Loading...
HomeMy WebLinkAbout509 Casa Marina PlI .'-- ...— — rturis. mitmene a ut, onyuer raX illumner: JtSU-/8*-1bb1 Page 3 of 4 L AUG 17 2015 CITY OF SANFORD IB3Y: BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: e; 4P 0 Documented Construction Value: $ 75aw DO Job Address: 5oQ pazkro P) Historic District: Yes El No El Parcel ID: ag - Ig DDDD- 14-0 zoning: Description of Work: 101 LYl( t S Plan Review Contact Person: I IQ_ Title: Phone: Fax: E-mail: M 315 C.01 Property Owner Information Name COX Phone: Jai I Street:,q-A (hM Uaa_(r-o_ P1 Resident of property? City, State Zip:n md FL Ba-r)i Contractor Information Name leciCQ. L DwZ"-', Ioc_ Phone:4Dq-((fi(D-3(() Street: qGqQ Mayn CT- Fax: City, State Zip: U -S% nEeP S, L State License No.: CJZC I a Wk4q 9 litectlEngineer Information Name: Street: City, St Zip. bond* Company: iN Addf6si: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Buildirig Permit 0 sil ejFootage: Construction Type: No. ofDwelling Units: Flood Zone: Electrical [I New Service — No. of ANTS: Mechanical 11 (Duct layout required for new systems) Plumbing [3 No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: m 11/14/2013 10:31 AM From: Michelle & DC Snyder Fax Number: 386-785-1661 Page 4 of 4 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. r' eStgnatua reofOwner/Agent, Date Signature of Contractor/Agent Date W N z LL rkffi ownerlAge'nri Name Print Contractor/A Name (/) Z 3 J 61 W z Z afore o o ri CHERR Date Signature o otary-S f Fonda Date i N o Y i . W I6OTARY PUBLIC U OU a BTATE OF FLORIDA a- Copes EE129245 Explrea 9/11/2015 Owner/Agent is Personally Known to Me or Contractor/Agent is V"' Personally Known to Me r ;N f;1:e" o Produced ID Type of ID Produced ID Type of ID APPROVALS: ZONING:8(1-7/16-UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Sek, LO •( S COMMENTS: Rev 11.08 2015-07-29 13:36 0264EX 4073331117 4073331117 >> P 1/1 A 1 AAAA A ses aeA S e - 7 Of 12 I IItD. I, ZU14'14A VIIJOV Home Improvement Agreement &117Oa 63PLEASEREADTHIS Important additional Information regarding Customer's rights may be Contained in an attached State Supplement. Scone: T R ;AnP P. eu t' consists of thisrt o the f ll—M— l av arol Tn.. a 1i I`... 14 t4 1 •hThl!,; ro•Q^rh •,rn' L..u•— NaLJ'"r t j VVllbl dl 1o ia an 1i ultions, he Invoke, the StcatCJ Supplement if applicable, and any drawings or Change Orders expressly made a part of this Agreement. The Agreement is between the Customer identified on the Invoice and The Home Depot. Any installation services provided under this Agreement shall be performed by a licensed and insured third party Authorized Service Provider, The Home Depot does not perform architectural or engineering services, nor does it make structural changes to dwellings or other structures. The Home De of and its Authorized service Provider will erform instaliafion,services in accordance with applicable law. Payment Schedule; Payment is f8quired jrnme tiatel% a,. fcllc:,vs: - Payment; $ Due in full immediately. Sales Tax: $Ot7 . „ If applicable. Total Amount of Sale: $ VC Includes all applicabto discounts, rebates, and taxes. Excludes finance charges.' Any interest payments or other finance charges will be determined by Customer's sePergta rardholhar or loan ; gree.m.crtt to which The Homo Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer Is subject to the terms anti conditions of the cardholder or loan agreement, as applicabie. No funds should be made payable to Authorized Service Provider; t'.owever, Authorized Service Provider may collect Customers payment(c) made payable to The Home Depot, Antiginatnrd rletiuen,, 1 rnetarrat;--n Solheduln Start Date: Finish Date: Acceptance and Authorization, Customer authorizes The Home Depot to order and arrange for the delivery of all goods and services included on the Invoice, Customer further agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to said goods and services and supersedes all prior discussions and agreements, either oral or written relating to said goods and services. This Agreement can not be assigned or amended except by a writing signed by Customer and The Home Depot, Customer acknowledges and agrees that Customer has read; understands, voluntarily accepts the terms of and is entitled to and has received a complete copy of this Agreement at the time Cusiomer signs the Agreement. installation Professional's license number and permitting information may need to be provided later and as such this information may be omitted at the time this Agreement is signed, Electronic Signature: The parties to the Agreement agree that the digital signatures of the parties included in this Agreement are intended to authenticate this writing and to have the same force and effect as tha use of manual signatures. Customer acknowledges that he or she is the person named on The Home Depot contract number identified on the point of sale device. CANCELLATION: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATT ACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMERS STATE. Under such circumstances, Customer's pay_ ment(s) will be returned within ten (10) business days after The Home: Depot's receip of Customer's notice. PtAcct ed Yh - + n I Customers Sxqnature AutliWzed Service Prowler's Full Bus1nQ9W'rradP Name, Address and Urense No. or No(s)., as applicable. Liuvnse No(s) -- -- _ AWhrxized Sorvice Providers Tal. No. 07/29/2015 Oato X Assodato's/Aulhon?ed Service Provdor's Full Signatvm Date------ . Associate: Please print your salospsrson% liCerl8e ntxnber, it applicable. None Depot U.S.A. Inc., 2455 Paces Ferry Rosa, N.