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Home My WebLink About128 Rose Hill Tr1 c" JAN 18 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ C� 60 Job Address: ' �g I SM, `��1� i�fl L Historic District: Yes ❑ Nog Parcel ID: Residential P Commercial ❑ Type of Work: New ❑ Addition ❑ , Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Person: —( Phonec_19 --�% q. Fax: TtA9,10 ./ Title: A-Cmw% 1 Email: SO/l%� A)A--PCA),+t, k�R 11:T U � �^ Property Owner Information Name l _A�v ��'lrc ,�1 )�1,LSC ♦{¢C� Phone: % ` l 7U 7 Street: ;��6ti- ttt[L '�RA l L Resident of property? City, State Zip:�� Z�V1 Contractor Information Name OW 5 A �Phone:-]s�'6 `M qcM' Street: 3JL S O L9(b Fax: City, State Zip:SN l . 3 L-2 1-3 State License No.: G6-C— U 9� (—] 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: 51h Edition (2014) Florida Building Code gq.oa 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 construct* n d zoning. Signature of Owner/Agent Date gnature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID eP=cA � rAe) Print Contractor/Agent's Name S—gnature'o"f o ary-State of Florida �� Irat Y BA v, 1` • •oMMlssioN �L /��% jember,,, Fes° o m rn %o #FF 139191 Contractor/Agent is Perso //� •,train • Insu2 ;. Produced ID Fvoe of IIs�,.6, °••..••� cF_ �� 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 Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 5&'2442 Revised: June 30, 2015 Permit Application REQUIRED I[ TSF EcCTION SEQUENCE Bpff. I Q . "$ 2, i I�N�U]epD1Gl�I� 11n�Ji��i'� Win Max l us ec tion Descrll flbn. Footer / Setback Stemwall Foundation / Form Board.'Survey Slab [ Mono Slab Prepour Lintel / Tie Beam / FilI / 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 Final: Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Resfdence Final. Building. Other R EWSIEIID: June 2914 Add reSS_ t 9 8 -1-, MIlIIIl Max Ind ecdon Description Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Mnn L` ITnF'r.' T�iv';I N li 9S / ywayxnjiy .{. •N�,,5F I Max l[12spection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final a i l 111 1 .•I \ � III IU f S 1 1 q� 111 ��) 5• . S I I III I I N III Mechanical Rough �Mechanical. - Final -- ci Gas d Under • round - -_ . • s - Final 1 /18/2018 SCPA Parcel View: 18-20-31-503-0000-0150 # Description 'Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective http://parceldetaii.scpafl.org/Parcel Detail I nfo.aspx?PI D=18203150300000150 1 /2 STORE COPY INSTALLATION SERVICES CUSTOMER COI` LOWE'S OF SANFORD, FL, STQRE # 1657 ` 3780 S OR ANDO DR SANFORD., FL 32773-5614 (TRACT-;MWORK - INT/EXT/RATIO::DOOR SPORE PHONE: (407) 430-4060 SALESPERSON: IRIS JACKSON SALESPERSON ID: 1187329 Document Print Date : 01/1112048 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 the entire agree - meat, including the specifically completed pages of this document the Terms and Conditions included with this document; the applicable portion(.$) of Lowe's receipt, and any other addenda or attachments hereto, shall be'referred to herein as this "Contract:" PLEASE REAR THIS ENT IRE'DOCUAMENT. INCLUDING THE "TERMS AND CONDITIONS." BEFORE SIGNING. ,Lowe's Registration or Contractor License Number% Lowe's Contractor Name Florida Contractor License Number CGC1508417 Customer Name Home Phone S LAWRENCE WINSCHEL. 