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HomeMy WebLinkAbout1207 W 9 St; 16-3418; ROOD - FIRE DAMAGEa - CITY OF SANFORD BUILDING '& FIRE PREVENTION DEC 2 2 REC'1 PERMIT APPLICATION Application No: Documented Construction Value: $ S©dO Job Address: ' Historic, District: Yes No L`7 Parcel ID: Type of Work: New Addition Description of Work: `e Dq Alteration Repair fc- Residential'ommercial ' Demo Change of Use Move k F! P n Review Contact Person: o 9.; Title: Phone• (`fc) -27.2— FO Fax: Email: '3 x( c Ieu l3 Ct, t Property Owner Information Name 44. J.,J a A 1 Phone: E4 07 ) cz — 9 0 53 GLIl Street: Resident of pyopertY9 City, State Zip: 7 / 1 y4 Contractor Information Name ALA ljeq Phone:. n 7) d17 - 'R0 53 ce Street: 1 12-0 7 VV ..-- Fax: City, State Zip: C, 3 7/ State License No.: Architect/Engineer Information Name: K Lie 5 Phone: ( ©7) Street: j 3, S. M Z 1 b Fax: City, St, Zip: 1X . oL% c E-mail:. Bonding Company: Mortgage Lender: Address: 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 INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 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 se arate 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to, the requirements of this permit, there may be additional restrictions applicable to this pr' erty that may be, found in the public records of this county, and there may be adds4onal 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 owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC. Valuation Table Jn effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction valueO' credit will be applied to your permit fees when the permit is issued. 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. P n /1 r Owner/Agent Owner/Agent's Name Date Signature of Contractof/Agent Date Print Contractor/Agent's Name C7 ignatureYot-rvota =Mate of tiori uaieNNETTESCt7t O PpY P,el• Notary Public State of Florida My Comm. Expires Jan 16, 2018 Commission # FF 071760 E211,;Bonded Thragh National Notary Assn. Owner/ gent is Personally Known to Me or Produced ID Type of ID L . Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID . Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: 4? Occupancy Use: Z:3 Flood Zone: i .. , Total Sq Ft of Bldg: Min. Occupancy Load: Of !Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No FIRE: - ` WASTE WATER: BUILDING: 5F i Revised: June 30, 2015 Permit Application I agree that, as the party legally and, financially responsible for this proposed construction activity, I will abide b,,` all applicable laws and requirements that govern owner -builders as well as employers. I alsorvv. understand that the construction must comply, with l.11 applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1.-856-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry. Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an.unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: o 1 Gam/ • — n I, VGA and d4able of performing the conditions specified above. Form of Identification Must be Photo ID) J do hereby state that I am qualified involved with the permit application filed and agree to the Date A violation of this exemption is a misdemeanor of the first degree punishable by a term, of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 OWNER BUILDER STATEMENT/AFFIDAVIT ,, a ° Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of P-Wanthe property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. 1 may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise working on my building or residence. It is my responsibility to ensure that the persons whom I POVpersonsemploy have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any sustained by an unlicensed person or his or her employees while working on my property. MyWVinjurieshomeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 SCPA Parcel View: 25-19-30-508-1115-0090 Page 1 of 2 Pro0WdJgerty Record Card n son,6FA Parcel 25-19-30-508-1115-0090 f'" R Owner: ALLEN BERNARD & WADLEY JOE H S"I:C%.1=(xxRi'1Y rX.(7F`2ffiA Property Address: 1207 W 9TH ST SANFORD, FL 32771 Parcel Information Value Summary Parcel 25-19-30-508-1115-0090 Owner ALLEN BERNARD & WADLEY JOE H Property Address 1207 W 9TH ST SANFORD, FL 32771 Mailing 1209 W 9TH ST SANFORD, FL 32771-2341 Subdivision Name WM CLARKS SUBDIVISION Tax District S1-SANFORD DOR Use Code Exemptions 01-SINGLE FAMILY Building Information 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 13,951 — 13,7033 Depreciated EXFT Value Land Value (Market) 8,091 8,091 Land Value Ag I Just/Market Value" 22,042 21,794 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 22,042 21,794 Tax Amount without SOH: $436.88 2016 Tax Bill Amount $436.88 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments k Description Year Built Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 1 SINGLE 1 1946 3 2 10 792 1,0431 864 SIDING $13,951 $31,887 1 FAMILY ; GRADE 3 Description Area BASE SEMI 72.00 FINISHED http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=25193050811150090 12/22/2016 I Revision Response tb Comments City of SanfordECEIVEBuilding & Fire Prevention Division 16 FEDa% Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov BY: Permit # .' 3 (41 Submittals Date project Address: o3 Contact:• V--J C- Ph: ( v `7 chi. ---S Fax: Email: Wo, C ' co) k-"- Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-3418 Date: 01/06/2017 Project Description: Residential Alteration Contact Name: Joe A. Wadley Job Address: 1207 91h Street Contact Email: JoewadlevU(r,hotmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. 2"d PLAN REVIEW COMMENTS: ORIGINAL COMMENT 1. The plans are missing required structural details. All conventional roof framing connections are required to be provided on a conventional framing detail, including: To 3ti rafter to ridge connection collar ties to rafter connection /. ( '3 ° t ridge connection to post and existing structure` FRC 107 2"d REVIEW COMMENT This Comment has not been answered ORIGINAL COMMENT 2. Please indicate how the new (3) 2x4 post will be fastened to the slab and any additional framing details. FBC 107 2"d REVIEW COMMENT This comment has not been answered 1 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meeting's with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- 11t CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 3'00 N. PARK AVENUE w SANFORD, FLORIDA 32772 PHONE: 407.688.5150 -' FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-3418 Date: 01/06/2017 Project Description: Residential Alteration Contact Name: Joe H. Wadley Job Address: 1207 9" Street Contact Email: JoewadleY13(a,hotmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested ` Permit submittals will not be accepted without two copies. 2°d PLAN REVIEW COMMENTS: ORIGINAL COMMENT 1. The plans are missing required structural details. All conventional roof framing connections are required to be provided on a conventional framing detail, including: rafter to ridge connection collar ties to rafter ,connection ridge connection to post and existing structure FBC 107 2"d REVIEW COMMENT This Comment has not been answered ORIGINAL COMMENT 2. Please indicate how the new (3) 2x4 post will be fastened to the slab and any additional framing details. FBC 107 2°d REVIEW COMMENT This comment has not been answered Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment arranged by phone or email prior toarrivaL Respectfully, Steve Fiorey, CBO Residential Plans Examiner WE Revision EC City of Sanford Response to CommentIIJAN092017 Building & Fire Prevention DivisionU --, Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 (,4 ` 3 -1 VI Submittal Date Project Address: a, o --7 w th S Contact: _ _ Q G ad - Ph: To -I - a 7 o - q OS ,-:S Fax: Email Jof-Goo a fev @ Erna/ f- CAM Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals 7 Leo x1 3 RZe revs i st t;Ia-0 37. CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-3418 Date: 01/06/2017 Project Description: Residential Alteration Contact Name: Joe H. Wadley Job Address: 1207 9" Street Contact Email: Joewadley13Ahotmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The plans are missing required structural details. All conventional roof framing connections are required to be provided on a conventional framing detail, including: rafter to ridge connection collar ties to rafter connection ridge connection to post and existing structure FBC 107 2. Please indicate how the new (3) 2x4 post will be fastened to the slab and any additional framing details. FBC 107 3. Please provide two copies of Florida Product Approval and corresponding installation instructions for the asphalt shingles and underlayment. Florida Product Approval can be found at www.floridabuilding.org. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetin,Qs with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- RECORD COPY W T i^ V m m REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, ONSTRUCTION OR VIOLATIONS OF THIS CODE 3418 J LDING c ANFORfl k SCALE: N.T.S. THIS SITE PLAN IS NOT A SURVEY THIS SHEET IS FOR HOUSE PLACEMENT ONLY SDS IS NOT RESPONSIBLE FOR ANY CIVIL INFORMATION OR SETBACK REQUIREMENTS CONTRACTOR TO VERIFY ALL SITE INFORMATION WITH OTHERS PRIOR TO CONSTRUCTION rf-JlfT - i—,-iVED 2 2 RICO AREA OF FIRE DAMAGE CEG COA#27213 EDUARDO AVELLANEDA, P.E REGISTRATION #40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 SEAL S s IAP 91PPLT R AL90131tNOS aS YNAAIO AUE 9R 2I6 MAITLAND, FL 32751 Phone (407) 947-7549 Foz _ (407) 374-7754 U U) L Cu Q I.I.. D W cm Cu C Cu m 0 I` C 06 N LL C' Q Job No. REVISIONS P8737 Drawn By. TKP Date: 12/21/16 Scale: NOTED SITE PLAN spi GENERAL DEMOLITION NOTES: 1. REMOVE REAR COVERED PORCH ROOF FRAMING TO REPLACE GABLE END. POSTS AND BEAMS TO REMAIN 2. REMOVE ALL KITCHEN FIXTURES AND CABINETS. 3. REMOVE DRYWALL ON CEILING AND WALLS THROUGHOUT KITCHEN 4. REMOVE DRYWALL ON UTILITY ROOM CEILING. 5. REMOVE RAFTERS & JOISTS OVER KITCHEN AND UTILITY ROOM 6. REMOVE ELECTRICAL CIRCUITS AND WIRING FROM KITCHEN. 7. REMOVE ELECTRICAL SERVICE FEEDER TO INTERIOR PANEL 8. REMOVE UPPER TOP PLATE OF EXTERIOR WALL AS SHOWN. LOWER TOP PLATE TO REMAIN 24'-0" FIRE DAMAGE DEMOLITION PLAN UTILITY ROOM 8'-0" CEILING 24'-0" 1 PORCH 8'-0" CEILING 202 SH GFI DW PANEL pl ra r7 GFI - BEARING WALL GFI/WP METER BASE 2020 SH GFI 0 GFI I I m o 051 C KITCHEN 8'-0" CEILING 11'-10" GREAT ROOM VOLUME CEILING PARTIAL EXISTING FLOOR PLAN DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE FLORIDA BUILDING CODE 5th EDITION RESIDENTIAL (2014) PER ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR II 3: WIND EXPOSURE - CATEGORY (D) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) OPEN BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING : PER FBCR 5th EDITION 2014 ING SA FOFtD 16-3418 S S la a a_m Y d 95A1 a?uMc 1S S W1iAD AIK MIE % MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 U C N V/ L cu CL a) cu cu O) O 1 C 06 a) NccU) LL Q CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 SEAL Job No. REVISIONS P8737 Drawn By. TKP Date: 12/21 /16 Scale: 1/4" = V-0• FLOOR AND DEMOLITION Al V CF CONVENTIONAL FRAMING SPE 2" X 8" SYP #2 RIDGE BOARD 2" X 6" SYP #2 RAFTERS 24" O.C. 2" X 6" SPRUCE #2 CEILING JOISTS 24" 1- H10/ H2.5A RAFTER TO BRIG. 1- A35A CLIP RAFTER TO RIDGE EXISTING POSTS AND BEAMS TO REMAIN EXISTING 8' HIGH BEARING WALL TO REMAIN O P v0 y G tJ 65 NOTE: REMOVE EXISTING PORCH ROOF FRAMING SYSTEM TO ACCESS DAMAGED GABLE END 24'-0" BEAMS AND POSTS TO REMAIN I TRUSS RAFTER TO REMAIN-- 2- 2 X 4 POST J 2- MTS12'S POST TO RIDGE 2- MTS12'S POST TO TOP PLATES OF EXISTING BEARING WALL ccx 3- 2 X 4 POST 2- MTS12'S POST TO RIDGE 2- MTS12'S POST TO TOP PLATES OF EXISTING BEARING WALL 1- A35A (TYP.)L TRUSS RAFTER TO REMAIN EXISTING BEARING WALL TO REMAIN I 11'-10" A F RAM I N G'P-CAN H10 (TYP.) i REBUILD 2X4KNE PORCH 8'-0" CEILING SH I GFI/WP 2020 SH Ze,V GFI I I p UTILITY ROOM DW II 8'-0" CEILING PANEL I o OKITCHEN p0CEILING G I pm O BEDROOM BEARING WALL 11'-10" GREATEILROOMAVOLUME END FRAMING 16" O.C. EW2X4TOPPL TE PARTIAL REPAIRED FLOOR PLAN LDIA/G l H10 (TYP.) of SANF ORD 16-3418 DESIGN REQUIREMENTS BASE A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE FLORIDA BUILDING CODE 5th EDITION RESIDENTIAL (2014) PER ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (D) GENERAL ELECTRICAL NOTES 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) OPEN BUILDINGS= 0.18 THIS DIAGRAMMATIC ELECTRICAL PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. HEIGHT AND EXPOSURE ADJUSTMENT COEF: THE ENGINEER OF RECORD BEARS NO RESPONSIBILITY 5. COMPONENTS AND CLADDING: PER FBCR 5th EDITION 2014 FOR ITS ACCURACY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE REQUIREMENTS AND LOCATIONS OF ELECTRICAL EQUIPMENTAND PROVIDING AND INSTALLING COMPLETE ELECTRIC SERVICE AS MAY BE REQUIRED BY THE NEC/12. THE ELECTRICAL CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED. DWELLING UNITS TO BE "AFCI" PROTECTED PER ARTICLE 210.12 NEC2011, GROUND -FAULT CIRCUIT -INTERRUPTER FOR PERSONAL 210.8, BONDING OF OTHER SYSTEM 260.96, AND TO HAVE TAMPER -RESISTANT RECEPTACLES. ALL SMOKE DETECTORS & CARBON -MONOXIDE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. SWITCHED LIGHT FIXTURE TO BE IN EACH ATTIC ACCESS. ALL WIRING TO MEET OR EXCEED THE 2011 I ICE W FEB F2 1 2017 CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGIS. LR-AfiIlbk#400.4.0 248Q>E'_NYICF+tIGAN-T 2 E [, Of2F IDO;-FL SQ6 i,.;. S EA n -' y 7-2 l SDS ISP 9F4LY h rkSpl uRurse , 235 S mnm AOL 911E 216 MAITLAND, FL 32751 Phone (407) 947-7549 Fax (407) 374-2754 U C n L_ a) CL I.L N0) L L. Cm _: - M U) U- cu E ca O I` C 00 u) L N W Job No. REVISIONS P8737 Drawn By. TKP Date: 12/21 /16 Scale: 1/4" = V-0" FRAMING PLAN FLOOR PLAN A2] ROOF SHEATHING 1/2" CDX PLYWOOD OR 7/16" OSB FOR 7/16 OSB- 24" MAX SPAN BLOCK NEEDED FOR HIGH WIND VELOCITY ZONE USE MINIMUN 19/32" CDX SHINGLE -SHALL COMPLY WITH ASTMD225 OR ASTMD3462 FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD AND PENETRATE ROOF SHEATHING 3/4" MIN (6) PER SHINGLE PER MANUF. SPECS ROOF EDGE TOP CHORD BLOCKING 4'-0" O.C. MAX. IN FIRST 2 FRAMING SPA ES @ EA. END ROOF SHEATHING - BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING FIBERGLASS SHINGLES OVER #15 FELT OVER 1/2" PLYWOOD 1- H10 ALUM SOFFIT 16" O.C. 2X4 STUD WALL 7/8" STUCCO OVER OVER WIRE LATH ON 2- LAYERS 15# FELT OVER 7/16" O.S.B. OR 112" CDX SHEATHING z 0 m SILL SEAL ROOF E E 4'-0" RIDGE 3P 4'-01, © Y ID ROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN. 2.5"X0.131" RING SHANK GUN NAILS ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ZONE 3 EDGES @ TRUSSES 4" O.C. AND INTERMEDIATE TRUSSES 6" O.C. WEEP SCREED r q7 RAFTER FRAMING R-30INSULATION 1/2" CEILING RATED DRYWALL & TEXT. 2-2X4 PLATE W/ SP2 @ 32" O.C. TYP HEADER SILL 1/2" DRYWALL R-13 INSULATION 2X4 PLATE W/LSTA12@ 32" O.C. EXISTING FLOOR FRAMING RIM BOARD 8" CMU STEM WALL I 8" X 16" CONT CONCRETE FOOTING O 2}#5 REBAR CONT. 25" MIN