•/J., 8109 ©.3, Atlanta, G6wr6ma 30339 3!2011 7 of 12 No. 0264-429059 Customer Copy From: Michelle Snyder Fax: (407) 378-2990 To: Dan Decker Fax: +1 (407) 696-7356 Page 2 of 3 07l16I2015 4:42 PM INSTALL PURCHASE ORDERS Date:07/16/2015 Page: 2 Use this number to invoice THE Home Depot) P.O. Nbr 63490828====== BASIC INSTALLATION LABOR. INCLUDES: HINGED PATIO DR UP TO 72X96 Quantity: 1.00 UM: EA Price Ea. $444.00 Extension: $444.00 OPTIONAL LABOR PURCHASED: 01 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING) Quantity: 2.00 UM: EA Price Ea. . $15.00 Extension: $30.00 09 JAMB OR SILL E_ZTENSIONS UP TO 6-9/16" (CUSTOMER PROVIDES MATERIALS) Quantity: 2.00 UM: EA Price Ea. $50.00 Extension: $100.00 10 INSTALL ADDITIONAL NEW HINGED OR SLIDING PATIO DOOR UNIT UP TO 72X96 (APPLICABLE ONLY DURING INSTALLATION AT THE SAME ADDRESS AT SAME TIME) Quantity: 1.00 UPI: EA Price Ea. $420.00 Extension: $420.00 CUSTOM WORK: customer:JNTINVESTMENTGROUP,LLC========= R02 0000-168-335 4.00 EA 2X6-8FT #2 PRIME PT WEATHERSHIELD R03 0000-168-768 4.00 EA 5/4X6-8FT PREM PT WEATHERSHIELD R04 0000-590-632 6.00 EA 1X6-8FT PRMD FJ PINE BOARD R06 0000-797-081 2.00 EA 96"X1 -1/4''X1/8" ALUMINUM ANGLE BAR R07 0000-590-635 6.00 EA 1X4 -BFT PRMD FJ PINE BOARD R08 0000-712-154 1.00 EA DPK CASE 11/16 X2 -1/4X7 PFJ WM366 R09 0000-565-447 7.00 LF 11/16 X2-1/4 PFJ WM366 CASING R10 0000-522-661 1.00 EA 160Z WINDOW & DOOR GREAT STUFF 51301 0000-159-304 1.00 EA NA S/0 FIBERGLASS PATIO 07/13/2015 51302 0000-159-304 1.00 EA CONTINUED) 07/13/2015 S1303 0000-159-304 1.00 EA NA S/0 FIBERGLASS PATIO 07/13/2015 51304 0000-159-304 1.00 EA CONTINUED) 07/13/2015 PATIO DOOR FL -NAT BASIC INSTALLATION LABOR. INCLUDES: HINGED PATIO DR UP TO 72X96 Quantity: 1.00 UM: EA Price Ea. $444.00 Extension: $444.00 OPTIONAL LABOR PURCHASED: 01 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING) Quantity: 2.00 UM: EA Price Ea. . $15.00 Extension: $30.00 09 JAMB OR SILL E_ZTENSIONS UP TO 6-9/16" (CUSTOMER PROVIDES MATERIALS) Quantity: 2.00 UM: EA Price Ea. $50.00 Extension: $100.00 10 INSTALL ADDITIONAL NEW HINGED OR SLIDING PATIO DOOR UNIT UP TO 72X96 (APPLICABLE ONLY DURING INSTALLATION AT THE SAME ADDRESS AT SAME TIME) Quantity: 1.00 UPI: EA Price Ea. $420.00 Extension: $420.00 CUSTOM WORK: THIS INSTRUMENT PREPARED BY: Name: Daniel T. Decker Add, ess: 724 Bronks Ct Winter springs, FL 32771 NOTICE OF COMMENCEMENT Permit Number: i i Ii i iii 11ARYANIIE MORSE? SENINCsi_.E s;OUNTY CLERK Of CIRCUIT COURT & CONPTROLLER BI; 852" Ps 1663 (1F'es) CLERK' S 8 201` 090263 RECORDED CIS' 17/2015 11-257'58 rah! tECORDIHG FEES $10.00 RECORDED BY iidevor-e Parcel ID Number: 29-19-31-501-0000-1470 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 147 Celery Key PB 64 PGS 85-96 2. GENERAL DESCRIPTION OF IMPROVEMENT: Replace front and rear entry door units 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Michael Wilcox 509 Casa Marina PI Sanford, FL 32771 Interest in property: 100% Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Decker Doors, INC Phone Number: 407-696-0830 Address: 724 Brooks Ct Winter Springs, FL 32708 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Address: Phone Number: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: 8. In addition, Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1 xb), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDINGYOUR NOTICE OF COMMENCEMENT. Signa u or OWner or Lessee, or Ooiers or Lessee's tP int Naand Provide S gnatory'sTitlelOffice) Authorized Officer/Ure"tor/Partner/Manager) s+ State of f) /^f r'K q County of The foregoing instrument was acknowledged before me this day of !C4-- .20 1.:!;— I 5 I. uy vVilo is personally known to me 0 OR who has produced identification 0 type of identification produced: I= 2"'I V eq— L-.r-c— r} o WR'PMEDCOPY-'.-RYANNEMORSE c, CLERK OF 111i Ck S URT AND COMPTR Al A rr'y0: y SEMINOLt.:t T' "_GRIL 1 tt F r I a _ tffrer U r NOTARY PUBLIC By y g ERK c STATE E FLORIDA Lu' R Comm# r`E12924!i s E*I`0 s 9/11015 LIMITED POWER OF ATTORNEY I hereby name and appoint: rk e c `I' \ de Printed Name of Appointee 1 mErc Company Name of Appointee to be my lawful attorney-in-fact to. act for me in applying to Government CommerciaUResiderdial .Permitting for a permit enabling work to be performed at the location below -described and to sign my name aril do all things necessary to this appointment: aJ I _ Section - Township Rang& Subdivision 02—NOD Block 7 D Lot Project Address Owner of Property 50 __(h z f IL —OwnerAddress Signed:— Date: I igned•— Date:I V -,/ r Certified ContractorwJ _/ 7'— printed name Contractor License #:_ CBG State of Dorij County of r, Qvlaq- Sworn to ore e daY of y t O\5 by name of person odped) who is pwoonaly known to me or who has produoed (dendfica6on). Notary Public Conv iWon cores. FaaBrpo+wrorallarroyro4250+av (» LESLIE A TISCHLER MY COMMISSION # EE846474 a„ EXPIRES October 24, 2016 407 9BBAta3 .eom I G^' -A I A"^ T1 iisml of 2From: Michelle Snyder Fax: (407) 378-2990 -To: Dan Dan Decker Fax: +1 (407) 696-7356 Page 1 of 6 0713012015 1:29_ Total: $3,200.00 ETA: 08/24 Sanford, Jeld Wen-vnyl-yes & Jeld Wen-fbgl-yes-yes 321-363-4671 0264 2004 - Property Record Card Parcel: 29-19-31-501-0000-1470 Owner: WILCOX MICHAEL 0 I,- <1 Alf%%* *' kX11" 11- 11 Property Address: 509 CASA MARINA PL SANFORD, FL 32771 Parcel! 29-19-31-501-O000-1470 Value Summary I .................................................................... I ................... Property Address: 509 CASA MARINA PL 2015 Working 2014 Certified Owner: WILCOX MICHAEL 0 Values Values I ................................................. Mailing; 509 CASA MARINA PL Valuation Method Cost/Market Cost/Market SANFORD, FL 32771 . .. .. ............ Subdivision Name: CELERY KEY Number ofBulldIngs Tax District; Sl-SANFORD Depreciated Bldg Value i $97,058 $91,236 Exemptions: Depreciated EXFT Value DOR Use Code: 01 -SINGLE FAMILY................................... .................................................. Land Value (Market) $25,000 $20,000 Lard Value Ag Just/Market Value 122,053 $111,236 Portability Adj Save Our Homes Adj $0 $0 Amendment) Adj 10,770 $10,065 Assessed Value $111,288 $101,171 Tax Amount without SOH: $2,094.15 2014 Tax Bill Amount $2,094.15 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description i LOT 147 CELERY KEY PB 64 PGS 85 - 96 Taxes I,,*,*,*,*"",""I'l""I"" I ........................................................................................................ . ................ . Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $0111,288 - $111,288 Schools $122,058 $0 $122,058 City Sanford $111,288 $0 $111'288 8SJWM(Sakit Johns Water Management) $111,288 $111,280 County Bonds $111,288 $0 $111,288 1 Sales z.......................... ...................... Description Date Book Page Amount Qualified;Vac/imp SPECIAL WARRANTY DEED 21112010 07347 0673 $120,000 No Improved CERTIFICATE OF TITLE 12/1/2009 07311 0867 100 No Improved WARRANTY DEED 211/2006 06200 1164 $279,900 Yes Improved Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value LOT 25A00-00 $25AOO:: z Building Information Year Built Description Actual/Effective Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages I SINGLE 2004 1,955 2,518 1,955 CB/STUCCO $97,058 $101,366 Description AreaFAMILYFINISH : littp://www.scpafl.org/Pa.rcelDetailInfo.aspx?PID=29193150100001470 7/30/2015 07/: I 2015 3:30 PM FAX 407 282 1531 I I I` C7 ,$: SC:hNlp1' or'Mpjri ay,07/:L: II 8:00 AM Moses ' Spring lake Villas-0ffice door j 8:15-9:15 Seachri.st Phillips Bay Corid,o-'Gate code 0232-Fron• 9:15-10:15 Sagho , Wetherbee Lake i 6=rout Entry door i i 9:45-10:45 Hamant j Hunters Creek-Frojnt e y double door. I 70:00-11:00 Hamann i Hunters Creek Amble front ell try door. 10:45-11:45 Chiarelli Gate code 7,515-1cont entry Ioor & side i 11:30-12:30 Perkins Covington Esta ts Manufactured home. DOOR TISCHER 67435274 67435284 entry door -Door was broke in. 28448193 28448181 28448163 50422394 ite-Side entry door. 50422414 Front entry storm door. a 0001/001 32819 32819 32824 32837 32837 34744 34772 C7 O z C 9 0 z O 0 O Z v) O T S O v M Wilcox Residence 509 Casa Marina P1 Sanford, FL 32771 Replace front entry door unit. M n O Replace rear entry door unit. r D m D= CDM C ZOO z o o v ZD=00m m"o Opening will meet 35 PSF +/- requirement c M 0 D O Dzc—n0 TmzD-Im C A m 9 1Z m n OpOczimo qp*z O CJI. z G P mm= 1 O Dgnoozoo co N T v = m 02 p-0 Tr)cnom Z CaGZr>D Replace front entry door unit. M n O Florid4 Building Code Online https://www.fl oridabuil di ng.orgtpr/pr_app_dti.aspx?param=wGE... 4f qk, a 1°4 'di 4 4 r - "t'; a`,g,.` •a4Tfi S"51: ' b ..,p.M' " .".: , .: " r., Y , ry x rt.u., ..,. ,. ...'`'' y e .»„ • k }, x.• . i I $ R ' % Fr SA X;i; '.....::.:u"?;tH' ;r `'tt;ne4r l;•'";b; .,';, ,.4: ,.> +, •, y., . ry;h , t; A1. Jilin Fk fida Department! SCIS Home Login User Registration Hot Topics Submit Surcharge Stats & Facts Publications l FBC Staff ( BCIS Ste Map Unks ( Search Busines 1 Product ApprovalProfessiolll USER: Public User Regulation Product Aoprovai Menu > Product or Auolcation Search > Aoorication List > Application Detail FL # FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived r Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext 16 ronoconneil@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1391 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. l- Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL15213 R2 COI CERTIFICATE of INDEPENDENCE Ddf Standard 101/I.S.2 101/I.S.2/NAFS AAMA/W DMA/CSA101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 Year 1997 2002 2005 2002 2002 2002 I of 5 7/2/2015 3:42 PM lFlorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... TAS 201, 202, 203 1994 Equivalence of Product Standards FL # Model, Number or Name Certified By 15213.1 a. Smooth/Wood Grain/White Sections from the Code Wood Grain/Rustic/Mahogany Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Design Pressure: N/A Go to Page F --I Q 1115 Banc , , , 2 of 5 7/2/2015 3:42 PM FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door - Wood Grain/Rustic/Mahogany Inswing/Outswing (X - Configuration) Series Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213 1 0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, FL15213 R2 AE Eval 15213 1 odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.2 b. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogany utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or Series Fiberglass Door XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213 2 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, FL15213 R2 AE Eval 15213 2 odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.3 c. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Wood Grain/Rustic/Mahogany utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Series Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.3 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, FL15213 R2 AE Eval 15213 3 odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.4 d. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogany utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO = Series Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2—II—Inst 15213.4 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.4.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 2 of 5 7/2/2015 3:42 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE... 15213.5 e. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Wood Grain/Rustic/Mahogany utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Series Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213 5 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, FL15213 R2 AE Eval 15213 5 odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.6 Grain/White 6'8 "Impact" Opaque Fiberglass Double Door - LSmo(oth/Wood ain/Rustic/Mahogany Inswing/Outswing (XX - Configuration) berglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, FL15213 R2 AE Eva] 15213.6.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.7 g. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Wood Grain/Rustic/Mahogany utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO Series Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213 7 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, FL15213 R2 AE Eval 15213 7 odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.8 h. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Wood Grain/Rustic/Mahogany utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Series Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.8.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.9i. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Fiberglass Door _ Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.9.)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, FL15213 R2 AE Eval 15213 9 pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.10 j. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Single Door with Wood Grain/Rustic/Mahogany Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing Series Fiberglass Door OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.10.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.11 k. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Single Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - 3 of 5 7/2/2015 3:42 PM Florida Building Code Online https://www.floridabui lding.orgtpr/pi_app_dtl.aspx?param=wGE... Series Fiberglass Door Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.11.pdf any additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15213.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, FL15213 R2 AE Eval 15213 12 pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.13 m. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Series N Fiberglass Door Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.13.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.14 n. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Wood Grain/Rustic/Mahogany Lip Lite" Glazing - Inswing/Outswing (X - Configuration) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No LF15213R2IIInI213.IQp if, Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, FL15213 R2 AE Eval 1 213.14pddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.15 o. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Single Door with Wood Grain/Rustic/Mahogany Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX Series N Fiberglass Door or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.15 p f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213.15.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.16 p. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Single Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing Series N Fiberglass Door OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.16.0f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.17 q. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Wood Grain/Rustic/Mahogany Lip Lite" Glazing - Inswing/Outswing (XX - Configuration) Series N Fiberglass Door 4 of 5 7/2/2015 3:42 PM Florida Building Code Online https://www.floridabuilding.orgtpr/pr_app_dtl.aspx?param=wGE... Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.17.E Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, FL15213 R2 AE Eva] 15213.17.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.18 r. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing Series N Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.18.01' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213 18.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.19 s. Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Single Door - _ Wood Grain/Rustic/Mahogany Inswing/Outswing (X - Configuration) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.19.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.20 It. Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogany utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or Series N Fiberglass Door XO - Configurations) Limits of Use - Installation Instructions Y Approved for use in HVHZ: No FL15213 R2 II Inst 15213.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213 20 Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page I I Bark Next 0 0 Page 1/ 20 0 Contact Us :: 194D 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 Stat m nt Under Florida law, email addresses are public records. If you do not want your a -mal 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which lin be made available to the public. To determine E you are a licensee under Chapter 455, F.S., please click hBLC.. Product Approval Accepts: eche_. Credit ar WIN 5AF1E 5 of 5 7/2/2015 3:42 PM R W R W Building Consultants, Inc. BConsulting and Enaincering Services for the Building Industry C P.O. Box 330 Valrico, FL 33595 Phone 813.659.9197 Florida Baird orProressional Eneincers cermicate orAuthoriration No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Plastpro Inc. Smooth / Wood Grain / White Wood Grain Exterior Exterior Door 3200 W. Century Blvd. Rustic J MahoganyDoors Assemblies Los Angeles, CA Series N Fiberglass Door Phone 440.969.9773 Inswing/Outswing - "Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product.Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL -15213.15 for size and design pressure limitations. Supporting Documents: 1. Test Report No. CTLA 900W5-3 CTLA 90OW54 CTLA 900W3-10 CTLA 900W3-5 2. Drawing No. No. FL -15213.15 3. Calculations Anchoring Test Standard 101 /I. S.2-97 101/I.S.2-97 101/I.S.2-97 101/I.S.2-97 Prepared by RW Building Consultants, Inc. (CA#9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Certified Testing Lab. Certified Testing Lab. Certified Testing Lab. Certified Testing Lab. Signed by Ramesh Patel, P.E. Ramesh Patel, P.E. Ramesh Patel, P.E. Ramesh Patel, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. fi gBygtPtl:x,•s 4S - i m 01 V b • e MATE rPr[// L S '°i••i°. ® Lyndon F. Schmidt, P.E. 6s Ey $ N$` FL PE No. 43409 4/29/2015 roplastp 5200 W. CENTURY BLVD. LOS ANGELES, CA 9004.5 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTS WING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1602.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 52.75" MAX. OVERALL FRAME WIDTH 15.26' MAX. FRAME WIDTH TABLE OF CONTENTS SHEETS DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel detals 3 Sidelite panel details 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck mosonry construction 8 Frame anchoring - IX buck masonry construction 9 Bili of materials, glaring detail & components 52.75" MAX. OVERALL FRAME WIDTH 15.26' MAX. FRAME WIDTH OVER,4,LL•-=5"• yy WING) Z z Z O U) _ Q M W W 0 O LE--; P_OSIT V.E;: - 1VEGA IVE 3 a 0 09 DIMENSfON W p'vJ~ZM DIMENN.= INSWING 52.75" x 82.00" 21.00"x63.00" 7.00" x 63,00`' GI OVER,4,LL•-=5"• yy WING) LE--; P_OSIT V.E;: - 1VEGA IVE z DIMENSfON W p'vJ~ZM DIMENN.= INSWING 52.75" x 82.00" 21.00"x63.00" 7.00" x 63,00`' GI 48.0 -50.0 OUTSWING 52.75" x 80.50" 21.00"x63.00" 7.00"x63.00" 50.0 -50.0 a" Z U N •; v Z ULZ0 OVER,4,LL•-=5"• w=:j pSfGN.PkESSS WING) LE--; P_OSIT V.E;: - 1VEGA IVEDIMENSfONWDIMENSION•. DIMENN.