The URL can be used to link to this page

136 Rose Hill Tr; 18-4063; REPLACEMENT WINDOWSclry OF SEP 21 20 ORD PERMIT APPLICATION BUILDING DIVISION '-`,J - Application No: Documented Construction Value: $ (© 1 Job Address: 36 og -hill Historic District: Yes No Parcel ID: ID 'X ' 31 - :rU3 r9000 - 0190 Residential Commercial Type of Work: New Addition Alteration t? Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: C4 m,Q'450 U Title: Phone __Ab - 497 Fax: Email:l9d5AP6Dl1m 'CIAI C 11tGGYllpAlltT.L (d- Property Owner Information Name kZkk aCE1J AyyTk1'*T6A,) Phone:L7- qIZJ" 9(33 Street: N'36 4I..c_ - z— Resident of property?: City, State Zip: 644)(ORD . 1.. Sal -11 Name Lzwi 5 WmE C.E S Street- Cam. 77 $ t ` i3 Contractor Information Phone:-] &4 rA - 9 75- Fax: City, State Zip: fQ, yob I ;L- 3xn State License No.: " l rzjyl -7 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, R. Inst #2018109104 Book:9217 Page:480; (1 PAGES) RCD: 9/21/2018 3:51:06 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: KIMBERLEEAWHITTINGTON Address: 136 ROSE HILL TRL SANFORD'FL 32771 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 18-20-31-503-0000-0190 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 19 mL DAvp 14it t -fP.L PB 54 PGS 41 & 42 ' 2. GENERAL DESCRIPTION OF IMPROVEMENT: WINDOW & DOOR REPLACEMENT 3. OWNER INFORMA'n ON O R LESSEE INFO R4M ATION IF ,T H`E, rL,ES SEE C TRACTED OR THE IMPROVEMENT: Name and address:_—ovtfDi a Mr"q-Vq Ci&VE Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: n 4. CONTRACTOR: Name:lj-CAA& 5 m ( Phone Number: Address: `QO0i 'L'13 qQ; I:* 12K 7% 5. SURETY (If applicable, a copy of the payment bond is attached): Name: 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Phone Number: 8. in addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Si alure of Owner or Lessee, or nets or Lessee's (Pdnl Name and Provide Slgnato iee/Office) Authofted Officer/0irector/P er/Manager) State of G Cr County of 5P 1 r K 17I r1t The foSeg ng Instrument was acknowledged before me this O[ day of *rt, .20 by n %} A • `'7/ — \W1Ll MUM)N . Who is personally known to me OR Name of person making Aatement who has produced identification O type of Identification produced.?/ TH01055ANDIFORD MYC0MMISSI0N#GG1268K11FIEDCOPY GRAN-T ,-- EXPIRES: JUL 23, 2021 tl RK OF THE CIRCUIT COURT Bonded through 1st State Insura C n TRQ nnlrt!f?! F r T,v.:L0M A BY DiEpUTY c.L.: i{ FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6th Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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 constructio"nd zon}ig. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID nat r Co act r/Agent Date ka914i nt Contract(KAgent's Name 9 MCG) V, 0,2 E Signature f otary-State of Florida Date 0A 3 WQ3mV 4 nZ°may N Contractor/Agent is Personally K owrgto Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes []No WASTE WATER: BUILDING:'/ or 9/15/2018 SCPA Parcel View: 18-20-31-503-0000-0190 Legal Description LOT 19 ROSE HILL PB 54 PGS 41 & 42 Taxes Taxing Authority Assessment Value p T Exem t Values Taxable Value County General Fund 107,392 , 50,000 , 57,392 i Schools 107,392 25,000 82,392 City Sanford 107,392 ' 50,000 57,392 SJWM(Saint Johns Water Management) 107,392 50,000 ' 57,392 County Bonds 107,392 50,000 57,392 Sales Description Date Book i Page Amount Qualified Vac/Imp WARRANTY DEED 10/1/2001 04228 1889 132,800 -Yes Improved SPECIAL WARRANTY DEED 9/1/1998 496 1719 1,456,500 No Vacant Land Method Frontage Depth Units Units Price Land Value LOT 1 30,000.00 30,000 Building Information i Year Built i I I Description Actual/Effective Fixtures Bed i Bath Base Area Total SF I Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 2001 9 3 2,5 1,754 j 2,302 : 1,754 CB/STUCCO $150,073 ` $158,807 ;Description AreaFAMILYFINISH http://parceldetaii.scpafl.org/Parce[Detaillnfo.aspx?PID=l 8203150300000190 1 /2 55106 REV.12113• CUSTOMER COPY 02W4bglmimot-"wd"gobwa w rw mOdo+d esdmns.a V C.VWM «i, Grant Maloy, Clerk Of The Circuit Court & Comptroller Ser Inst #2018109104 Book:9217 Page:480; (1 PAGES) RCD: REC FEE $10.00 y, FL 51:06 PM z T, KA, THIS INSTRUMENT PREPARED BY: Name: KIMBERLEE A WHITTINGTON Address: 136 ROSE HILL TRL S—ANFORDFL 32771 Permit Number: Parcel ID Number: 18-20-31-503-0000-0190 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 19 13f. eb 1 L ROSE HILL PB 54 PGS 41 & 42 2. GENERAL DESCRIPTION OF IMPROVEMENT: WINDOW & DOOR REPLACEMENT 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE GrTRACTIEDJOR THE IMPROVEMENT: Name and address:-.Y,\NlwlA- SkMk-" Interest in property: Fee Simplo"ntle Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Phone Number:7% Address; 2943' 5. SURETY (if applicable, a copy of the payment bond Is attached): Name: 6. LENDER: T. Persons within the State of Florida Designated by Owner upon 713. 113(1)(a)7., Florida Statutes. Name:- Amount of Bond: Phone Number: or other documents may be served as provided by Section Phone Number: B. In addition, Owner designates 1of to receive a copy of the Lienor's Notice as provided in Section 713.1 3(1)(b), Florida Statutes, Phone number: i 9. Expiration Date of Notice of Commencement (The expiration is I 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 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE1OF 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 RECORDING YOUR NOTICE OF COMMENCEMENT, SiVmturo of Owner or Lessee, or nors or Lessee's AU010nzed Ofter0rector/PorifterfManageo State of i County of SEM'PLZJ<- The fo;egging Instrument was acknowledged before me this by trAA Name of person making)Raternont who has produced Identification D type of Identification produced.1 M I TO'M'l AllS,S'11'0'W NDIFORD MYG00012168$ 4t 7 F110 r f' 0 rc IHE011CUDARES: JUL23,2021 z -,K Of A Bondedthrough 1st nmo Rp4,1 day of . 