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HomeMy WebLinkAbout118 N SummerlinCITY OF SANFORD 2011; BUILDING & FIRE PREVENTION a PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: ,/ / :J /L/ " At,,, � t r r `&'ru Historic District: Yes ❑ No ❑ Parcel ID: -94f.-) ._/"l �. -� % ", -C.> f'—r ;✓ c `- i.. /!'' Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration l J Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 4.5 et r j" 1 A -e Plan Review Contact Person: ��: �� _J1 %C r j Title: Phone:. " Fax: Oil) - Email: v % ic­ l-. K, /e'a't✓'- Property Owner Information Name Phone: Street: '2/ ."���.�y r.d�l+'.J ,-1 `y' Resident of property? City, State Zip: , �r �"c> •� _-2 -7-2 Contractor Information Name Phone: w Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEC'T'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF COMMENCEMENT. 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, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5a' Edition (2014) Florida Building Code o Revised: June 30, 2015 Permit Application e_—>i A B C 5 10- GENERAL NOTES TO GENERAL CONTRACTOR 11- 12 - 13 14 15 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK. 2 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND U) ITE` A 0� RESTRICTIONS ENFORCED BY AUTHORITIES HAVING JURISDICTION. EN" I G N C x KI Wqji� Z 3. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL THIS IMPROVEMENTS FOR EXISTING DIMENSIONS ON FLOOR PLANS INDICATE NOMINAL WIDTH UNLESS LLJ A- I - COVER SHEET. OTHERWISE NOTED ON DRAWINGS. DETAILS SHALL GOVERN OVER PLAN RESIDENCIAL STRUCTURE HAS BEEN DESIGNED W -W A-2 - SITE, FLOOR, FRAMING PLAN & ELEVATION. Z U) AND ELEVATIONS DRAWINGS. LARGE SCALE DETAIL SHALL GOVERN "tt IN ACCORDANCE WITH THE REQUIREMENTS OVER SMALL DETAILS. W Z WECO OF THE FLORIDA BUILDING CODE 2014 VERSION, ..2,9 ;-.� Wl �HHII 4. IT SHALL BE THE RESPONSIBILITY OF THE G.C.TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE G.C. RESIDENTIAL CHAPTER 3 SECTION R3 01 J SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR (I DESIGN CRITERIA AND ASCE 7-10. OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. WIND LOAD REQUIREMENTS EMPLOYED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE IN THE DESIGN OF THE STRUCTURE: SITE AS REQUIRED IN THE CONTRACT DOCUMENTS. 6. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE U) SC(DPE OF WORK 1. BASIC WIND SPEED - (3 SECOND GUST) 140 MPH.(53 m/s) GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN w CONDITION AT ALL TIMES DURING CONSTRUCTION. V Lilt = 140 mph. V asd = 108 mph. NNW= 2 7. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY REBUILD BALCONY. 2. BUILDING CATEGORY R- I. ENCLOSED PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND NEW WOOD COLUMNS. 3. IMPORTANCE FACTOR 1. 00 WIND SPEED B WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE FRAMING FOR BALCONY OVER 2X6 WOOD. 1 -4 LOCAL, STATE, AND FEDERAL REGULATIONS. RE -USING ORIGINAL WROUGHT IRON. .4. INTERNAL PRESSURE COEFFICIENT IS 0.18. 