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Home My WebLink About2921 Orlando Dr (22)Permit Jul) Address: rf 1 ,A') 0 Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION V 4%' Zoning: – Value of Work: $_L i or.) Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool — Electrical; Electrical; New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: 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 Conunercial _ Occupancy Type: Residential Commercial Industrial 'Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) ■. ter■ Parcelff: 6 / - b t:- Owners Name & Address: Contractor Name & Address: —2�C ill -- Phone N Bonding < Address. Mortgage Address: -t -?-) & (Attach Proof of Ownership & Legal Description) Phone j9'e' oRn Architect/Engincer: :.Phone Address: :Fax T U1.7 _tot_.VUJ :. Application is hereby trade to obtain a permit to do the work and installations as indicated. ,i certify that no work of installat' has commenced prior to the "' , N• issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this juiisdic t Nish e((s at a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HE I ' ' AItI S, AIR CONDITIONERS, etc. '? OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable r ulatirrg construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY11,1Q, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATI 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 pub lie records of this county, and there may be additional penuit. required front other governmental entities such as water management districts, state agencies, or federal agencies. Proceptance of permit is verification t t I will tify t' owner of the property of the requirements of Florida Lien S 713.t, tUI ,t Signature of owner Agent Date t ° Signature of Contractor/Agent Dale m'' o� cd kk � PiOwner/nte a� PPI,nt C ntra� A� `ime Signature of Notary -State of Florida, Date a Signa u c r"IVbtaty--State of Florida ate f' rJ Owner/Agent is Personally Known to Me or Cyntra-tor/Agent is _Personally Known/ to Me or 1 r o } _ Produced tD �'roduecd ID APPLICATION APPROVED BY: Bldg: �m O r� �O "zoning: `C %I a -s' iP3 Utilities: FD: (Initial & Date) (Initial &Date) (Initial & Date) (initial & Date) Special Conditions: V I'XI'xYs" ALUM. TOP CHORD — I'XI"XY8'I ALUM. CONI'. --- _ -� I� II II I II II II II I II II II II II I II I� II CANAS FIRE515T I I I I II I'XI'> 1'XI'X1va' , SCANDINAVIAN COVERS, INC [ � 2716 111ORSYTH ROAD, SUITE 108, WINT:IOR PARK, FLORIDA 32792 -" PHONE (407) 077-8663 e FAX (407) 077-7116 r' www, scarlcoversinc. rig; t 12'-0' I'XI'> Y/W ALUM. BOTTOM CHORD GANOF-lr *13 F LAN VIEW SGALE 3/4' = 1'-0" Im rxr> /8" ALUM. TOP GI -LORD I"XI"xYs11 ALUM. CONT.- 41 II II II II II II II II II II I II II II II EaUAL �� EQUAL II II II II II II II � II II II II II m II II II II II II II II II II II---.._.___ -------- J L - - - - - - - - -- - - - - - - - - - - - - - - ..-_.._._.._----._Il.__.---_._.-_----_._---1----....._._...... 121-0' I'XI'xeY' ALUM. BOTTOM CANA5 FIRE515 r I e%l Iytj r -In III'tl 1. 1 1 \./I I Vf'f�✓I.