407-323-7749 Customer Address Other Phone 128 ROSE HILL T'RL 407-323-7749 L City_ State / Province Zip / Postal Code SANFORD FL 32773 Installation Address T 128 ROSE HILL TRL O Installation City, Installation State/Province Installation Zip/Postal Code SANFORD FL '312.773 MERCHANDISE AND INSTALLATION SUMMARY M 209620 : 073.18 : STK.: 3/4-INX3-1l2-INX8-FT PVC TRIM BRQ : 3/4-INX3-1/2-INX8-FT PVC TRIM B'RD : EAST COAST MILLWORK:DISTRIBUTI - OTY'6 209626 : 0201.8 : STK : 8-FT'PRIVACY LATTICE : 8-FT' PRIVACI! LATTICE :.EAST COAST MI LLWORKDISTRIBUTI - QTY 12. 314407: OGL10408-AG : STK : 14-871REATEO APPEARANCEE GRADE :,1-4-8 TREATED APPEARANCEE GRADE ::SUNBELT FOREST PRODUCTS - QTY 6 447364 : 719801223661 : STK : 5 332 VYL PD LOW-E W/SCREEN : 5 332 VYL PD'LOW-E'W/SCREEN :ATRIUM WINDOWS- QTY 2. Store 1657 Project No. 529613820 for LAWRENCE WINSCHEL, Page, 1 of 7 STORE COPY Stock or S08 - Stock Select Location : 2 doors in back Side Lights or Transoms : No Number of additional holes bored for accessories None Stock or S OS: Stock Select Location 1: 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: STUCCO Comments: No Comment INSTALLATION DESCRIPTION Door Type: Patio .Select New Door: Sliding Hidden Damage. Description: None Install. Specialized Mortise Hardware: No Door Type: Patio .Select New Door: Sliding, Hidd I , pn Damage Description: None ,Install Specialized Mortise Hardware: No Deliver Door: Yes 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 Additional Specifications: Detail $1 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,lis 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 Pnoyiders, and Schools.. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work in began g . forming Customer of the'Ootenticil 'risk of the lead hazard exposure from renovation activity to be performed. in Customer's dwelling unit. PHOTO RELEASE: Customer grants i to Lowe's and Lowb.'s: employees and independent contractors the %right to take photographs of tlie: 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 photbgraphs,for use in'all market's and media, worldwide, in perpetuity'. Customer authorizes , I Lowe's to I co . pyfight,, use and I . pu . b . I I i , sh the photographs in print and/or electronically, and agrees that L fpl purpo including but'n lirn, e p:owe s may use such photographs: for any law 94 limited to, marketing., advertising, publi- c' city'.ill'ustration, training and Web content. By initialing here, Customer agrees10 the foregoing. [Customer to initial to %the left]. �rfcrrn the install Ition' of certain NOTICE TOCUSTOMER... PRICE CALCULATIONS: In order to properly perform of certain Goods, the Contract Pride. may include more Goods than actually,will be installed based on the measured square footage of the Project Area, As a result, thees'agree that the m lu':p-,sU p artii m. Price stated in this Contract is calculated Uponbo"th the value of the estimated Qoods r6quieed to fulfill the Contract (including waste), which may exceed the actual square footageof the Project: Area, and the labor whichmay be estimated based on the amount of Goods required to fulfill the. - contract (includi I Ing: ,waste .,By, signi Store 1,657 Project No. 52961.3820 for LAWRENCE WINSCHEL Page 2,of 7 STORE COPY r— ce.the.Instal TO COURT to enfor( a NEUTRAL ARBITF MORE LIMITED TH) VIEW BY A COURT. TION ADJubicATic ices are performed.. ON AGREEMENT at all claims by Customer or Lowe.'s, will be resolved by,,BINDING ARBITRATION. Customer and Lowe's GJVE.,UP THE RIGHT TO GO is Contract (EXCEPT for matters that may be taken,to SMALL CLAIMS COURT). Lo.we's'and Customer`s rights .Will'be:determined 'by )R and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING, But the ar . bitration procedures are: SIMPLER AND IULES