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HomeMy WebLinkAbout1700 Old England LoopCITY OF SANFORD PERMIT APPLICATION Application H: `_ ©'!� Submittal Date: � -7 Jori Address: t-i�leuElU� L��` C/L�1= �- Value of Work: $ J% f Parcel IQ: /YJ"i� C- �� � ^ �✓C- "' ���� Zoning: Historic District: Description of Work: �-tl �� �i���L- LUQ- Square Footage: ........................................................ ................................................................ Permit Type: Building\ Electrical ❑ Mechanical ❑ Plumbing ❑ hire Sprinkler/Alarru Q Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ElChange of Service El Temporary Pole El Mechanical: Residential 13 Non -Residential Q Replacement 11New ❑ (Duct Layout & Energy Calc: Required) Plumbing/ New Commercial: # of Fixtures."' # of Wate „ r &Sewer Lines # of Gas Lines PluPl mbing/New Residential # of Water Closets __ _ Plumbing Repair - Residential ❑ Commercial El O upancy Type: Residential ❑ Commercial J1 Industrial ElOccu ane Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ...............................................................................................• Property Owner. -a' k F -o -b ir:/�Urt �� Contractor: Z�iS �/�� .� Address 'O(-' 2 ` 1\1' (:>1 1A ' tr)Cf Y` Address: 111�1?LI,� `7 l LCA1�2C1��C�1� F _ �2- 0 Wq—'; r T- . Ph G? )�5-9 State License Number:LkC 3'x�� . Phone: 33� > s7 ` E-mail _ : " Mortgage Lender: Bonding Company Address. Address _ Architect/Engineer: PCC%(%1�/�/�L/drlJ Phone:�� Address: '��u 9,go wp'PLY/V•T G6,e,, AL.'rY1-t400fC- 5 lYr'L61}Fax: C�Cii -��l ��- 06617 Plan Review Contact Person: 1b1 G�i'f Z�l"� _ Phone `r7� Fz� 65 E-mail: Z G 1 61) Application is hereby made to obtain a permit to do the work and installations its indicated. l 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. 1 understand that it 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 artd 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; CONSULTwi'm 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 owne r of the property of the requirements of Florida Lien Law, 1`3�71-3 ' Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _-__ Personally Known to Me or — Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTTL: - FD: Agent's Name Signature of Notary -State of Florida Date y�,, MY COMMISSION # ➢17629096 " �+ Qy3 F.XPIRES:Fabniary23,2U11 Contractor/Agent is di 1Rally 1 aw rytwisMu v Cu. Produced ID S ENG: BL.DG:. M STRATFORD POINT APARTMENT 1700 OLD ENGLAND LOOP BLDG. 11 , UNIT 11 SANFORD, FL. 32771 DESIGN CRITERIA SCOPE OF WORK: REPAIR OF FRAME WALL AND WINDOW APPLICABLE BUILDING CODES 1. FLORIDA BUILDING CODE, 2004 2. FLORIDA FIRE PREVENTION CODE, 2002 3. LIFE SAFETY CODE, NFPA 101, 2000 ED. 4. FLORIDA MECHANICAL CODE, 2004 5. FLORIDA PLUMBING CODE, 2004 6. FLORIDA ELECTRICAL CODE, 2002 7. ACCESSIBILITY CODE - CHAPTER 11, FBC 2004 STRUCTURAL DESIGN CRITERIA BASIC WIND SPEED = 120 MPH REGION INTERIOR WALL LOAD = 5 MPH WIND IMPORTANCE FACTOR, ALL BUILDING CATAGORY = 1.0 WIND EXPOSURE = TYPE B INTERNAL PRESSURE COEFICIENT, ASCE 7-98 =.18 (FULLY ENCLOSED) COMPONENT AND CLADDING ZONE 1 (ROOF) W/ EFFECT. WIND AREA 100 SF = -19.9 PSF ZONE 4 (WALL) W/ EFFECT. WIND AREA 100 SF = -20.4 PSF ZONE 5 (WALL CORNER) W/ EFFECT. WIND AREA 100 