{./ SCALE 3/4'= 1'-0' i I'XI'X03' ALUM. TOP CHORD — I "XI "ova' ALUM. CONT. II II, II II II I II � II II II I II II II II II EG�UAL EKaUAL EQUAL 12'-0' I'XI'> Y/W ALUM. BOTTOM CHORD GANOF-lr *13 F LAN VIEW SGALE 3/4' = 1'-0" Im rxr> /8" ALUM. TOP GI -LORD I"XI"xYs11 ALUM. CONT.- 41 II II II II II II II II II II I II II II II EaUAL �� EQUAL II II II II II II II � II II II II II m II II II II II II II II II II II---.._.___ -------- J L - - - - - - - - -- - - - - - - - - - - - - - - ..-_.._._.._----._Il.__.---_._.-_----_._---1----....._._...... 121-0' I'XI'xeY' ALUM. BOTTOM CANA5 FIRE515 r I e%l Iytj r -In III'tl 1. 1 1 \./I I Vf'f�✓I.{./ SCALE 3/4'= 1'-0' i I'XI'X03' ALUM. TOP CHORD — I "XI "ova' ALUM. CONT. 12'-w' ' AL.Ut-1. E30TTOM CHORD CANOPY il"V4 ELEVATION, SCALE .3/4' = 1'-0' i'XI'XYe' ALUM. WEB5 TYP, 111 \,. 11—t/.1 AI I IM Y'/lO r1 1,-% SCALE 3/4'-_'1'-0' r, a d a ,aC A PLANS IzV.VIEV my OF SANFORD MASONRY WALL. -- I'XI'XYa' ALUM. (,-ONT. --_1 I/ / Ye" 'r� . STAINLE6 �,,, III j STEEL CLAMP � 24" OIC I� 3/a'DIA. X4'L. REDHEAD EXP. BOLT U1/ ya' WASHER CANOPY ATTAC�4 DETAIL TYPE 'A' 6CALE: KT.6. "gyp CONNtGTION U61: 3/8'X5' LAG BOLT6 IN PLA X- Or- 3/8' EWAN6k7N BOLTS I' 2" _ -7 5,rEEL C:I—,4MP SCALE 3'- I'-0* NOTES: 1) GONTRACTOR TO VERIFY DESiGN, DiMIEN51ON5 4 aUA•ITITY OF ALL CANOPIES UJ/ PROJECT ARCHITECT ON SITE BEFORE FABRICATION. 2) SUND-RELLA CANVAS COYER SCREWED TO ALUM. i. r-RAME UJ,,' Y4'><Y"I_. SCREUJ5 m Ar` cD/C _ t, N .ALL CANVAS CANOPIES. 3) ALL CONNECTION TO BE TICS WELD TYPICAL. ENEB .U 0fJ . 1, All design, fobricatlor, installation and construction shall conform to the following specifications, unless specifically mated otherwise on the drawing. • The Florida Duilding Code 20101 • The 1997 Standard Building Code • The 2100 Int,)rnatlonoi Building Cede • American Ins4ltute of Steel Construction, Inc Manual of S#.':gel Construction (9th Edltion). • American Wei '-!'ng =ng Soclpty ANSI/AWS D1.1-2002 Structural Welding Cole Steel • The Alurninvni Assoc(,ition Design' Manual, Current Edition. 2. All 'components shall be as luted below, unless noted otherwise^: • All structural aluminurn shall be 6063-•-T5, or equal. • Mechanical *=:ill fasteners shall be Installed according to rnonufac turers speclficatIons. • All ferrous rar non-- ferrous materials shall be adequately sf�►aarated to prevent corrosion, • All bolts (n con -tact w1th aluminurn shall be galvanized or stainles.* steel. • Stainless steel bolts shall be AISI 304 or 316. Steel bolts s*-loil be A,325 or egU(valent, • All O..posed materialsshall be properly protected from weathering and,/or corrosion, 3. Ali field weldn shall ba made by,a welder certified In the speclfli�d position. 4. The structure has bei„ deslgn.ed to withstand a 110 mph wind speed I,fastes( mile) and a 130 mph (3 sec gust) with can overall rna�imum design pressure of 36.7 psf occordin?5':'max tASCE 7-93 and ASCE 7. 9.8 respectively with, overall height. S. if existing and proposed conditlops are not as detalled In this ' de,s(gn dr'win the installer shall notify the engineer Immed(ptely. 