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HomeMy WebLinkAbout2592 Vineyard Cir1 CITY OF SANFORD 2011BUIL INC & FIRE PREVENTION . PERMIT APPLICATION Application No: Documented Construction Value: $ d973 r 95- e . 1 K Jou Address: 025 �a Y�r7����r�t C' i rel �p Parcel DD• ?)2-- Description )2- Description of Work: Lf C1 Historic District: Yes ❑ No K1 Zoning: Plan Review Contact Person �' ��►�_ Mord. Phone:'-��'��' �7 Fax: S(RU� a -EU�P E-mail:. _ C r LCr Y' Property Owner Information Cir• hor n . Com Name T). Q- . �-br A -pr) r � vv - Street: S�J� �.1 �� �'iV� . 11 u_oo City, State Zip: Of Phone: t710 A • $,SO • SZ(QC) Resident of property? : Contractor Information Name Phone: LAM- t~ -I U-0 - Street: 5250 -F(271. �-CC' V *u () cu u()cu Fax:. Lg - - (12-1- City, State 'Zip: Or Ianr R L 3Zq Z2 State License No.: 2S 7 -?4?- Architect/Engineer Information Name: A. . �eS �� C � ly-00 . I r)c _ Phone: �l0`� - -r1". Street: 1�1�11 n. �t��1C 1L�'C�(a r� r���X�. Fax: City, St, Zip:l o �C4- L-- _ 150 E-mail: W'%1Lq a'c.s.u. ncv cwo. co o Bonding Company: Cl - Address: Building Permit Square Footage Mortgage Lender: n I e, Address: PERMIT INFORMATION Construction Type: �� - No. of Stories: 1 -9 -- No. of Dwelling Units: / Flood Zone: Electrical ❑ New Service - No. of AMPS: Mechanical ❑ (Duct layout required For new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm 11 No. of heads: Men 12'-3" Covcrcd F©rch Option (12x14) TYPICAL DETAIL FOR FLAT TRUSSES SUPPORT E: rCRHORTOW}OriandoUAnthem-Park1Z720\2720-A.-gl.dv;c a I 0 40'-0„ 1E'-0" 9'-2"12'-1C" Ol ti r' 1= f� Q °• '�' m No r-4395 '. �10, r\j ," 'f€M210o C I CD I t� 12 5 18-0 3 , , , , , II �' II __'HURRICANE METAL STRAP ill ANCHOR EACH TRUSS (BY BLDR) 1'-0" (OVERHANG TYPICAL OVERHANG D AI I_. HANGER a TO 0~ E USED (Simpson) or (Usp) ® HU5-26 ® HU026 o 11GU526-2 © T1101--126-2 HHU546 H THD46 or TIIA422 TRUSS C0MRMY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY ffiLL SUPPLY ALL TRUSS TO TRUSS HAROV,ARE CONNECTICIIS FOR REAC11014S UNDER 5000 POUNDS, FOR ALL REACTIOIIS GREATER THAN 5000 POUNDS, OR %EVr'ED, P10 HANGER IS SUPPLIED. CONTRACTOR SHOULD IJTECT( ALL REACTIOIJS FOR PROPER C01r'NECTI01r'S. ASCE7-05 WND AND GRAMITY CRITERIA Exposure Category : B Bldg Category : 2 Wind Design Velocity : 12) MPH Imp. Factor : 1.00 Pimd Locd Duration Factor : 1.33 Mem Real lidght :�2—�' Step5ar W. W'arte< Siruct Erg X4395 2521 Kings Ifomy, Fat Pierce, FL 34951 (7,2)365-4160 R E NOTE S Trusses shown on this layout ore a component part of the building and show truss location. Proper erection, temporary end (�T1 (772)464-4160 permanent bracing design are the responsibility of the building � SOU-niE� n INC.esigner or his engineer . Laieral bracing shown on the indkiduol �.A�U COMPANIES, 1Y truss drawings must be placed during the erection procedure. 