The URL can be used to link to this page

Home My WebLink About314 Clydesdale CirL~ Application No: —61- k t Documented Construction Value: S Job Address: 37 L C U62 O, \-e, CA( Il.istoric District: Yes No [` Parcel ID: 0-- "Sacv - 600 Z 4 Residential ommerciai - I'ype of Work: Nene Addition Alteration Repair L_.J Detnt Changei,f Use El Move El REPLACE — Description of Work: r, - L 51 Z% t Plan ReVieW Contact P r:st3rt:MFGAN CONSTABLE Title: AGENT Phone: 352-300-3360 rrtx: 352-861-7587 Etmtif: PERMITSPLUSLLC@GMAIL.COM Property Owner Information Nante L (1 $ C Phone 1 Street: ILA C w6f-SciQ,It? l r Resident of property? - YES City., State zip S.t r IS71 3272D Contractor Information LOWES - PETER A GAFARO 352-300-3360NamePhone Street: PO BOX 781933 Fax: 861-7587 City, State :trip. ORLANDO, FL 32878 State License No.: CGC1508417 ArchitedtlEngineer Information Nrntc: NIA I}hone Street: Fax: Cite, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: Address: Address: WARNING TO OWNER: VOUR FAILURE TO RECORD A Nb'rlC_'ly Ol, COiNIMI.:NCEMEuN'I' MAY RESUI.7 I1? YOUR PAYING TWICE FOR UNIPROVENIENTs 'TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT INWSI' 11t RECORDED AND POSITED ON Tim ,lou sITE BEFORE TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING* CONSULT WITH YOUR 1XNDER Ott A! ATTORNEY BEFORE RECORDING YOUR NOTICE 01. COMNIENCEi13F?NT. Application is hereby made to obtain a punnit to clothe work ant} installations as indicated. 1 certify that no work;or installation has conirtlrttced prior to Clic issuance of a pt unit and that a1l.xvork triilbe perfortned to meet standards p all laws. regulating constrUcfiou in this jurisdiction. :t understand that. a separale permit ntust be secured for electrical work, plumbing, suns, welts, ^pgoIs, furnaces, boilers, heaters, tanks, and air conditioners, etc. FIiC;.105.3 Shalt tic inscribed with the.dutrof applicatian and the code in effect. its of that :date: 511 Edition (2414) Florida Building -Code Rcviscd" Junc 30, 2015 Perna Appiicaunro 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. signature oroumatAgent DIM LtOa,L r0tAlUl 'd -2-1k4k4 Signature of or/Asm! Date MEGAN CONSTAOF Print Owner/Agau's Nium Prun signature or Notary4we or nonda Date Name 9z•I CHR)*TY M GALAS My COMMISSION #FF049697 OP F—'OPS EXPIRES September 29. 2017 407) 398-0153 Florid allotaryService.com Owner/Agent is Personally Known to Me or Contractor/Agent is rsonally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[:3 Electrical Mechanical Plumbing[] Gas[] Roof[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: Now Construction: Electric - # of Amps Plumping - # of Fixtures Fire Sprinkler Permit: Yes[] No N of Heads _ APPROVALS: ZONING: fUTILI'T'IES: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: 45e i•10(, Revisad: lune 30.2015 Pamu AppbeatM REQUIRED INSPECTION SEQUENCE BP# lam- Z215' Address: i'-1 e.LAbt,S,A-tZ BUILDING PERMIT Min Max Inspection 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 1ploo Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICALPERMIT Min Max Ins ection Description Mechanical Rough Mechanical Final Min Max Inspection Descri tion Gas Underground Gas Rough Gas Final Property Record Card djo.Cnl Parcel: 18-20-31-506-0000-0020 PRO Owner: GONZALEZ LYNNETTE S & BERMUDEZ ALIDA M C Property Address: 314 CLYDESDALE CIR SANFORD. FL 32773 Parcel Information 2015 CertifiedParcel18-20-31-506-0000-0020 Owner GONZALEZ LYNNETTE S & BERMUDEZ ALIDA M C Property Address 314 CLYDESDALE CIR SANFORD, FL 32773 Mailing 314 CLYDESDALE CIR SANFORD, FL 32773 Subdivision Name BAKERS CROSSING PHASE 2 v Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2006) Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $131,433 119,061 Depreciated EXFT Value 1 $15,025 15,567 Land Value (Market) $32,000 30,000 Land Value Ag m.... ....... ...... ... _....... JusUMarket Value $178,458 164,628 Portability Adj m......................__..d. i Save Our Homes Adj $55,774 42,797 Amendment 1 Adj P&G Adj i $0 0 Assessed Value ; $122,684 121,831 Tax Amount without SOH: $2,529.00 2015 Tax Bill Amount $1,658.00 Tax Estimator Save Our Homes Savings: $871.