APPLICABLE IN COURT, Arbitrator decisions are as enforceable as-anyl.court order and are subject"to VERY LIMITED RE- 3. MORE DETAILS- Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- und,'in the Terms and Conditionsof this Contract, TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES Wive applicabte SUB40TAL $2620.14 *TAX $ 0.00 I DELIVERY $ 0101 I ORDER TOTAL $ 2620,1141 Workis to commence upon reasonable availablity of Contractor Which is anticipated to 24� in date). Estimated completion date is [6111n da .NOTICE- TO CUSTOMER All items listed in this contract and sp on this contract form. This assumes s necessitated by defective fective substructur er. DO NOT SIGN THIS CONTRACT BELOW, YOU ARE ACKN ' OWLEDGI THIS CONTRACT.' YOU ARE ENTIT L 'ORS, SUB -SUE TO YOUR PRO AIL TO PAY YO ition sheet(s) are to be', installed under conditions agreed upon at time of purchase, andat the price appearing existing, substructures, superstructure and points of attachments. Extra labor or material incident to installation Iperstructure, points of attachment; or It I he moving::of fixtures or appliances to bebilled,,at extra cost to custom- L COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING IAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND. CONDITIONS, SET FORTH ON 0 A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE, 370. FLORIDA'S CONSTRUCTION LIEN LAW. (SECTIONS 711001- 713.37, FLORIDA PROPERTY OR PROVIDE MATERIALS ON YOUR 00OPE' .. AND SERVICES AND ARE NOT ENFORCE THEIR CLAIM FOR PAYMENT AGAINSTIYOUR PROPERTY. THIS CLAIM IS LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- 17ORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY ?,PAYMENT, EVEN IF YOU .HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. I . F ACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS Store 165.7 Project No. 520613820.tor'LAWRENCE WINSCHEL page 3 of 7 STORE COPY F'HV I tt: I YVUHSELF, YOU SHOULD STIPULATE IN THIS CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A PANY THAT HAS PROVIDED TO YOU:A "NOTICE TO OW'. AND IT IS RECOMMENDED THAT YOU CONSU�T AN ATTt WITNESS OUR HAND($) AND SEAL(S) BELOW THIS_..._ ___DAY OF Lowe's Nome Centers, LLC (Seal) Print Name; `. e Address �c � ✓ cl c—{ ss .Q o i...r(,? Y �-) �1, --wX, d /t 1(_ 1 City State: Province Zeta /Postal k SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO TRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CEN RELEASE OF LIEN FROM ANY PERSON OR COM- FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, Y. Customeracknowledges receipt of a true copy which was completely filled in prior to Custome at any time prior to midnight, on the third business day after the date of this transaction. this right. Owner 11-zi u Print Name Co -Owner or Witness Print Name ;ion hereof. You the customer may cancel this transaction attached Notice of Right to Cancel for an explanation of Store 1657 Project'No. 529613820 for'LAWRENCE WINSCHEL Page 4 of 7 i RECORD COPY City of Sanford Building d Fire Prevention Product Approval Specific g��"on Form Permit # '# 1 8" 4 8 3 DRD (,SAIVr- IT/�� Project Location Address U5C (LL �FZ141 LK 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 Sliding UAW003100RA 63 Sectional Roll Up Automatic Other 2. Windows REVIEVVED FOR CODE umpuMCE Single Hung Horizontal Slider PLANb tAJJFA II ER Casement Double Hun Fixed Awning SAN -VON Pass Through A PERMIT 1 SUED SHALL BE CONSTRUED TO BE A Projected LICENSE ANCEL, ALTER OR SET Mullions ASIDE ANY F THE PROVISIONS OF THE TEGHNIUAL Wind Breaker