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HomeMy WebLinkAbout2448 Vineyard CirRECEIVED SEP 12011 BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION o le rr �Vv Application No: ' J A & I Documented Construction Value: $ c;� -7 9 14 Job Address: yl,il�'-�C�r'Of 1-F� °�- Historic District: Yes ❑ No Parcel ID: 02 _ 1`-, - �J� - 521 - DOW -Q 0. g. Q Zoning: Description of Work:�C �-•� `o v= skr)' -� S F Q Plan Review Contact Person: V -AeKJ c-.,-�L�r (ems Title: �erCYll rC�. Phone: y0�1•B ' SZg Fax: IGUU • E-mail:. L'r-1 r' Property Owner Information drhOr r1 . COm Name . 3f fio�i Y \C. Phone: �It�-1 • $SD • `J2O� Streetr585T C., Lee b Resident of property? City, State Zip: Of k andO� F 1. 3Z'4 47_ In Contractor Information Name eUerl Q- _ �- Phone: yO1- 9 L6U - 1-13La 2. Street: 5�SS0 T : C^l �C l.- o Fax: �S' L • jy . Lj2-i 3 - City, State Zip: Qr 1Q C3Q . F L- 328 ZZ State License No.: C' (�C 12S Z21 Z Architect/Engineer Information Name: A �eS�gi Grogg ,Ity . Phone: L11�"i- lIy` 40'1$ Street: ILILI1 D. (A Rfoan 1 lal. Fax: 40-1 -__1-19 •'- CO City, St, Zip: FL _J S E-mail: r�nrwo.con n Bonding Company: ( Q Mortgage Lender: Address: —' Address: PERMIT INFORMATION Building Permit X Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ Plumbing ❑ New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: a . 0�' I IU ,` PLACEMENT I COVer-ed F qt iO (U j) [; ion) An— n LuuA I IUIV Ur LOWER ROUE I ELEV - A LOCATION OF - ---------___II LOWER ROOF _------------------ I ---- ELEV =_B -or C---�.-I - -- - -- - - -- - ------------ m m m m m m m m ro m m m ------ 2x LEDGER @ TOP W LTJ LJ W W W W W W 111 111 1.11 A,in Mn� — I „ 2x LEDGER @ TOP AND BOT CHORD BY OTHERS H L-UVVL_r� KUUr II III II II III II II II II II II II II II II I I II _ -- LI III_II Li w u . II II II II II II II II I_I II �� u u u u u - - I I -f 2 ii T2 -- -- i i 1------- - i--- T2-= _-- -- I - -- I T2 ii T2 --____--_ ___ �_L 2x IIINLER^(Y BLDR)-- COVer-ed F qt iO (U j) [; ion) An— n LuuA I IUIV Ur LOWER ROUE I ELEV - A LOCATION OF - ---------___II LOWER ROOF _------------------ I ---- ELEV =_B -or C---�.-I - -- - -- - - -- - ------------ m m m m m m m m ro m m m ------ 2x LEDGER @ TOP W LTJ LJ W W W W W W 111 111 1.11 A,in Mn� — I „ 2x LEDGER @ TOP AND BOT CHORD BY OTHERS H L-UVVL_r� KUUr II III II II III II II II II II II II II II II I I II 20 MINIMUM TOP and B0110M CIIORUS LI III_II Li w u . II II II II II II II II I_I II �� u u u u u HUS26 ..... .. _ I-IUS26 -,_ 1--IGUS26-2 © _.....� 2 I-IGUS28-2 2 TI IDH28-2 — 1-11-JUS46 H I I K SUR/L26-2 K SKI 126R/L--2 w • 0 2' 2'I I ---1— 2' 2' 2' 2' 2'2' a - - =U�.R\ (31. 00 OTI IERWISE TYPICAL TRUSS E[11) - �i d I -f- -I- d- d- _�r -4- _- d. L__ 2x LEDGER @ TOP r� AHF) ROT PI-lriDr) DV OTLIE-DO — ELEV — B or C LOWER ROOF (HANGERS TO BE USED 20 MINIMUM TOP and B0110M CIIORUS (Simpson) or (Usp) HUS26 O I-IUS26 © 1--IGUS26-2 © THDH26-2 2 I-IGUS28-2 2 TI IDH28-2 F� 1-11-JUS46 H 1-I-ID46 K SUR/L26-2 K SKI 126R/L--2 ALL WALLS SHOWN Oil 1111S I_A'YOIJT ARE TO BE LOAD BEARING LOWER LFVEL 1 UPPER ROOF TRUSS DEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUII-DER 20 MINIMUM TOP and B0110M CIIORUS PLUMB CUT OVERHANG STA14DARD HEEL HEIGHT 40-0 w • Q Q a Q a Q =U�.R\ (31. 