= INSWING 52.75" x 82.00" 21.00"x63.00" 7.00" x 63,00`' GI 48.0 -50.0 OUTSWING 52.75" x 80.50" 21.00"x63.00" 7.00"x63.00" 50.0 -50.0 Ll 11Z; N Q f o 0 z 0 E 02 16 12 i N.T.S. ° JK m' ew BY. LFS 3 IAWN0 N04 R FL -15213.15 "- 100 IT L OF g N U.0 DOOR PANEL WIDTH 21AO" MAX. D.L.O. WIDTH DOOR PANEL TERIOR HORIZONTAL CROSS SECTION 0.96, I-V T I II 7F1C. a I T 42 TOPRA1,1V, 47 LTCHlrIHINGE LE REINFORCEMENTWQOD, a &OTTOMRAIL C,"c.r PVC GLAZINGCOMPOUND T—[F 0.5' GLASS 1"MIN. BITE GLASS THK. L1 /9' TEMPERED HINGE 1, LATCH STILE 43 Ce,J., C EXTERIOR VERTICAL CROSS SECTION zwl I Ii o z DATE: 02116112 za SME N.T.S. 4 M. BY. JK Fa CHK. ft EFS DRAWM NO, FL- 15213.15 SHEET 2 DF 9 AIR SPACE OPTIONAL DECORATIVE INSERT AIR SPACE U&JEMPERED GLASS GLAZING SPACER LIF 8x 1-1/2'PFH LITE ODUWESTERN REFLECTIONS HP GL G ZNGD IL EXTERIOR VERTICAL CROSS SECTION zwl I Ii o z DATE: 02116112 za SME N.T.S. 4 M. BY. JK Fa CHK. ft EFS DRAWM NO, FL- 15213.15 SHEET 2 DF 9 C) 13.75' MAX. SIDELITE 7A0" MAX. PANEL WIDTH D.L.O. WIDTH xO w x a _ 1 Ci / usg / 50 S Dg P NEL INTERIO EXTERIOI rl '\ HORIZONTAL CROSS SECTION 3 1.19" Ir— 0.98" t t 51 SIDELRE TOP & BOTIOM RAIL HINGE & LATCH STILE iLATCH 8 HINGE STILE Cellular PVC 403 Sidelftesfile Sidelte We Ceflulat PVC Wood reinforcement GLAZING COMPOUND OS'GLASS 1"MIN. BITE GLASS THK. 1 /8" TEMPERED GLASS AIR SPACE OPTIONAL DECORATIVE INSERT AIR SPACE d - r 1 /8"TEMPERED r GLASS GLAZING SPACER 8 x 1-1 /7' PFH . UP LTTE ODL/WESTERN REFLECTIONS HP Gl GLALNGDETAIL INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 3 m a JOU M Q_z n En O M °p UN •; V U O zo Z 9 m uvp o m d a z 4 1111Er a m a f mz UZ r 02116112 z 0 xE: N.T.S. 3 to. BY: JK m x er: LFS 3 F741N(i N0 N FL -15213.15 0 W 3 OF 9 W. fill INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 3 m a JOU M Q_z n En O M °p UN •; V U O zo Z 9 m uvp o m d a z 4 1111Er a m a f mz UZ r 02116112 z 0 xE: N.T.S. 3 to. BY: JK m x er: LFS 3 F741N(i N0 N FL -15213.15 0 W 3 OF 9 EXTERI( INTERIC 1-1/4" MIN. EMB. (TYP.) Pa 4-' HORIZONTAL CROSS SECTION 4 Inswing configuration XTERIOR JTERIOR Nult: 1. Sidelite panel secured to the sidellte frame Wih (4) of item #M located 0.15" 10", 30.5, 51" and 71.5' from top of C'SINK each jamb and (2) e PP.) the head, 3" from ea 1 HORIZONTAL CROSS SECTION OISOt PprOVed -ung INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration 1-1/4"MIN. EMB. jTYP.J 4C Or• Uj vai SEE_cj 50 35 M NOTE t a v' k; n Z INTERIOR 0 04 Z VY Za up9 d `o n. N v a m d a In EXTERIOR a 0 t E v z 21 20 1a z U $ N C A zo OYCr D HORIZONTAL CROSS SECTION E m " 4 Shownw/iXsub-buck aim a o 1-1/4"MIN. I o z I I EMB. (TYP.) o iE x INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 4 9 tswing sfwevn - Insw ngalsoapproved ALF, N.T.S. 1G. BY: A IK. BY: LFS sAMUC NO.: FL -15213.15 I EEr a Of 9 E v za du EXTERIOR .... d' INTERIOR l VERTICAL CROSS SECTION 5 Outswing shown inswing also approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 5 Outswing configuration EXTERIOR -"" I/.... INTERIOR VERTICAL CROSS SECTION Shown w/ixsub•buck EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION Inswing configuration z 0 Q U 2 p N O lrn y QJ O U cc cr : VaU. i o Ate N.T.S. 10. BY.. j1( K. BY: LFS AWM NO -- FL- 15213L 15 O.: FL-15213:15 M7 _L or 9 Ln 4T g Jam= M Z 6; ice• aj `u)M lou o o m ° t .. z3 0Z A`N, Z 0 ) atyg 9mcc 1 yfAM a. aLm a m daa a LL 0 c w C1i z 0 Q U 2 p N O lrn y QJ O U cc cr : VaU. i o Ate N.T.S. 10. BY.. j1( K. BY: LFS AWM NO -- FL- 15213L 15 O.: FL-15213:15 M7 _L or 9 Er) z d o V SEE NOTE 1 EXTERIOR INTERIOR t 1 VERTICAL CROSS SECTION 6 Ou v g shown - inswing also approved EXTERIOR INTERIOR r3, VERTICAL CROSS SECTION 6 Outswing shown - Inswmg also approved NOTE: 1. Sidelite panel secured to the sideli frame with (4) of item #M located 10", 30.5. 51" and 71.5' from top of each jamb and (2) of item #M In the head, 3' from each end i EXTERIOR INTERIOR 21 VERTICAL CROSS SECTION 6 Shown w/IXsub•buck EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Inswing configuration CL tiz m W Z i Q t O m2 Z 0 02116112 i Am- N.T.S. 9 ro• Ern JK m' v- or. LFS 3 rwevc rroa FL -15213.15 0 EEr 6 of 9 a" n III a e D III JAMB° MASONRY III OPENING III III III o MULLION — 2X BUCK SHOWNFORREFERENCE III ONLY III III III III BUCKANCHORING CONCRETEANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge defiance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: AIJCHC)R::4h1CNOk MIN,,::.c'i MIN;. LQARANCB; Mfg. LfRANGE 7.yPE ;'•: EMBEDMENT; 0;;ly1ASONRY: :.,: e 70'•ADJAGENi. •,' t;Slli EDGE:' ' . ; ANCHOR.".+,:.; lrvv w 1/4" 1.1/4" 2 4" TAPCON N• O` ELCO ® 1 /4 " 1-1/4" 1" 4" ULTRACON Zo o U N •2 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, & i"o.c. spocing of wood screws to prevent the splitting of wood. ry F E HINGE JAMB MASONRY OPENING 2X BUC FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL STRIKEJAMB 13 o R21 f * 3 N• O` W M Zo o U N •2 K. XZd+ fi3 V Bio S6ccw p a d. a to (pig 7 taYmag! A w 0aZ B `a. IXN O z Z o ci o= Hzg to 4 L) a m 8, z, a o C T• / a VU a m m m HINGE DETAIL STRIKEJAMB C snrsr _L or 8 " a 13 o R21 27 3 C snrsr _L or 8 " a ORa tn In Im 3" J A-0 0 10 z0 000 TYP. HEAD & E. 20 Cw JAMBS 't 5 6 0 (LMASONRYM M 0: = OPENING U:* 5 dZ TYP. MULLION 11INGEDEKAIL FRAME -- AO ca C3 a X 2 z 0 0 Q inacEn 28 :5 >, Cr IX BUCK C., WOF TYP. @ SILL 0 031 27 O InZ HINGE JAMB FRAME ANCHORING STRIKEJAMB LATCH & DEADBOLT DETAIL 9 Masonry I X buck construction V] CONCRETE ANCHOR NOTES., w 01. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortorldints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER'dimenslon are not exceeded. 3. Concrete anchor table: W LF -E: ANC HOP. : ARAN.0 A$Poky ' '. S IZIE -0zACOV4 Ij ITIN WME 02116112 TAPCONO' 1-114" 2 41 scKe N1. S K iELCO 61 1/4' 1-114" 1. ILILT ACON CHK. ft LFS WOOD SCREW INSTALLATION NOTES: OMWING?40-- 1. Maintain a minimum 5/8" edge distance, 1'end distance, & l"o.c. spacing of FL -15213.15 wood screws to prevent the splitting of wood. WW OF J, LI F 4.56" — 2.13" e-U2t!