6. If the Integrity of the existing wpl( is sub- stondard, the Installer- shall notlfy the engineer immediately for re --design. II II, II II II I II � II II II I II II II II II EG�UAL II II EaUAL II II II II II II � II II. II II II II II II II II m II II II II II _-----—------------------------ — -----— ------- I II II II IIII I �--__--__IL__—_--_JL.-------JL—_____--—____—__11__-_____ � Irl. -1 12'-w' ' AL.Ut-1. E30TTOM CHORD CANOPY il"V4 ELEVATION, SCALE .3/4' = 1'-0' i'XI'XYe' ALUM. WEB5 TYP, 111 \,. 11—t/.1 AI I IM Y'/lO r1 1,-% SCALE 3/4'-_'1'-0' r, a d a ,aC A PLANS IzV.VIEV my OF SANFORD MASONRY WALL. -- I'XI'XYa' ALUM. (,-ONT. --_1 I/ / Ye" 'r� . STAINLE6 �,,, III j STEEL CLAMP � 24" OIC I� 3/a'DIA. X4'L. REDHEAD EXP. BOLT U1/ ya' WASHER CANOPY ATTAC�4 DETAIL TYPE 'A' 6CALE: KT.6. "gyp CONNtGTION U61: 3/8'X5' LAG BOLT6 IN PLA X- Or- 3/8' EWAN6k7N BOLTS I' 2" _ -7 5,rEEL C:I—,4MP SCALE 3'- I'-0* NOTES: 1) GONTRACTOR TO VERIFY DESiGN, DiMIEN51ON5 4 aUA•ITITY OF ALL CANOPIES UJ/ PROJECT ARCHITECT ON SITE BEFORE FABRICATION. 2) SUND-RELLA CANVAS COYER SCREWED TO ALUM. i. r-RAME UJ,,' Y4'><Y"I_. SCREUJ5 m Ar` cD/C _ t, N .ALL CANVAS CANOPIES. 3) ALL CONNECTION TO BE TICS WELD TYPICAL. ENEB .U 0fJ . 1, All design, fobricatlor, installation and construction shall conform to the following specifications, unless specifically mated otherwise on the drawing. • The Florida Duilding Code 20101 • The 1997 Standard Building Code • The 2100 Int,)rnatlonoi Building Cede • American Ins4ltute of Steel Construction, Inc Manual of S#.':gel Construction (9th Edltion). • American Wei '-!'ng =ng Soclpty ANSI/AWS D1.1-2002 Structural Welding Cole Steel • The Alurninvni Assoc(,ition Design' Manual, Current Edition. 2. All 'components shall be as luted below, unless noted otherwise^: • All structural aluminurn shall be 6063-•-T5, or equal. • Mechanical *=:ill fasteners shall be Installed according to rnonufac turers speclficatIons. • All ferrous rar non-- ferrous materials shall be adequately sf�►aarated to prevent corrosion, • All bolts (n con -tact w1th aluminurn shall be galvanized or stainles.* steel. • Stainless steel bolts shall be AISI 304 or 316. Steel bolts s*-loil be A,325 or egU(valent, • All O..posed materialsshall be properly protected from weathering and,/or corrosion, 3. Ali field weldn shall ba made by,a welder certified In the speclfli�d position. 4. The structure has bei„ deslgn.ed to withstand a 110 mph wind speed I,fastes( mile) and a 130 mph (3 sec gust) with can overall rna�imum design pressure of 36.7 psf occordin?5':'max tASCE 7-93 and ASCE 7. 9.8 respectively with, overall height. S. if existing and proposed conditlops are not as detalled In this ' de,s(gn dr'win the installer shall notify the engineer Immed(ptely. 6. If the Integrity of the existing wpl( is sub- stondard, the Installer- shall notlfy the engineer immediately for re --design. y-- EDUARDO ROSA CHECKED DATE 01-25-2003 SCALE AS SHOWN JOB nu 04`1 SHEET 2 4� I v Irl. -1 JU 5 V � V) iv O Q cf1 cn � LL. r M ISI 6T 0- tu t� _ J y-- EDUARDO ROSA CHECKED DATE 01-25-2003 SCALE AS SHOWN JOB nu 04`1 SHEET 2 4� I