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HomeMy WebLinkAbout2921 Orlando Dr (16)CITY OF SANFORD PERMIT APPLICATION /61 J L Date: -2,iv 2 O — Job Address: 9 �% D� lv,,�2)1; 6 / " / Description of Work: Cr -Y� o Historic District: /Vu Zoning:_ 6-c- Value of Work: $ 7- 0 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Set -vice - it of ANIPS Addition/Alteration Change of Service Temporary Pole _ INlechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of'Gas Lines Plumbing/New Residential: // of Water Closets Plumbing Repair - Residential or Commercial Occupancy 'Type: Residential Commercial Industrial Total Square Footage: r Construction 'I'ype: # of Stories: # of Dwolling Units: Flood Zone: (NEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) 0wn�ej/} Name & Address: J Yi -Sin , %; 5/3L'i� _yl'c 'Z2 %/ C7 ✓� C� �d2 Phone: %�%7- 2 -%/ 7&, Contractor Name & Phone & 60� *Z-- Bonding Company: Address: Mortgage Lender: Address N%�..-j L79G State License Number: Contact Person: �(A + k C Phone: J�fJ7� /�% - szC A rr,hitectJF.ngjneer: -T Phone: Address: Fax: 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 die 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, HEATERS, 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 NO FICE OF COMMENCEMENT. NOTICE: In addition to the requirements o 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 pe its required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is that I II notify the owner of the property of the require Is of Florida Lie l.aw, LS 713. Signature of Owner/A-e t Date IgnatureContrasty /AKent Date o it 0 tiler/Agent's Nm b Pir Co tr ctor/Agent's ir ae Signatu� ,A ��Notary-S[ate of Florida Date '-4;itnafure of Notary-Stat5. �Fl +ri� GRAVE Date FLORENCE A. DE GRAVE utwY,P° c FLORE C �` ' MY COMMISSION # DD 164280 a MY COMMISSION tf DD 16Z X16 7r.k : rc IBES; Nave ger 12, 200 j ` 1 EXPIRES: November 12, ` i . f z - t t: Se yr us Ownedtc or ContraF o' Y t ua t isp�jvpvlrg ii�ih mown to Me or, Produced ID _� Proiifcr�d IDt ..SssC'C APPLICATION APPROVED BY: Bld� ( �© -�� Zoning: C N 7',Y/•v-3 , Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Datc) (Initial & Date) Special Conditions: CANA5 EI SCANDINAVIAN COVERS, INC L9=4-1) JEEEB 2716 Ia ORSYPH ROAD, SUPTE 108, 'WIN'TER R PARK FLORIDA 32792 PHONE ( 407) 677-8663 e FAX (407) 077-7110 www. scancoversinc.net •._ -•. 11. ., .16.J ........_. 1 CANAS EIRE515T C41N410PY FL74N l �V SCALE 3/4' = 1'-0' I"XI'xt'a' ALUM. TOP CHORD -- I'XI"xYa' ALUM. CONT. 11 1'X1I'Wa' ALUM. E30TTOM CHORD GANOF'r *�2 ELLEVATION 5GALE 3/4' = 1'-0' I'XI'xYg' ALUM, TOP CHORD —, " I'XI'xYa' ALUM. WE55 TYP. XX I iq Ir \�A I 31-W' 5GALE 3/4' = 1'-0' i0ri-�1;Q1 M, EG2UAL EaIJAL m I II IL -------- II IL -------- IL. II -------- II .1 --------- II I 1-------� � 121-0' 1'X1I'Wa' ALUM. E30TTOM CHORD GANOF'r *�2 ELLEVATION 5GALE 3/4' = 1'-0' I'XI'xYg' ALUM, TOP CHORD —, " I'XI'xYa' ALUM. WE55 TYP. XX I iq Ir \�A I 31-W' 5GALE 3/4' = 1'-0' i0ri-�1;Q1 M, LAMS . CITY OFMIP011 r)" RMITd Doff U Tyr N A, CrN, D IMEN51ON5 4 PROJECT ARCHITECT CREWED TO . O/C_ 5. WE TYPIGAL. and construction ific�atlons, unless drawing: e . ation, Inc ,dltion). -� D1.1 —20022 Manual, below, 63�-TS, nstalled ations. aIs stiall be nasion. shall be 04 or 316. lent. erly protected welder certified withstand a and a 130 mph um design ASCE 7.93 and ax overoil eight. are no he iris 11 er Y. Is su he er er l 1 WALL ALL — I'XI'XYa' ALUH. CONT` Ya' THK. 5TAINLE55 —�... 5YI�EL CLAt'It- to 24' O/C 3/a" DIA. X 4" L. E: / REDHEAD 'XP. BOLT LT WASHER 6CALE1 N.T.6. FOR XOD CONNECTICN USE WVX5' LAG BOLTS IN F'LACE CF 3/a' EXF.WION BOLTS I" 2.. N DIA. f> ' T4�IIC.. STAINLESS 5TEEL CLAMP OCALE 3' v I'-0' NOTES: 1) CONTRACTOIR TO VERIFY DE51 OW"' TITY OF: ALL CANOFIE5 W/ ON SITE 5EPORE FABRICATION. 2) 5UN`5f2ELLA ,:ANVA5 COVER 5 ALi.