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HomeMy WebLinkAbout1606 Mangolia DrPermit # : Job Address: CITY OF SANFORD PERMIT APPLICATION Date: _ J Description of Work: h'1 f—rI9L ��� ca Historic District: � _ Zoning: b �J�. lue of Work: $ (cnC�,C'� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool {electtrical: New Service – # of AMPS Addition/Alteration Change of Service Tempgrary Pole 4 ,Meftanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines t' Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial Occupancy Type: Residential r/ Commercial Industrial Total Square Footage: 6-00 Construction Type: 1l0 —F# of Stories: —/— # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:✓ / l ,� 0 — � -, O ` eqo —0610 (Attach Proof of Ownership & Legal Description) Q t"(wners dame &)ddress: f v i i I-11Contractor Name & Address: vishone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Contact Person: Phone: State License Number: Architect/Engineer: Phone: Address: Fax: )2 —'.oZ& ne: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, EIEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements (011f�l lorida Lien � FBF Signature of Owner/Agent Date Signature of-Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's me Signature of Notary -State of Florida Date j DEBBIE BI-ANTON fj PAY COPn4ISSION # DD 188491 EXPIRES; February 25, 0 Owner/Agent is _ Personally Known to Me or Contr��etor�pmtis ,:, P�, SR8aa1dtl,%Kno ra oo Mee o Produced ID _ Frod -ced ID--I� __ ( APPLICATION APPROVED BY: Bldg: �1f % % ina: Utilities: FD: (I&Date) (Initial & Dat ( itial & Date) (Initial & Date) Special Conditions: 1�sCt TYP. NECTiON, TYP. _ ..�.I. ,�,,., I .j b U .� .� l H V SUMMERFIELD, FL, 34491 ® 1-800-222-3659 COPYRIGHT204 0 TO 20'-0" TRUSS 20'-1 " TO 25'-0" TRUSS 25'-1 " TO 30'- 0 TRUSS MASTER PLAN: CARPORT DETAILS 4 TUBING:YIELD 50,000 RAFTER SUMPS N TI P.S.I.. TENSILE 55.000 P.S.I. DATEn 1 DWGll / PLATEA _ {� TIE COLUMN TO RAS TRUSS COLUMN To RAFTER TRUSS C4 14 x 1 A- CONN TION, CONNECTION, TEK SCREW TYP CONNECTION. TYP CONNECTION, — X ` � , 14 x 1 4 \ GENERAL NOTES TE S 2"x3"x14 GA. TEK SCREW 24" INSERT w/ I. ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 28 DAYS. 12" EMBEDMENT TUBING: YIELD \ SIMPSON TIE 50,000 P.S.I. PLATE TP47 2. MINIMUM SOIL BEARING SHALL BE ASSUMED 2,000 P.S.F. TENSILE 55.000 Y 3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WiTH THE FLORIDA P.S.I. BUILDING CODE 2001 EDITION AND ASCE 7-98 WIND CODES FOR 110 MPH r rr r " ES FASTEST MiLE AND 130 MPH. 3 SEC. GUST AS WELL AS OSHA, RISC CODES AND 14 x 1_ !/4-30 -1 TO 35'-0" TRUSS 35'-l" TO 40'-0" TRUSS ALL APPLICABLE WAL REQUIREMENTS. THE PLANS INCLUDE DESIGN FOR ALL TEK SCREW WIND SPEEDS UP TO AND INCLUDING 130 MPH. 3 SEC. GUST CONDITION. 2"x3"x.14 GA. TUBING: YIELD '4:"kl SIDING AND ROOFING TO BE MINIMUM OF 29 GAGE ATTACHED TO THE 50,000 P.S.I. TENSILE 55.000 COLUMNS AS SHOWN AND CONSIDERED TO BE A MIN. OF 3 SPAN. COLUMN P.S.I. OR = OR > 2"x2"x14GA. 5. REQUIRED DATA PER (FBC 1606): TUBING: YIELD 50,000 IMPORTANCE FACTOR ........................ COLUMN TO RAFTER P.s.r TENSILE 55,000P.s.l. WINDBUILDING EX CSTAGORY..........................S WIND EXPOSURE ............... SEE TRUSS DESIGN GCPI................................... ......SEE CHART c CONNECTION COMP. do CLAD DwP........................SEE cHAar (� BUILDING CLASSIFICATION.................N' (UP) v® ^ N.T.s. TRUSS CONNECTION 8. SEISMIC ZONE DESIGN CATEGORY 0.2e SPECTRAL RESPONSE..; ............ B _. 