0 ry 8. NEITHER THE OWNER NOR THE GENERAL CONTRACTOR MAY NO MAKE FLOOR FRAMING PT. WOOD. S. DESIGN PRESSURE (WORST CASE CONDITION) - CHANGES TO THE SPATIAL RELATIONSHIPS ,MATERIALS, FINISHED LL COMPONENTS & CLADDING: +36.1 PSF / -41.4 PSF FENESTRATION, BUILDING AESTHETICS, STRUCTURAL SYSTEMS, CONNECTORS, MECHANICAL SYSTEMS, FIXTURES, AND HVAC 6. UNIFORMLY DISTRIBUTED LIVE DISTRIBUTION, ELECTRICAL SUPPLY AND DISTRIBUTION PLUMBING LOADS EMPLOYED IN THE DESIGN - 40 LIVE LOAD DISTRIBUTION AND PLUMBING FIXTURES, ACCESSORIES AND ANY OTHER LIVING AREAS - FLOORS - 30 PSF ITEM INCLUDE IN THE SIGN AND SEALED DOCUMENTS PREPARE FOR THE A FACTOR 0.43 PSF -0.73 PSF ARCHITECT AND APPROVED BY THE AGENCY WITH JURISDICTION. 9. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACTOR LEulkL DESCyx`t1Pr1_110__Nk_r ROOF LIVE LOADS - 20 PSF- EXPOSURE B DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH FACTOR 0.41 PSF - 0.92PSF THE ARCHITECT ANY DISCREPANCIES WHICH MAY OCCUR PRIOR TO LEC LOTS 14 + 15 + LOT D BLK 2, MY -FAIR COMMENCING ANY CONSTRUCTION. PB 3 PC 35.PARCEL ID # 30-19-31-504-0200-0140 NO WIND-BORNE DEBRIS REGION u Z 10. ALL FIRE -RATED CONSTRUCTION SHALL CONFORM TO U.L. TESTED LEC LOTS 8 BLK 5, MYFAIR STANDARDS AND \OR LOCAL REQUIREMENTS. 00 PB 3 PC 35. PARCEL ID # 30-19-31-504-0200-0080 U 11. ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY ACCORDING TO THE PLAT THEREOF WITH UL & ALL APPLICABLE CODES & ORDINANCES. AS RECORDED IN PLAT BOOK PAGES 3 AND 35 ,OF 12. DIMENSIONS ARE TO COLUMN GRID OF MASONRY/CONCRETE/PRECAST, THE PUBLIC RECORS OF CITY OF SANFORD, FLORIDA FACE OF METAL/WOOD STUD (UNLESS NOTED OTHERWISE). 13. CONTRACTOR TO PROVIDE& INSTALL 2A10BC FIRE CLASS A LIGHT A WK, 3 (LOW) HAZARD FIRE EXTINGUISHER AS REQUIRED BY LOCAL FIRE MARSHALL COORDINATE LOCATIONS PLACEMENTS WITH FIRE 1-111d 0 _77' MARSHALL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 751 OF TRAVEL TO AN EXTINGUISHER. EX TER [OR s IMPRU" VEMEN TS g nigw a 14. ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH pap- . . . . . . . . . NFPA 101, SECTION 10.2.3.. 4 15. NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS W-1 . . . . . . . . 4 INDICATED AS 11WOOD" TREATED "WOOD", OR 11PT WOOD". SHALL BE TO THE 5t:4 TREATED FOR FIRE RESISTANCE. J,14, 16. JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A Y MINIMUM OF ONE STUD SPACE OR 24" BOTH HORIZONTALLY & 12' J VERTICALLY WHERE OPENINGS ARE MADE IN EXISTING RATED A J 1 .4 ? PARTITIONS, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSED, L THE EXISTING GYPSUM BOARD MY BE REMOVED ON ONE SIDE OF THE 4 t 5 J IJI. PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER -A STAGGERING OF THE JOINTS. 