--{ EAD & SIDE Jamb I 04.56" DJUSiAB161NSWING iNRESNOLD 4.68" r OUTS ING BUMP THRES OLD U' z 1w zo viaJ V . ad sWW aco q o o r. m ac 02/16/12 ' N.T.S. ' JK o er LFS 3 MNG Na.: a FL -15213.15 c sons " e BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4" MAX. SHIM SPACE N ; D 1/4"X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY- 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4!'X 2-3/4" PFH ITW CONCRETE SCREW STEEL H 1/4"X3-1/4"PFH ITW CONCRETE SCREW STEEL I 114'X 2-1 /4" PFH TTW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH TTW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L 8 X 2-1 /2" PFH WOOD SCREW STEEL M 8 X Z' PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 VX 4" BUTT HINGE STEEL 10 9 X 1" PFH WOOD SCREW STEEL 11 9 X 3/4" PFH WOOD SCREW STEEL 13 8X1-1/2"PFHWOOD SCREW STEEL 17 KWIKSETKEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSETDEADBOLT- SIGNATURE SERIES (780) STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELITE SPACER PVC 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 35 SHOE MOULD 5/&'X 3/8" WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.075" THICK FIBERGLASS 42 TOP RAIL CELLULAR/PVC 43 LATCH & HINGE STILE CELLULAR/PVC 44 REINFORCEMENT WOOD FOR LOCKS 20" LONG WOOD 45 BOTTOM RAIL CELLULAR/PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD 49 GLAZING COMPOUND SILICONE 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS SILICONE 51 SIDELITE TOP & BOTTOM RAIL BY NAN YA CELLULAR/PVC 55 UP LITE ODUWESTERN REFLECTIONS HP POLYPROPYLENE 56 GLAZING SPACER ALUM. 57 8 x 1-1 /2" PFH LITE FRAME SCREW I STEEL LI F 4.56" — 2.13" e-U2t!--{ EAD & SIDE Jamb I 04.56" DJUSiAB161NSWING iNRESNOLD 4.68" r OUTS ING BUMP THRES OLD U' z 1w zo viaJ V . ad sWW aco q o o r. m ac 02/16/12 ' N.T.S. ' JK o er LFS 3 MNG Na.: a FL -15213.15 c sons " e Or N ; of w z rc'r `0 f2 o m cry 4.56" o', j > V; Z d- a (f a Z4 11Fes--- 2.44" V: Cy 5 0a. 4 o HE Db& rSIDE Polyfi E z g wsaelamb o LI F 4.56" — 2.13" e-U2t!--{ EAD & SIDE Jamb I 04.56" DJUSiAB161NSWING iNRESNOLD 4.68" r OUTS ING BUMP THRES OLD U' z 1w zo viaJ V . ad sWW aco q o o r. m ac 02/16/12 ' N.T.S. ' JK o er LFS 3 MNG Na.: a FL -15213.15 c sons " e Florida Building Code Online https://www.floridabuilding.org/pr/pil_appjtl.aspx?param=wGE... r diV t, f,/-• 4<'.i .7a» Yil., 1'.Y' . NF.: ~ o y.' 3's. `7'^. ,.a., •8'3.i ', .;, rna. ll Oyu, o;: ; ai,; l M- R••7 .. , rte.:.. i.,,,4 :•1 m•x. a: N FkXida D'p t"Derilof SCIS Home i Log In j User Registration j Hot Topics j Submit Surcharge Stats & Facts I Publications I FBC Staff l BCIS Site Map Unks ( Search' Busines`,1 USER: Professi aiProdPuti UserAppat Regulation RETTITIMM1111i"M Product Approval Menu > RM&T&or Applk0A Search > Application List > Application Detail FL # FL10976-R6 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 f^ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin 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 Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/23/2015 Date Validated 05/29/2015 1 of 2 7/2/2015 3:32 PM Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dd.aspx?param=wGE... i Date Pending FBC Approval Date Approved 06/02/2015 Summary of Products Baric Next 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 tat m nt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 ifthey have one. The emalis 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 fi you are a licensee under Chapter 455, F.S., please click hem_. Product Approval Accepts: cC-K1 M Cred itSCAr9 2 of 2 7/2/2015 3:32 PM FL # T v Model, Number or Name Description 10976.1 Premium Atlantic Vinyl Bypass Sliding Patio Door (3800) 190.625" x 95.5" Insulated Glass (3/16" - 3/16" Tempered) (Safety Glazing) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL10976 R6 C CAC OXXX LC-PG50-190.625x95.5.pdf Quality Assurance Contract Expiration Date Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Installation Instructions Other: FL10976 R6 II PAV SPD NCTL210-3576-4.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10976 R6 AE PER3044.pdf Created by Independent Third Party: Yes 10976.2 Premium Atlantic Vinyl Pocket Sliding Patio Door (3800) 190.125" x 95.5" Insulated Glass (3/16" - 3/16" Tempered) (Safety Glazing) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10976 R6 C CAC XXXX LC-PG50-190.125x95 5 odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Installation Instructions Other: FL10976 R6 II PAV SPD NCTL210-3576-3.adf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10976 R6 AE PER3045.Ddf Created by Independent Third Party: Yes Baric Next 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 tat m nt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 ifthey have one. The emalis 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 fi you are a licensee under Chapter 455, F.S., please click hem_. Product Approval Accepts: cC-K1 M Cred itSCAr9 2 of 2 7/2/2015 3:32 PM Validator / Operations Administrator) JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantola AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/I.S.2/A440-08 LC-PG50-4841x2428 (191x96) -SD COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION PREMIUM ATLANTIC VINYL JELD-WEN Windows &Doors BYPASS SGD FRAME SASH Code: JW 3557 PVC)(OXXX)(OG)(INS GL) 4841 mm x 2426 mm 1232 mm x 2359 mm REINF)(ASTM) 15'11" x 8'0") 4'1" x 71911) 2. This Certification will expire June 16, 2018 (extended from June 16, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: National Certified Testing Laboratories Report No.: 210-3576-3 Date of Report: June 23, 2009 Date: April 14, 2015 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h' 4aL Adocited Laboratories, Inc. Authorized for Certification Americ.WArchitectural Manufacturers Association BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com JELD-WEN, inc. Premium Atlantic Vinyl Bypass Sliding Patio Door (3800) for Florida Product Approval Report No. 3044 Current Florida Building Code Method: 1— A (Certificate) Category: Exterior Doors Sub — Category: Sliding Exterior Door Assemblies Product: Premium Atlantic Vinyl Bypass Sliding Patio Door (3800) Material: PVC Product Dimensions: 191"x 96" (0)CUP Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR 97601 Prepared by: Hermes Norero, :P.E. Florida Professional Engineer # 73778 Date: 08/06/2014 Contents: Evaluation Report Pages 1— 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.05.2107:33:49 -04'00' Hermes Norero, P.E. Florida No. 73778 BUILDING DROPS Date: 08/06/2014 Report No: 3044 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Sliding Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Premium Atlantic Vinyl Bypass Sliding Patio Door (3800) 191" x 96" (OXXX) Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions NCTL 210-3576-3, signed and sealed by Hermes Norero, P.E. (FL# 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing NCTL 210-3576-3 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions NCTL 210-3576-3 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 08/06/2014 Report No: 3044 yM A Perfect Solution in Every Drop Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association (FBC Organization #: CER1498). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. FBC Organization # TST1589) Report #: NCTL 210-3576-3, Report Date: 06/23/09 Revision Date: 12/17/13 2. Certification Agency American Architectural Manufacturers Association FBC Organization #: CER1498) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 08/06/2014 Report No: 3044 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood frame substrate (Min. S.G.=0.42), use two (2) #10 Pan Head Wood Screw type wood frame anchors per location of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete (Min. f'c = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use two (2) 3/16" diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f c = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90) substrate where wood bucking is NOT employed, use two (2) 3/16" diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel substrate (Min. 18 ga. steel, min. f„= 33 ksi), use two (2) #10 TEK Screw type steel stud anchors per location of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood frame substrate (Min. S.G.=0.42), the nailing fin may only be used in conjunction with through frame anchors. When the nailing fin is used, two (2) through frame #10 Pan Head Wood Screw type wood frame anchors are still required at each location. For the nail fin use #10 Pan Head Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (NCTL 210-3576-3) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Installation Methods: Refer to Installation Instructions (NCTL 210-3576-3) for installation methods, anchor locations, and more details of the installation requirements. Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 NAIL FIN INSTALLATION 11/r MM EMBEDMENT MIN DISTANCE FROM EDGE l/,', BOTH SCREWS Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of 11/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42). 3. Use (2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a minimum of 11/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42). 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F. Norero, P.E. This schedule addresses only the fasteners required to anchor the Reason: I am apprQ 199F k;J*?Tinent window to achieve the rated design pressure up to the size limitations Date: 2014.09101 2:s •2 0 ' o' noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions S packaged with the window or go to % wwwjeld-wen.com/resources/installation. DISCLAIMER: T T This drawing and its contents are confidential and are not to be 11O •'•.• ( P; reproduced or copied in whole or in part or used or disclosed to others 11i1 9P: ° o except as authorized by JELD-WEN Inc. 9981. af eA General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. PRI D cHi J. APF PAFC a 338 IDE No. DATE: 08/12/2014 3737 Lakeport Blvd0 SCALE: JMDVENKfamath Falls, OR. 97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Sliding Patio Door OXXX No.: I REV: 001 SHEET l OF4 18" D.C. MAX. 5" MAX. FROM EDGE' I/,• JEMBEDMENT 11/2, MIN, EMBEDMENT 1/4" MAX THRU FRAME, FROM O Bx WCOO FRAME SHIM SPADE FIN OPTIONAL CORNERS 1/1 MAXSIRMSPACE MIN. DISTANCE 3 Q@ FROM EDGE: 3/4, j'1Q t`1 I JJ17" O.C. MAX. THRU ME, FRAME, BOTH SCREWS Cl FIN 2X WOOD FRAME OPTIONAL I Ba I a I Will m. I Tmm DOwBBs 11/2" MIN. EMBEDMENT F I 1 ASS IM wS p I I I 1 ®o 2 a ------------- OPTIONAL — Q MIN DISTANCE FROM EDGE: I GLAZING DETAII. 3/4^ WOOD FRAME SECTION (TYP) L FRAME SECTION (TYP) HORIZONTAL SECTION IFDOORWIDTH (190 5/8" MAX.) o a EERTICAL SECTION w., NOTE raa E."nmNWgFbg,—O,-V TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL vS CONFIGURATIONS APPROVED QMSPACE U WOOD FRAME r MIN DISTANCE FROM MINE .4' I I/r MIN 3 MBEDMENT Max Frame I DP RATING IMPACTMMD=STANCE OFnONAL oTMS SA190 5/8" 95 1/2" +50/-501VrMMEMBEOMENTx NO Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of 11/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42). 3. Use (2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a minimum of 11/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42). 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F. Norero, P.E. This schedule addresses only the fasteners required to anchor the Reason: I am apprQ 199F k;J*?Tinent window to achieve the rated design pressure up to the size limitations Date: 2014.09101 2:s •2 0 ' o' noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions S packaged with the window or go to % wwwjeld-wen.com/resources/installation. DISCLAIMER: T T This drawing and its contents are confidential and are not to be 11O •'•.• ( P; reproduced or copied in whole or in part or used or disclosed to others 11i1 9P: ° o except as authorized by JELD-WEN Inc. 9981. af eA General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. PRI D cHi J. APF PAFC a 338 IDE No. DATE: 08/12/2014 3737 Lakeport Blvd0 SCALE: JMDVENKfamath Falls, OR. 97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Sliding Patio Door OXXX No.: I REV: 001 SHEET l OF4 18" O.C. MAX. 5" MAX. THRU FRAME t—Irt FROM CORNERS T I DP RATING window to achieve the rated design pressure up to the size limitations 190 5/8" x 95 1/2" noted. It is not intended as a guide to the installation process and does 1 NO 4#1 conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installafion. DISCLAIMER: N reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc, sea E in H2 W Z D.' 8 0 L nooR winw hon s/a" u.Y N I TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED 17" O.C. MAX. THRU FRAME Installation Notes: 1. Seal flange/frame to substrate. 2. Use (2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a minimum of 11/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the I DP RATING window to achieve the rated design pressure up to the size limitations 190 5/8" x 95 1/2" noted. It is not intended as a guide to the installation process and does 1 NO not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installafion. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc, sea E MSN DISTANCE 254— 7mm llmm MIN. DI5 FROM ED, MIN. DI5 FROM EDI GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION THROUGH FRAME INSTALLATION FRAME JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame I DP RATING IMPACT 190 5/8" x 95 1/2" 1 +50/-50 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. PR01ECr ENGINEER: DRAWN BY: D. Vezo CHECKED BY: J. Kantola APPROVEDBY: PDT PO 7E TNo D IDENTIFIER No. 3 NCTL210-35 SCALE: 2/2014 JELDIWENKlamath F Lakeport Blvd s LE: Falls, OR. 97601 NTS Phone: (541) 882-3451 Premium Atlantic Vinyl Sliding Patio Door 0)= CAD 00 1. 