20 WTOIL) . Who Is personally known to me 0 OR r N a Y JJ" N Product Approval Permit # # 1 8- 4 0 6 3 Project Location Address ord e Prevention cification Form As required by Florida Statute 553.842 and Florida Ad'.ministrative 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 17,14.5. 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 j Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional EWED FOR CODE COIAPLI.ANCE Roll Up 14F Automatic PLANS EXAMINER Other 2. Windows DATE Single HungJ Horizontal Slider oZ Casement Double Hun Fixed 6 D AwningSHE 23 • Pass Through Projected Mullions Wind Breaker Dual Action WITH TH WORK AND NOT AS Other AUTHORITY TO VIOLATE, CAN EL. ALTER OR SET June 2014 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER L REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Category/Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block 1` Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof WallI Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 0 O'k, W., 5)'i61 k?-16`\.\ S Zt CvR SSE 3s 3 v 55' 3-'x6J tit, en L 3 61 s 3SXd1 size s,n Wm"% 4.5 316 iFi{\u.-zf. repo,:L 3a7-0 Search Criteria Refine Search Code Version 2017 FL# 13541 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 Search Rpaulie - Annliratinna I FL# Typg Manufacturer Validated By. Status FL13541- Editorial ELD-WEN National Accreditation & Management Approved i R14 Change Category: Exterior Doors, Institute History.Subcategory: Swinging Exterior Door9 9 (804) 684-5124 Assemblies 3 Approved bV DBPR. Aoorovals by DBPR chall M rnvou,n.i ... .rree ..: •.e enr- _...,__._ .-____.__ . _ _ _ Contact Us :: 2601 Blair Stone Road, Tallaha ee F zoo Phone: 850-487-1824 The State of Florida is an AA/EEO employer. SQRyt9bj 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 electronicmailtothisentity. 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 emailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: y https:/Iwww.floridabuilding.org/pr/pr_app_lst.aspx 1/1 FL # FL13541-1114 Application Type Editorial Change Code Version 2017 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 Product Manufacturer )ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks 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 Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 1/3 9/26/2018 Florida Building Code Online Date Submitted 02/01/2018 Date Validated 02/02/2018 Date Pending FBC Approval Date Approved 02/07/2018 summary of Products FL # Model, Number or Name Description 13541.1 A. Design Pro / Smooth Pro / Studio Single (X) Opaque Fiberglass Door, 3'-0" x 6'-8" and 3'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R14 C CAC NI011906 01-R7 (Ldf Approved for use outside HVHZ: Yes FL13541 R14 C CAC NI011906-R6 pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 j Other: Installation Instructions FL13541 R14 II A010831A SS 2014-09-26 1df i Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R14 AE PER2742 SS 2014-09-26 pdf Created by Independent Third Party: Yes j 13541.2^ B. Design Pro / Smooth Pro Single (X) Glazed Fiberglass Door, 3'-0" x 6'-8" and 3'-O" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R14 C CAC NI011921 01-R6 pdfApprovedforuseoutsideHVHZ: Yes FL13541 R14 C CAC NI01 1921-R7 pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R14 II A010832A SS 2014-09-26 pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Parry: Yes Evaluation Reports FL13541 R14 AE PER2743 SS 014-09-26 pdf Created by Independent Third Party: Yes 13541.3 C. Design Pro / Smooth Pro / Studio Double (XX) Opaque Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x ' Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R14 C.C—AC N101 i 07 01-R6 pdfApprovedforuseoutsideHVHZ: Yes FL13541 R14 C QAC NIO11 07-R6 pdfImpactResistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R14 II A01083 A SS 2014-0 26 pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R14 AE PER2744 SS 2014-0 -26 pd Created by Independent Third Party: Yes j 13541.4 D. Design Pro / Smooth Pro Double (XX) Glazed Fiberglass Door, 6-0" x 6'-8" and 6'-0" x Fiberglass 8'-0", Inswing and Outswing i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R14 C CAC NI011908 O1-R7 pdf Approved for use outside HVHZ: Yes FL13541 R14 C CAC NIO11908-R7 Rdf I Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R14 II A010834A SS 2014-09-26 pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R14 AE PER2745 SS 20 4-0 - 6 pd Created by Independent Third Party: Yes 13541.5 E. Design Pro / Smooth Pro / Studio Single with side lite(s) KO/ O,X/ O,X,O) Opaque Fiberglass Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate l Approved for use in HVHZ: No FL13541 R14 C CAC NIO11910 01-R7.pdf Approved for use outside HVHZ: Yes FL13541 R14 C CAC NIO11910-R7 pdfImpactResistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541 R14 II A010835A SS 2014-0 -26 pdf https://www.floridabuilding.org/pr/pr app_db.