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318 Maple Ave - BR17-002729 - FRONT DOORCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F 1 2017 7, Application No: ocumented Construction Value: $ Job Address: ` ' G Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: M-e u) 5fo n A 'J\o O r Plan Review Contact Person: Phone: Fax: Email: Title: n . Property Owner Information Name \ VC Or) l.- abCe (` Phone: r11-1,A.-,31--[(,-5C;? Street: S 5//1 ' P P Resident of property? City, State Zip: 5G n C rcc11 F 1 i , N Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: 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 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: 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 done in compliance with all applicable laws regulating construction and zoning. StriI l ature of Owner/Ag t Date Signature of Contractor/Agent Date 7 kx0n C ok EprC-, Print Owner/Agent's Name Print Contractor/Agent's Name rg ture ofNotary -State of For a Date Signature ofNotary -State of Florida Date NN M. JOHNSON MY COMMISSION f FF M64 EXPIRES: March 23, 2020 iW Bonded Thru Notary Public Underwrkeri O en 1 - ersona y no.wrl two Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID -C I ->(f Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: 'Pr 4-?,b r7 Revised: June 30, 2015 Permit Application REQUIRED ]INSPECTION SEQUENCE HP9 17_ 7't xa Address: BUILDING 7P]ERMIT min Max Insl2ection Description Footer / Setback Stemwall Foundation / Form Board Survey 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building coo Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 min 1Max Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final hr5j'+jwNsr[N7xi (i' u. ' v a....*u?.l S{F'• 7!. h, p Min Max Ins ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final CHANICA-L P> AM1T. Min Max Inspection IDescri ti®n Mechanical Rough Mechanical Final Min Max Inspection IlDescrn tion Gas Underground Gas Rough Gas Final I 0 i 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 l f 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. I may also build or improve a commercial building if the costs donot 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 l 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 persons working on my building or residence. It is my responsibility to ensure that the persons whom I C+ 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 Gand materials. 1, 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 Ccomplywithlawsrequiringthewithholdingoffederalincometaxandsocialsecuritycontributionsunder the Federal Insurance Contributions Act (FICA) and must provide workers' compensation 1fortheemployee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 5 I agree that, as the party legally and financially responsible for this proposed construction activity, 1 willC` 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 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 J r Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 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 C, 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 i 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 , f J CCX DC"Prdo hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of 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 Florida Building Code Online RECORD COPY Page 1 of 3 T3/awi 011-1 knlAtE' 6 siv+ ' ¢ ' i' . . %., it k'm'P .?"" p° di8)f2-sH `>s 1 X- " 5'bea€ .Y £ wiY.:.)2„ s.wvu .J...,". am,....,»,,,, 1v,*A^' "i' d aiiz 5:,7mrs<' BCIS Home Log In '._ User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff t BCIS Site Map Links ;. Search V uJines i C— ProfesibaIs,Product Approval sUSER: Public User i z`3 Produ t Aoorn•.