SF = -22.6 PSF CODE SUMMARY BUILDING USE AND OCCUPANCY CLASSIFICATION: RESIDENTAIL - GROUP R2 (EXISTING) CONSTRUCTION TYPE: TYPE: N/A (EXISTING) ALLOWABLE HEIGHT: N/A (EXISTING) MAXIMUM NUMBER OF STORIES: NIA ( EXISTING) MAXIMUM BUILDING AREA: N/A (EXISTING) Structural plan review is limited to a general survey for code compliance. Nc I eview is implied nor was taken to I erify structural adequacy Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 DATE 05.03.07 PLANS REVIEWED JOB No. CITY OF SANFORD DRAWN BY D.S. DRAWN BY PERMIT# INDEX TQ DRAWINGS SHEET. No. SHEET TITLE � Q A-0 COQ/ER SHEET W CE A-1 EXIST. &NEW FLOOR PLANS, AND EXIST. & J NEW EXTERIOR ELEVATIONS Q � o PROJECT SITE 6iNh VICINITY t%wlAf= `v' N.T.S. ^— — Revision General Project Architect C) Cl) u, in�� �C\.o LL1 CQ N U —� LL cD Lu �--Z ZF CD a- LL acf) ML,Jco 1--- z LU 00 wQm U Q m Sheet Seal Sheet No. Aso OF GENERAL CONSTRUCTION NOTES: 1. The complete installation to be in accordance w/ local codes & ordinances, Standard Building Codes, National. Plumbing Codes, National Electrical Code, applicable state and federal codes and OSHA requirements. Submit proposed methods and schedule of work to the owner for review. 2. Prior to the start of work. Schedule shall indicate work sequencing to prevent unnecessary interruptions or inconveniences to existing operations. Contractor to coordinate his work with work of others. The contractor shall verify all existing conditions & dimensions in the field prior to commencing work & shall report all discrepancies in the drawing & existing conditions to the Owner & Architect prior to construction. 3. Contractor to visit site prior to submitting bid to familiarize himself with scope of work. Visitations to be scheduled with the Owner. Contractor to include and pay for all permits and fees as may be required. 4. To construct this project contractor shall insure his workers & their work. 5. All electrical equipment shall bear U.L. label. All electrical works & design to be performed by licensed electrical contractor. 6. Contractor to guarantees the work and equipment fora period of one year after date of acceptance by owner. Confirm locations, mounting heights, etc, of all devices with manufacturer and/or Owner prior to installation. Provide all necessary blocking for support of wall mounted equipment. 7. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions & pitches as may be required to attach & accommodate other work. Contractor is responsible for shoring & bracing all works. All must be, approved in writing prior 'to construction. 8. All details and sections shown on the drawings are intended to be typical & shall be constructed to apply to any similar situation elsewhere in the work except where a different detail is' shown. 9. Some existing structural framing, rafters and connections may require repair and upgrade to comply with recent changes in the building codes. 10. Cutting and patching; Contractor to include all cutting and patching of walls, floor, ceilings, and root as may be required for the execution of the work. General: Do not cut and patch structural work unless such proposed cutting and patching is submitted to the owner for approval before proceeding. Do not cut and patch operational and safety related components in any way that reduces their performance, operational life or their safety, or that increases maintenance. Do not cut and patch interior spaces in a manner harming either the visual appearance or resulting in substantial evidence of cut and patch work both as judged solely by the Owner. 