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhASOIA%3d%3d 2/3 9/26/2018 Florida Building Code Online Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R14 AE PER2746 SS 2014-09-26 pdf 1 Created by Independent Third Party: Yes 13541.6 F. Design Pro / Smooth Pro Fiberglass Single with side lite(s) (X,O/ ON O,X,O) Glazed Fiberglass Door, 9'-0" x 6-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R14 C CAC NIO11923.01-R7.pdf Approved for use outside HVHZ: Yes FL13541 R14 C CAC NI011923-R7.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541 R14 II 13541.6.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R14 AE PER2747 SS 2014-09-26 pdf Created by Independent Third Party: Yes 13541.7 G. Design Pro / Smooth Pro / Studio Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Opaque j Fiberglass Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate A Approved for use in HVHZ: No FL13541 R14 C CAC NIOi 1911 O1-R7 pcf Approved for use outside HVHZ: Yes FL13541 R14 C r_nC NIO11911-47,p Impact Resistant: No Quality Assurance Contract Expiration Date jDesignPressure: N/A 03/30/2026 Other: Installation Instructions FL13541 R14 II AO 0837A SS 014-09-26 pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports f FL13541 R14 AE PER2748 SS 2014-09-26 pdf Created by Independent Third Party: Yes 13541.8 H. Design Pro / Smooth Pro Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Glazed i Fiberglass Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No FL13541 R14 C CAC N1011912 n1-R7 pd Approved for use outside HVHZ: Yes FL13541 R14 C CAC NI011 1 -R7 pdf i Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541 R14 II A010838A SS 2014-09-26 pdf j Verified By: Hermes F. Norero, P.E. 73778 I Created by Independent Third Party: Yes Evaluation Reports FL13541 R14 AE PER2749 SS 2014-09-26 pdf Created by Independent Third Party: Yes l Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 i The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional {mail. If you have any questions, please contact 850.487.1395. *Pursuant to Sectlon 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, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: C1Wfi L, u4i 'A II Iq I https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 3/3 TABLE 00 CONTENTS - SHEET: REVISION SHEET ESCRIPTION _- 1 TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES - 2-- A TYPICAL ANCHOR LAYOUTS AND NOTES• 3. A OPTIONAL 2X BUCK ANCHORING.DETAILS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTALASSEMBLIES 6 A- - GLAZING DETAILS 7 A - WOOD SUBSTRATES 8 A - CONCRETESUBSTRATES 9 A COMPONENTS & BILL OF MATERIALS MAX. OVERALL DESIGN PRESSURE (PSF) NOMINAL SIZE, MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH- HEIGHT RATING POS. NEG. POS. NEG. XX 6'-0" 6'-8" 5W 50 50• 50 NON -IMPACT XX RADIUS 6'-0" 6' 8 SO- 50 SO- SO NON -IMPACT XX 6'1" 8'-0" SW 50 50• 50 NON -IMPACT SEE GENERAL NOTE 7, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. CJL.: UJ. 1.1 DWG. Y; CHK. Y: GL T1M. S$IMSS SCALE: NTS DWG. n: A010834A SHEET: OF9 1 HINGESCHEDULE DOOR HEIGHT CIUANTITY 6 8" 3 HINGE DETAIL AT IAMB. PUKE 89 X 2-1 2" PFH SCREW NEXT TO WEATHERSTRIP ..: 8 UIEONIN6 -ROPSi N. 5 i 9/26/2018 Florida Building Code Online F BCIS Home Log In User Registration ' Hot Topics Submit Surcharge Stats & Facts 1 Publications ' Contact Us , BCIS Site Map Links 1 Search' ' d"" d Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16603 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 Search Results -Applications YFL# T - e Manufacturer Validated By Status FL16603-R3 Affirmation Pella Corporation Terrence E. Lunn, PE Approv History Category: Windows (561) 625-6455 Subcategory: Single Hung rr --- , ... rr .... - ., 11 — .11 11-1 — --„ .,y 1— rvi- 11- wnunueiun a necca>ery. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. ;Qpyright 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: mm"9912 Eel https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 9 26/2018 Florida Building Code Online BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & FFactstPublicationsIContactUs + BCIS Site Map i Links Search Honda 41 Product Approval M 'USER: Public User Product Approval Menu > Product or Application Search > Application list > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16603-R3 Affirmation 2017 Approved Pella Corporation 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@pella.com Beth Phelps phelpsba@pella.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 503)405-9176 tbfarr@pella.com Pat Bortscheller 102 Main Street Pella, IA 50219 641)621-1000 PJBortscheller@pella.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Terrence E. Lunn, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 Year 2008 2011 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 Yes _' No '4 '' N/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e%2fhZs4MdrODgHmBA2cAcwcCoF2TIWubTzw%3d%3d 1/3 9/26/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 12/06/2017 Date Validated 12/06/2017 Date Pending FBC Approval Date Approved 12/07/2017 Summary of Products FL # Model, Number or Name Description 16603.1 Pella 10 Series Single Hung Window1....._...._._.... ...... _.-.._................... . 36" x 90" Vinyl Non -impact Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16603 R3 C CAC CCL 411-H-1032 36x90.