(. FRAME. W/ Y,'XY°L: SCREUJ TYF". ON ALL C ANVA5 CANOPIE CONNEGT101�! TO E3E TIG, W C EE 1, All design► fabrication, Installation shall conform to the following spec specifically noted otherwise on the • The Florida Building Cade 2001 The 1997 Standard wilding Code • The 2000 hiternatlonol Building Cod • American institute of Steel Constru Monuol of Steel Con:structlon (9th Am6rican Welding 5:ociety ANSI/AWS Structural Welding i.�ode Steel • The Aluminum Association Design' Current Edition. 2. All 'cornpor tints shall be '�as listed unless noted others+rise: • All structural aluminum shall be 60 or equal. • Mechanical wail fasteners. shall be i according to, manufacturers specific All ferrous and non.—ferrous mtateri adequately separated to prevent co All bolts In contact with aluminum galvanized or stainli5ss steel. Stainless steel bolt;Il shall be Alai 3 Steel bolts shall be A325 or equiva • All expossd materials shall be prop from weathering and/or corrosion. 3. All field welds shall be `Wade �y a In the specifled poal�ltlon. 4. The structure has been designed to 10 mph wind speed (fastest aisle) (3 sec gust) with cin overall rpaxim pressure af36.7 ptcf occor•ding ,to ASCE 7-•-98 respectively with 15 m 5. if existing and proposed condi,tions as detailed in this design dravring t shall notify the engineer Immeoiatel 5. if the Intecrity of the existing' wall standard, tl�e Installer shall notify t immediately for re—design. 0 Ir. 1�9 � i• m O cel . i n LU DA lo __�__.__._._ __..._.._M..._�..._.. ...-.�..— � UJ LAMS . CITY OFMIP011 r)" RMITd Doff U Tyr N A, CrN, D IMEN51ON5 4 PROJECT ARCHITECT CREWED TO . O/C_ 5. WE TYPIGAL. and construction ific�atlons, unless drawing: e . ation, Inc ,dltion). -� D1.1 —20022 Manual, below, 63�-TS, nstalled ations. aIs stiall be nasion. shall be 04 or 316. lent. erly protected welder certified withstand a and a 130 mph um design ASCE 7.93 and ax overoil eight. are no he iris 11 er Y. Is su he er er l 1 WALL ALL — I'XI'XYa' ALUH. CONT` Ya' THK. 5TAINLE55 —�... 5YI�EL CLAt'It- to 24' O/C 3/a" DIA. X 4" L. E: / REDHEAD 'XP. BOLT LT WASHER 6CALE1 N.T.6. FOR XOD CONNECTICN USE WVX5' LAG BOLTS IN F'LACE CF 3/a' EXF.WION BOLTS I" 2.. N DIA. f> ' T4�IIC.. STAINLESS 5TEEL CLAMP OCALE 3' v I'-0' NOTES: 1) CONTRACTOIR TO VERIFY DE51 OW"' TITY OF: ALL CANOFIE5 W/ ON SITE 5EPORE FABRICATION. 2) 5UN`5f2ELLA ,:ANVA5 COVER 5 ALi.(. FRAME. W/ Y,'XY°L: SCREUJ TYF". ON ALL C ANVA5 CANOPIE CONNEGT101�! TO E3E TIG, W C EE 1, All design► fabrication, Installation shall conform to the following spec specifically noted otherwise on the • The Florida Building Cade 2001 The 1997 Standard wilding Code • The 2000 hiternatlonol Building Cod • American institute of Steel Constru Monuol of Steel Con:structlon (9th Am6rican Welding 5:ociety ANSI/AWS Structural Welding i.�ode Steel • The Aluminum Association Design' Current Edition. 2. All 'cornpor tints shall be '�as listed unless noted others+rise: • All structural aluminum shall be 60 or equal. • Mechanical wail fasteners. shall be i according to, manufacturers specific All ferrous and non.—ferrous mtateri adequately separated to prevent co All bolts In contact with aluminum galvanized or stainli5ss steel. Stainless steel bolt;Il shall be Alai 3 Steel bolts shall be A325 or equiva • All expossd materials shall be prop from weathering and/or corrosion. 3. All field welds shall be `Wade �y a In the specifled poal�ltlon. 4. The structure has been designed to 10 mph wind speed (fastest aisle) (3 sec gust) with cin overall rpaxim pressure af36.7 ptcf occor•ding ,to ASCE 7-•-98 respectively with 15 m 5. if existing and proposed condi,tions as detailed in this design dravring t shall notify the engineer Immeoiatel 5. if the Intecrity of the existing' wall standard, tl�e Installer shall notify t immediately for re—design. 0 Ir. Nu 0 v � Y 1� DRAWN EDUARDO ROSA CFECKED DATE 01-22-2003 SCALE AS SHOWN JOD NQ 041 SHEET rc 1�9 � i• m O cel . i n LU DA lo a � UJ Nu 0 v � Y 1� DRAWN EDUARDO ROSA CFECKED DATE 01-22-2003 SCALE AS SHOWN JOD NQ 041 SHEET rc