CODES, OFFICIAL FROM THEREAFTER Dual Action REQUIRIN A CORRECTION OF ERRORS IN PLANS Other June 2014 i Category / 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 u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Sign Applicant's Name (Please Print) June 2014 �Ploats� provld� drmirtng *Om onaW using sling IrW% on i.e«ior> Ertur New Store 1857 Project No. 529? OM for tARRY WINSC HEM: Page 4 d 4 1/18/2018 BCIS Home Log In i User Registration _ Hot Topics Florida Building Code Online 4 3 C Submit Surcharge Stats & Facts Publications ; FBC Staff BCIS Site Map Links Search Product Approval d,byrO USER: Public User Product Approval Menu > Product or Aoolication Search > Application List Search Criteria Refine Search Code Version 2017 FL# 11646 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 Ls - wppucauons Type ;Manufacturer Validated By Revision Atrium Windows & Doors National Accreditation & Management Category: Exterior Doors Institute Subcategory: Sliding Exterior Door (804) 684-5124 Assemblies (.................._........_.als'.--.._.............-.............................._....._..._e,d'-.._..........-........................._................._....-.._..._._.....___..._-i.......................-.._.-....._......................._..._...................................__._...._._.._..._.._......... DBPR. Approvals by DBPR shall be reviewed and ratifiedby the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 Status ................. _............... Validated 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: o FIN-1 eG„ https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 1/ 18/2018 Florida Building Code Online f BCIS Home Log In [ User Registration Hot Topics Submit Surcharge', Stats & Facts ! Publications i FBC Staff ? BCIS Site Map Links Search hx „-Jr Product Approval db s, USER: Public User - - Product Approval Menu > Product or Application Search > Application List > Detail 4 FL # 1646-R9 $� Application Type vision r2017 Code Version Application Status idated Comments Archived Product Manufacturer Atrium Windows & Doors Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 (336)731-9312 tsmith@atriumwindows.com Authorized Signature Thomas Smith tsmith@atriumwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Tommy Smith Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 (336)764-6400 tommy.smith@atr'ium.com Category Exterior Doors Subcategory Sliding Exterior Door Assembli Compliance Method or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Year 2005 2008 Product Approval Method Method 1 Option A Date Submitted 01/09/2018 Date Validated 01/10/2018 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2ffrZeBD6KuZ3UWwypZxHVGROizLkjIF7mkEjgA%3d%3d 1/3 1/18/2018 ' Florida Building Code Online FL # Model, Number or Name Description 11646.1 311/312/378 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame components are fabricated from extruded vinyl (PVC). 11646.2 E 332/388 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance the FBC. All frame components are fabricated from extru vinyl (PVC). R-PG35*-1797x2019 (7lx80)-SD (311), R-PG35-2407x2019 (95x80)-SD (312), R-PG30-1899x2426 (75x96)-SD (312), R- PG35-1829x2083 (72x82)-SD (378) Certification Agency Certificate FL11646 R9 C CAC NIO13248 311 312 378 SGD D0985.01.0f FL11646 R9 C CAC NI013248.01 311 312 378 SGD D0985.01.Ddf FL11646 R9 C CAC NI013248.02 311 312 378 SGD D0986.01.0f FL11646 R9 C CAC NI013248.03 311 312 378 SGD D2326.01.odf FL11646 R9 C CAC NI013248.04-Rl.pdf FL11646 R9 C CAC