1_,z "a It 17. SEAL CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF N 4 WO-va RATED WALLS IN ACCORDANCE WITH APPLICABLE UL DESIGN AND L Of" A TED A T Date Mark D URI REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 4 V RE ISIONS L 18. PER FBC 712.6 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS SMOKE Xlp i 6" _2 BARRIE AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED ED TO 446 'CMWYAV� "SUM MERL-[N A VEO "d HAVE PROTECTED OPENINGS SHALL BE EFFECTIVELY AND 118 _N GENERAL NOTES 42.4, et a i� 'A v e p v% ff SCOPE OF WORK PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER Aw 2 DESIGN CRITERIA AV 0 LEGAL DESCRIPTION 14(h, 4th ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. SUCH T VICINITY MAP IDENTIFICATION SHALL BE ABOVE ALL DECORATIVE CEILING AND IN SITE LOCATION CODES CONCEALED SPACES. SUGGESTED SPACES SUGGESTED WORDING FOR 1U('01W COPY FIRE AND SMOKE BARRIERS: "FIRE AND SMOKE BARRIER -PROTECT ALL VCI Job Number: 83/16 M EIGHT, SHALL Date: 12/06/2016 OPENINGS. 'STENCIL LETTERS SHALL BE 2" MINIMUM 30-19-31-504-6),241010- 0-1140 NITY AP Project Director : OCCURS. NO MORE THAN 20f APART, AND NOT LESS THAN ONCE IN EACH N.T.S. Ricardo Lopez TENANT SPACE WHERE PARTITION OCCURS. Checked by: JEB 19. ELECTRICAL DEVICES WHICH OCCUR IN RATE PARTITIONS SHALL BE APPLICABLE CODES: o LOCATED SO THAT BACK BOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A. 2014 FLORIDA BUILDING CODE. BUILDING DEPARTMENT INFORMATION A MIN. HORIZ. DISTANCE OF 24".WHERE THIS REQUIREMENT CANNOT BE B. 2014 FLORIDA PLUMBING CODE. JURISDICTION: SEMINOLE COUNTY u') C. 2014 FLORIDA MECHANICAL CODE. REVIEWED FOFj CODE COMPLIANCE MET. BACK BOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE 1101 E 1St BACKED WITH GYPSUM BOARD TO CREATE A FIVE SIDES ENCLOSURE. D. 2011 NATIONAL ELECTRICAL CODE. PLANSEXAMINER 20. ALL DENOTED FUTURE TENANTS AR TO SUBMIT ALL REQUIRED E. 2014 FLORIDA BUILDING CODE, FUEL AND GAS. SANFORD, FLORIDA . - , 0- < DATE INTERIOR DRAWING & SPECIFICATIONS, INCLUDIN BUT NOT LIMITED TO F. NFPA 70,, NATIONAL ELECTRICAL CODE: NEC 2011 EDITION. PHONE: (407) 665-7506 (n ='O to 0 �1, 0 ALL EQUIPMENT, SHELVING, TENANT IMPROVEMENT WORK, AND WILL G. 2014 FLORIDA EXISTING BUILDING CODE. SANFORD BUILDING DIVISION < REQUIRED SEPARATE PERMIT FOR OCCUPANCY. ITEMS SHOWN UNDER A PERMIT ISSUED SHALLBECONSTRUED TO BE A �e THESE SET OF CONTRACT DOCUMENTS ARE ONLY ITEMS TO BE LICENSE TO PROCEED WITH THE WORK AND NOT AS co AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET w INSTALLED BY LANDLORD SCOPE OF WORK. ASIDE ANY OF THEPROVISIONS OF THE TECHNICAL Sheet No. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 0 rHE BUILDING OFFICIAL FROM YHEREAFTER 0 REQUIRING A CORRECTION OF ERRORS IN PLANS, 6 0 QI­_ CONSTRUCTION OR VIOLATIONS OF THIS CODE A- 5 • �� ;n, -t - r"-. K,: ����.�„L} , � : , % � �;� Y,�% Y�� ..� .wm��, , �,, �r LOT 7 BLOCK 5 FIR 5/8" BLOCK CORNER P.P. FIP 1" w O 342.10'(M) 342.00'(P) U Z w O 89°23'19"(M) FIP 1" 15.00'(P) 14.83'(M) -----------------------2-2—O—N— 3'CONC WALL 261.03'(M) ---WMANHOLE -W-------------- --------- ------------ -------©FL-------- r j 5.56' — I® • ' :' ON10WREiFENCE •33'ON4,0`,... ® vi 34.0' �'• •: i'.•;dt 'O cri BOMB f SHELTER j ::•• ' �'a•e,� .,•�., 4i : a } h•' t %.'a! •' •a4t' v I (.,. u v' : .•'w•',:,'a,'� .,'•�"�' COVERED • ';�, :, , . i;, ., ' : •. ',: • ' v c ui ;! CARPORT .• . ,• „ . POOL ? b ' •4 : .. j' • a�.. d : !• �'+ CON ;RETE': .. e : .a • ' cu 94.81' PUMP 1 �__# t ' a. ', " TENN�S COURT , •:. �,,'••. �,;• , ;, ,: '. POOL a 40.0' j. • _'i. .. :.' 