11. Finishing: , Finish patch to match surrounding surfaces. Where necessary to eliminate evidence of patching. Extend finish restoration onto related adjoining work where patch occurs in painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coats. Prepare -surrounding surface for such pain -Ling to produce a lasting finish coat. 12. Conferences: Well in advance of beginning any work requiring coordination with other trades, meet at project site with installers and manufacturer's representatives to review necessary procedures and work schedules. Advise Owner of scheduled meeting,dates. Record significant discussions of each meeting, agreements, disagreements, along with plan of action. Distribute* record of meeting promptly to everyone concerned. Do not proceed with work unless agreement. is reached or owner issues instructions. 13, Workmanship Standards: Investigate and maintain procedures to ensure that all persons performing work at site are skilled & knowledgeable in methods, craftsmanship, and safety precautions needed to produce high workmanship. Remove and replace work which does not comply with workmanship standards as specified and as recognized in the construction industry for the applications indicated.. 14. Clearing / Protection: Contractor shall clean and protect work in progress & adjoining surfaces & areas on a basis of perpetual maintenance. Apply suitable protective covering on newly installed work, or clean and perform maintenance as frequently as necessary until completion and acceptance of work by Owner. Cleanup of contractor's work shall be performed at end of each day's work, so as to not interferes with ongoing facility operations. 2x 5TUD CONT. TO ;TOP PLATT~ VERTICAL HORIZONTAL 5PIKE5 1D 1211 TOP PLATE 2-2x 6TUPS, HEAPfwR-CONT- UNDER LINTEL5 W1 GLUE 4 NAILED OPIEFNING6 LESS U61NG 1/21, FLYU)P. THAN 5'-0" FLITCH HEADER SCHEDULE__ OPENING WIDTH BEARING WALL NON-BEARING O.C. OR WALLS ... 2x_,, \ 6HEARWALL 51MPSON 01-011 TO 31-011 2-2x(o'S 2-2x4'5 31-111 TO 51-0(1 2-2x10'5 2-2x4'5 51-111 TO 11-011 2-2x12'5 2-2x&'5 co , _r 2-2xI2 W/ 1/211 11-11, TO 91-011 PLYLUD, FLITCH 2-2x8'5 51t,IF50N 5i 2 TYP, 2X... I. USE HEADER SIZES AE30VE UNLESS OTHERWISE NOTED ON FRAMING PLAN 2. PRIMARY FRAMING WERE SIZED USING 1600 'F5' EXTRrzME FIFER IN eENDING(6INGiLE) 90 'FV' HORIZONTAL. SPEAR i�E 'E'MOIDULE5 OF ELASTICITY 3. JOIST, RAFTERS, LINTELS, F:Tr-, WERE SIZED USING, 1200 FEV EXTREME FIBER IN 5F_N[DING(51NGLF=) CONC. SLAIB,, 90 'FV' HORIZINTAL SHEAR IroE 'E' MODULES OF ELASTICITY OFEN ING REINFORCEMENT ;3411 _ 1 1-5011 2x... TOP P_ MSTA24 1!D EA. JAM�3 EDULE_ 2 11 X.11 �5CN $FH4 51DE OF OPENING. tEX15TING PARTIAL FLOOR P1,74N- 1/211 DRYWALL . . ............. .... --- WINDOW HEADEFP_ (5r=E HEADER SCH. TH15 5HT. T EE D RI; F � L' 'EIF 5 6, 4 R Y NO STRUCTURE DAMAGE AE50VE HEADER 2nd. FI -R. F.F. &TUC - TO M 1=X15' ARIA AND F EXI&TING; f=AfRTIAL ELEVATION - Sr_ -ALE. AI_-UMN- W[Nr-)CW UPLIFT NAIL .SPACING INSTALLATION [DETAII-) 5TUCC0 FIN. (MATCH EX15T.) OVER I5#0 FELT PROVIDE BLOCKING WINDOW 51L L. AND 1/a" F-LWr->, 0 ALL 5HEATHINe3 EDGES MATCH EX15T. 5HE.4THING STRAP. 