The URL can be used to link to this page

Home My WebLink About2921 Orlando Dr (19)` C) CITY OF SANFORD PERMIT APPLICATION Permit # : Date: t Job Address: % Uf�.,/crt,-�✓�i-�– r,�� Description of Work: ca- /1 - d Historic District: Zoning: Value of Work: Permit Type: Building Electrical Electrical: New Service – it of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy 'Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service 'Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plurnbing Repair – Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:"'fJ G Owners Name & Address: 7'r Q , sq)(_ Contractor Name & Addr tt Phone &� u Bonding Company; Address: Mortgage Address: --16-/ 7Z - 6) WE) —tr'x iU (Attach Proof of Ownership & Legal Description) Phone: ',,1/ -JZ— ,— '7 Cl J, u•�I �,�.-5�7� Li.,�St_tlte License Number: N J� __ - �/1 ra Contact Person; r V4 + {' Phone: � k• nrcnttecur:ngmecr; ••- Address:��I'`_ tz Application is hereby made to obtain a permit to do the work and installations as indicated. I certify tjt tt no t ofk or installation has c heed pnd> 3g 4hF r issuance of a permit and that all work will be performed to meet standards of all laws regulating constr'uctrpn in this jurisdiction. l understand th lit t seVcntatv� permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,1'OOLS, FURNACES 10[L J#k "'F ','f KS and AIR CONDITIONERS, etc. y t OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work it be done t Cpl t a a��llawsih f•regi l ng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COX4MENCEMENT MA RESUCI' fh OUR l'F'YTNG 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 o%is permit, there may be additional restrictions applicable to tWs property that may be found in the public records of this county, and there may be additiona4peri required from other governmental entities such as water mariagennent districts, state agencies, or federal agencies. Acceptance of permit is ver cation t otify the owner of the property of the requirel lits of FloridaLieFS� 13. Ott 1 dl Signature of Owner/Age t Date ignature of Contractor/ gent Da1t �o'• qtr ." . v.�, : t�/ ♦ �'T> �f��q +r • ?�l� N IN1 ray �/ �c = Print ter/Rgentss-N it t •�- _ /flllltt �,! a v Signature of Notary -State of Florida al Date d = J =t' � rc n � d y V,p a Owner/Agent is _ Personally Known to Me or Produced ID d ed ID !.1 rt Cant a to Agen� NJahic t 1 d/ Sig e -of -Notary- tate of Flonda Date .Contractor/Abcntts onall�Knownto Me IV 4 P �.VWATION APPROVED BY: BldepmF (Initial & Date) (Initial &, Date) Special Conditions: Ci �- �^ G`�G�wle� "F `�' � � eec s t,..al..i- SC�-� t�.�•-� �C. . 10 Utilities: FD: ([nidal &Date} (initial &Dale) ",1 CANAS EIRESIST Kr(�� SCANDINAVIAN COVERS, INC tdt& 2710 FORSYTH ROAD, SUITE 108, WINTI'R PARK, FLORIDA 32792 PHONE ( 407) 677-8663 to FAX ( 407) 677-7116 ww-w. scaixcoversinc.neFt 1 I\1 Nf} /"'1 {—+411 1. {—JV 1 I VI I CANOPY l N VIEW SCALE 3/4' = 11-0' I'XI'WW ALUM. TOP CHORD — I'XI"XYs11 ALUM. CONT. ''' I^IXYaALUM. TOP GN^"^ I'XI'XYg' ALUM. WEBS TYP. Ai -x.11 C ANO ""r LE'VAT i til SGALE 3/4' - 1'-0' SCALE 3/4' - I'-0' gum SI W CANAS EIRESISF I'XI'XY3' ALUM. TOP CHORD I'XI'XYe' ALUM. II II II II II II II II II II I II II II II II II II I�-77v7../� I 11 I I I I EQUAL 17 EG UA I I I I i f EQUAL EG2UAL �I I I I I � II II II II II � II II II II II II II II II II n, II II II II II I II Ii II II II I _-------Il._...._,_...____..—_IL------_JL____ __ _JI_._..._.—_i.__11__—___._.---- __12' � 121-0' I � ''' I^IXYaALUM. TOP GN^"^ I'XI'XYg' ALUM. WEBS TYP. Ai -x.11 C ANO ""r LE'VAT i til SGALE 3/4' - 1'-0' SCALE 3/4' - I'-0' gum SI W CANAS EIRESISF I'XI'XY3' ALUM. TOP CHORD I'XI'XYe' ALUM. 12'-0' i XI 4 ALUM. E1,01 TOM CHOF'.D -�-- C , OF""r" a , LVA`s I 1 7 E 3/4' - 1'-0' Inv1...I/" At 11hv4 'Y'^o r^1 I/'1pn MASONRY WALL_7 19 XI4 X/_4 MALUM. <".ONT Na' THK. STAINLI:SS STEEL CLAMP 24 3/o'DIA. X4'L. REDHEAD EXP. BOLI' W/ V WASHER CANOPY ATTACH DETAIL TYPE 'Am AOR WOOD GGNNEGTION U6(_ 3/855' LAG WLT8 IN PLACE GF 3/8' EXPANWN BOLTS I" 2" -- — - i " DIA. y� THS. fd1TA1NLr=s STEEL. CLAMP SGl4LE 3' - 1'-0' NOTES: 1) CONTRACTOR TO VERIFY DESIGN, DIMENSIONS 4 .QUANTIFY C A'_L CANOPIES W/ PROJECT ARCHITECT ON SITE 5EEORE FABRICATION. 2) SUNBRELLA GANVA5 COVER SCREWED TO, 'ri,P.' dN ALL C 4NVAS CANOPIES. 3) ALL CONNECTION TO BE TICS WELD TYPICAL. 