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/22/2022 Design Pressure: +40/-40 Installation Instructions Other: Configurations of glass shall conform to the current FL16603 R3 II Drawing 1414.pdf ASTM E1300 standard. Fixed check rail shall have Pella's Verified By: Warren W. Schaefer P.E. 44135 contour shaped steel reinforcement & active check rail & active Created by Independent Third Party: Yes sash stiles shall have Pella's "C" shaped reinforcement. Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party: Yes 16603.2 Pella 10 Series Single Hung Window 54" x 90" Vinyl Non -impact Single Hung Window Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No FL16603 R3 C CAC CCL 411-H-1032 54x 0 [pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: No 07/09/2022 Design Pressure: +45/-45 Installation Instructions Other: Configurations of glass shall conform to the current FL16603 R3 II Drawing 1414.pdf j ASTM E1300 standard. Active check rail, fixed check rail and Verified By: Warren W. Schaefer P.E. 44135 active sash stiles shall have Pella's contour shaped aluminum Created by Independent Third Party: Yes reinforcement. Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party: Yes 16603.3 Pella 10 Series Single Hung Window 54" x 63" Vinyl Non -impact Single Hung Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16603 R3 C CAC CCL 411-H-1032 54x63.pddf Approved for use outside HVHZ: Yespp Quality Assurance Contract Expiration Date Impact Resistant: No 07/09/2022 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16603 R3 II Drawing 1414.pdf ! ASTM E1300 standard. Active check rail, fixed check rail and Verified By: Warren W. Schaefer P.E. 44135 active sash stiles shall have Pella's contour shaped aluminum Created by Independent Third Party: Yes reinforcement. Evaluation Reports FL16603 R3 AE Drawing 1414,pdf Created by Independent Third Party: Yes ! f 16603.4 Pella 10 Series Single Hung Window 48" x 73" Vinyl Non -impact Single Hung Window 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16603 R3 C CAC CCL 411-H-1032 48x73 p Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/09/2022 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16603 R3 II Drawing 1414.pdf ASTM E1300 standard. Active check rail, fixed check rail and Verified By: Warren W. Schaefer P.E. 44135 active sash stiles shall have Pella's contour shaped aluminum Created by Independent Third Party: Yes reinforcement. Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party: Yes 16603.5 Pella 10 Series Single Hung Window 36" x 62" Vinyl Non -impact Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16603 R3 C CAC CCL 411-H-1032 36x62.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/22/2022 Design Pressure: +55/-55 Installation Instructions Other: Configurations of glass shall conform to the current FL16603 R3 II Drawing 1414.pdf ASTM E1300 standard. Fixed check rail shall have Pella's Verified By: Warren W. Schaefer P.E. 44135 contour shaped steel reinforcement & active check rail & active Created by Independent Third Party: Yes sash stiles shall have Pella's "C" shaped reinforcement. Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsHepng4%2fS6e%2fhZs4MdrODgHmBA2cAcwcCoF2TIWubTzw%3d%3d 2/3 9726/2018 Florida Building Code Online 16603.6 j Pella 10 Series Single Hung Window 136" x 73" Vinyl Non -impact Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Fixed check rail shall have Pella's contour shaped aluminum reinforcement & active check rail shall have Pella's "C" shaped reinforcement. Certification Agency Certificate FL16603 R3 C CAC CCL411-H-1032 36x73.pdf Quality Assurance Contract Expiration Date 07/09/2022 Installation Instructions FL16603 R3 II Drawing 1414.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party: Yes 16603.7 ( Pella 10 Series Single Hung Window 1 52-1/8" x 50" Vinyl Non -impact Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Active check rail, fixed check rail and active sash stiles shall have Pella's contour shaped aluminum reinforcement. Certification Agency Certificate FL16603 R3 C CAC CCL 41 1-H-1032 52.125x50.pddf Quality Assurance Contract Expiration Date 10/17/2023 Installation Instructions FL16603 R3 II Drawing 1414.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _Cqpyright 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: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e%2fhZs4MdrODgHmBA2cAcwcCoF2TIWubTzw%3d%3d 3/3 GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE . 3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. B. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FSC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL. BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS. FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME TO OPENING FASTENER MINIMUM MINIMUM SUBSTRATE) TYPE EMBED EDGE DIST. 1) FRAME SCREWS MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4" MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL NO. 10 OR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 10 OR. 5 SELF TAP/DRILL SCREW FULL 1/2" C-90 CMU/2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2" 1)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW 2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). FOR MAX. FRAME WIDTH, SEE NOTE BELOW 6" MAX. — 2 MAX 14" Q.G. I FRAME SCREWS WHERE SHOWN AT oHEAD & SIDES. SEE "FRAME u ANCHOR REQUIREMENTS TABLE" ON DO THIS SHEET 1 FOR REQUIREMENTS. TA NO ANCHORS REO'D-- AT SILL EXTERIOR ELEVATION: SINGLE WINDOW SCALE: 3/4" = 1'-0" NOTE: FOR MAX. WINDOW FRAME DIMENSIONS AND ALLOWABLE DESIGN PRESSURE, SEE APPLICABLE FLORIDA APPROVAL ND/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY THEY SE USED FOR RATIONAL ANO/OR LOCAL APPRWAL OF ANY PRODUCT NOT PRODUCED EY THE MANUFACTURER STATED ON THESE DRAWINGS. 