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 122,684 50,000 72,684 Schools 122,684 25,000 97,684 City Sanford 122,684: 50,0001 72,684 SJWM(Saint Johns Water Management) 122,684 50,0001 72,684 County Bonds 122,684 50,000 72,684 Sales Description Date Book i............ Page Amount Qualified a................................... ................................. Vac/Imp WARRANTY DEED 4/1/2016 08705 0697 213,000 Yes Improved WARRANTY DEED 3/1/2008 06961 0988 100 No Improved WARRANTY DEED 8/1/2005 05811 1442 275,000: Yes Improved CORRECTIVE DEED8/1/2003 j 04974 1324 100 No Vacant WARRANTY DEED 7/1/2003 11 04952 0026 159,200 Yes Improved WARRANTY DEED i 4/1/2003 04788 1517 224,000 No Vacant Fuad Oomparablc Sa12s Land Method Frontage Depth Units Units Price Land Value LOT 1 32,000.00 < 32,000 1 Building Information IsBed,•'Baih count_inccrrect?_Click_Here,. Description Fixtures ( Bed Bath I Base Area Total SF Living SF Ext Wall Adj Value ' Repl Value Appendages IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Date: SLI l To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and apply to: c ' n, ;CIIA for a AC)o f S permit for work to be performed at: Lot: 2Blk: Sec: Twp: / 2-b Rge: SI Subdivisionkl ' ` C( i Parcel or Altkey: Address of Job: 'i I 1e. Owner of Property:071A,e--L- and to sign and do all things necessa to this appointment. Thank you for your assist e. Sincerely, Peter thony Cafaro III Pr' ary State Qualifier C1508417 State of Florida County of Orange The foregoing instrument was who did not take an oath. Sworn to and s cribe efo Notary lic before me by Peter Anthony Cafaro III, who is personally known to me and me this ,day of 2016. . 10/21/2016 S AL] All V, AUG 04 2016 BY: CHRISTY M GALAS MY COMMISSION #FF049697 reoFF oP: EXPIRES September 29. 2017 407) 398-0153 Florid allotaryServlce com S AL] All V, AUG 04 2016 BY: STORE COPY N INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INT/EXT/PATIO DOOR N LOWE'S OF SANFORD, FL, STORE # 1657 STORE PHONE: (407) 430-4060i v a 780 S ORLANDO DR SALESPERSON: RICHARD SAHAGUN Au 4,2016SANFORD, FL 32773-5614 SALESPERSON ID: 2025241 j 0 Document Print Date: 07/31/2016 r`LT • _ ice This is only a Quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a Lowe's receipt, upon which ',46-entife'agree- ment, including the specifically completed pages of this document, the Terms and Conditions included with this document, the applicable portion(s) of Lowe's receipt, and any other addenda or attachments hereto, shall be referred to herein as this "Contract." A A 0% o 0 0 M ti 0 lzr u1 P— CLQ 0 M 01 0 0 00 0 110 0N Lowe's Registration or Contractor License Number / Lowe's Contractor Name Florida Contractor License Number CGC1508417 MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY 4874: 366-PFJ7 : STK: PFJCASE366 2-1/4-INX11/16-INX7-FT : PFJCASE366 2-1/4-INX1 1/16-INX7-FT: METRIE INDUSTRIES INC - QTY 3 178870: L 88770FJPMD : STK: PFJ STP L887 1-1/4-INX3/8-INX7-FT : PFJ STP L887 1-1/4-INX3/8-INX7-FT : EMPIRE COMPANY, INC. (THE) - QTY 4 209626: 02018: STK: PVC LATTICE 8 -FT: PVC LATTICE 8 -FT: EAST COAST MILLWORK DISTRIBUTI - QTY 6 238344: 2826-12: STK: 3/4X3.5X12RF EMBOSD PVC TRM BOARD: 3/4X3.5X12RF EMBOSD PVC TRM BOARD: ROYAL MOULDINGS LIMITED - QTY 2 238345: 2827-8: STK: 3/4X5.5X8 RF EMBOSD PVC TRM BOARD: 3/4X5.5X8 RF EMBOSD PVC TRM BOARD: ROYAL MOULDINGS LIMITED - QTY 1 238353: 2866: STK: 1X3.5X10 RF EMBOSD PVC TRIM BOARD: 1X3.5X10 RF EMBOSD PVC TRIM BOARD: ROYAL MOULDINGS LIMITED - QTY 1 314407: OGL10408-AG : STK: 1X4X8 TREATED APPEARANCE GRADE: 1X4X8 TREATED APPEARANCE GRADE: SUNBELT FOREST PRODUCTS - CITY 5 Store 1657 Project No. 481487488 for LYNNETTE SANCHEZ Page 1 of 7 Customer Name Home Phone S LYNNETTE SANCHEZ 321-439-5111 O Customer Address Other Phone 314 CLYDESDALE CIR L City State / Province Zip / Postal Code D SANFORD FL 32773 Installation Address T 314 CLYDESDALE CIR O Installation City Installation State/Province Installation Zip/Postal Code SANFORD FL 32773 MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY 4874: 366-PFJ7 : STK: PFJCASE366 2-1/4-INX11/16-INX7-FT : PFJCASE366 2-1/4-INX1 1/16-INX7-FT: METRIE INDUSTRIES INC - QTY 3 178870: L 88770FJPMD : STK: PFJ STP L887 1-1/4-INX3/8-INX7-FT : PFJ STP L887 1-1/4-INX3/8-INX7-FT : EMPIRE COMPANY, INC. (THE) - QTY 4 209626: 02018: STK: PVC LATTICE 8 -FT: PVC LATTICE 8 -FT: EAST COAST MILLWORK DISTRIBUTI - QTY 6 238344: 2826-12: STK: 3/4X3.5X12RF EMBOSD PVC TRM BOARD: 3/4X3.5X12RF EMBOSD PVC TRM BOARD: ROYAL MOULDINGS LIMITED - QTY 2 238345: 2827-8: STK: 3/4X5.5X8 RF EMBOSD PVC TRM BOARD: 3/4X5.5X8 RF EMBOSD PVC TRM BOARD: ROYAL MOULDINGS LIMITED - QTY 1 238353: 2866: STK: 1X3.5X10 RF EMBOSD PVC TRIM BOARD: 1X3.5X10 RF EMBOSD PVC TRIM BOARD: ROYAL MOULDINGS LIMITED - QTY 1 314407: OGL10408-AG : STK: 1X4X8 TREATED APPEARANCE GRADE: 1X4X8 TREATED APPEARANCE GRADE: SUNBELT FOREST PRODUCTS - CITY 5 Store 1657 Project No. 481487488 for LYNNETTE SANCHEZ Page 1 of 7 I Stock or SOS: SOS Select Location : Front Door Hardwood (Mahogany or Oak) Door: No Total Number of Side Lights and Transoms : 1 Number of additional holes bored for accessories : None Install Storm Door : No Door Type : Patio Select New Door: Sliding Hidden Damage Description : None Install Specialized Mortise Hardware: No Deliver Door: No Permit Required : Yes Permit Fee : Yes Bring Up To Code Description: Install bucks Local Disposal Fee: Yes Other Work Charge: Yes Lead Safe Practices: No STORE COPY Materials Price 1$ 177.8 INSTALLATION DESCRIPTION Door Type : Exterior Select New Door: Single Pre -hung Side Lights or Transoms : Yes Hidden Damage Description: None Install Specialized Mortise Hardware: No Stock or SOS: SOS Select Location : Back Door Side Lights or Transoms : No Number of additional holes bored for accessories : None Total Linear Feet of Custom Trim to be Installed : 0 Customer Understands Scope of the Project : Yes Who Will Obtain Permit: Third Party Additional Miles Traveled over 20: 0 Bring Up To Code Charge: Yes Describe Other Work Needed : Door #1 Build under silVDoor #2 Oversized door Comments : Customer is responsible for any screw holes and any touchups Additional Specifications: Labor Charges $ 1 Detail Deduction -$ Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if prop- erty is governed by Historic District Regulations. Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for Familes, Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photograghs of the Premises where In- stallation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title, interest in and to the photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in Store 1657 Project No. 481487488 for LYNNETTE SANCHEZ Page 2 of 7 0 0 0 0 0 N print and/or a ectronic and agrees thatLowe's may use such photographs for any lawful purpose, city, illustration, training and Web content. By initialing here, Customer agrees to the foregoing. STORE COPY Customer to initial to the left]. NOTICE TO CUSTOMER - PRICE CALCULATIONS: In order to properly perform the installation of certain Goods, the Contract Price may include more Goods than actually will be installed based on the measured square footage of the Project Area. As a result, the parties agree that the lump -sum Price stated in this Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste), which may exceed the actual square footage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract (including waste). By signing this Contract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded once the Installation Services are performed.. NOTICE OF ARBITRATION AGREEMENT This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES e applicable SUB -TOTAL 1538 TAX 0. DELIVERY 79. ORDER TOTAL 1617 BALANCE DUE r Work is to commence upon reasonable av aiillablity of Contractor which is anticipated to be ^ [fill in date]. Estimated completion date is /W " [fill in date]. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE . WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT Store 1657 Project No. 481487488 for LYNNETTE SANCHEZ Page 3 of 7 N Ln 0- a, o, 100 0 M 0 Ln L 01- 00 0 00 0 10 0 N STORE COPY KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI- ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM- PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. WITNESS OUR HANb( D( ) AND SEAL(S) BELOW THIS 31 DAY OF Tv a/6 Lowe's Home Cebters{LLC By: Print Name/+Lf S • G / , oda Address City State / Province Zip / Postal Code Seal) Seal) Owner Prin Name Seal) Co -Owner or Witness Print Name Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation of this right. Store 1657 Project No. 481487488 for LYNNETTE SANCHEZ Page 4 of 7 r City of Sanford tir Doors -Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: MX,/Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Cg' Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. 7, Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). 0 Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). E/ Two (2) copies of the floor plan indicating size, type and location of windows/doors. Z// Completed and signed Statewide Product Approval Specification Form. K;,/ /Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. AUG 0 4 2016 ` BY: Revised: February 2015 Product Ap77PA? ification Form Permit # # 1 6 - 2.2 1 5 Project Location Address 314 CLYDESDALE CIR As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging MASONITE FIBERGLASS 4334.6 Sliding ATRIUM SLIDING 11646.2 Sectional Roll Up Automatic REVIEWEDFOR 01DECOMPLIANCE Other 2. Windows PLANS EXAMINER Single Hun I ', Horizontal Slider DATE Casement Double Hun Fixed SANFORD B IL Awning A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Pass Through Projected ND N0T ASLICENSETP R SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Mullions MIT PREVENTCODES, N , 11 n1K1r-r)Fr:iCiAI FROM AFTER Wind Breaker REQUIRIN 3 A CORRECTION OF ERRORS IN PLANS, Dual Action Other June 2014 Gategory/Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors ! Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 a a No0 0 M ti O r a 0 Door Un4v to measerre 9fargt 6fi)! 3lasra s 1 3 111b1ibampR 111 M fArOi{0!r [p. }iBJ^ld eld f+a'$a Alfrtl OX mw - /7Q"8llrlgfrwft ffJm"A k&§" A SAtd'ef kite£a ar j y ift I Fftblft I nsnm ate` •' Stone tAaojnetlusn4e a713siFsrl.SrlPrE ;` o a[3 101, at BCIS Home Log In User Registration , Hot Topics Submit Surcharge j Stats & Facts Publications FBC Staff BCIS Site Map Links Search SER: roduct Approval Public User a Product Apert7,vao Meru > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 11646.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Raarrh Racultc - Annlirwtinnc FL# type Manufacturer Validated By Status FL11646- Revision Atrium Companies Inc. FL#: FL11646.2 American Architectural Manufacturers Association Approved R6 History Model: 332/388 Sliding Glass Door 214) 878-1642 Description: SD -R40 72 x 96 (388), SD -R50 72 x 82 388), SD -R50 71 x 96 (332), SD -R50 95 x 80 (332) Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Approvea by UbPR. Approvals by UbPR snail be revlewea ana ratlrlea by the Put, ana/or the Uommission it necessary. Contact Us :: 2601 Blair Stone Road, 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 entails 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: W INSTALLATION NOTES. 1. ONE (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUMNUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHINI MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHINI SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOODSCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE, 7. THROUGH FRAME:FOR INSTALLATION THROUGH SX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.42. B'CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90. ATRIUM COMPANIES, INC. 332/388 SLIDING GLASS DOOR NON—IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 & 2010 FLORIDA BUILDING CODE (FBC) & THE 2009 IBC/IRC, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER ORARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: VINYL/PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL. 8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL 9. APPROVED CONFIGURATION: 2 TRACK: OX, XO DESIGN PRESSURE RATING SIZE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 A ELEVATIONS & ANCHOR LAYOUTS 3 A ELEVATIONS& ANCHOR LAYOUTS 4 A ELEVATIONS & ANCHOR LAYOUTS 5 A VERTICAL SECTIONS & GLAZING DETAIL 6 A HORIZONTAL SECTIONS 7 A BILL OF MATERIALS & COMPONENTS DESIGN PRESSURE RATING SIZE DESIGN PRESSURE M1551LE IMPACT RATIN 72" X 96" • 40.0 / -40.0 PSF 50.0 / -50.0 PSF NON -IMPACT 50.0 / -50.0 PSF 50.0 / -50.0 P5F 71" X 96" 72" X 82" * 96" X 80" UNIT USES ALUMINUM REINFORCEMENTS ALEX SPYROU 2012.02.28 10:33:34 05'00' Jl A CDM P ANI E5, INC. 9001 AMRA55ADOR ROW DALLAS, XA575247 PH: (214) 637-2696 FX: (214) 424673 Q I N 10 V TATE OF T 6 m< m Z W M y DWG #: ATR025 SHEET: 1 OF 7 72.00" MAX. DOOR WIDTH 31.50".MAX. 36.00" MAX. 50" 68.00" D.LO. PANEL WIDTH 8.00" MAX. E 4.00" MAX. FROM ATRERJM B O.C. TYP. 5 5 CORNERS, TYP. HEIGHT c o u= AN IES, i N c. 4 4.00" MAX. FROM 01 CORNERS, TYP. s l AMBASSADOR ROW DALLAS, TEXAS 75247 8.00" MAX. PH (214)637-2696 FX: (214) 424-6734 a0 O.C. TYP. O uS ry M V 1 Oe d N O Lo (n n 96.00" 92. m ¢ a oc > T MAX. M E ow vmj p N Y LL DOOR PA 5 Z w 1 H 2 HEIGHT HEI N o W< m a m aINSTALLATION ANCHOR, TYP U)) w j e Z ui m L H n g333 S LU a d o xj 11'o N 4 Row 4 Q ELEVATION ANCHOR LAYOUT to EXTERIOR VIEW - FIN INSTALLATION FIN INSTALLATION z LU 72.00" MAX. DOOR WIDTH O Z 31.50" MAX. 36.00" MAX. u D.L.O. PANEL WIDTH 20.00" MAX. O.L. TYP. 6.00" MAX. FROM CORNERS, TYP. H f4 Q w LU 6.00" MAX. FROM Lx N CORNERS, TYP. O ¢ i 20.00"AX. O.C. TYP. y ( - 0J96. 00" 92.50" 88.00" MAX. MAX. D G y EN3b M AX. H F DO 5ORPANELD.L.O. 5 5 5 No 0 HEIGHTHEI ANCHOR, TYPINSTALLATION TATE OF on4?`',. Ill.'ONA fooll NxQ ZI- o0 3' mx z A DWG #: 4 ANCHOR LAYOUT ATR025yELEVATION SHEET: 2 OF 7FINLESSINSTALLATION EXTERIOR VIEW -FINLESS INSTALLATION HEIGHT 50" 68.00" AX. MAX. E H F NEL D.L.O. 5 5 5 HEIGHT HEIGHT HEIGHTHEIGHTHEIGHT 80.000" 78.00" 72.00' 5 MAX. MAX. MAX. DOOR PANEL D.L.O. HEIGHT HEIGHT HEIGHT 80.000" 78.00" 72.00' 5 MAX. MAX. MAX. DOOR PANEL D.L.O. HEIGHT HEIGHT HEIGHT 1 1 I 96.000" MAX. DOOR WIDTH 44.00" MAX. 45.000" MAX. D. L. O. F PANEL WIDTH j Bow 4 ELEVATION EXTERIOR VIEW - FIN INSTALLATION 96.000" MAX. DOOR WIDTH 44.00" MAX. 45.000" MAX. D. Q.O.-IF PANEL WIDTH v m ZZOJ d N N a N In OW h D¢ Q N y LL flo 0.. F 5 to 01 1 X.. m n LijCL Bow 4 ELEVATION EXTERIOR VIEW - FIN INSTALLATION 96.000" MAX. DOOR WIDTH 44.00" MAX. 45.000" MAX. D. Q.O.-IF PANEL WIDTH 4 ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION ry v d.00" MAX. FROM CORNERS, TYP. 4.00" MAX. FROM CORNERS ,TYP. ANCHOR LAYOUT FIN INSTALLATION 17 nn" AAA V 8.00" MAX. O.C. TYP. INSTALLATION ANCHOR, TYP A nO" MAX. FROM ORNERS, TYP. 6.00" MAX. FROM CORNERS, TYP. ANCHOR LAYOUT FINLESS INSTALLATION AAX. YP, INSTALLATION ANCHOR, TYP A aWM. 9001 AMBASSADOR ROW DALLAS, TFXAS ]524] PH:(214)63]-2696 FX: (214)424-6]34 v m Z ZOJ d N N a N In OW h D¢ Q N y LL 4a w u OLADN 0""X" w<ZQ Iii m n LijCL 4 ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION ry v d.00" MAX. FROM CORNERS, TYP. 4.00" MAX. FROM CORNERS ,TYP. ANCHOR LAYOUT FIN INSTALLATION 17 nn" AAA V 8.00" MAX. O.C. TYP. INSTALLATION ANCHOR, TYP A nO" MAX. FROM ORNERS, TYP. 6.00" MAX. FROM CORNERS, TYP. ANCHOR LAYOUT FINLESS INSTALLATION AAX. YP, INSTALLATION ANCHOR, TYP A aWM. 9001 AMBASSADOR ROW DALLAS, TFXAS ]524] PH:(214)63]-2696 FX: (214)424-6]34 v m ZZOJ d N N a N In OW h D¢ Q N y LL 4a w u OL ADN Z 5m a w<ZQ Iii m n LijCL No r co 15* W p Q mZ a M v Z 0 a v DWG #: ATR025 SHEET: 3 OF HEIGHT 72.00" MAX. DOOR WIDTH — 421L 50" 73.50" 31.25" MAX. 36.00" MAX. AX. MAX. E H NEL D.L.O. 5 D.L.O. PANEL WIDTH B 8.00"MAX. O.C. TYP. 4.00" MAX. FROM CORNERS, TYP. COM' ANI ES, INC. 4 4.00" MAX. FROM 9001 AMBASSADOR ROW CORNERS, TYP. DALLAS, TEXAS 752A7 PH',(214)637-2696 FX'(214)424-6734 p m 8.00" MAX. O.C. TYP. m a N mN m Q j O W M n O> J v 82.00" 78. m o v) Y x MAX. M EoE Q p z dDOORPA5Nmmo a HEIGHT HEI INSTALLATION 1n Q 2LumANCHOR, TYP wLlollH W Ne a I o_ B ovE Q 4 ELEVATION ANCHOR LAYOUT m EXTERIOR VIEW -FIN INSTALLATION FIN INSTALLATION ZLu O Z 72.00" MAX. DOOR WIDTH Z vN5 _ 31.25" MAX. 36.00" MAX. p D.L.O. PANEL WIDTH 20.00" MAX. O.C. TYP. III II4 6.00" MAX. FROM I CORNERS, TYP. O W o Z5 oN 6.00" MAX. FROM m CORNERS, TYP. O Q Z a 17.50" MAX. SA 6 O.C. TYP. 82. 