•al M=j > Product or Aerlicatiun_'_eamh > C,nali atlo , > Application Detait FL # FL14569-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Product Manufacturer JELD-WEN LICENSE TO PROCEED WITH THE WORK AND NOT AS Address/Phone/Email 3737 Lakeport Blvd AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Klamath Falls, OR 9760ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL; fbcl@jeld-wen.comfbcleld3en. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, Authorized Signature Kaede McLaughlin CONSTRUCTION OR VIOLATIONS OF THIS CODE fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com REVIEWED FOR CODE COMPLIANICt Quality Assurance Representative Address/Phone/Email PLANS EXAMINER Category Exterior Doors ! QlSubcategory Swinging Exterior Door Assemblies DATE Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 gU I LD/,y SaNFDRD Product Approval Method Method 1 Option A 17- 2729 Date Submitted 07/01/2015 https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcY... 7/ 17/2015 Florida Building Code Online Page 2 of 3 Date Validated Date Pending FBC Approval Date Approved of Products 07/06/2015 07/14/2015 FL # Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Door Full Lite, Single or Double Door, Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes fL14569 R5 C CAC N..I006255-37 C'c..rtficate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer L1,1569 R5_ILAV0509-03 Installation-11-f instructions as stated on drawing JW0509-03 Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes j 14569.2 Contours Steel, Wood Edge Door Full Lite, Single or Double Door, Inswing and Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F_L;Lt., E9.._ 5t;C;fAC N10062,5 :_0- Rom+ P_t:i:`i_.ate. df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: FL.14169 R5 IT J;.^:0509_04 Insr..a Ilation.ixlfVerified By National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 1.-.569 R5 A[ PE 3393_d` Created by Independent Third Party: Yes 14569.3 el, Wood Edge Door t FullLite, Single or Double Door, Inswing and Outswing, 6'-0" x 8- 0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes i^.L:1:4`,6t?...._ .5..._t:.._Cf1C.._N.1 ;062.. 5 4--R.5..._Certihcate:.Iar F Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2019 Design Pressure: + 50/-50 Installation Instructions Other: FL14569 R5 11 ly`'0509-01 SS 20!5-07-02,.df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 1_1_ 569 R5 AE PER3391.odf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Door Opaque Door w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/ wood frame unless specified) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL.1.45(39 R5 ?= CAC NI011062 N10I.1062,01 C_rtficate'p(if Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: F_ L_1, 'ifii_R.5 II )'dtr032012F L I"stallation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports R14,569 R5r,;E PER33?.1..i'df Y...........P...._ ..._.-.-...._.__. Created bIndeendentThirdPart Yes y: 14569.5 Contours Steel, Wood Edge Door Opaque Door w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/ wood frame unless specified) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 1 .A.4.S69 _R5_C:_C ri,;-,_.1.01.1.1061..R1,_C:.ertificate,.h.^r Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: + 45/-45 Installation Instructions Other: 1:. 1.4`;_69.`-.