6" MAX. I 6" MAX. i_ I 11" MAX. O.C. AT SIDES) WINDOW FLANGE IS OPTIONAL & MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS I T 3" TO 5" 6" MAX. R ... 0 2 m4c Z 5 g 8 P- z DOD m LawQ Zv i ^ z Z4nwa cr oo Wz €gym u) amgyz 030 a 3 N N SHEET NO. 1 OF 2 SUBSTRATE BY OTHERS PER "FRAME ANCHOR FRAME SCREW REQUIREMENTS TABLE" PER ELEVATION MAX. SHIM AT F EEACH ANCHOR SEALANT BY OTHERS w= SEAL SPACE EXTERIOR WITH LOW w i EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SECTION SCALE: i/2 FULL 2 EXTERIOR w = 4 SEAL SPACE WITH LOW EXPANSION FOAM AROUND 3/8" MAX. SHIM AT EACH ANCHOR FRAME WIDTH SUBSTRATE BY OTHERS PER "FRAME ANCHOR SEAL SPACE WITH LOW REQUIREMENTS TABLE" EXPANSION FOAM PERIMETER F WINDOW FRAME FRAME SCREW PER ELEVATION J\ AROUNO O EXTERIOR SEALANT BY OTHERS SEALANT BY PERIMETER OF OTHERS WINDOW FRAME L 1/4" MAX. SHIM AS REQ'D TO SUPPORT WINDOW SILL 3 CONTINUOUS BEADS OF CONSTRUCTION/STRUCTURAL ADHESIVE SECTION B SCALE: 1/2 FULL 2 SECTION SCALE: 1/2 FULL 2 CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP. NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY OTHERS EXTERIOR 1 r `FRAME SCREW PER ELEVATIONS FRAME ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) SILL DOES NOT APPLY) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) wn Z UM a 0 ao az0al o a=n m` a Lu i_ ZB 0 dn Lu a off: w Wz t D o u,-z ysz 3 SHEET NO. OF BCIS Home i Log In User Registration i Hot Topics Submit Surcharge Stats & Facts i Publications i Contact Us I BCIS Site Map links Search i hlii Product Approval P USER: Public User r, si•,n.. eert.- Product Approval Menu > Product or Appilcation Search > Application List Search Criteria Refine Search Code Version 2017 FL# 14702 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 Search Results - Aoolicatlons FL# Type Manufacturer Validated By 1 Status i FL14702-R5 Revision Pella Corporation Fenestration Technology,LLC Approved History, i Category: Windows (941) 473-9331 Subcategory: Horizontal Slider i Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by, the POC and/or the Commission if necessary Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpyright 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: K It __ v boom https://www.floridabuilding.org/pr/pr_app_Ist.aspx 1/1 9/26/2018 Florida Building Code Online BCIS Home s Log In i User Registration I Hot Topics Submit Surcharge y Stats &Facts Publications j Contact Us BCIS Site Map Links Search rda Produd Approval FUSER: Public User Product Approval Menu > Produd or Application Search > Apolication Ust > Application Detail FL # FL14702-R5 Application Type Revision Code Version 2017 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 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Pella Corporation 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella.com TROY FARR tbfarr@pella.com Windows Horizontal Slider Certification Mark or Listing Window and Door Manufacturers Association Fenestration Technology,LLC i Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 Method 1 Option A 01/26/2018 01/30/2018 02/04/2018 Year 2008 https://www.floridabuilding.org/prlpr_app_df.aspx?param=wGEVXQwtDqueufsxW4GVzSvEKp8pWiWLNJgZFvcUdgz99mmsGl7aCQ%3d%3d 1/2 9/26/2018 Florida Building Code Online Summary of Products FL # Model, Number or Name Description 14702.1 Standard Performance OX or XO Pella Size: 76" x 72" j Vinyl 350 Series Sliding Window j non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14702 R5 C CAC 411-H-1470-08-09.Ddf j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2024 Design Pressure: +40/-40 Installation Instructions i Other: 1) Configurations of glass shall conform to current FL14702 R5 II PELL0008 SERIES350-45SW 1 ss.Rdf FL14702 R5 II PELL0009 SERIES350-325SW 1 ss.pdfASTME1300; 2) Frame type shall be 3.25" Pocket, Fin, 4.5" Verified By: Robert J. Amoruso 49752Block, or Flange Created by Independent Third Party: Yes Evaluation Reports FL14702 R5 AE PERNo1807 Series 350-HS Revl ss.pdf !, Created by Independent Third Party: Yes 14702.2 Standard Performance XOX Vent Size: 114" x 72" 1/3 Vent Pella Vinyl 350 Series Sliding ,Window non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14702 R5 C CAC 411-H-1470-00-Ol.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/14/2024 Design Pressure: +30/-30 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14702 R5 II PELL0008 SERIES350-45SW 1 ss,Of ASTM E1300; 2) Frame type shall be 3.25" Pocket, Fin„4.5" FL14702 R5 II PELL0009 SERIES350-325SW 1 ss.p.f Verified By: Robert J. Amoruso 49752 iBlock, or Flange Created by Independent Third Party: Yes iEvaluationReports FL14702 R5 AE PERNo1807 Series 350-HS Revl ss.pdf Created by Independent Third Party: Yes 14702.3 Standard Performance XOX Vent Size: 114" x 72" 1/4 Vent Pella Vinyl 350 Series Sliding Window i non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14702 R5 C CAC 411-H-1470-04-05.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/13/2024 Design Pressure: +40/-40 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14702 R5 II PELL0008 SERIES350-45SW 1 ss.pdf ASTM E1300; 2) Frame type shall be 3.25" Pocket, Fin,a4.5" FL14702 R5 II PELL0009 SERIES350-325SW 1 ss.pdf Block, or Flange Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14702 R5 AE PERNo1807 Series 350-HS Rev1 ss.