'J:70.l. •�.� ••:6: j . r �•'• a.' c N uu 0 ,0 EXISTING STORAGE I S LJL ' t—,• `t. EXISTING STORAGE �0 U' 16.9' a • w '' iIjIj ; . 17.0' 12.0' � in3♦ ---------50.25'-------------- 5.4h•.' .•• d♦ 14.7' 1 4. .6•', 1,14�I!l .•.,0 '�.� ' ' a• 4.t. '. .;0 00 EXISTING 32.11 00 RESIDENCE GARAGE o; . •• ,•'•'' LOT 8 COV AREA St. ag BLOCK j 5 i 16.0' 10.G' 15.3' j r,rrrr .rt, 1174' At FIR 1/2" 03CONC GUTTER LOT D BLOCK 2 260.96'(M) 'TBLOCK ONLINE ''BLOCK ONLINE I�I�I�I I rLOT 14 BLOCK 2 SUM_ ERL IN AVENUE 60' R/W (IMPROVED) FIP 1" SITE PLAN Scale: 3/8"= 1'-0" FIP V EXIST. RESIDENC REBUILD BALCO: 10'-4" A.F.F. BRG. MATCH TO EXIST EXIST. WINDOW 0'-0" ELEVATION_ FINISH FLOOR 'Ilia i I® ® vi M M 1 00 M ui Cd V •� Q I N uu 0 ,0 EXISTING STORAGE I S LJL EXISTING STORAGE Lu w •� 0 LO T - 0 N M U 0 u) ui0 0 EXISTING RESIDENCE TYPICAL GIRDER ANCHORS (SIMPSON ) AC} - (1) LUS26 W/ 4-16d ( UPLIFT 1165#) tlnIt 11 u n u b- -F -JL ( I jtj `l j_ jL_ _L 13'-8" SIMPSON LUS26 ( UPLIFT 1165#) UVININ Zt-,11.CUliZ X (4 I:WIN VEIN 111UINRL li C �PT:'W D '@ .C... .. .. (• „ .„ •• I1 .. .IMI. I- r7::r JLA= --L[ _ L]L- --J[ —1 13'-8" 13'-8" 2X6 WOOD BEAM ATTACH TO EXIST. RESIDENCE W/ 1/2"DIAX5" BOLTS EMBED 3" @ 24"O.C. EXISTING STORAGE FRAMING PLAN Scale: N.T.S 2 A-2 F BRG. ( 17'-8" A.F.F. PING SINGLES ROOF T WOOD POST ;ING ORIGINAL UGHTIRON !R LEVEL @ 10'-9" A.F.F LEVEL9'-1l" A.F.F. SON MST27- (UPLIFT 3700#) �L LATH S'T'UCCO 7/8" ?' PL YWOOD O ER sK INSULATE WALL R BARRIER AND ONE 3R OF EXPANDED IOND MESH FELT BACKING WHED W/ 1 1/4" LONG 16Ga. 'LES SPACED NO MORE THAN 16" T WOOD POST SON ABA44Z- (UPLIFT 6000#) IH FLOOR GRADE @ 0'-0" A.F.F. .OX. GRADE OSSSANFORD b SECTION BALCONY Scale: N.T.S 3 A-2 SITE PLAN FLOOR PLAN FRAMING PLAN ELEVATION SECTION Job Number: 83/16 Date: 12/06/2016 Project Director: Ricardo Lopez Checked by: JEB Sheet No. r— C� EXISTING STORAGE I S EXISTING STORAGE w EXISTII`NG RESIDENCE I U 00 6, <� Tf II ( EXISTING RESIDENCE II 3 \\ II „ BALCONY 00 0 LO T - 0 N M U 0 u) ui0 0 EXISTING RESIDENCE TYPICAL GIRDER ANCHORS (SIMPSON ) AC} - (1) LUS26 W/ 4-16d ( UPLIFT 1165#) tlnIt 11 u n u b- -F -JL ( I jtj `l j_ jL_ _L 13'-8" SIMPSON LUS26 ( UPLIFT 1165#) UVININ Zt-,11.CUliZ X (4 I:WIN VEIN 111UINRL li C �PT:'W D '@ .C... .. .. (• „ .„ •• I1 .. .IMI. I- r7::r JLA= --L[ _ L]L- --J[ —1 13'-8" 13'-8" 2X6 WOOD BEAM ATTACH TO EXIST. RESIDENCE W/ 1/2"DIAX5" BOLTS EMBED 3" @ 24"O.C. EXISTING STORAGE FRAMING PLAN Scale: N.T.S 2 A-2 F BRG. ( 17'-8" A.F.F. PING SINGLES ROOF T WOOD POST ;ING ORIGINAL UGHTIRON !R LEVEL @ 10'-9" A.F.F LEVEL9'-1l" A.F.F. SON MST27- (UPLIFT 3700#) �L LATH S'T'UCCO 7/8" ?' PL YWOOD O ER sK INSULATE WALL R BARRIER AND ONE 3R OF EXPANDED IOND MESH FELT BACKING WHED W/ 1 1/4" LONG 16Ga. 'LES SPACED NO MORE THAN 16" T WOOD POST SON ABA44Z- (UPLIFT 6000#) IH FLOOR GRADE @ 0'-0" A.F.F. .OX. GRADE OSSSANFORD b SECTION BALCONY Scale: N.T.S 3 A-2 SITE PLAN FLOOR PLAN FRAMING PLAN ELEVATION SECTION Job Number: 83/16 Date: 12/06/2016 Project Director: Ricardo Lopez Checked by: JEB Sheet No.