11.0s SPECTRAL RESPONSE................B SIESMK: AND HURRICANE TiES ` 7. DESIGN LOADINGS: SIMPSON TIE PLATE SIMPSON STRONG TiE TRUSS; DEAD LOAD 2 PSF LIVE LOAD 12 PSF l_T_ TUBNY: LELGA. (INSIDE ONLY) 7UBtNG: YIELD 50,000 WIND LOAD PRESSURE FROM 130 MPH. 3 SEC. GUST i' P.S.I. TENSILE 55.000 P.S.I. 12X1" TEK SCREWS (TYP.) WINDOW MODEL FL233 CO[. iuN 9" SPACING TRUSS OR PHIWPS PRODUCTS MODEL 23 VERTICAL. SUDER WINDOW (138 PSF DESIGN 2"x3'x14 GA. COLUMN ( •) r PRESSURE) THE DESIGN PREMRES REQUIRED ARE INDICATED IN WALL ZONE 4 1, 1/2' WEDGE ANCHOR BOLT TUBING: YIELD WINDOWS 1.25' MIN. `` MINIYlJH OF 2-1/4' IMBEDDED IN CONCRETE i 2'x3"x14 2 x 3 x 14 GA. 50,000 P.S.I. RGE��►�►� • 14 x 1- .' ` ' +�, GA. TUBING: TUBING: YIELD TENSILE 55.000 SHALL BE ATTACHED TO METPONENTS AND AL FRAME UTILIZING 1NG CKlkRT �4 xB 1� LONG SELF TAPPING USE (3) WITHIN 12' OF COLUMNS \ TEK SCREW YIELD 50,000 P.S.I.OpO P.S.I. P.S.I. METAL SCREWS LOCATED AS REQUIRED PER THE WINDOW MANUFACTURER IN UEU TENSILE 55.000 P.S.I. COLUMN�;� OF WOOD CONNECTIONS. WINDOWS MAY BE LOCATED IN THE FRONT WALL, BACK 55,000 P.S.I. a WAD., OR EITHER SIDE NO LESS TI{AN 5'-0• FROM THE CORNER. THE PHILLIPS 4' I _ _ MIN. CONC. SLAB, 2"x3'04 GA. TUBING: YIELD COLUMN REQUIRED. II 4' P.S.I. 1.75 x 2.75 x 14 L TIE PLATE PRODUCTS 23 VERTICAL- SLIDER WINDOW EXCEEDS All. DESIGN PRESSURES • GA. TUBING: 50,000 P.S.I. TENSILE 55.000 / YIELD 50,000 r P.S.I. OR a OR > 2'x2" TO x 14 x 1-1/4• 14 x ii" �� MAN DOOR: L1722 14GA. TUBING: YIELD 50,000 TEK SCREWS o � P.S.I. TENSILE I� T17C SCREW �s t71XER INDUSTRIES MODEL 407 Mn CIAO OUT -SWINGING (t 48.88 PSF Dt�1GN 45' 6' x 6' 10 GAUGE REINFORCING 55.000 P.S.I. WIRE MESH _� P.S.I TENSILE 55,000P.S.1. p o n PRESSURE) THE DE51GN PRESSURES REQUIRED ARE INDICATED IN WAIL. ZONE. 4 IN o ^n BASE THE COMPONENTS AND CLADDING CHART LOCATED BELOW. ALL MAN DOORS '2 5 REBAR Cl7NTINUOUS pu 20 GA. 5'-0' �'�' SHALL BE ATTACHED TO METAL FRAME UTILIZING 1 4•x 1' LONG SELF TAPPING BASE GALVANIZED TP75 I , METAL SCREWS LOCATED AS REQUIRED PER THE WW DOOR MANUFACTURER IN ' INSIDE LIEU OF WOOD CONNECTIONS. MAN -DOORS MAY BE LOCATED IN THE FRONT lo NOTE. o SIESMIC AND HURRICANE TiES y TIE PLATE 1r3;E" x 5" 14 X 7/8" TEK LAP SCREWS (TfP.) WAD., BACK WAD, OR EITHER SIDE NO LESS THAN 2'-0' FROM THE CORNER. (ALTERNATE. FIBER MESH CONC, i SIMPSON STRONG 11E OR SIMPSON STRONG WITH NO REINFORCING WIRE MESH.) 14 x 111 TEK SCREWS i BASE TiE TP -15 ROOF ONLY MODEL 407 ELIXER INDUSTRIES STEEL. CLAD OUT -SWINGING EXCEEDS ALL DESIGN PRESSURES REQUIRED. FOUNDATION TYPICAL FRONT REAR WA11 COLUMN TO GARAGE DOORS: El_102. FL142,, FL1872, Fi.887, Fi1430, FL7420, F122, FL285 COLUMN TO BASE ANN / CONNECTION © DOOR CONNECTION (X?14t�EC1lON10 ELEVATION —SCREW PATTERN WHEN GARAGE DOORS ARE UTILIZED, GARAGE DOOR MANUFACTURERS DATA MUST SIDE CONNECTION G4hNECl� Q CORNER BRACE CONNECTION N.Ts. © TRUSS/BASE CONNECTION I NIS N.T.S Nrs: ACCOMPANY PLANS AND INDICATED t DFSiC+N PRESSURE THE DESIGN NIS. PRESSURES REQUIRED ARE INDICATED IN WALL ZONE 5 IN THE COMPONENTS AND CLADDING CHART LOCATED BELOW. ALL GARDE DOORS SHALL BE ATTACHED TO NOTE: SEE ABOVE PLANS FOR TYPICAL CONNECTION. METAL FRAME PER THE 1/4'x ,• LONG N F TAPPING METAL OF EwsWO LocATlD AS REQUIRED PER THE GARAGE DOOR MANUFACTURER IN ULZI OF WOOD CONNECTIONS. GARAGE DOORS MAY BE LOCATED IN THE FRONT WALL, BACK Fi2287 29GA Roofing: WAD, OR EITHER SIDE NO LESS THAN 2'-0" FROM THE CORNER. n112- /2• BOLT AND WASHER i Union Corrugating Co. — --�, \ ` TIE -DOWN ANCi10RS (30.09' LANG) AT ` C n � - -1,�0 - COMPONENTS AND CLADDING PRESSURE PS #(1-0.77, amp -B, -0.18 VELOCITY ZONE ROOF WADS 1 2 3 4 5 120 MPH - - - 18.24 30.78 43.82 +18.74 2 - 0.84 +19.45 -28.15 130 MPH - - - 21.41 38.10 51.42 +21.99 -24.22 +22.83 -30.89