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop ght 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 dick here . Product Approval Accepts: hitps://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDqueufsxw4GVzSvEKp8pWiWLNJgZFvcUdgz99mmsGl7aCQ%3d%3d 2/2 PELLA CORPORATION SERIES 350 4-112" VIA SLIDING WINDOW INSTALLATIONAIVCIIORAGE DETAILS GENERAL NOTES: 1. THIS PRODUCT HAS BEEN EVALUATED AND IS DESIGNED TO COMPLY WITH THE CURRENT INSTALLATION NOTES: EDITION OF THE FLORIDA BUILDING CODE AND FLORIDA RESIDENTIAL CODE BASED ON TESTING 1 PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. TO THE PERFORMANCE STANDARDS LISTED BELOW AT THE DESIGN PRESSURE(S) STATED ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED VENEER AND SIDING. TEST REPORTS AND ASSOCIATED LABORATORY STAMPED DRAWINGS AS CERTIFIED BY WDMA AND DOCUMENTED IN THEIR HALLMARK CERTIFICATE OF CONFORMANCE AND LICENSE (CCL). 2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, AND/OR MANUFACTURER'S ANCHOR 1.1. AAMAIWDMAICSA 101/I.S. 2IA44"8 SPECIFICATIONS, INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. 2. THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY, 2X FRAMING AND METAL FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 4.1X 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 LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 5. WHEN INSTALLED IN LOCATIONS WHERE WIN DBOR11 N1. DEBRIS PROTECTION REQUIREMENTS EXIST, THIS PRODUCT SHALL USE AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS. 6. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 7. BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULAR DIMENSIONS SHOWN HEREIN. 8. WINDOW FRAME MATERIAL: VINYL (PVC) 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04el. 10. DESIGNATIONS " X" AND'0" STAND FOR THE FOLLOWING (AS APPLICABLE): 10.1. X: OPERABLE LITE, SASH OR PANEL 10.2. O: FIXED LITE. SASH OR PANEL 11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING AND RESIDENTIAL CODES. 12. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW ASSEMBLY. 13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER. 14. SECTION VIEWS ARE SHOWN WITH ALUMINUM STIFFENER BARS INCLUDED IN THE SASH. EACH STIFFENER BAR MAY OR MAY NOT BE REQUIRED BASED ON UNIT SIZE AND DESIGN PRESSURE. 2. 1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE. 3. SEE SHEETS 5,6 AND 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 4. ONE ( 1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 5. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE (ED) AND THE MAXIMUM ON CENTER D.C.) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 2. END DISTANCES AND O.C. SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 2 ARE ACCEPTABLE. 6. MAXIMUM ALLOWABLE SHIM.THICKNESS. IS 1/4 INCH._SHIM.WHERE SPACE OF 1116 INCH ORGREATER OCCURS._ _SHIM(S) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. 6.1. FOR BLOCK & FLANGE FRAME INSTALLATIONS, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 6.2. FOR FIN FRAME INSTALLATIONS, SHIM 1/2" FROM EACH INTERIOR CORNER OF THE WINDOW, BENEATH INTEGRAL MULLION(S), AND 18" O.C. THEREAFTER. 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 8. 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 IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. SEE SHEET 2 FOR DESIGN PRESSURES. SEE GENERAL NOTE 12 FOR ADDITIONAL REQUIREMENTS TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES, INSTALLATION NOTES & TABLE OF CONTENTS 2 ANCHOR SCHEDULES AND DP CHART 3 & 4 ELEVATIONS & ANCHOR LAYOUTS 5 to 7 INSTALLATION CROSS SECTIONS 8 GLAZING DETAIL AND BILL OF MATERIALS to x 2 w Ig F r z Z Robert J. Am ruso, P.E. Fbrlda P. E. No. 49752 1': Digitally signed by Robert J. Amoruso, P.E. ON: cn= Robert J. Es 4N"" Amoruso, P.E., ioa$'/sicEFidF q o=PTC Product design Group, LLC, oU fLPE No. 49j52 FBPE Cgrt. of 1 h 8 OHALE"d, =Auth. No!25935;'= email=robertOccorp.com, c=US Date: 2015. 03.02 16:28: 20-05'00' 4-1/2" FRAME - NAILING FIN & BLOCK/FLANGE FRAME INSTALLATION - OX, XO, XOK CONFIGURATIONS' MAX. WINDOW_ SIZE END DISTANCE ED) (In) MAX. O.C. (in) ANCHOR (SEE ANCHOR DP (Psi) FRAME. CONFIGURATION SCHEDULE) W (In) H (in) HEAD/SILL JAMBS HEAD/SILL JAMBS 114, 72 30 4: 4 8 8 114 72 40 4 4 8 8NAILINGFIN11GAUGEROOFINGNAIL 76 72 40` 4 4 8 8 FLANGE FRAME AND 3/16" CONCRETE SCREW 114 72 30 6 6 12.7 16.0 BLOCK FRAME OR USING NO. 10 WOOD SCREW THROUGH FRAME. ANSI B18:.6.1) 114 72 40 6 6 10.2 12.0 ANCHOR OR . OR NO. SO TAPPING SCREW CLIP ANCHOR ASME B38.6.4) 76 72 40 6 - 6 12.8 12.0 INSTALLATION ANCHOR SCHEDULE WINDOW FRAME MANUFACTURER EMBEDMENT(IN) EDGE DISTANCE (IN) ANCHOR CAPACITIES FASTENER HEAD TYPE FASTENER SIZE SUBSTRATE AND/OR 2) 2) BASED ON TYPE 11 GAUGE ROOFING app—l—tely 3/8 WOOD WITH A MINIMUM NAILING FIN ROOFING NAIL II GAUGE WOOD NNLx 1.1/2"LONG 1-1/2" SPECIFIC GRAVITYOF0.42 ITW TAPCONS(1) 1-1/2" 1-1/8" MIN. 2000 PSI CONCRETE ELCO ULTRACONS 1-3/8- 1" MIN. 2500 PSI CONCRETE CONCRETE ELCO CRETE-FLEX SS4 2" 1-7/8" MIN. 2500 PSI CONCRETE HILTI KWIK-CON II 1-1/2" 1-1/8" MIN. 1000 PSI CONCRETE FLAT OR HEX HEAD 3/16- ITW TAPCONS (1) 1" 2" MASONRY ELCO ULTRACONS 11/4' 1" STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM ELCO CRETE-FLEX SS4 1.1/4- 1-7/8" FLANGE FRAME BLOCK/CMU) WEIGHT HILTIKWIN-CONII AND BLOCK FRAME ANSI 838.6.1USING THROUGH FRAME WOOD SCREW)(2) 