00 OTI IERWISE TYPICAL TRUSS E[11) DETAIL Q ALL WALLS SHOWN Oil 1111S I_A'YOIJT ARE TO BE LOAD BEARING LOWER LFVEL 1 UPPER ROOF TRUSS DEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUII-DER 20 MINIMUM TOP and B0110M CIIORUS PLUMB CUT OVERHANG STA14DARD HEEL HEIGHT 40 POUND LOADING 12 w • =U�.R\ (31. UNLESS NOTED OTI IERWISE TYPICAL TRUSS E[11) DETAIL USE APPROVED TRUSS AJCTIOR [31' BUILDER 55 POUND LOADING... 110 ILICREASE ALLOWED TOP & BOT CHORD RIBBON B'r' BLDR FLOOR TRI -ISS [ _f 1D ---------------------- ---------- NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUINORIZAIIOI,1 FOR FADRICATIOIL 2) VERIFICATION OF ALL DIIAFI SIOLIS, C011D1 FIOTJS, AND TRUSSES. TRUSSES WILL BE MADE I11 STRICT ACCORDANCE WITII 1111S PLACE.I,IEIJT PLAIT 3) RECEIPT AIJD USE OF "IIIB-91 Sumninry Sheet COMMENTARY and RECOh1MEIJDATI0IJS for 1IAIJDLING, INSTALLING & BRACING I'AETAL PLATE CUIUIECTED WOOD 1RIJSSFS" (TPI). 4) HO BACK CHARGES OR CRANE CHARGES OF AIJY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRIIING BY TRUSS PLATJI MJHGI.1T. SIGI )ED TITLE ---- DATE --- - All spacing is 24" O.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 NOT CUT OR ALTER TRUSSES w/o AUIIIORIZAIION FR061 Tills OFFICE. Labeling trusses is a service, riot a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, rLATE I.IANUFACIUPER, NOR TRUSS FABRICATOR. PERSONS ERECTING 1RUSSFS ARE CAUIIOIIED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WIIICII IS ALWA'IS REQUIRED 10 PREVENT TOPPLING AND DOMg1nING DURING ERECTION; ANO PERI3AHEIII BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 11I0-91 Summary Sheer COMMENTARY T iJ and RECOMMENDATIONS For HANDIING, INSTALLING & BRACING METAL PLATE CONNECII'D WOOD TRUSSES- (IPI). TRUSSES ARE TO BE ERECIED AND FASIEtlm Ill A SIRAICIII AND P�� PLUMB POSITION WHERE NO SHEATHING IS APPUED DIRECTLY 10 RIE TOP CIIORDS; TIFY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING EREC1Ioll 10 PREVENT DAMAGE. TRUSS COh1PANY SUPPLIES OTILY TRUSS TO TRUSS COIJT1ECTIotdS. �.� TRUSS COh4PATIY PALL SUPPLY ALL TRUSS TO TRUSS IJARDV'JARE CONNEC11ONS FOR REACTIONS UNDER 5000 POIRIDS. FOR ALL REACTIONS GREATER THAN 5000 POUIJDS, OR SKFWED, IJO HANGER IS SUPPLIED. CONTRACTOR SHOULD CIIECK ALL REACTIONS FOR PROPER COIJNECTIONS. ASCE7-05 WIND and --- ----- - GRAVITY CRIIEI,IA_ Exposure Category : B Bldg Category : 2 Wind Uesiyn Velocity :120 kin Imp. Factor : 1.00 Wind Load Duration Factor ; 1.33 Mean Root Height : _20 -fl. Slephen W. Wnrter Shet Eng #54395 2590 N. KINCS HIGHWAY FT. PIER(;F, TL 34951 (772) 464-4160 -- Trusses shown on this layout are a component part 0 of the building and show truss location. -- ---- ,F VS J A Y Proper erection, ternporary and permanent bracing design S --- are the responsibility of the building designer or his engineer. SOU ] [>l.c[ZN 1 IZUSS (772) 464-416 t l E Lateral bracing shown on the individual truss drawings ,. r must be placed dut ing the erection procedure. L �� n'� �A N 11"S, �'1 L', — 2590 N. Kings Highway Fort Pierce, rl 34951 s 4 JOB NO.: CUSTOMER: --- — I ► .'' LOT: ���� _BLIP: D.R. HORION ORLANDO IIESCRIPTION: DRESS: ,n t, l It aD 2498 A, B, "DSUBDIVISION: �UScIIPF <3 -rIq SCA = -0 1 1 nRl;YA! BY: F 1- 1 CR n2g9,4IG 9NIl81/---TA1B FR: