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Home My WebLink About105 Balboa CtAUG 2 4 2015 r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1 F 5 V-0. Job Address: 0 ` V-r' tt— Historic District: Yes No a Parcel ID: Residential 9 Commercial Type of Work: New Addition Alteration Repair , f ` Demo Change of Use Move Description of Work: Plan Reviewc Contact Person: i Phone: — T 0 % - Z Z I "' (79 Fax: qq Title: WEmail: — C-Zh 5 7G !'vUL CC -, ci Property Owner Information Name N'l v, O_ St: id Phone: fl 7 — ?`Z(_ R 1 r70 Street: 10 Resident of proper°ty?+: 1 tango •, City, State Zip: `F Contractor Information Name Phone: 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 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 separate permit must be secured for electrical work, plumbing, signs, wells, pools, 0 furnaces, boilers, heaters, tanks, and air conditioners, etc. 10) 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 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 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 in 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 value, 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 do t in compliance with all applicable laws regulating construction and zoning. 4i?nat.u,ef Owner/Agent Date Signature of Contractor/Agent Date i tn. _ O v` Print Owner/Agent's Name L5 F_111__1"Ntil5ty'Pl1bllc - Stale of Floridd` My Comm. Expires Jan 16, 2018 Commission # FF 071760 Bonded Through National Notary Assn. Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name 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: Occupancy Use: Flood Zone: 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 Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: %7 S COMMENTS: Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT 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 an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a Iicense. iVel 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. I 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. V1 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 gyp persons working on my building or residence. It is my responsibility to ensure that the persons whom I 1( employ 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 injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner'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 T, I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all' applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning're lations. 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 1-850487-1395 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 w 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 J 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: I, G'. t do hereby state that I am qualified and e of performing th requested construction involved with the permit application filed and agree to the specified above. 7- of Owner -Builder Form of Identification Must be Photo ID) 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 Page 1 of 3 RECORD COPY 4.. trc r r FW& rlprMtd BCIS Home I Log In I User Registration Hot Topics ( Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Busines ProfessiODUSER:product Approval Public User Regulation Product ADDroval Menu > Product or Application Search > Application List > Application Detail FL # FL4904-R7 Application Type Code Version Affirmation 2014 REVIEWED FOR CODE COMPLIANCE Application Status Approved PLANS EXAMINER s-ZS. ISComments Archived ElDATE Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@mason ite.comSANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A TechnicalRepresentativeLICENSE TO PROCEED WITH•THE WORK AND NOT AS Address/Phone/Email AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Quality Assurance Representative CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Address/ Phone/Email THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 15- 2665 III affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. ILD/ tic Documentation from approved Evaluation or Validation Entity OYes ONo ON/A SANFORD Product Approval Method Method 1 Option A o' OARTM 8/ 25/2015 RECORD COPY FIQf{ D2j fU112Iled SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications I FaC Staff I BCIS Site Map I Links I ,Search Bwhq ApprovalProfessiaImUSER: Pubic Regulation Product Approval Menu > product or Aoolication Search > Application Us t > Application Detail 4 y FL # FL4904-117 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615)441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@mason ite.comSANFORD BUILDING DIVISION Technical Representative A PERMIT ISSUED SHALL BE CONSTRUED TO BE LICENSE TO PROCEED WITH -THE WORK AND IJ01 Address/Phone/Email AUTHORITY TO VIOLATE, CANCEL, ALTER OR SE ASIDE ANY OF THE PROVISIONS OF THE TECHNIC Quality Assurance Representative CODES, NOR SHALL ISSUANCE OF A PERMIT PRE% Address/ Phone/Email THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PW CONSTRUCTION OR VIOLATIONS OF THIS COD Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard ea TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 11 I affirm that there are no changes ir. _.....— .— Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. w LD/Nv Documentation from approved Evaluation or Validation Entity OYes ONo ON/A SANFORD Product Approval Method Method 1 Option A ' O' ogR a-C8/ 25/2015 ar,%;, Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0128.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 504A.DdF 3'-0" x 6'-8" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.0f Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 503A.odf 3'-0" x 8'-0" max nominal size. When large missile Impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0128.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 502A.Ddf 12'-0" x 6'-8" max nominal size. When large missile Impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006130.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.0f 8/25/2015 L asv -1 V1 j Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida' Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.Ddf Created by Independent Third Party: Yes 4904.6 I Wood -edge Steel Side -Hinged Door 16'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO130-05 for details. Certification Agency Certificate FL4904 R7 C CAC NI006110.03.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL 130.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 502A.odf Created by Independent Third Party: Yes 4904.7 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110 04 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.0f 12'-0" x 8'-0" max nominal size. When large missile Impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.odf 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is required. See DWG-MA-FLO131-OS for details. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: F— C S ArF E 8/25/2015 R t SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF ThE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: Tc necroionnu nce,nuAn ocaHT e Iu SINGLE DOOR UN17 SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY I ASIM 02845 13.4% TENSILE STRENGTH* I ASTM D63B 7.50% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 149' MAX. OVERALL FRAME WIDTH - 21" MAX 36.375" MAX. D.L.O. PANEL WIDT11 37.5" MAX. W/ASTRAGAL FRAME WIDTH cq ro i7 0 e DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELRE WITH SIDELITE TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DCTAILS 3 JANCHORING LOCATIONS &DETAILS DOUBLE DOOR UNIT W/SIDELITES lam y 4d 0 Ad& dtm10WXI Cel&CWHo: Rerieaed By. - _ Date Aevi DOUBLE DOOR UNIT W SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15%. OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5 50.5 -50.5 50. -50.5 19. -1 5 . XX 74 50.5 4 -50.5 50.5 -50.5 19.0 -19.0 50.5 -50.5 OX or XO 75 50.5 -50.5 50.5 -50.5 19.0 -19. 50.5 -50.5 OXO 112.5 50.5 -50.5 50.5 -50.5 19.0 -19.0 50.5 OXXO 149 50.5 -50.5 50.5 -50.5 19.0 50.5 X - VENT 37.5 55.0 -55.0 +55.0 -55.0 N/A N/A SINGLE DOOR UNIT WITH VENTLITE SCILL N.T.S. DM. BY. SW! CHK. BY: KURT BALTHAZOR 1DRAWM NO.: FLORIDA P.E. 156533 DwG-MA-flot30-05 SHEET 1 OF 3 6" 3' SEE DETAIL E" s' L3" SEE DETAIL C" 3' —4 6 3' -- I 1— 3i 6" 6" s' I 6' 3 10 w N J A i _ Ow B B A 3 0 6. 6' II I I I r6' 6Y I I to 1 6-- II ' SEE DETAIL7 6 F" 0 a SEE to -D- mill a S. Aade dn10 NN CetUTIC0W k: ars t, I I a - y Rev ewTd R1 DateRevieK • _ 8 x 2-1/2" 7710 x 2 #8 x 2-1/2' 10x5/8" 8 x 2-1/2" •• #10 x 1" 10 x 5/8" •• 10 x 3/4" 10 x 2" OETAIL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME AS SHOWN. TYPICAL l 0.962"1 1.375' T T INSWING THRESHOLD DUTSWING THRESHOLD EE DETAIL 6" ASTRAGAL RETAINER BOLT HOLE a. n N Z MUST BE DRILLED THROUGH o w v THE THRESHOLD & INTO THE 0 g Z STRUCTURE DEEP ENOUGH O a 4 0 FOR A 1.375" THROW C,ow DETAIL "F" ASTRAGA o O)N^ Ic (1/6' row. G1A55) DCW 905` AL MORAL RBUT L INSERTALUM, STEEL OR BIJIYI. SPACER t/2- BITE W O U m Z 6 X 1-1/2 PHS V4,, wiE 7/1 i/05 SCAM N.T.S. DWG. BY: $ %i$ DOWN 995 ; A/n' rQ•• CHK. BY: EXTERIOR• ORAYANC NO.: TYPICAL GAZING DETAIL DAV-MA-FLOIJO-05 2 OF 3SHEET I SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH TIIC LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULL'ONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1 " X 1 /2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMCNT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3" I I 5" 3 I I G I 3" 6" 31 0I11 W U ate. SEE DETAIL IJ} " D" SHT. 2 w m _ HIin lLei 1.510" MI 1a I J I I I I " " I I I 6. 611" -1 I I I I — w N J w• B II G H II I B II I wo e 8 3- 4-' F— I TV) HARDWARE SCH 1. 1KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MOR - ISE BUTT HINGES c' 00 J Q Q Zp O J C CL F" U O LLl 6 o e 1.25 woUmo 0.25" ° • y17R;,.'- 0.25" z MAX SHIM S wTE: 7 11105 PddeMim b NAldiCL —SCALC' N.T.S. C&15ationNo-a a — : / DWIG. en SWSRe&m8r: Datolle4iDr 374 CHK. BY: DRAWING NO: TYPICAL 'WOOD BUCK TYPICAL MASONRY DWG—uA—FL01.T0-05' ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET .s Of 3 REQUIRED INSPECTION SEQUENCE 15-26aBP#5 BUILDING PERMIT { Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) Address: 105 5&q,;0t- <=-T r ...- J:>+A. •rL'i :.: Ufa .pi'T '.,—v""s.w'r' -yv+ ELEC1ifib- I:aPERMI'B Min Max Inspection Description ` Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final P bulv sG / GasPa__=4' s, Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICALjERIVIIT R s":z• ;.. •;<z,a"" ...:, r'' - Min Max Ins ection Description Mechanical Rough Mechanical Final REVISED: June 2014