`:1....I1:..._jWQ-,2,,.012:Fc:...Jr.`,tallsLigr,:'r'1' Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Ft_14569 R5 A,E PEP3322.Ddf Created by Independent Third Party: Yes 14569.E Contours Steel, Wood Edge Door Opaque Door w/ or w/o Sidelite (wood frame) https://www. floridabuilding.org/pr/pr—app_dtl.aspx'?param=wGEVXQwtDquxTVBjriRcY... 7/ 17/2015 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes r1_14569 R5 C CAC'' A011082-R1 CCrCifiC;!te.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R5 Fi S-2104 Installation.odf j Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports t,..tqj 9.._R-`.._L E..._RE 3398.I f Created by Independent Third Party: Yes 114569.7 1 Contours Steel, Wood Edge Door I Opaque, Outswing, w/ or w/out Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 9L14569.._R>.....-..._C .._ a i]:C3(j..{ii_,. f Approved for use outside HVHZ: Yes i1 ;9 i1 ; t _4A ti101109C pdt Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2015 Other: Installation Instructions FI...% 3i'•,9 .::] ii 5-17.{.18-i i...^ Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports rL14569 R5 AE PER3832.odf Created by Independent Third Party: Yes Si: zck N::;xt Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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 mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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: mi FolF https: // www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDquxTVB j riRcY... 7/ 17/2015 Company: JELD-WEN Doors Certification No.: N10.11096 3737 Lakeport Boulevard Certification Date: 05/07/2012 Klamath Falls, OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specification: T.AS 201./202/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAM_L's Certified Product Listing at www.Namieertification.coiti. N.AMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or j or Maximum Pressure Test Impact Drawing Number & Outswing Opaque Size 892" Pos/Neg Pressure Rated Comments X O/S I Opaque 3'2" x 50/-60 7.5 psf Yes CTLA 696WA/CTLA 961W Single Max Panel Size: 3'0" x 8'0" w/Bump Face Threshold Installation Details: S-2108-01 (1-8) j — X O/Sj Opaque 3'2" x 812" 60/-60 10.0 psf YCS CTLA 696«'A/CTLA 961vv Single Max Panel Size: 3'0" x 8'0" w/High Darn Threshold I Installation Details: S-2108-01 (1-81 OX/XO O/S Door -Opaque 415" x 8'2" 50/-60 7.5 psf j Door -Yes CTLA 696WA/CTLA 961ANIF Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 8'0 w/Bump Face'I'hreshold 1 Sidelite DI.O: 7 a 6'7" (1/8" Tempered Glass) Installation Details: S-2108-01 (1-8) OX/XO O/S Door -Opaque 4'5" x 8'2" 60/-60 10.0 psf Door -Yes CTLA 696WAX 1 A 961W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 8 0 w`Iligh Dam Threshold j Sidelite DLO: 7' x 67" (1/8' Tempered Glass) Installation Details: S-2108-01 (1-8) OXO O/S Door -Opaque 5'10" x 8'2" 50/-60 7.5 psf Door -Yes CTLA 696WAXTLA 961W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 8'0"w/Bump Face Threshold Sidelites DLO: 7" x 67" (1/8" Tempered Glass) Installation Details: S-2108-01 (1-8) OXO O/S Door -Opaque 510" x 8'2" 60/-60 10.0 psf Door -Yes CTLA 696WA/CTLA 961 W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 80 w/High Dam Threshold Sidelites DLO 7" x 617' (1/8" Tempered Glass) Installation Details: S-2108-01 (1-8) National Accreditation & Management Institute, Inc./4794 George Washington Memorial highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI011.096.01 3737 Lakeport Boulevard Certification Date: 05/07/2012 Klamath Falls, OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specification: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wrvw.Nalnicertification.conl. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing j Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Pest Impact Drawing Number & Outswing Opaque Size Pos/Neg Pressure Rated I Comments XX O/S Opaque 6'8" x 812" 47/43 7.5 psf Yes ! CTLA 696wA c:'rTA 96Iw Double 10.0 psf* Max Panel Size: 3'0" x 8'0" w/Bump Face or High Dam'Threshold Installation Details: S-2108-01 (1-8) OXX/XXO O/S Doors -Opaque 7'6" x 8'2" 47/43 7.5 psf Doors -Yes CTLA 696WA/C rl.A 961W Double w/Sidelite Sidel.ites-Glazed 10.0 psf* Sidelite-No Max Panel Sire ;'o" x 8'0" wBump Face or High Dam Threshold Sidelite DLO: 7" x 6'7" (1/8" Tempered Glass) i Installation Details: S-2108-01 1-8) OXXO O/S Doors -Opaque 8' 11" x 8'2" 47/43 7.5 psf Doors -Yes CTL A 696NNA/ TLA 961 W Double w/Sidelites Sidelites-Glazed 10.0 psf* Sidelite-No Max Panel Size 3'0" x s'o" w/Bump lace or High Dam Threshold Sidelite DLO: 7" x 6'7" (118" Tempered Glass) Installation Details: S-2108-01 (1-8) f high Dam Threshold National Accreditation & Management Institute, lnc./4794 George Washington Memorial Ilighway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (U4) 684-5122 NAV1I Au THORILED SIGNATURE: 01/ JJr., o Steel ENERGYSAVER'C0NT0UR8'•O"WOOD EDGE OPAQUEST£EL OUTSW/NG IW -FACTDOOR UNITS WITH & W/THOUTSIDEL/TES J GENERAL NOTES 1 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE "HVHZ' REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR, LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ' ZONES. SEE THE DESIGN PRESSURE CHART BELOW, 6, DOORS ARE IMPACT RATED AND DO NOT" REQUIRE: MIAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI--DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDE:LITES 8. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE RE . N"A_iV5' IA cG ir=E CCC?'C.,r•mo to a. fare ccn.iitgn; C0..r-23NENT CONSTPUC701`.S: Face sheets: 24 ga. (0.020''; minimum thickness, Galvanized Steel A-525 commercial quality - AKDQ per ASrM 620 with average minimum yield strength Fy(ave.)=30,627 psi. ore, design: Expanded polystyrene with i.0 to 1.25 Ibs./cf density, byr. JELD-WEN, INC. Door Panel Construction: The active and inactive panels are constructed from 24GA. (0.020" min.) gaivanized steel. The race sheet tops and boftoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67" wide x i.0high. The steel bottom rail measures 1.67" wide x 1.21' .high. The optional wood bottom rail measures 1.67" wide x 1.25' high. The sides of the face sheet are roll formed onto the PAL. latch stile and Ponderoso Pine hinge sbie which measure 1.67' x 1.0'. The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Lite, Const.: The sash is constructed from 246A. (0.020" mia) galvanized steel. The edges of the fare sheet ore bent 90' over the polystyrene core j and glued to it. The sidelite panels are routed to receive the OOL Lip Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The life frames are wet glazed on the interior and exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 1.25" wide x 4.563' deep. The door and sidefite head jambs ore mortised and butt ;oined to the side jarnbs and attached with (3) 16GA. 2" x 7116' crown wire staples. The units use a high dam burnp face Imperial threshold measuring 5.25' deep x 1.75" high or a standard burnp face Pemko threshold measuring 4.041" deep x 1.0" high. The thresholds ore attached to the frames with (3) 16GA. 2' x 7116 crown wire staples. TABLE GF 74. 