1-1/2" 1„ WOOD WITH A MINIMUM ASME 018.6.4ANCHOR WOOD SPECIFIC GRAVITY OF 0.42 OR TAPPING SCREW) (2) 20 GAUGE (0.0346' ASTM A-653 STEEL 33 KSI CUP ANCHOR MIN. THK.)STEEL ASME618.6.4 1" YIELD STRENGTH STEEL OR FLAT OR PAN HEAD NO.10 INCLUDING STEEL STUDS TAPPING SCREW)(2) FULLY PENETRATE BETTER SUBSTRATE WITH gSTM A-365TEEL, 36 K51 1/8" MIN. THK. ASME 518.6.4 3 THREADS 1" YIELD STRENGTH STEELOR STEEL TAPPING SCREW)(2) PROTRUDING BETTER INTERNALLY 0.060', MIN. THK. ASME 818.6.4 1„ 6063-TS ALUMINUM OR ALUMINUM TAPPING SCREW)(2) BETTER NOTES: 11 WHEN ITW TAPCONS ARE USED FOR CONCRETEIMASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THRFADFORM TECHNOLOGY TYPE. 2) FOR WOOD AND TAPPING SCREWS IF SPUTTING IS A CONCERN, DRILL 7/64" PILOT HOLE FOR FLANGE/BLOCK FRAME INSTALLATION OR 3/32" PILOT HOLE FOR NAIUNG FIN INSTALLATION. NOTES: 1. INSTALLATION ANCHOR SCHEDULE TABLE LISTS APPROVED ANCHOR SPECIFICATIONS BASED ON THE WINDOW FRAME TYPE AND SUBSTRATE. 2. 4 1/2" FRAME -NAILING FIN & BLOCKIFLANGE FRAME INSTALLATION -XO, _X AND XOX CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. 2.1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE. 2.2. END DISTANCE (ED) OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. 2.3. MAXIMUM O.C. (ON CENTER) SPACING FOR ANCHORS BETWEEN THE FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS. 2.3.1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING REQUIREMENTS. 2.4. MAXIMUM WINDOW SIZES (W x H) 2.5. MAXIMUM DESIGN PRESSURE (DP) 3. MAXIMUM DAYLIGHT OPENING AND MAXIMUM SASH SIZES 3.1. SEE TABLE BELOW. CONFIGURATION MAX WINDOW SIZE (IN) DP P 5Pt37.97 MAXIMUM SASH SIZE in) MAXIMUM D.L.O. SIZE (in) SASH FIXED XO or OX 76 x 72 4038.1 x 69.2 34.4 x 65.6 34.4 x 65.6 XOX(1/4Vent) 114x72 4028.4x69.2 24.8It65.6 54.1x65.6 XOX(1/3Vent) 114x72 40x69.2 1 34.97x65.6 34.4x65.6 o gLO 4 0 or i i UU of IY N o tgy a A p o tl d 0O z U' UZo. N Xn¢zw zZ-S E'fg w wbra}L=i O MIX Robert J. Amai - P.E. Florida P.E. No. 49752 w Digitally signed'by Robei2.1. Am0ruso, P.E. DN: cn=Robert J. Amoru4o Product 0e4ign Group, LLC, ou No. 49752YFBPE Cert. of Auth. No. 259357 email=rAert@ptc-corp.com, C=US DSLe;I015.03.02 16:28:35 -05'00' 4" MAX. 4" MAX 4" MAX. MAX. UNIT WIDTH SEE TABLE SHEET 2 CLUSTER SEE NOTE 2 4" MAX. -^{ THIS SHEET & CLUSTER__ .._ SEE NOTE 2 THIS SHEET SERIES 350 XO OR OX VINYL SLIDING WINDOW FIN FRAME EXTERIOR VIEW INSTALLATION ANCHOR SEE TABLE SHEET 2 FOR SIZE AND MAX. O.C. SPACING. (SEE NOTE 1 THIS SHEET) 4" M MAX. UNIT HEIGHT SEE TABLE B SHEET 2 5 4" MAX. MAX. UNIT WIDTH SEE TABLE SHEET 2 CLUSTER CLUSTER SEE NOTE 2 SEE NOTE 2 THIS SHEET 5 THIS SHEET 4" MAX. A" MAY j CLUSTER J CLUSTER SEE .NOTE 2- _.- __ SEE NOTE_2 THIS SHEEP THIS SHEET SERIES 350 XOX VINYL SLIDING WINDOW FIN FRAME EXTERIOR VIEW NOTES: 1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES. 2. ALL FRAME SIZES WILL HAVE (2) INSTALLATION ANCHORS CLUSTERED AT THE MEETING STILE, (1) ANCHOR 4° ON EITHER SIDE OF THE MEETING STILE CENTERLINE. CLUSTERED ANCHORS AT THE MEETING STILE WILL BE LOCATED AT THE HEAD AND SILL FOR OX, XO AND XOX CONFIGURATIONS. 4 a 0 a Z oz Ld 0 o~ a D ppz oil g= O 3S zx z gW 0- a 0 aQFLjy11' K N'n F IL F arnazZ z Z 3 y co << _ p g'a4.Li uJIL mw 9 LL Ro6ar1 J. Amaruao, P.E. Florida P.E. No. 49752 f<s Digitally signed byRobert1. Amoruso, P.E. DN: cn=Robert J. oW!ryb••., Amoruso, P.E., ce6S.,N o=PTC Product N lYY6Y \O sign Group, LLC, dilcFl P.E. No. 49752;yFBPE of Ruth lo:S935; email robed corp.com, c=US Date: 2015.03.02 16:28:47 -05'00' MAX. UNIT WIDTH SEE TABLE SHEET 2 CLUSTER SEE NOTE 2 6" MAX. 6" MAX. HIS SHEET C E 6 7 6' 7MAAXX. IFT 7, MINE j CLUSTER J SEE NOTE 2 THIS SHEET SERIES 350 XO OR OX VINYL SLIDING WINDOW BLOCK/ FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION EXTERIOR VIEW MAX. UNIT WIDTH SEE TABLE SHEET 2 INSTALLATION ANCHOR CLUSTER SEE NOTE 2 CLUSTER SEE TABLE SHEET 2 SEE NOTE 2 THIS SHEEP FOR SIZE AND MAX. C E THIS SHEEP 6" MAX. O.C. SPACING. (SEE NOTE 6" MAX. 8 7 1 THIS SHEET) , I (I _I" It MAX. UNIT HEIGHT SEE TABLE SHEET 2 6" MAX. 6" MAX. j f CLUSTER CLUSTER J SEE NOTE 2 SEE NOTE 2 THIS SHEET THIS SHEET SERIES 350 XOX VINYL SLIDING WINDOW BLOCK/ FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION EXTERIOR VIEW NOTES: 1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES. 2. ALL FRAME SIZES WILL HAVE (2) INSTALLATION ANCHORS CLUSTERED AT THE MEETING STILE, (1) ANCHOR 4" ON EITHER SIDE OF THE MEETING STILE CENTERLINE. CLUSTERED ANCHORS AT THE MEETING STILE WILL BE LOCATED AT THE HEAD AND SILL FOR OX, XO AND XOX CONFIGURATIONS. co 7 O piagW OeppigZSONil z Z °0 co FQ mSoIllgCNF a Ho= Z a IL <Zw oZ-5wvZ`w 0 m0. w In Robert J. Amonrso, P.E. Florida P.E. No. 49752 C Digitally signed by Robert J. Amoruso, P.E. DN: cn=RobertJ. lr 4,yo Amoruso, P.E., IceNe.q o=PTC Product Design Group, LLC, i.e of 4wFL P.E. No. o ` . 