LAP 3" MIN COVER TYR WALL SECTION FRAME SINGLE STORY DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE FLORIDA BUILDING CODE 5th EDITION RESIDENTIAL (2014) PER ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 1 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (D) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) OPEN BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR Sth EDITION 2014 CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 SEAL SD S qD aopY h 169(il 9_?!MTe 235 S ullm A'iME 96E 116 MAITLAND, FL 32751 Phone ( 407) 947-7549 Fax ( 407) 374-2754 U N n L a) aD U U) U- Cu 0 c x WNNca c N Q Job No. REVISIONS P8737 Drawn By. TKP Date: 12/ 21/16 Scale: 1/ 4" = 1'-0" DETAILS 1 L 2 X 6 RAFTER 2 X 8 RIDGE 1" BELOW MASONRY 2X4 STUD WALL MAX. 16" O.C. 2X4 STUD WALL LSTA9 @ 32" O.C. 3/4" STUCCO TEXTURED FINISH ON WIRE LATH ON 2- LAYERS 151b. FELT 1/2" CDX OR 7/16" OSI3 W/ 8d NAILS 6" OC EDGES 12" OC FIELD LSTA9 @ 32" O.C. GABLE END DETAIL KNEE WALL SECTION WOOD BASED EXTERIOR SHEATING OSB 15 FELT DRAINAGE PLANE PAPERBACK LATH I., NOMINAL STUCCO THICKNESS DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBERANE STRIP OVER WOOD FRAME/MASONRY INSULATION METAL OR PLASTIC EXPANSION JOINT NA MBRANE STRIP COVERING WOOD FRAME/MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTO WRAP BT-20XL - 9" WIDE TO EXTEND 2" BELOW THE CMU 5/8" NOMINAL CEMENTIOUS FINISH LATH AND STUCCO J" METAL FLASHING 4x5 BASE SHINGLES FLASHING 15# FELT 15/32" C.D.X. OR 7/16" O.S.B.(MIN. 2.5:12 PITCH) 2x's @ 24" O.C. W/ HUGHES MP35 ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". STUCCO FLASHING DETAILS CDX PLYWOOD OR O.B.S. 15# FELTS TRUSS (OR RAFTER) DOUBLE TOP PLATE TRUSS CONNECTOR SP2/ SP4 AT 32" O.C. SP4/RSP EA. ST w0 SP2/SP Y uiUw 0)U R PCSTUD LSTA 12 Q7zU_' ma a MIN. D1 2x8 HDR. 0-0 LSTA 12 FULL LENGTOF w WALL STUD: U STUD/PLATE SP2 - 6-10D/4-101D SP2 - 6-10D/6-10D SP4 - 6-1 ODX1.5 LSTA12 10-10D MID -WALL B HEADER STUDS CONT. SP1/SIII — FII 1/2" ANCHOR BOLT AT 32" EA. SIDE OF STUDS OR 2 ON 1 SIDE) 1/2"X8" ANCHOR BOLT OR — P.T. SILL PLATE SP4/RSP4 EA. STUD5/8" X 6" WEDGE ANCHOR MAX 6" FROM HEADER STUDS AND 32" O.C. TYPICAL TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE FLORIDA BUILDING CODE 5th EDITION RESIDENTIAL (2014) PER ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (D) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) OPEN BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR 5th EDITION 2014 i KG. A OR SPH4 32" O.C. C. f\LDI/VG 16-3418 CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 SEAL SD , s ao aocLy R pppl vwixc' 251 WaA AM 91E 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 U a) L CIO I.L D L.L Qi N c O 1 C AxW N N m Job No. REVISIONS P8737 Drawn By. TKP Date: 12/21/16 Scale: 1 /4" = 1'-0" DETAILS D2 Irk 2X8 SYP#2 RIDGE 1- A35A (TYP.) 4- 12D'S @ EACH JOINT 2X6 SYP #2 RAFTERS 24" O.C. H10/ H2.5A TYP. 3-12D'S @ EACH JOINT EXISTING MATCH EXISTING 2 X 4 DOUBLE TOP PLATE SOFFIT & FASCIA & HOLD DOWN HARDWARE TO REMAIN EXISTING 2 X 4, 16" O.C. FRAMED BEARING WALL 2 X 4 SINGLE TOP PLATE 2 X 4 STUDS 16" O.C. — 2X6 SYP 42 RAFTERS 24" O.C. H2.5A TYP. MATCH EXISTING SOFFIT & FASCIA EXISTING 2 X 4, 16" O.C. _ FRAMED BEARING WALL FIBERGLASS SHINGLES OVER SECONDARY UNDER LAMENT ON 1/2" CDX PLYWOOD 2X6 SYP #2 COLLAR TIE 24" O.C. \ PLACED AT 1/3 DOWN FROM THE PEAK 2X6 SPRUCE 42 CEILING JOISTS 24" O.C. H10/ H2.5A TYP. EXISTING 2 X 4, 16" O.C. i FRAMED BEARING WALL HOLD DOWN HARDWARE TO REMAIN FRAMING CROSS SECTION 1/4" = 1'-0" 2X8 SYP#2 RIDGE 2- MTS12'S POST TO RIDGE GABLE END FRAMING 1/4" = 1'-0" CF CONVENTIONAL FRAMING SPECS. 