2590 Kinas Highway, Fort Pierce, FL. 34951 UT: .SCJ ULK: O r ON MISS: Model 2720 (Elevation AA� TYPICAL CORNER SET DETAIL NOTE: I YOUR SIGNATURE RILL ACKHOI4LEDGE: CD d- o 1) AUTNORIZATICN FOR FABRICATION. I I ;,� 2) �'ERIFICA1101� OF ALL DIMENSIOIIS, CON2`110!1S, AND TRUSSES. TRUSSES 1;1L1_ BE MADE IN STRICT ACCORDANCE V,M 1111S PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI—Bi Summary Sheet COMME14TARY and RECOMMEPIDAl1CNS for HA1vDLIHG, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND VdLL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN ViRl-MG; BY TRUSS PLANT MNGIdT. SIGNED TITLE DATE All spacing is 24" Q.C., except as noted, All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by' engineering. DO t'OT CUT OR A.L1ER TRUSSES w/o AUTHORIZATION FROM 1111S 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. o WARNING 6 ERECTION ERAc..HG IS IIOT THE REq'diSMJTY Cr TRUSS DECCiER PLATE NANIrACTURM, NOR TRUSS HHRICAWL PERSCM L ECIVIG T%IJSSES ARE CAUDNED TO SEEK PRCIFESSO'IAL ADN' CE REGARDING EICU0:7 ERAQW MICR IS ALMS REWIRED TO pra-NT TOPPLING kIIV 00NW1,J;G DUPoNG ERECUOFI; AND MUMMY BRACMG WICH 'ECS VAI' EE REQUIRED IN fOECIEIC APPUCAT1C M SEF -Bt Summery Shc�^.t ONVETT?R1' and RECOPREIMATIONS for HANDLOW, INSTALLING & BILKING MEAL RLATE MiECTED W'tYJ' TRUSSES' (TPI). 1RUM JTFE TO BE ERECTED A::D IAS1EiED IN A STR,VC4r` AND MIPS POSTUCti WiEF..E do Sh'EATHIHG IS WPUET DIIICTLY TO THE TOP CiYZOS; Uin' sjj&L BE ERACED AS SPECIRED ON 111E TRUSS DESIC.T. TRUSSES SiTAL BE H11tDLED KTH REASMtEtE CARE DURING EiEC119; TO PRE171T DAPAC-E. HANGER a TO 0~ E USED (Simpson) or (Usp) ® HU5-26 ® HU026 o 11GU526-2 © T1101--126-2 HHU546 H THD46 or TIIA422 TRUSS C0MRMY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY ffiLL SUPPLY ALL TRUSS TO TRUSS HAROV,ARE CONNECTICIIS FOR REAC11014S UNDER 5000 POUNDS, FOR ALL REACTIOIIS GREATER THAN 5000 POUNDS, OR %EVr'ED, P10 HANGER IS SUPPLIED. CONTRACTOR SHOULD IJTECT( ALL REACTIOIJS FOR PROPER C01r'NECTI01r'S. ASCE7-05 WND AND GRAMITY CRITERIA Exposure Category : B Bldg Category : 2 Wind Design Velocity : 12) MPH Imp. Factor : 1.00 Pimd Locd Duration Factor : 1.33 Mem Real lidght :�2—�' Step5ar W. W'arte< Siruct Erg X4395 2521 Kings Ifomy, Fat Pierce, FL 34951 (7,2)365-4160 R E NOTE S Trusses shown on this layout ore a component part of the building and show truss location. Proper erection, temporary end (�T1 (772)464-4160 permanent bracing design are the responsibility of the building � SOU-niE� n INC.esigner or his engineer . Laieral bracing shown on the indkiduol �.A�U COMPANIES, 1Y truss drawings must be placed during the erection procedure. 2590 Kinas Highway, Fort Pierce, FL. 34951 UT: .SCJ ULK: O r ON MISS: Model 2720 (Elevation AA