5' MAX. O.A. FRAME 'WIDTH 875" TYP. -- .125" 6 W/ ASTRAPANEL IDTHGALA-- PANE pIDTNy 96, MAX. O. A. PANEL HEIGHT MAX. MAX. 3 O.A. FRAME HEIGHT 625" 37. 75" MAX. Q..A. FRAME WIDTH 36" 875" I(P' -1 PANEL WIUTFf p 96, M.AX. O. A. PANEL HEIGHT 97. 5" MAX. ( C lO. A. E RAMEHEIGHT 625" T f0 Fil 70. 25" MAX. O.A. FRAME WIDTH 75" . 75" MULL. ' 15.5" MAX. O.A. TYP. BAR.SIDELITE FRAME WIDTH 875" 36" MAX O.A. 14" MAX. O.A. TYR PANEL DWIDTH PANEL WIDTH MAX. j O.A. PANEL HEIGHT E' 97.5" MAX. O. A. FRAME HEIGHT i i DOUBLE DMPACT UNIT (XX) VI_ WEDUTSWING FI M " XTE,RiO.R _..-...-_._.._107 MAX. O.A. I -BANE: W!DTF! -- SINGLE OUTSWING IMPACT UNIT X). VIEWED FROM EXTERIOR TABLE1: YP. j' 36.625" MAX. O.A. BAR MAX. D.A.-{ PANELWIDTH36" . O. WjASTRAGA. LPANEL WIDTH 1 .........._ I INACTIVE ACTIVE 96" 17 MAX. GA. 43 PANEL. 35 HEIGHT j ( F1 97.5" i 4 MAX. O. A. O FRAME + i HEIGHT34 75" . 625' DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED W/ BUMP FACE W/HIGH DAM THRESHOLD THRESHOLD SINGLE DOOR UNIT (X, OX, XO, Do) 50 test -60 psf +60 psf -60 psf w7'WONON -IMPACT 50E1ITES DOUBLE DOOR UNIT (XX, OXX, XXQ OXXO) 47 psf -43 psf +47 psf -43 psf W/WO NON -IMPACT SIDEUTES I 3or" ea I rave 7. 125" MAX. O. A. Q.L.U. WIDTH 79. 125" MAX. O. A. D. L.O. HEIGHT 41 SINGLE-,QUTSWINQ IMPACT UNI, LjOXQ1W,_NON IMPACT SIDELITE5 VIEWED-FROAM ERIQR 15. 5' MAX. O.A. SIDELITE FRAME WIDTH 14' MAX. O.A. PANEL WIDTH 7. 125' MAX O. A. O.L.O. j' WIDTH 79. 125" MAX. O. A. D. L.D. HEIGHT DOUBLE OUFSWI.NG IMPACT UNI"! ( OXXO) W/ NO _IMPACT SQELITES_ VIEWED FROM _EXTERIOR Prepared By: ix a uBUILDING DROPS, INC. Phone: 407-644-6957 Fox: 407-644-2366 0 rn W W L' a°poxQV5Wj " DATE: 1 1--15 --01 SCALE N.TS. DWG. BY: WLN CHK. BY: RW S- 2108-01 SHEET _._!._. a-8- CONCRETE) MASONRY 1.50 BY OTHERS MIN 0.25" EMB MAX SHIM SEE. DETAIL 7- ON SHEET 5 97.5" MAX, INTERIOR G.A. FRAME HEIGHT 3PC JTW PCON(j 6' , po WOOD CONCRETE/ 51 #10 WOODSCREWSMASONRY -OSCREWS 71.50" BBY OTHERS SEE NOTE 2 WIN. SEE NOTE SHEET 1 0.25 EMB. SHEET I MAX. , olg SHIM in-, SEE DEFAIL 7 ON SHEET SEE NOTE 6 ON SHT. 4 C2 9 SEE NOTE 3 ON SHT. 4 1,75' MIN 1. 75" MIN. PANEL THK PANEL THK. 36 SEE NOTE 2 ON(2y4 -3896,0" EXTERIOR MAX. SHT. O.A. I PANEL 0.125" MIN. 11 _ __ OHEIGHT CLASS T,V,. 61-7) L/ INTERIOR EXTERIOR 625 1.25" 1. 75 2,5" MIN. CONCRETE/ MIN. MIN. I -EDGE DIST MASONRY EMB. BY OTHERS CROSS SECTION V'ITH HIGH DAM THRESHOLD 3116 fTW TAPCON 16 525" 1.25" 2.5" MIN. CONCRETE/ MIN, -EDGE DIST.- MASONRY EMB. BY OTHERS VERTICAL CROSS SECTIONI VIT H STANDARDNDARD BUMP FACE THRESHOLD MAX. FOR OPTIONAL MAX. O.A. 112" & 1" l.G.- OA. FRAME SEE SHEET #7 PANEL HEIGHT I HEIGHT SEE NOTE 2 ON(-,--, SHT. 4)-\ NOTE 6 ONSHT. 4(2 32 3116- ITW 6TAPCON E, SEE, SEE DETAIL 7 L 3NOTE ON 'SHEET 5 ON SHT 4 ITEM 7 MECRIFLIQN DOOR STEEL FACE SHEET 24GA. 0.02Q"MIN. FRAME HEAD FINGER JOINTED PONDEROSA P,'YEJ_ MATERIAL STEEL WOOD . ..... 3 4 -FRAME 5 ME HINGE JAMB R JOINTED PONDEROSA PIN LATCH JAMB "FAIGELJOINTED POI PINEL 4" x 4* BUTT HINGE 12go. (BY HAGER) WOOD WOOD STEEL 6 99 X 1" PFH WOOD SCREW (HINGE TO DOOR) STLEI 7 DOOR LATCH STILE LVL 8 OUTSWING PEMKO BUMP FACE THRESHOLD 4.041 x I" ALUMINUM 9 WOOD DOOR BOTTOM RAIL WOOD 70 COMPRESSION WEATHERSTRIP FOAM 17 DOOR TOP RAIL LVL 12 STEEL DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE WOOD 14 10 x 1 314" PFH WOOD SCREW STEEL 15 LOCK BLOCK LVL 16 17 18 20 3 16" ITW TAPCON ANCHOR ly/ I V MIN. EMBED. EXPANDED_ POLYSTYRENE-1,0 to 1.25 lb. cf DENSITY HIGH DAM BUMP THRESHOLD BY IMpERLAL LICK SHIM (0,25" MAX, THK. HIGH DENSITY PLASTIC OR GREATER STEEL ALUMINUM WOOD 21 22 23 KWiKSET 40D SERIES KNOB KTEELMKSE_MO SERIFS (NOT SHOWN) J8 x 1 112' PLASCRFW (OOL LITE FRAME) STEEL STEEL 24 8 x 2' PFH WOOD SCREW STEEL 25 8 x 2 112" PFH WOOD SCREW STEEL 26 10 x I" PFH WOOD SCREW STEEL 27 flO x 2" PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 53 C) SILICONE 30 32 33 GLAZING COMPOUND OSO BY ODQ . ......... ........ BRAD TRIM NAIL 16GA, x 3,1 LONG T QUARTER ROUND SIDEUTE STOP CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL SgH(A:E KNOB SET F51 SILICONE STEEL. OWOOD_..-_, MDF STEEL 35 SCHLAGE DLADBOLT #B360 NOT SHOWN) STEEL. 36 SIDELITE STEEL FACE SHEET 24GA. (0.020" MIN. STEEL) STEEL 37, 118" TEMPERED GLASS BY PPG) GLASS 18 , ODL LITE FRAME SG (HP POLYPROP. -,HERUOFIL-P6-30FMO391) POLYPROP. 39 PRESSURE TREATED MULLION BAR (3y14" x_4 9116 x 97 la') P.T. WOOD 49 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL) ALUMINUM 41 ASTRAGAL STRIKE PLATE BY !MPER,A,) STEEL it 42 YALE KNOB HERITAGE. SERIES STEEL 4.3 YALE DEADBOL7 HERITAGE SERIES NOT SHOWN) ESTEEL 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 46 LITE FRAME BY TRINITY FOR 1,/j: INSULATED TEMPERED CLASS BY TRINITY AMPAC PON. YPROP. CLASS 47 4-8-7-f FsRT,E-rl 49 LITE FRAME BY TRINITY FOR I" CLASS TNAE E LITE FRAME SCREW #6 x I IL2" LNG PANHEAD_(BY TRINITY) POLYPROP. o5s's STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 10 WOOD INSTALLATION SCREW W1 1.50- MIN. EMBEDMENT STEEL DOOR52LATCH11111PLATESTEEL Sl 0111R- LA", DEAD BOLT STRIKE PLATE ,,0 rtr,- STEEL ri co CC co M a - . q- cI Lu Lz 000 04Lo Prepared By DATE: 11-15 01 SCALE: N. T. S. GONCRETE/ i- CIN DWG BY: WLN 125" ' 5 2.5 MIMIN.MASONRY C MBY: PIN MIN. EDGE DIST BY OTHERS EMB. S' A i 9 DRAWING NO, S- 2108-01 VERTICALCROSSSECTION0 v1 1 W,. 1, 377 , " BUILDING DROPS, INC. AT SIDELITE SASH Phone: 407-644-6957 SHEET 2 OF 8 Fax: 407-644-2366 SEE NOTE 2 SHEET i SEE NOTE 4 ON SHT. 4 4 O p as . ae a CONCRETE/ (I ~ MASONRY - BY OTHERS EXTERIOR 1 7NTERIOSR 10 1 7 SEE DETAIL 5 ON SHEET 5 I ? 025„ MAX / HORIZONTAL CROSS SECTION j— 1J LATCH JAM© 70 QUCf< 1,50 MN SHIM EMBED. PANEL THK SEE NOTE 1 ON SHE 26 17 1 7 40 52 7 1 15 .21 42 , 4 INACTIVE EXTERIOR ACTIVE s EXTERIOR 1 75" MIN. PANEL THK. INTERIOR SEE DETAIL 5 ON SHEET 5 D1 HORIZONTAL CROSS SECTION RANGE JAMB TO BUCK I IIIIIIIII'I11I III I INTERIOR SEE NOTE 4 , SEE'.' DETAIL J ON SHE 4 1 OONTHIS 10 bl 17 SHEET HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL EXTERIOR l Joe I , 0. 25" MAX. SHIM 1.50" MIN. EMBED. SEE NOTE 2 SHEET 1 SEE NOTE 7 7 ON SHT. 4 as o ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0. 31" DIA x 9.0" LG. AT TOP & BOTTOM SEE NOTE 2E ' 1SHE4INTERIOR. DETAIL I ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VfEW FOR CLAR(YttltttrJ c S F.. At, 0 ti rn Lj m C. to Z CC V3 c) 2f CLWYLtccoo S ¢ v zx Lu CONCRETE/ c x I N MASONRY w v BY OTHERS v g o o I ED z Z OCWip all 0 U ¢ a53 p o o a 3 a 1 DATE: _1- 15...01 Prepared By: SCALE: N.T.S. DWG, BY: WLN CHK. BY: RW BUILDING DROPS, INC. DRAWING NO.: S- 2108-07 Phone: 407-644-6957 we Fax: 407-644-2366 SHEET 3 OF 8 SEE NOTE 4 ON SHT. 4 SEE NOTE ON SHE 9C 1WA 1.! I EXTERIOR INTERIOR 2 SEE NOTE 5 (1) (17) ON SHT. 4 - SEE DETAIL 5 ON SHEET 5 rr1 HORIZONTAL CROSS SECTION 41 AT .SIDELITE TO LATCH JAMB NOTES: CONCRETE/ 1, SPACING FOR ITEM #26 THE #10 x I" PFH SCREWS ATTACHING THE IMPERIAL ASIRACAL TO THE INACTIVE DOOR IS MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP 1.0", 2.5", 4.0", 5.5", 13.0", 18.0" & 26.0". BY OTHERS 2. SPACING FOR ITEM #23 THE #8 x 1 112" PLASCREW IS AS FOLLOWS: TOP & B0T7GM, HOR170NT _ Y,_S(CELITE PANEL; 3.0" IN FROM EACH CORNER. EXTERIOR 1.75" MIN. PANEL THK. INTERIOR SEE NOTE 5 17 U ON SHT. 4 2s SEE DETAIL 5 ON SHEET 5 rG1 HORIZONTAL CROSS SECTION ON THE SIC) FS _VFRTICAL;LY_HOk.._THE SIDELITE'_ FgNEI„S; :3.0", 13.5", 24.5", 36.0", 46,0, 57.5", 68.5" & 79.0". 