2" X 8" SYP #2 RIDGE BOARD 2" X 6" SYP #2 RAFTERS 24" O.C. 2" X 6" SYP #2 COLLAR TIES 24" O.C. 2D'S@EACH JOINT 2" X 6" SPRUCE #2 CEILING JOISTS 24" O.0 Z!k 1- H10/ H2.5A RAFTER TO BRIG. 1- A35A CLIP RAFTER TO RIDGE 1- LSTA9 32" O.C. (TYP) 3-12D'S @ EACH JOINT J LDING SANF „FtD FPAR 18_3418 SD S IQP 9PPLY h 0E3N71 aaurxc . . 211WIM6W911E216 i MAITLAND, FL. 32751 Phme (407) 947-7549 Fax (407) 374-2754 U c N L_ m a 0) M ( L.L m D 06 a,om U- C Q DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, wE w R..•A .. DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE FLORIDA BUILDING CODE 5th EDITION RESIDENTIAL (2014) PER ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (D) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) OPEN BUILDINGS= 0.18 Job No. REVISIONS HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) P8737 5. COMPONENTS AND CLADDING: PER FBCR 5th EDITION 2014 TKP n BY Date: CEG COA#27213 12/21/16 EDUARDOAVELLANEDA,P.E:,,,, Scale: REGISTRATION #4004Q -f I, -NOTED 2480 E. MICHIGAN.S_TR'EET _, ORLANDOs•FL 34806 SEAL - FRAMING ROE S; ;SECTION EGEIV il. FEB 2 1 2017 _ ` , A 4- D3 BY REQUIRED INSPECTION SEQUENCE BP# Address: /,I-07 q 4- Si BUIL DING PERMIT _ Min Max Insj2ection De..scri Lion, Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Q Sheathing — Walls 0 Sheathing — Roof Z p Roof Dry In 50 Frame 410 Insulation Rough In Firewall Screw Pattern gyp Drywall / Sheetrock p Lath Inspection Final Solar Final Firewall 3o Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) L'ECT.ItD'CA'L,. P -.RM i'r, Min - Max Ilns ection DescrH tion Electric Underground Footer / Slab Steel Bond to Electric Rough T.U.G. Pre -Power Final Electric Final w{1R 6j j `CL 1e-:",^'f. k ^Ga'w4Di- 9 J l'•.f-^ i,ii 'r'S' i-+esY.lti"='µwlYY A71•"'RX.<K"6. Y''*' I j IP9 r r{fy,, *." 9.T ma,! ':«J.t: Min Marx I[Ilns ection Descri $Hon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Rk Min Max Ilns ec on Descri tion Mechanical Rough Mechanical Final min Mays I ns 2 ection Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 A. THIS INSUME MARYANNE MORSE, SEMINOLE COUNTYNOTICEOFCOMMENCEMENTCLERK. OF CIRCUIT COURT 6 COMPTROLLEROK. 8831 Ps 1064 0Pss) State of Florida CLERK'S 4 2016133422 County of Seminole RECORDED 12/27/2016 10:57:00 AMRECORDINGFSCie JPe.ff,nIt Number. J b l p Parcel ID Number: o[ 5• t E4`f g b h undersigned hereby gives notice that improvement win be made to certain real property, and In accordance with pter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. CRIPTION OF PR PITY: (Lego[ description of the property and street address if available) OWNER I Address: l a) 11ko,_' Fee Simple Title H e f other than owner) CONTRACTOR: Address: IV Persons within the State of F as provided by Section 713.1 Name: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Comme different date Is specified) 2 ad by Owner upon whom notice or other documents may be served Statutes. of To receive a copy of the Lienor's Notice as Provided in date Is 1 year from date of recording unless a WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury,) declare that I have read the foregoing and that the facts stated in it are truetoabestofknowledalief. Owners Signature Owners Printed Name Florida Statute 713.13(1 X9): ' The owner st i n the notice of commanoement and no'one else may be permitted to sign 14.. or her stead.' State of _ I n g -%% C OC County of 1PM aJ0 P The foregoing Instrument was acknowledged before me this 2"Y of ('Pm bP r 20 by Sow i2U wQCI ou . who is personalty known to me Name of person milking statement OR who has produced Identffication type of Identification produced: L ANNETTE SCOTT Fp' PY p`B ••••i t. ; Notary Public •State of Florida My coil . Expires Jan 16; 2018cntt Colt N Isslan # F,.F 07 1.760 No Signature 4 nboo... lid raeffnfP eo Nw+ Book8831 / Pagel 064 CFN#2016133422 Page 1 of 1