NI013248.05-Rl.pdf FL11646 R9 C CAC NI013248.06-Rl.odf FL11646 R9 C CAC NI013248.07-Rl.pdf Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL11646 R9 II ATR023 SS 2017-01-17.pdf Verified By: Hermes F. Norero FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R9 AE PER5453 SS 2018-01-09.odf Created by Independent Third Party: Yes SD-R40 72 x 96 (388), SD-R50 72 x 82 (388), SD-R50 71 x 96 (332), SD-R50 95 x 80 (332) Certification Agency Certificate FL11646 R9 C CAC NI013250.01-Rl.odf FL11646 R9 C CAC NI013250.02-Rl.pdf FL11646 R9 C CAC NI013250.03-Rl.pdf FL11646 R9 C CAC NI013250-R1.pdf FL11646 R9 C CAC NI013252.01-Rl.pdf FL11646 R9 C CAC NI013252.02-Rl.odf FL11646 R9 C CAC NI013252.03-111.pdf FL11646 R9 C CAC NI013252-R1.odf Quality Assurance Contract Expiration Date 02/28/2020 Installation Instructions FL11646 R9 II ATR025 SS 2016-10-20.idf Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R9 AE PER5454 SS 2018-01-09.odf Created by Independent Third Party: Yes 11646.3 ; 4000/114000 Sliding Glass Door, HP, SD-R45-1829x2032 (72x80) XO, SD-R20 2438 x 2438 (96 x XO 96) XO, SD-R30 1829 x 2438 (72 x 96) XO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame parts are fabricated from 6063-T5 extruded aluminum. 11646.4 4000/R4000 Sliding Glass Door, Standard, XO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame parts are fabricated from 6063-T5 extruded aluminum. Certification Agency Certificate FL11646 R9 C CAC NI011440.01-R1 4000 R4000 SD C3400.01-801-47.pdf FL11646 R9 C CAC NI011440.02-Rl 4000 SD D2325.01.pdf FL11646 R9 C CAC NI011440.03-R1 4000 SD D2325.0l.pdf Quality Assurance Contract Expiration Date 10/31/2018 Installation Instructions FL11646 R9 II ADW-01 4000 SD HP Installation Instruction.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: SD-R25-1829x2032(72x80) XO Certification Agency Certificate FL11646 R9 C CAC NIO11440-R1 4000 R4000 SD C3400.01-801-47.pdf Quality Assurance Contract Expiration Date 10/31/2018 Installation Instructions FL11646 R9 II ADW-01 4000 SD STD Installation Instruction.pddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: https;//www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K°/a2f'FrZeBD6KuZ3UWwypZxHVGROizLkjIF7mkEjgA%3d°/a3d 2/3 1418/2018 Florida Building Code Online Evaluation Reports Created by Independent Third Party: Erns.; f'3`P..xY 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(i), 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: FIN zfces., https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2tTrZeBD6KuZ3UWwypZxHVGROizLkjIF7mkEjgA%3d%3d 3/3 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE 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 SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOODSCREWS 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 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE I 1141NCH 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 0.55. 8. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90. ATRIUM °TI N 3321388 SLIDING GLASS DOOR (NON -IMPACT) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) & THE CURRENT IBC/IRC, EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-08 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 IS 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 OR ARCHITECT SHALL 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 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAIL. 8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 9. APPROVED CONFIGURATION: 2 TRACK: OX, XO TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 C INSTALLATION ,& GENERAL NOTES 2 C ELEVATIONS & ANCHOR LAYOUTS 3 C ELEVATIONS & ANCHOR LAYOUTS 4 C ELEVATIONS & ANCHOR LAYOUTS 5 C VERTICAL SECTIONS & GLAZING DETAIL 6 C HORIZONTAL SECTIONS DESIGN PRESSURE RATING SIZE DESIGN PRESSURE IS5ILE IMPACT RATIN 72" X 95.5" .40.0 / -40.0 PSF NON -IMPACT 70,75" X 95.50" .50.0 / -50.0 PSF -50.0 / -50.0 P5F 94.75" X 79.50" 150.0 / -50.0 PSF `UNIT USES ALUMINUM REINFORCEMENTS Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2016.10.20 11:03:59 -04'00' 300 WELCOME CENTER BLVD. WELCOME, NC 17374 PH:(214)637-2696 FX(214)424- a O N m �v)Z 02, parnw�- M��Q a Z� w Z a fL Q wr-12ur H H F wm '0 Inob v) e pNp Na u1 D w Z co IlJi ob pa 4- �<.j� LL a a rL � W a O p N O A CT o Z W O Z Z a p H o W H � o o � > a O U w N Q WLu Q U to p O m u U U- ,''��/ om m Ili N 3ti =i uZ O p U V) DWG #: ATR025 SHEET: 1 OF 6 95.50" W MAX. M DOOR PA HEIGHT HE: 9 A D HE -72,00" MAX. DOOR WIDTH — 31.50" MAX36.00" MAX . D.L.O. I I PANEL WIDTH O.� „X 50" 88.00" AX. MAX. E H F JEL D.L.O. 6 6 6 GHT HEIGHT 4 B�P 5 ELEVATION EXTERIOR VIEW - FIN INSTALLATION 72.00" MAX. DOOR WIDTH 31.50" MAX. 36.00" MAX. D.L.O. PANEL WIDTH C 5 i.50" 92.50" 88.00" ,AX. MAX. MAX. D H F 6 6 DOR PANEL D.L.O. 6 CGHT HEIGHT HEIGHT �<k) ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION 8.00" MAX. 2.00" MAX. FROM O.C. TYP. CORNERS, TYP. l �oL�/oli 4 ANCHOR LAYOUT FIN INSTALLATION 2.00" MAX. FROM CORNERS, TYP. 8.00" MAX. O.C. TYP. INSTALLATION ANCHOR, TYP 18.00" MAX. O.C. TYP. 6.00" MAX. FROM CORNERS, TYP. r 1 6.00" MAX. FROM CORNERS, TYP. 18.00" MAX. 6 O.C. TYP. INSTALLATION ANCHOR, TYP ANCHOR LAYOUT FINLESS INSTALLATION to s " ,hid 300 WELCOME CENTER BLVD WELCOME, NC 27374 PK (214)637-2696 F%:(214)424-6734 a m mQ O J H Q LE w.. LL, c) HZ�Z v� m Ze�"Q wQw` >'in Zjm^ NH C�J'z h o vJj p�0 NR wm w Z F�1 F K wLij � a pc x d F '6 N O O .i 6 n ZLuLu w O Z < < H o v a LijZ w O v W N O w pgX 4 ooN u- 1L m (i U i' UI �A m m 6i V) L 3ti =_ 'jz O O V In VG #: ATR025 IEET: 2 OF L 94.75" MAX. DOOR WIDTH 44.00" MAX. 45.000" MAX. D.L.O. PANEL WIDTH 8 5 79.50" 78.00" 7ZOO" 6 MAX. MAX. MAX. DOOR PANEL D.L.O. HEIGHT HEIGHT HEIGHT 6 B wP 5 ELEVATION EXTERIOR VIEW - FIN INSTALLATION 94.75" MAX. DOOR WIDTH 44.00" MAX. 45.000" MAX. D.L.O. PANEL WIDTH C 5 4 6 e 79.50" 78.00" 72.00" 6 E MAX. MAX. MAX. DOOR PANEL D.L.O. HEIGHT HEIGHT HEIGHT r IH b 5 ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION ry ANCHOR LAYOUT FIN INSTALLATION 18.MAX. O.C.C. TYP. N 00" MAX. FROM CORNERS,TYP. 2.00" MAX. FROM CORNERS ,TYP. 8.00" MAX. O.C. TYR INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP. 6.00" MAX. FROM CORNERS, TYP. 18.00" MAX. X O.C. TYP. INSTALLATION /—ANCHOR,TYP Y ANCHOR LAYOUT FINLESS INSTALLATION ATRUUM 300 WELCOME CENTER BLVD. WELCOME, NC 27374 PH: (214) 637-2696 FX: (214) 424-6734 � moNo m dm o5 iv z�' MQ � j 02 p�Uap Jm .0 S LL Z<< aZ w m N Q J m 10 K m V QH� �m L'j m W Z ix m na -ow H F- W CL x a Q O O O O m J J ti ZLuW W O Z E" Z 2 v r/S U W Z H CL o $ o W � LU o a LU a v ~ LL LL Co ` m LL Of v �3 m LL m Z Q N Z J Y W �Z 0 DWG #: ATR025 SHEET: 3 OF 6 72.00" MAX. DOOR WIDTH 31.25" MAX. 36.00" MAX. f2L D.L.O. PANEL WIDTH B 8.00" MAX. O.C. TYP. 2.00" MAX. FROM CORNERS, TYP. AI. w � Y , „ �, � , • � � 1; u e-s , 5 2.00" MAX. FROM 3W WELCOME CENTER BL b. /01 CORNERS, TYP. WELCOME, NC 27374 PH: (214) 637-2696 FX_(214)424-6734 8.00" MAX. a O.C. TYP. V m o o v: g Nunn Z� OS m^ 81.50" 78. "-1�z w 0> OI awMw" MAX. MAX oPr DOOR PA Z 6 �(H w H F4 wm HEIGHT HEI V) a m e v� °D m INSTALLATION w Z