3. SPACING FOR ITEM #31 THE 16GA x 314" BRAD TRIM NAIL. ATTACHING THE QUARTER ROUND TO THE SIDELITE AND THE MULLION CAP 7O THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY 7.25" IN a FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VEPTICALLY; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A #8 x 2 112" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #24, A #8 x 2" °> PFH WOOD SCREW, 5. SPACING FOR ITEM #25 THE #8 x 2 112" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, ° IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM #29 SILICONE CAULK ON THREE SIDES AND "Q 318" QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 314" LONG, 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A #10 x 2" PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #14, A 110 x 1 314" PFH WOOD SCREW. " 8. SPACING FOR ITEM #49 THE #6' x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SIDELITE LITEFRAME FROM 1'HE. TOP DOWN VERTICALLY; 5.63", 14.5", 23.25", 32.06", 41", 49.75", 5B.56", 67.38" & 76.31 " SIDELITE LITEFRAME TOP & BOTTOM FROM THE LEFT 3.13" & 6.88 9. USE ITEM #51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTALLING INTO MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. AT SIDELITE TO HINGE JAMB 10 WOOD SCREWS 0SEE NOTE 2 SEE NOTE 3 t 9 SHEET 1 3t ON SHT. 4 SEE NOTE 2 234ONSHT. 29 SEE N07E 6ONSHT. 4 SEE DETAIL 5 ON SHEET 5 0.25" MAX. v SHIM s1.50" MIN. EMBED. 0.13' MIN. GLASS THK. F NOTE 7 SHT. 4 36 17 0 rn 3 ZaQcv WY'i c SEE NOTE 2 23 ON SHT. 4 29 SEE NOTE 6 o w z N ON SHT. 4 c w 0.75" FOR OPTIONAL 1/2" & 1" I.G. o v SEE SHEET # 7 o o Q o- FOR OPTIONAL 112" & i" I.G. SEE SHEET #7 EXTERIOR INTERIOR Prepared By: DATE: 11-15 -O i SCALE: N.T.S. DWG. 3Y. WLN L GHK. BY: RW DRAWING NO.: 5-2108-OiBUILDINGDROPS, INC. Phone: 407-644-6957 SHEET 4 O 8578Fox: 407-644-2366 74.50" MAX. O.A. FRAME WIDTH SEE DETAIL 2 ON THIS SHT. SEE DETAIL 4 TYP ON THIS SHT. TYP 6.00" TY T I 250 3.00" TYP1 I 1 1 1 III I I 8.125" jjI SU 51 6 TYP TYP. 25. 94" SPACES @ 14.25" SEE DETAIL 5 97 50" ON THIS SHT. MAX. 1 24.00" O. k FRAME 12.00"1 1 I HEIGHT 26. 00" 36. 63" t6 y} --- 3. 00" TYP I J 12.13" TYP. YP. I-- 7.00" TYP. TYP. TSEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 25 ± 6 41 000 41 DETAIL 2® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR 1 E 4 97. 50" MAX. O. A. FRAME HEIGHT 70. 25" MAX. O.A. FRAME WIDTH 4. 50" TYP— 9.OU" TYP. 3. 00" TY . 44iy5P8-" 6.00" TYP. 3. 00" TYP -I ( j-I 00" YP. I 6. 00 { TYP I I IIll i I 1 I I l i I 8 11 5TYP. - - 6 SEE NOTE 5 25.94" SPACES ON SHEET 4 SEE DETAIL b ON THIS SHT. 25 TYP. 24.00" n 2.00" J- _ _ 1 IL 26.00" 36. 625" jI 16 \ i TYP. 3. 00" TYP---)--3.00" TYP. 3. 00"ITYP-- f--' - 7,00" TYP. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL 5 DETAIL 6 STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB TAPE SEE DETAIL 4 ON THIS SHT. 0 0 rn Zoc M WW 00 x v W rMQZ 7 c' ex Lam% 5" MIN. I ~ c o! C-SINK. N w 16 57 25- W o w SEE NOTE 10 0 0 0 o w ON SHEET 4 O O O O Uu DETAIL 7 a o F IRWO) NTERSINK FOR INSTALLATION ANCHORS Xi` ..t DATE:- 7'3i . QrPrepared By: SCALE: N.T.S. DWG. BY: WLN CHK. eY: RW DRAW Nc o.: w v• sz ' jiBUILDINGDROPS, INC. 5-2108-01 Phone: 407-644-6957 sHEE 5 DE 8 n pd zssaFax: 4oT-644-2366