-woop Inc Phone: Street: Q_nY1 1CI TLC,QC1 �-31Qd. Fax: qU_1 • 1-)L-1 l-\kY 8 City, St, Zip: Lun L 15T E-mail: L,_A1 cl) Bonding Company: a- Mortgage Lender: 0` Address: J_/ — �= .2�, 00, 7� Address: . 4 PERMIT INFORMATION Building Permit Square Footage: 03 Construction Type:- No. of Stories: No. of Dwelling Units: Flood Zone: Electrical D . Plumbing ❑ New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems)" Fire Sprinkler/Alarm ❑. No. of heads: f CD I CEJ I C, C' I 13'-9" 14-'-0" 12'-3" Covered porch Option (12M) TYPICAL DETAIL FOR FIAT TRUSSES SUPPORT I E:\DRHORTON10rlando\AnHrem-Pal CD I 40'-0" 1 f3'--0" 9'-2" 40'-0 12'-10" yy C��E FRA d r 1� IEA >a e,, t GD No 54396 •�, fid,• ... . f,yf /0PJALE' ON d�A�rfta�€t€Ise 12 5 , , , f 18-0 3/4" I ---"HURRICANE METAL STRAP u� ) ANCHOR EACH TRUSS (BY BLDR) ( VERHANG --- ', U - TYRICAL OVERHANG DETAIL. TYPICAL CORNER SCT DETAIL 0 I to VIANGER5 TQ 13E U5F-C� (Simpson) or (Usp) HU626 lIU526 © I-IGU526-2 ® TIIPH26-2 I- HU5h6 -rw a or THA422 NOTE: YOUR SIGNATURE W11 -L ACKNOWLEDGE: 1) AUTI-IORIZATION FOR FAEIRICA110N. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TF?USSES. TRUSSES %1.1- PE 111ADE III STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI—B1 Summary Sheet COMMENTARY and RECCMMENDATICNS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRA14E CHARGES OF ANY KIND Y19LL BE ACCEPTED UNLESS SPECIHCALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as rioted. All valleys calculated with sheathing under. Number at girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING FRECBON BRACING IS NOT THE RESPOHSNBIHTY Or TRUSS DESIGNER, PU;IE IIANUTACTURER, NOR TRUSS FABRICATOR. PERSO'IS ERECTING IRUSSFS ARE CAUTTOTNFIT TO SEEK PRCFESSIONAL ADVICE REGARDING ERECTION BRACING 'MIIC11 IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOM111004 DURING EREC1i0N; AND PERMANENT BRACING M ICH MAY BE REQUIRED IN SrECIf1C APFLICA11011S. SEE 'BCSI-BI Summary She^t COMMENTARY and RECOUPEIDARONS ra HA DIJNG, QNSTA1llNG & BRACtHG METAL PLATT COHNECTD WOOD TRUSSES' (TPI). TRUSSES ORE TO BE ERECTED AND FASTENED IN A SIRAIGUT AND PLUMB POSITION WERE NO SITEATHING IS APPLIED DIRECTLY TO THE TOP WORDS: TT!EY TIALL BE BRACED AS SrECIFIED ON THE TRUSS DESIGN, TRUSSES SlIA.LL BE HANDLED rTN REASONAB!E CARE DURING LREC1Icu TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONVECTIONS. Pq 4 TRUSS COMPANY ALL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REAC11011S GREATER THAN 5000 POUIIDS, OR SKEYIED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNEG11011S, ASCE7-05 WillO AND GRMITY CRITERIA Exposure Category : B Bldg Category : 2 Wind Design Velocity : 120 MYTH Imp. Factor : 1.04 Wind Load duration Foctcr : 1.33 Mean Root Height Slephen W. Warta Shuct Eng 154395 2590 rmgs 1Fl ray, Fat Pince, FL 31951 (112)484-4160 N Q TE s Trusses shown on this loyout ore a component part of the building and show truss location. Proper erection, temporary and IERN (712_)464-4160 permanent bracing design are the responsibility of the building ��; SOU17��1�[e''�" ` T y�A7��+n INC.desianer or Ills engineer Lateral bracing shown on the Individual 11\USS C011�1L.C-3.1^ IES, IN truss droydnas rnust be placed during the erection procedure. r 2590 Kings Highway, Fort Pierce, FL. 34951 JOB NO.: a SOT: [( ELK; .R. HO ADDRESS; Model 2720 (Elevation A) SUBDIVISION: `v.