ANCHOR, TYP w am <�orn pa a m LU d d O 0 06 O ELEVATION ANCHOR LAYOUT co EXTERIOR VIEW -FIN INSTALLATION FIN INSTALLATION kill Zw ze p H 0 0 H o LU 0 0 18.00" MAX. O.C. TYP. 6.00" MAX. FROM CORNERS, TYP. > (�,j/•J w O O V v ai cl LL 2 H Ln ri 6.00" MAX. FROM CORNERS, TYP. w m w v GG a i� 18.00" MAX. 8 = 6 HE 6 _ F `� b ANCHOR, INSTALLATION '''�� 23 *I PROS` o� j Z A �uN 3`J': k uz O ELEVATION ANCHOR LAYOUT oWG#: s EXTERIOR VIEW - FINLESS INSTALLATION FINLESS INSTALLATION A TRO 2 5 g SHEET: 4 of 6 AX. 50" 73.50" MAX. E ii NEL D.L.O. 6 6 1.50" MAX. 72.00" MAX. DOOR WIDTH 31.25" MAX. 36.00" MAX. D.L.O. PANEL WIDTH C 5 78.50" 73.50" MAX. MAX. D H 1 1/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS—� O.A. DOOR HEIGHT EXTERIOR I SEE GLAZING / DETAIL / —#B WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE i/4" MAX. SHIM INTERIOR VERTICAL SECTION 2X WOOD FRAME - HE5 FIN INSTA SEE GLAZING DETAIL EXTERIOR / INTERIOR O.A. DOOR I HEIGHT / 0 PERIMETER CAULK BY OTHERS I 2 1/2 MIN. EDGE DISTANCE BY OTHERS A VERTICAL SECTION 5 CONCRETE/MASONRY - SILL FINLESS INSTALLATION • 1 1/4" MIN. EMBEDMENT 3/16" ITW TAPCON • ANCHOR CONCRETE/MASONRY 2 1/2" MIN. EDGE DISTANCE 3/16" ITW TAPCON INSTALLATION ANCHOR 1X WOOD BUCK BY OTHERS (OPTIONAL) N . EXTERIOR FINISH - I BY OTHERS 1 1/4" MIN. PERIMETER CAULK EMBEDMENT BY OTHERS } 1/4" ,MAX. SHIM J EXTERIOR a �B O.A. DOOR INTERIOR HEIGHT / I SEE GLAZING / DETAIL / VERTICAL SECTION 5 CONCRETE/MASONRY - HEAD FINLESS INSTALLATION WITH WOOD BUCK OR DIRECTLY TO CONCRETE/MASONRY 0.75" O.A. INSULATED GLASS i 0.50" GLA55 EXTERIOR / BITE INTERIOR / I � O / 1� GLAZING DETAIL N 1. GLA55 THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 REQUIREMENT GLASS CHARTS. 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC. f..3 AIP1l T M 1 300 WELCOME CENTER BLVD. WELCOME, NC 27374 PH:(214)637-2696 FX:(214)424-6734 Of m p mood v d j m 8 m^_ i o 0= ma 1pmm 2� �Z�= Z< H H mnz r CO, Nm vJi>� 'o Na �m w am -- w a a .. c .o a 'D o 0 Zw O z Z Z Q H zLu = v u F-4 o 0 0 Cc u o W `^ � w v w oOLL an Lo CIE H N LL ` m v w � N k J m w LJ~ Q O > V N Z DWG #: ATR025 SHEET: 5 OF 2X WOOD FRAME 3/4" MIN. EDGE BY OTHERS DISTANCE #8 WOOD SCREW 1/4" MAX. SHIM INSTALLATION ANCHOR INTERIOR 1 1/2" MIN. SEE GLAZING EMBEDMENT] Ulm DETAIL I Lam, EXTERIOR SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR WIDTH E HORIZONTAL SECTION 6 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. SEE GLAZING EDGE DISTANCES DETAIL ILIEXTERIOR SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 77 PERIMETER CAULK L O.A. DOOR WIDTH BY OTHERS HORIZONTAL SECTION 6 2XWOOD FRAME -JAMB FINLESS INSTALLATION 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM CAULK BETWEEN IX WOOD BUCK 6 ��ET `v�i, CONCRETE/MASONRY BY OTHERS 3/16" ITW TAPCON s INSTALLATION ANCHOR INTERIOR INTERIOR 300 WELCOME CENTER BLVD. WELCOME, NC 2]3]4 PH: (214) 637-2696 FX:(214) 4246234 O Z ' p a< ° 2 1/2" MIN. N h °+ m O S o a m EDGE e 'n� z w DISTANCE Z O H H e ul ° 1 wp H TpZ m EXTERIOR EXTERIOR w O0 m e .^ IX WOOD BUCK dam BY OTHERS (OPTIONAL) d d EXTERIOR FINISH c o BY OTHERS .p N PERIMETER CAULK 'o N .00 O.A. DOOR WIDTH BY OTHERS 0 0 On J J HORIZONTAL SECTION(::q)HORIZONTAL SECTION 6 INTERLOCK 6 CONCRETE/MASONRY - JAMB STEEL REBAR FINLESS INSTALLATION WITH WOOD BUCK Z OR DIRECTLY TO CONCRETE/MASONRY O Z < Q H Z x v U W H oo0 > o V LU � n o a LL a Lu p OLl ~ �v F- INTERIOR co LL- LL a Lu' .> EXTERIOR .,y * PRO`ffi IJ I1,00 "6 O 3�' IQ CO =x vZ N p DWG#: A TR0 2 5 6 HORIZONTAL SECTION INTERLOCK SHEET: 6 of 6 ALUMINUM REBAR