00" 78.50" MAX. 73.50" MAX. D H G No Q>t" AX. MAX. a DO OR HEIHEIGHT PANEL D.L.O. 5 5 5 T TE F 28 7v r' s" INSTALLATION ANCHOR, TYPlow Ir er W " (b T W zx A Q N Z ti Y< p 3 V S Z y 4 10 DWG #: ANCHOR LAYOUTELEVATION ATR025 g EXTERIOR VIEW -FINLESS INSTALLATION FINLESS INSTALLATION SHEET: 4 of 7a HEIGHT 50" 73.50" AX. MAX. E H NEL D.L.O. 5 5 HEIGHT HEIGHT HEIGHTHEIGHT HEIGHT 1 1/2" MIN. EMBEDMENT 2X WOOD FRAME---------\ BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE 1X WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR FINISH BY OTHERS o Y 7 ` AM TR , n/ e COBPANiEs,IINNC. 9001 AMBASSADOR ROW DALLAS, TEXAS 75247 PH:(214)637-2696 FX:(Z14)424-6734 1/4" MAX. SHIM PERIMETER CAULK 1 LI 0BYOTHERS O.A. DOOR EXTERIOR z d 3 0 F a 5 HEIGHT 4 12 INTERIOR 1/4" MAX. SHIM 6 p NY X 1 17 SEE GLAZING 19 a DETAIL w 14 15 13 g VERTICAL SECTION O.A. DOOR 4 4 2X WOOD FRAME - HEAD v3 m H FIN INSTALLATION 13 SEE GLAZING 17 3 Lu DETAIL 22 15 DETAIL 14 w EXTERIOR 16 14 17 13 INTERIOR 4 p 19 O.A. DOOR HEIGHT IA 20 it 0 12 PERIMETER CAULK 3 BY OTHERS O Q 11/4" MIN. 3/16" ITW TAPCON INSTALLATION ANCHOR EMBEDMENT CONCRETE/MASONRY 2 1/2" MIN. BY OTHERS EDGE DISTANCE q VERTICAL SECTION 4 CONCRETE/MASONRY - SILL FINLESS INSTALLATION 2 1/2" MIN. EDGE DISTANCE 1X WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR FINISH BY OTHERS o 3/16" ITW TAPCON INSTALLATION ANCHOR 11/4" MIN. 7 ` AM TR , n/ e COBPANiEs,IINNC. 9001 AMBASSADOR ROW DALLAS, TEXAS 75247 PH:(214)637-2696 FX:(Z14)424-6734 m PERIMETER CAULK EMBEDMENT 0BYOTHERS z d 3 0 F N N d Nh UD OW'n n 10> 1/4" MAX. SHIM v3 p NY X 1A L J Z4 W Q N V' U a' EXTERIOR a 5 w T ~ Q 1..1 W •S m O.A. DOOR 4 12 INTERIOR v3 m H HEIGHT 6 Lil n a 3173 Lu SEE GLAZING 22 DETAIL w14 15 13 p N EXTERIOR VERTICAL SECTION 4 CONCRETE/MASONRY - HEAD FINLESS INSTALLATION WITH WOOD BUCK OR DIRECTLY TO CONCRETE/MASONRY 0.75" O.A. INSULATED GLASS 15 i T 0.50" GLA55 SITE INTERIOR GLAZING DETAIL NOTES: 1. GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300-04 REQUIREMENT GLASS CHARTS, 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN 2007 4 2010 FBC SECTION 2406. V) Zw zZ H o T- H Lu V IJO Lu w oNpo1L vmW m,... IK zm 3ti =_ uz DWG #: ATR025 SHEET: 5 OF '7 2X WOOD FRAME 3/4" MIN. EDGE BY OTHERS DISTANCE 8 WOOD SCREW 1/4" MAX. SHIM INSTALLATION ANCHOR 14 2 1/2" MIN. INTERIOR a ¢ EDGEw Z0 SEE GLAZING 11/2" MIN. LJ EMBEDMENT DETAIL II \\ BY OTHERS EXTERIOR FINISH ----/1 15 13 BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR WIDTH — E HORIZONTAL SECTION 5 2X WOOD FRAME - JAMB FIN INSTALLATION 2X WOOD FRAME 1 1/2" MIN. BY OTHERS EMBEDMENT 10 WOOD SCREW 1/4" MAX. SHIM INSTALLATION ANCHOR INTERIOR 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL EXTERIOR SHEATHING BY OTHERS EXTERIOR FINI5H7 L IA 15 13 BY OTHERS PERIMETER CAULK O.A. DOOR WIDTH BY OTHERS p HORIZONTAL SECTION 5 2X WOOD FRAME -JAMB FINLESS INSTALLATION HORIZONTAL SECTION 5 INTERLOCK STEEL REBAR H HORIZONTAL SECTION 5 INTERLOCK ALUMINUM REBAR 11/4" MIN. EMBEDMENT 1/4" MAX. SHIM CAULK BETWEEN 1X WOOD BUCK 6 CONCRETE/MASONRY BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR 13 12 17 INTERIORDALLAS, 6• Jdh ATREIUM c o B P n 9 1 El 111. 9001 AMBASSAOOR ROW reXA5 71247 PH'(214)637-2696 FX(214)424-6734 mO o m WW ZdNN o wm S21/2" MIN. m a ¢ EDGEw Z0 Y LL DISTjANCE Z o Z., Z d T 1 n = W z+ m 3EXTERIORm S1XWOODBUCKJ H 3 W BY OTHERS (OPTIONAL) d 15 14 21 8 lA EXTERIOR FINISH BY OTHERS H o PERIMETER CAULK o N O.A. DOOR WIDTH BY OTHERS HORIZONTAL SECTION m CONCRETE/MASONRY - JAMB5 Z WFINLESSINSTALLATIONWITHWOODBUCK OR DIRECTLY TO CONCRETE/MASONRY O Z H Icu w H m O W o o LL 11-15 m ti== vZ O p V DWG #: OF 7 OSCREEN TRACK VINYL TYPICAL WALL THICKNE55:.050" 0.648" 0.05" 0.555" OSASH STOP VINYL TYPICAL WALL THICKNESS: .050" 1.638" 1.088" 0.05" OHEAD/SILL/JAMB FRAME (FIN) lA HEAD/SILL/JAMB FRAME (FINLESS) VINYL VINYL TYPICAL WALL THICKNESS: .090" TYPICAL WALL THICKNE55:.090" - 5.633" 5.633" T 3.671" Doa Do 1 e 0.09" e 0.09" OFIXED MEETING RAIL VINYL TYPICAL WALL THICKNE55:.080" 2.274" 0.08.. 1.8135" 1 0 OROLLER TRACK ALUMINUM 6063-T5 TYPICAL WALL THICKNE55:.080" 1.637" 0.8 4" 0.08" OSNAP -IN HEAD/SILL COVER O FIXED STILE REBAR VINYL STEEL TYPICAL WALL THICKNESS: .080" TYPICAL WALL THICKNE55:.078" 1.687" 1.f"7008#11 a 15 GLAZING BEAD s SNAP -IN HEAD/SILL 17 LOCK STILE VINYL VINYL VINYL TYPICAL WALL THICKNESS: .063" TYPICAL WALL THICKNESS: .080" TYPICAL WALL THICKNESS: .080" t - 0.59 3" 1.505' 1.505" 0.887" 0.063" 2.8410 24 0.08" 22 TOP/BOTTOM RAIL BEBAR 2 FIXED STILE REBAR 24 MOVING STILE REBAR ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 TYPICAL WALL THICKNESS: .062" TYPICAL WALL THICKNESS: .13" TYPICAL WALL THICKNE55:.16" 1.049" 1.45" 1.295' 1.563" 0.16" 1.339" 0.062" 0.961" 0.13" T - T- } T T 205" 0.078" 0.94" 18 INTERLOCK STILE VINYL TYPICAL WALL THICKNE55:.080" 2.399" { 1.866" 0.08" 19 MOVING STILE REBAR STEEL TYPICAL WALL THICKNESS: .052" ATR OW CO M PPN I E6, IHC. 9001 AMBA55ADOR ROW DALLA5. TEXA5 75247 PH',(214)637-2696 FX:(214)424-6734 CL J Q BILL OF MATERIALS NV)Z' QL1Jm n ITEM DESCRIPTION PART NO. MATERIAL MANUFACTURER 1 HEAD/SILL/JAMB FRAME (FIN) 3105200267 VINYL ATRIUM COMPANIES, INC. 1A HEAD/SILL/JAMB FRAME (FINLESS) 3105200267 VINYL ATRIUM COMPANIES, INC. 2 FIXED MEETINI6 RAIL 3105205243 VINYL ATRIUM COMPANIES, INC. 3 ROLLER TRACK 3404118951 6063-T5 ATRIUM COMPANIES, INC. 4 SCREEN TRACK 3105205321 VINYL ATRIUM COMPANIES, INC. 5 SASH STOP 3105202685 VINYL ATRIUM COMPANIES, INC. 6 15NAP IN HEAD/SILL COVER 3105202688 VINYL ATRIUM COMPANIES, INC. 7 FIXED STILE REBAR 3041176438 STEEL ATRIUM COMPANIES, INC. 8 KEEPER 6 KEEPER SHIM 3012122494 VINYL ATRIUM COMPANIES, INC. 9 BUMPER 3015010204 VINYL ATRIUM COMPANIES, INC. 10 WEEP HOLE COVER 101 5 2 00 14 8A VINYL ATRIUM COMPANIES, INC. 11 WEEP HOLE COVER A 1015 2 00 14 8 8 VINYL ATRIUM COMPANIES, INC. 12 WOOL PILE (250x 270 58) 3060002503 SCHLEGEL/AMESBURY 13 INSULATED&LASS PANEL N/A GLASS 14 I&LAZING BLOCK (1/8" x 7/8" x 2) 6100080064 ATRIUM COMPANIES, INC. 15 6LAZIN6 BEAD 3105205320 VINYL ATRIUM COMPANIES, INC. 16 SNAP -IN HEAD/SILL 3105205242 VINYL ATRIUM COMPANIES, INC. 17 LOCK STILE 3105205240 VINYL ATRIUM COMPANIES, INC. 18 INTERLOCK STILE 3105205241 VINYL ATRIUM COMPANIES, INC. 19 MOVING STILE REBAR 3040117281 STEEL ATRIUM COMPANIES, INC. 20 STEEL ROLLER 3020007900 STEEL ATRIUM COMPANIES, INC. 21 LOCK 3012002468 STEEL ATRIUM COMPANIES, INC. 22 TOP/BOTTOM RAIL REBAR 6063-T6 ATRIUM COMPANIES, INC. 23 FIXED STILE REBAR 6063-T6 ATRIUM COMPANIES, INC. 24 IMOVIN65 STILE REBAR I I 6063-T6 ATRIUM COMPANIES, INC. OSCREEN TRACK VINYL TYPICAL WALL THICKNE55:.050" 0.648" 0.05" 0.555" OSASH STOP VINYL TYPICAL WALL THICKNESS: .050" 1.638" 1.088" 0.05" OHEAD/SILL/JAMB FRAME (FIN) lA HEAD/SILL/JAMB FRAME (FINLESS) VINYL VINYL TYPICAL WALL THICKNESS: .090" TYPICAL WALL THICKNE55:.090" - 5.633" 5.633" T 3.671" Doa Do 1 e 0.09" e 0.09" OFIXED MEETING RAIL VINYL TYPICAL WALL THICKNE55:.080" 2.274" 0.08.. 1.8135" 1 0 OROLLER TRACK ALUMINUM 6063-T5 TYPICAL WALL THICKNE55:.080" 1.637" 0.8 4" 0.08" OSNAP -IN HEAD/SILL COVER O FIXED STILE REBAR VINYL STEEL TYPICAL WALL THICKNESS: .080" TYPICAL WALL THICKNE55:.078" 1.687" 1.f"7008#11 a 15 GLAZING BEAD s SNAP -IN HEAD/SILL 17 LOCK STILE VINYL VINYL VINYL TYPICAL WALL THICKNESS: .063" TYPICAL WALL THICKNESS: .080" TYPICAL WALL THICKNESS: .080" t - 0.59 3" 1.505' 1.505" 0.887" 0.063" 2.8410 24 0.08" 22 TOP/BOTTOM RAIL BEBAR 2 FIXED STILE REBAR 24 MOVING STILE REBAR ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 TYPICAL WALL THICKNESS: .062" TYPICAL WALL THICKNESS: .13" TYPICAL WALL THICKNE55:.16" 1.049" 1.45" 1.295' 1.563" 0.16" 1.339" 0.062" 0.961" 0.13" T - T- } T T 205" 0.078" 0.94" 18 INTERLOCK STILE VINYL TYPICAL WALL THICKNE55:.080" 2.399" { 1.866" 0.08" 19 MOVING STILE REBAR STEEL TYPICAL WALL THICKNESS: .052" ATR OW CO M PPN I E6, IHC. 9001 AMBA55ADOR ROW DALLA5. TEXA5 75247 PH',(214)637-2696 FX:(214)424-6734 CL J Q v e NV)Z' QL1Jm n m c wQ pc >J a tl7 l9 taiHDa W H j VI m zZH¢ 1 n m ma a J C O N H zV) e u-, d HLui; m LL a33S a a V) Z 1.335" w 1.305" 0.052" LUDZ Q2 Lu O 0 0 m U- L6 la Iu I(O Z DWG #: ATR025 SHEET: 7 OF 7 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links ! Search Product Approval R * 1uSER: Public UserrO Product App'ova. Meru > Product or A. -Plication Searcn > Application List Search Criteria Refine Search Code Version 2014 FL# 4334.6 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL4334- Revision Masonite International National Accreditation & Management Approved RS} FL#: FL4334.6 Institute History Model: Fiberglass Side -hinged Door Units - 804) 684-5124 Impact Rated Description: 6'-8" Opaque I/S Door w/ or w/o Sidelites Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies rpprovea my uorrc. Hpprovais uy u ', snail ue reweweu dnu uy uie r- d u/i nuc , u - y. Contact Us :: 2601 Blair Stone Road, 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: 19001 K._.,: ME 149' W. OVERALL FRALIE WIDTH Q Do 20.5" MAX U HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O.PANEL WIDTH 37.5` MAX. 2 .1 6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES w/as7RacAL FRAME WIDTH S - 30 OU GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO L C) THE FLORIDA BUILDING CODE AND WHERE PRESSURE .n 0) REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM mow, Q DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 0 t}j DOES NOT EXCEED THE DESIGN PRESSURES LISTED. LIJ 2. THIS PRODUCT DOES N07 REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). _ p 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT $ D COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 D DOUBLE DOOR UNIT W/SIDEiJTES & Adel lmtoWJM 33 333 ' NNUffn(n C*ffiimimfb.:.Nsoof4]o x In Do 7z N w. lq ujJa3 a uj 013 ® ® ® ® ® ® ® ® ® ® ® ® ® ® !/1 J Q dz O o a a ow 000 wmw=mom ozzvo a=zdiL-' 001 00 no o 00 Lr) Lo a s Nci In SINGLE DOOR UNIT DOLLJBL DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIO ITS DOUBLE DOOR UNIT W SIDELITES WITH SlDEUTE Wi171 SIDELITE 4 w o v m x z WHERE WATER INFILTRATION PERFORMANCEERFORMANC IS DESIGN PRESSURE RATING REQUIRED TO BE 75% OF DESIGN PRESSURE DATE 2 11 05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING 0 SWIN UTSWING• SCALE: N.T.S. SHEET DESCRIPTION X 7. +70.0 -70.0 +70.0 -70.0 mo-_ 0.0 + 0.0 -70.0 Arc. m: SINS i TYPICAL ELEVATIONS do GEN NOTES XX 4 + 0.5 -50.5 +55.0 -50.5 +44.0 -40. 0ANCHORLOCATIONS61DETAILS OX or XO 75 +50.5 -50.5 +55.0 -5D.5 +40.0 -40.0 +55.0-54. 53ANCHORINGLOCATIONS &DETAILS OXO 112.5 + 0.5 - 0. +55.0 -SD. .+40.0 -40.0 t55.0 -50.5 KURT IiALTHAZOR OSAM7N6 NO.: 505 -50.5 +55.0 -50.5 +40.0 -4 + -50,5 FLORIDA P. E. High om Threshold Design #56533 -MA-FLOIZO-055 smm 1 or 3 SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN C-1 SMOKE DENSITY ASTM D2643 53.48 TENSILE STRENGTH- c ASTM D638 3.2% DIFF c 3" SEE DETAIL C" 3" - 6" 3" SEE DETAIL6 E" 3. 3" 3" 3" L 3,i I t I 16" 6" 66 " 3 0 a J A w0 B A a 6" 6" 3' II 6" r 6" I 3" 3" 3" 3" 3" 3" 0 N a a SEE DETAIL D" J o b w It —Ill ui 1 SEE DETAIL , 8 x 2-1/2" 8 x 2-7/2" # 10 x 2" 10 x 5/8" DETAIL "E" ASTRAGAL 8 x 2-1/2" #10 x i" ATTACH ASTRAGAL RETAINER BOLT 10 x 5/8" STRIKE PLATE TO FRAME 0 10 x 1 " AS SHOWN. 10 X 2 " 0.124' ANNEALANNEALED.. 090• SAn.Ex 1110— DETAIL "C" M*" tokw 0.124• ANNEALED — DETAIL "D" TYP. 1 1, 0.9621 ' 1 1.75" ' 1.047" 1.375" T T T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD SEE DETAIL C. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORAnt£ INSERT OPTIONAL) 0124" TEMP. ALUMINUM OR BUTYLSPACER , ... %6 % 1-1/2" PHS DOW 832 OR EQUAL DOW 632 y ."'va OR EQUALw.t J3 TYPICAL GLAZING DETAIL IMPACT RATED GLASS SCALE M.T.S. DWG. Erf: SWS CHK. EX; DRAWNG NO.: OWC-MA-FLO120-05 SHEET 2 aF 3 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE FLORIDA #62514) WITH THE 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 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". L 3" N a U a SEE DETAIL 0" SHT. 2 Y 7w x S; r G 3" 1.25" oMIN MAX" SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION 2. 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 EMBEDMENT OF 1-1/4". 3, WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. WAPnWGRF SCHFni11F 1. KWIKSET 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 MORTISE BUTT HINGES. o • 4. 1.50" MIN 0,25" SHIM CL ---- -"- TYPICAL WOOD BUCK ANCHOR INSTALLATION 1-Xi/2" CORRUGATED ;10X2" WOOD SCREW 3" FROM EACH END 6" FROM EACH ENO AND 7" OC AND 12" OC ACRYLIC CALK ALATEXC} CAULK CL COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) t2 10X2-1 2" WOOD SCR S EACH END COMPOSITE MULLION (INTEGRAL) 1 U -)MM cc W CS O J J Q Z Lo CJ GOZ Ld all 00 a a saa e: N. T.S. crac. er- or