�� �� ����T�1 3/16"=1'-0"1'0"6/29/111"1" -� CD N Li N L� N LL N LL N lL N Li I r_ I N li N L>_ N li Q lL `n I M Li. Q IL t7 I— L� 10 V_ V-)7 LL I o tL r� LL r) Li t7 Li.LL T i I Ln FT6. FT4 I — _ = FTI FT1 FT4- to N FGT4 FT1 7,-6„ FT4 A FT1 13'-2" 2 _ _ _ _ — FT1 FT4A o i m f-- LL- FT6A fl © H FT4A _ FT1 F14A - FT1 t-1 FT4A _ FTI p FT4A _ _ _ FT1 (� FGT4 = _ — FT1 t m FT4 _ 1 i d FT1 FT4 — FT1 E — I F14E CD ;= I I V) ,I FGT5 I' L =-7=— — — T% ro 18'-0" I 9'-2" 12'-10" _ 40'-0" TYPICAL DETAIL FOR FIAT TRUSSES SUPPORT I E:\DRHORTON10rlando\AnHrem-Pal CD I 40'-0" 1 f3'--0" 9'-2" 40'-0 12'-10" yy C��E FRA d r 1� IEA >a e,, t GD No 54396 •�, fid,• ... . f,yf /0PJALE' ON d�A�rfta�€t€Ise 12 5 , , , f 18-0 3/4" I ---"HURRICANE METAL STRAP u� ) ANCHOR EACH TRUSS (BY BLDR) ( VERHANG --- ', U - TYRICAL OVERHANG DETAIL. TYPICAL CORNER SCT DETAIL 0 I to VIANGER5 TQ 13E U5F-C� (Simpson) or (Usp) HU626 lIU526 © I-IGU526-2 ® TIIPH26-2 I- HU5h6 -rw a or THA422 NOTE: YOUR SIGNATURE W11 -L ACKNOWLEDGE: 1) AUTI-IORIZATION FOR FAEIRICA110N. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TF?USSES. TRUSSES %1.1- PE 111ADE III STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI—B1 Summary Sheet COMMENTARY and RECCMMENDATICNS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRA14E CHARGES OF ANY KIND Y19LL BE ACCEPTED UNLESS SPECIHCALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as rioted. All valleys calculated with sheathing under. Number at girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING FRECBON BRACING IS NOT THE RESPOHSNBIHTY Or TRUSS DESIGNER, PU;IE IIANUTACTURER, NOR TRUSS FABRICATOR. PERSO'IS ERECTING IRUSSFS ARE CAUTTOTNFIT TO SEEK PRCFESSIONAL ADVICE REGARDING ERECTION BRACING 'MIIC11 IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOM111004 DURING EREC1i0N; AND PERMANENT BRACING M ICH MAY BE REQUIRED IN SrECIf1C APFLICA11011S. SEE 'BCSI-BI Summary She^t COMMENTARY and RECOUPEIDARONS ra HA DIJNG, QNSTA1llNG & BRACtHG METAL PLATT COHNECTD WOOD TRUSSES' (TPI). TRUSSES ORE TO BE ERECTED AND FASTENED IN A SIRAIGUT AND PLUMB POSITION WERE NO SITEATHING IS APPLIED DIRECTLY TO THE TOP WORDS: TT!EY TIALL BE BRACED AS SrECIFIED ON THE TRUSS DESIGN, TRUSSES SlIA.LL BE HANDLED rTN REASONAB!E CARE DURING LREC1Icu TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONVECTIONS. Pq 4 TRUSS COMPANY ALL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REAC11011S GREATER THAN 5000 POUIIDS, OR SKEYIED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNEG11011S, ASCE7-05 WillO AND GRMITY CRITERIA Exposure Category : B Bldg Category : 2 Wind Design Velocity : 120 MYTH Imp. Factor : 1.04 Wind Load duration Foctcr : 1.33 Mean Root Height Slephen W. Warta Shuct Eng 154395 2590 rmgs 1Fl ray, Fat Pince, FL 31951 (112)484-4160 N Q TE s Trusses shown on this loyout ore a component part of the building and show truss location. Proper erection, temporary and IERN (712_)464-4160 permanent bracing design are the responsibility of the building ��; SOU17��1�[e''�" ` T y�A7��+n INC.desianer or Ills engineer Lateral bracing shown on the Individual 11\USS C011�1L.C-3.1^ IES, IN truss droydnas rnust be placed during the erection procedure. r 2590 Kings Highway, Fort Pierce, FL. 34951 JOB NO.: a SOT: [( ELK; .R. HO ADDRESS; Model 2720 (Elevation A) SUBDIVISION: `v.�� �� ����T�1 3/16"=1'-0"1'0"6/29/111"1" -� CD