1-1 2 OF 4 18" O.C. MAX. S" MAX. THRU FRAME FROM t-r CORNERS TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED 17" O.C. MAX. THRU FRAME mw EDGE. z Vr m. EDGE.I1? NnSOznvnocx Installation Notes: 1. Seal flange/frame to substrate. 2. Use (2)-3/16" Tapcon or equivalent fasteners through frame per location with sufficient length to penetrate a minimum of 11/4" into concrete or masonry ar each location with a 21/2" min. distance from the edge. For concrete ( min. fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 01% I1c'A/ i77// zl1m 47 Ilan GLAZING DETAIL FRAME SECTION TfYP) VERI7:CAL SECTION N.• t ENGEDM04NENr ROM DEE. EI .2E F402 Vz' MASONRY INSTALLATION . Max Frame I DP RATING IMPACT 190 5/8" x 951/2" 1 +50/-50 1NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required, Ij PROJECTENGINEEF DRAWN BY: O D. Vezo CHECKED BY: J. Kantola APPROVED BY: P7p j ye DV(/ O(7EV( 7 1J N IDENTIFIER No. NCTL210-3! Of f— x x K D0 L DOOR WInTH rY9n 5/A" Y1Y.1 TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED 17" O.C. MAX. THRU FRAME mw EDGE. z Vr m. EDGE.I1? NnSOznvnocx Installation Notes: 1. Seal flange/frame to substrate. 2. Use (2)-3/16" Tapcon or equivalent fasteners through frame per location with sufficient length to penetrate a minimum of 11/4" into concrete or masonry ar each location with a 21/2" min. distance from the edge. For concrete ( min. fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 01% I1c'A/ i77// zl1m 47 Ilan GLAZING DETAIL FRAME SECTION TfYP) VERI7:CAL SECTION N.• t ENGEDM04NENr ROM DEE. EI .2E F402 Vz' MASONRY INSTALLATION . Max Frame I DP RATING IMPACT 190 5/8" x 951/2" 1 +50/-50 1NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required, Ij PROJECTENGINEEF DRAWN BY: O D. Vezo CHECKED BY: J. Kantola APPROVED BY: P7p j ye DV(/ O(7EV( 7 1J 998 IDENTIFIER No. NCTL210-3! 08/12/2014 3737 Lakeport Blvd SCALE; JMDVENKlamath Falls, OR. 97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Sliding Patio Door OXXX CAD DWG. No.: I REV, 00 ISHEEi 30F4 18" O.C. MAX. 5" MAX. THRU FRAME FROM t'rt CORNERS TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED 17" QC.. 111 MAX.. THRU FRAME Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing, use (2)-#10 TEK Self Tapping screws per location with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min. 18 ga (fy = 33 ksi). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the MAX window to achieve the rated design pressure up to the size limitations 254- e4mn4.ImmDow noted. It is not intended as a guide to the installation process and does CHECKED BY: J. Kantola not address the sealing consideration that may arise in different wall 4.7— conditions. For the complete installation procedure, see the instructions i packaged with the window or go to IDENTIFIER No.PLANT NCTL21O-3576- www.jeld-wen.com/resources/installation. Dowssa 2 F DISCLAIMER: This drawing and its contents are confidential and are not to be CLASS 9 reproduced or copied in whole or in part or used or disclosed to others 888exceptasauthorizedbyJELD-WEN Inc. 20 I GLAZING DETAIL In 1 FRAME JAMB SECTION (TYP) FRAME SECTION (TYP) VERTTLAL SECTIONECTI N ore rr. ICAL". AXM m SPM SIdM SPACE gs gcmnb19 z St.SD,, XS mbdoent FROM EDGE:1/ of — tkeds Past f,mn. K L DOOR WIDTH 1190 5/R" 111X.1 TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED 17" QC.. 111 MAX.. THRU FRAME Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing, use (2)-#10 TEK Self Tapping screws per location with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min. 18 ga (fy = 33 ksi). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the MAX window to achieve the rated design pressure up to the size limitations 254- e4mn4.ImmDow noted. It is not intended as a guide to the installation process and does CHECKED BY: J. Kantola not address the sealing consideration that may arise in different wall 4.7— conditions. For the complete installation procedure, see the instructions i packaged with the window or go to IDENTIFIER No.PLANT NCTL21O-3576- www.jeld-wen.com/resources/installation. Dowssa 2 F DISCLAIMER: This drawing and its contents are confidential and are not to be CLASS 9 reproduced or copied in whole or in part or used or disclosed to others 888exceptasauthorizedbyJELD-WEN Inc. 20 01%%11111111., 01%%111 A1I .,/II. FROM Min. io li ent of three thr.nds W f- 389.9—in St.d SDd 1/4 -MAX S{aM SPACE STEEL INSTALLATION Min, embedment1/4" MAX of three thrcnds 254- e4mn4.ImmDow past frame CHECKED BY: J. Kantola MIN. DISTANCE 4.7— FROM EDGE: 1/2' U PD6O6Ed10 IDENTIFIER No.PLANT NCTL21O-3576- NAME AND LOCATION: FBC Venice. FL Dowssa 2 F 18 gouge mm 3 steel scud CLASS 9 MIN. DISTANCE 2 If FROM EDGE: 1/2" 20 I GLAZING DETAIL In 1 FRAME JAMB SECTION (TYP) FRAME SECTION (TYP) VERTTLAL SECTIONECTIN ore rr. ICAL". AXM0 SPM SIdM SPACE gs gcmnb19 z St.SD,, MIN DISTANCE mbdoent FROM EDGE:1/ of — tkeds Past f,mn. STEEL INSTALLATION Min, embedment1/4" MAX of three thrcnds SHIM SPACE past frame CHECKED BY: J. Kantola MIN. DISTANCE T T P v da E1.L. ko. 9$8 i eOf FROM EDGE: 1/2' U PD6O6Ed10 IDENTIFIER No.PLANT NCTL21O-3576- NAME AND LOCATION: FBC Venice. FL CAD DWG. No.: I 2 F 18 gouge mm 3 steel scud t MIN. DISTANCE 2 If FROM EDGE: 1/2" oo I In 1 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame I DP RATING IMPACT 190 5/8" x 95 1/2" 1 +50/-50 11 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM El 300. 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. v i 1 7C _ PROJECT ENGINEER: DATE: 08/12/2014 SCALE: NTS 3737 Lakeport Blvd Klamath Falls OR. 97601jELDENf Phone: (541) 882-3451 DRAWN BY: D. Vezo CHECKED BY: J. Kantola TITLE; T T P v da E1.L. ko. 9$8 i eOf Premium Atlantic Vinyl Sliding Patio Door OOO( a APPROVED BY: PD6O6Ed10 IDENTIFIER No.PLANT NCTL21O-3576- NAME AND LOCATION: FBC Venice. FL CAD DWG. No.: I REV: 1 0 01 SHEET 40F4 REQUIRED INSPECTION SEQUENCE BP# *15 - 21pq BUILDING PERMIT• Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: 15 C,*SA- MAC"J" ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final