5FEF ;==ATT IM -4;111 STlNr_:; 40E5o SH )OW TO E31EE INSPECTED AN -T' DAMAGE AND 1I__ACr=r_::1 IF NF_C_F=5514RT [a I a MMIII Revision Generali DATE 05.03-07 JOB No. DRAWN BY D,S. DRAWN BY Project I < Architect VERTICAL HORIZONTAL C: W LU F SPACING 0) CD 1/16" ed 0 �5 U5 (D CD O.C. LU Z Z E � ... 2x_,, \ 51MPSON 5H[-:,ATHING W. W 89 W I - Z rte. 4 c) (0 0 (73 EA. Sir -)F- - -3 CD 1-, 4 CD co , _r =111=111111101111 Seal 511 -11-50N f HEADED 5F=>I TYP. 2'�x... J,4 X /WINDOW OPENING D P3 L FULL STUC 2 "x... &IMF EA, OFEN ING REINFORCEMENT ;3411 _ 1 1-5011 2x... TOP P_ MSTA24 1!D EA. JAM�3 EDULE_ 2 11 X.11 �5CN $FH4 51DE OF OPENING. tEX15TING PARTIAL FLOOR P1,74N- 1/211 DRYWALL . . ............. .... --- WINDOW HEADEFP_ (5r=E HEADER SCH. TH15 5HT. T EE D RI; F � L' 'EIF 5 6, 4 R Y NO STRUCTURE DAMAGE AE50VE HEADER 2nd. FI -R. F.F. &TUC - TO M 1=X15' ARIA AND F EXI&TING; f=AfRTIAL ELEVATION - Sr_ -ALE. AI_-UMN- W[Nr-)CW UPLIFT NAIL .SPACING INSTALLATION [DETAII-) 5TUCC0 FIN. (MATCH EX15T.) OVER I5#0 FELT PROVIDE BLOCKING WINDOW 51L L. AND 1/a" F-LWr->, 0 ALL 5HEATHINe3 EDGES MATCH EX15T. 5HE.4THING STRAP. 5FEF ;==ATT IM -4;111 STlNr_:; 40E5o SH )OW TO E31EE INSPECTED AN -T' DAMAGE AND 1I__ACr=r_::1 IF NF_C_F=5514RT [a I a MMIII Revision Generali DATE 05.03-07 JOB No. DRAWN BY D,S. DRAWN BY Project I < %'-II -__ - I 2x4 F.T PL4' ATE WDIA ANCHOR 5TRUC1uRAL SHEATHING SINGLE NAIL EDGE SPACING Sheekt­_T_i_t[_6 eOLT5 (0X3) A301 W12>e� 2x4 &TUp!5EXTERIOR WALL SHEATHING �1 WASHERS AT 24"O.0 4 AT It COFNEFR5, F=Nr-) WALLS AND FLOOR FIN, EACH 51DE OF OPENINGS ANP 15145E NOT SHOWN EXIT. TNA SPAGINCz 12" IN FIFELD STUD SPACING a GRADE PEER PLAN Is FXTPRIOR GAI!3Lr= END 514177ATHING 4`4 XAV_-XD 9e r—OWV—N ©RIVEN COATED SCREW NAIL$ MAY 13E USED IN LIEU OF 0d COMMON NAILS WITH k. N':,• REDUCED 5FACINr-i AS NOTED E31EHLOW. . ..... CHANGES 12" SPACE C14ANGES TO a", 61 41t OR 311 CHANGES TO 4", AND THE EXISTIN,-, TU e\ ' 5HEATHING Architect VERTICAL HORIZONTAL C: W LU F SPACING 0) CD 1/16" ed 0 �5 U5 (D CD O.C. LU Z Z E � 0 CL 1-1- 0-n— Cl) 5H[-:,ATHING W. W 89 W I - Z rte. 4 c) (0 0 (73 W aa - -3 CD 1-, 4 CD co , _r =111=111111101111 Seal %'-II -__ - I 2x4 F.T PL4' ATE WDIA ANCHOR 5TRUC1uRAL SHEATHING SINGLE NAIL EDGE SPACING Sheekt­_T_i_t[_6 eOLT5 (0X3) A301 W12>e� 2x4 &TUp!5EXTERIOR WALL SHEATHING �1 WASHERS AT 24"O.0 4 AT It COFNEFR5, F=Nr-) WALLS AND FLOOR FIN, EACH 51DE OF OPENINGS ANP 15145E NOT SHOWN EXIT. TNA SPAGINCz 12" IN FIFELD STUD SPACING a GRADE PEER PLAN Is FXTPRIOR GAI!3Lr= END 514177ATHING 4`4 XAV_-XD 9e r—OWV—N ©RIVEN COATED SCREW NAIL$ MAY 13E USED IN LIEU OF 0d COMMON NAILS WITH k. N':,• REDUCED 5FACINr-i AS NOTED E31EHLOW. . ..... CHANGES 12" SPACE C14ANGES TO a", 61 41t OR 311 CHANGES TO 4", AND THE EXISTIN,-, TU e\ ' 5HEATHING NAIL VERTICAL HORIZONTAL FIELD REQIP, SIZE SPACING ,PACING $PACING 1/16" ed 62 1 0. C. 611 O.C. O.C. STRUCTURAL 5H[-:,ATHING SHEATHING NAIL vFRTIC-Al- HORIZONTAL FIELD RE01p, SIZE SPACING SPACING 6f -ACING; 1/1(011 CTU STRURAL od 411 O.C. 41, oC. all O.C. SHEATHING 25TT, FOOTING WALL 5EECTION 5HF=ATHING 4 U. M JIMMI Sheet No. o. 4-J U. M JIMMI Sheet No.