1. Ail design, fabrication., Installation and construction shall conform to the following specifications, unless specifically n(:ted otherwise on the drawing. • The Florlda ',Building Code 2001 • The 1997 Standord Building Code • The 2000 lnternationol Building Code • American Institute of Steel Construction, inc Manual of Steel Construction (9th Edition). • American Welding Society ANSI/AWS D1.1-2002 Structural fading Code — Steel • The i Aluminurfi Associ !tion Design` Manual, Current Editl6n. 2. All 'componer `rs shall be las listed below, unless noted: otherwise: • All structural aluminum shall be 6063—T5, or equal. Mechanical wall fasteners. shall be installed according to ` �nanufacturers specifications. All ferrous care! non --ferrous materials shall be adequatelyy sejparated to prevent corrosion. • All bolts in contact with aluminum shall be galvanized or stoinles.a steel. Stainless ste d bolts vhali be AISi 30 or 316. • Steel bolts shall be A325 or equivalent. • All exposed materials shall be properly protected from weatheHng and/gar corrosion. 3. All field welds shall be made by a welder certif?ed In the specif1 d position. 4. The structures has ber,n deslgn.ed to withstand a 110 rnph wind speed (fastest rrt11a) and a 130 rnph (3 sec gust) with an overall maximurn design pressure of 36.7 psf accordin?5" to ASCE 7-93 and ASCE 7- 9.8 r zapectively with rmax overall height. 5. If existing anis proposed conditions are not as detailed In this de.aign drawing the installer shall notify the engineer Irrimedigtely. 6. If the integrity of the existing will is sub standord, the `Instoiler shall notify the engineer immediately for re—deflgn. II II II I�-77v7../� I 11 I I I I EQUAL 17 EG UA I I I I 7t � II II IfI II II II II II II II II II II II II II II II II II -- � _I ____—__—._. ___—.___.._._ _---__....—_ II III�—_—^ _ II II I i.___--___IL�..__-----JL:.T_� _ �_�L—___--- dl ------ _11 -------- I � 12'-0' i XI 4 ALUM. E1,01 TOM CHOF'.D -�-- C , OF""r" a , LVA`s I 1 7 E 3/4' - 1'-0' Inv1...I/" At 11hv4 'Y'^o r^1 I/'1pn MASONRY WALL_7 19 XI4 X/_4 MALUM. <".ONT Na' THK. STAINLI:SS STEEL CLAMP 24 3/o'DIA. X4'L. REDHEAD EXP. BOLI' W/ V WASHER CANOPY ATTACH DETAIL TYPE 'Am AOR WOOD GGNNEGTION U6(_ 3/855' LAG WLT8 IN PLACE GF 3/8' EXPANWN BOLTS I" 2" -- — - i " DIA. y� THS. fd1TA1NLr=s STEEL. CLAMP SGl4LE 3' - 1'-0' NOTES: 1) CONTRACTOR TO VERIFY DESIGN, DIMENSIONS 4 .QUANTIFY C A'_L CANOPIES W/ PROJECT ARCHITECT ON SITE 5EEORE FABRICATION. 2) SUNBRELLA GANVA5 COVER SCREWED TO, 'ri,P.' dN ALL C 4NVAS CANOPIES. 3) ALL CONNECTION TO BE TICS WELD TYPICAL. 1. Ail design, fabrication., Installation and construction shall conform to the following specifications, unless specifically n(:ted otherwise on the drawing. • The Florlda ',Building Code 2001 • The 1997 Standord Building Code • The 2000 lnternationol Building Code • American Institute of Steel Construction, inc Manual of Steel Construction (9th Edition). • American Welding Society ANSI/AWS D1.1-2002 Structural fading Code — Steel • The i Aluminurfi Associ !tion Design` Manual, Current Editl6n. 2. All 'componer `rs shall be las listed below, unless noted: otherwise: • All structural aluminum shall be 6063—T5, or equal. Mechanical wall fasteners. shall be installed according to ` �nanufacturers specifications. All ferrous care! non --ferrous materials shall be adequatelyy sejparated to prevent corrosion. • All bolts in contact with aluminum shall be galvanized or stoinles.a steel. Stainless ste d bolts vhali be AISi 30 or 316. • Steel bolts shall be A325 or equivalent. • All exposed materials shall be properly protected from weatheHng and/gar corrosion. 3. All field welds shall be made by a welder certif?ed In the specif1 d position. 4. The structures has ber,n deslgn.ed to withstand a 110 rnph wind speed (fastest rrt11a) and a 130 rnph (3 sec gust) with an overall maximurn design pressure of 36.7 psf accordin?5" to ASCE 7-93 and ASCE 7- 9.8 r zapectively with rmax overall height. 5. If existing anis proposed conditions are not as detailed In this de.aign drawing the installer shall notify the engineer Irrimedigtely. 6. If the integrity of the existing will is sub standord, the `Instoiler shall notify the engineer immediately for re—deflgn. W Q. EDUARDO ROSA CHECKED DATE 01-28-2003 SCALE AS SHOWN JUB W 041 SHEET 2 T1«.� 1-- l.l! � � I r- m � Z 0 Q � O cel > WLL _U r .� «i Ci O Eli ,'tt V� � w � N tu W Q. EDUARDO ROSA CHECKED DATE 01-28-2003 SCALE AS SHOWN JUB W 041 SHEET 2 T1«.