49752 FBPE Cert. of AUth No"2(i 35 email robert@pt`c corp.com, c=US Date: 2015.03.02 16:28:58 -05'00' EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR SEE TABLE SHEET 2 I APPLY EXTERIOR - FLASHING ACCORDING TO MANUFACTURER'S INSTRUCTION EXTERIOR MIN. EMBEDMENT SEE TABLE SHEET 2 INTERIOR FINISH BY OTHERS 2X WOOD FRAMING BY OTHERS MIN. EDGE DIST. SEE TABLE 2 MIN. EDGE DIST. 1/4" MAX. SEE TABLE SHEEP 2 SHIM INTERIOR FINISH APPLY INTERIOR BY OTHERS SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION 2X WOOD FRAMING BY OTHERS INTERIOR MIN. EMBEDMENT 4 SEE TABLE SHEET 7- L2 I INSTALLATION ANCHOR SEE TABLE SHEET 2 APPLY INTERIOR SEALANT ACCORDING J TO MANUFACTURER'S EXTERIOR FINISH INSTRUCTION BY OTHERS 1/4" MAX. ED SHIM APPLY EXTERIOR FLASHING ACCORDING MIN. EDGE DIST. TO MANUFACTURER'S SEE TABLE SHEET 2 INSTRUCTION INSTALLATION ANCHOR SEE TABLE SHEET 2 INTERIOR FINISH EXTERIOR FINISH BY OTHERS BY OTHERS M2X WOOD FRAMING IN. EMBEDMENT BY OTHERS SEE TABLE SHEET 2 A VERTICAL CROSS SECTION FIN INSTALLATION STANDARD PERFORMANCE GLAZING SHOWN, HIGH PERFORMANCE GLAZING SIMILAR. SEE SHEET 8 FOR HIGH PERFORMANCE GLAZING CROSS SECTION 1/ 4" MAX. SHIM APPLY INTERIOR SEALANT ACCORDING TO MANUFACTURER' S INSTRUCTION INTERIOR APPLY EXTERIOR EXTERIOR FLASHING ACCORDING TO MANUFACTURER' S INSTRUCTION B ORIZONTAL CROSS SECTION 5 FIN fNS'fALLATION u Q N_ A 0Mov 0 Z 0 r ww o a 30 a O i ZZ boo 0' 3 Z ZW FriJm N ..= F Q N }f a f/1Q ZU 8 ` 8 0 Z_5Z 0fpl QQ N W Joo. 4Q Gp C. , ul z WLL ® 8^ 01Robert J. Arnwu o, P.E. FbAda P.E. No. 49752 ES SFN[8 CEkzi,w1t Ne 19ri3. Digitally signed:by RobeiflAmoruso, P.E. ON: cn=Robe[ J. AmorLsso Product DegDegH nGaup, LLC, ou=FEPEsNo, 49752„FBRE Cert. of Auth. No. 25935, email=r4ert@ptc< orp.com, c=US Da&- 201 S.03.02 16:29:09 -05'00' MIN. EDGE DIST. SEE TABLE SHEET 2 o o SUBSTRATE VARIES SEE TABLE SHEET 2. SUBSTRATE BY OTHERS Z OPTIONAL 1X BUCK BY MIN. EMBEDMENT U o z OTHERS, 1X BUCK TO BE SEE TABLE SHEET 2 LU O aPROPERLYSECURED. SEE GENERAL NOTE 4 SHEET 1 1 MIN. EMBEDMENT 1/4" MAX. a a SEE TABLE SHEET 2 SHIM APPLY EXTERIOR a SEALANT ACCORDING TO APPLY INTERIOR MANUFACTURER'S INSTRUCTION C ( 1- ro" of 10 1/SHIM X SEALANT ACCORDING TO APPLY INTERIOR MANUFACTURER'S INSTRUCTION Z $$8 SEALANT ACCORDING 3 p g w o 1 D TO MANUFACTURER'S o v CL D INSTRUCTION 1 2 INTERIOR Z LU 3aN INSTALLATION ANCHOR T Z pSEETABLESHEET2MIN. EDGE DIST. z s SEE TABLE SHEET 2 0 QF i z = a 9 K o O r Z INTERIOR ou N a Z 5 EXTERIOR a INSTALLATION ANCHOR 4 g N w z g 4 SEE TABLE SHEET 2 a € 2 OPTIONAL 1X-BUCK-BY AT SILL THERE MUST OTHERS, 1X BUCK TO BE a Ul BE APPROVED SEALANT PROPERLY SECURED. SEE 0 w = 1 UNDER ANCHOR HEAD GENERAL NOTE 4 SHEET 1 u APPLY INTERIOR SEALANT ACCORDING TO SUBSTRATE VARIES EXTERIOR APPLY EXTERIOR MANUFACTURER'S INSTRUCTION APPLY EXTERIOR SEALANT ACCORDING 1/4' TABLESEESEALANTACCORDINGTOMAX. SUBSTRATE BY OTHERS TO MANUFACTURER'S C SHIM MANUFACTURER'S INSTRUCTION INSTRUCTION D HORIZONTAL CROSS SECTION OPTIONAL 1X BUCK BY BLOCK/FLANGE FRAME THROUGH FRAME INSTALLATION OTHERS, 1X BUCK TO BE 6 PROPERLY SECURED. SEE GENERAL NOTE 4 SHEET 1 MIN. EMBEDMENT SUBSTRATE VARIES SEE TABLE SHEET 2 R°Darl 1, Aroo—,P.E. Florida P.E. No. 49752 SEE TABLE SHEET 2. SUBSTRATE BY OTHERS INSTALLATION ANCHOR J SEE TABLE SHEET 2 MIN. EDGE DIST. SEE TABLE SHEET 2 C VERTICAL CROSS SECTION 6 BLOCK/FLANGE FRAME THROUGH FRAME INSTALLATION STANDARD PERFORMANCE GLAZING SHOWN, HIGH PERFORMANCE GLAZING SIMILAR. SEE SHEET 8 FOR HIGH PERFORMANCE GLAZING CROSS SECTION ov Digitally signed by Robert'T,8moruso, P.E. DN: cn=Robert J. Amoruso: P:E ;P?C`# - Product Design GYdup, LLC, ou=FL"P.E;:No: 49752,, FRPE Cert. of Auth. No. 25935, email=rpbert9_aptc-corp.com, c=US D2(e4015.03.02 16:29:21 -05'00' SUBSTRATE VARIES - SEE TABLE SHEET 2. SUBSTRATE BY OTHERS OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE GENERAL NOTE 4 SHEET 1 APPLY EXTERIOR SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION EXTERIOR APPLY EXTERIOR - SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE GENERAL NOTE 4 SHEET 1 SUBSTRATE VARIES SEE TABLE SHEET 2. SUBSTRATE BY OTHERS MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE SHEET 2 SEE TABLE SHEET 2 MIN. EMBEDMENT SEE TABLE SHEET 2 1/4" MAX. MIN. EDGE DIST. SHIM SEE TABLET SHEET 2 APPLY INTERIOR INSTALLATION CLIP J SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION INSTALLATION ANCHOR 2) SCREWS PER CLIP SEE TABLE SHEET 2 THROUGH CLIP HOLES SUBSTRATE VARIES SEE TABLE SHEET 2. INTERIOR SUBSTRATE BY OTHERS MIN. EMBEDMENT SEE TABLE SHEET 2 1/4" MAX. SHIM INSTALLATION CLIP APPLY INTERIOR SEALANT ACCORDING TO r MANUFACTURER'S INSTRUCTION THROUGHSCREWS EI CLIPHOLES INTERIOR 2) SCREWS PER CLIP OPTIONAL 1X BUCK BY THROUGH CLIP HOLES OTHERS, 1X BUCK TO BE a Q PROPERLY SECURED. SEE APPLY INTERIOR GENERAL NOTE 3 SHEET 1 SEALANT ACCORDING TO EXTERIOR MANUFACTURER' S INSTRUCTION APPLY EXTERIOR V I INSTALLATION CLIP SEALANT ACCORDING INSTALLATION ANCHOR SEE TABLE SHEET 2 EIVERTICAL CROSS SECTION l / BLOCK/FLANGE FRAME CLIP [INSTALLATIONIi STANDARDPERFORMANCEGLAZINGSHOWN, HIGH PERFORMANCE GLAZING SIMILAR. SEE SHEET 8 FOR HIGH PERFORMANCE GLAZING CROSS SECTION TO MANUFACTURER'S INSTRUCTION 1/ 4" MAX. SHIM F ORIZONTAL CROSS SECTION T % BLOCK/FLANGE FRAME CLIP INSTALLATION MIN. EMBEDMENT SEE TABLE SHEET 2 MIN. EDGE DIST. SEE TABLE SHEET 2 LO 4 o 0 a sc 3 i Oz 0 o~ X a D LL S 4w o a ^ ZlY @ pZ Z LLJ K w N J 0 9 P ~ pZ o 0N Q Z Z Z-5o c0ig i= w' a Mir Robert J. Amoroso, P.E. FWWa P. E. No. 49752 Digitally signed by Robert J. Amoruso, P.E. DN: cn= Robert J. Amoruso, P. E., y sceda" P., s3 o=PTC Product gr N /1!t Qesign Group, LLC, .n ou FLP.E. No. o .. 49752 FBPE Certof s'wsei on E £ AuthT 935," emal I=robert6pfc-;;, corioxom, c=US Date: 2015.03. 02 16:29:39 - 05'00' BILL OF MATERIALS NO. DESCRIPTION CITYITEM XO OX XOX 1 SLIDING WINDOW FRAME ASSEMBLY 1 1 1 SLIDING WINDOW VENT SASH ASSEMBLY, XO 1 1 2 SLIDING WINDOW VENT SASH ASSEMBLY, OX 1 1 3 SLIDING WINDOW SCREEN ASSEMBLY 1 1 2 4 (SEE NOTE BELOW) 11/16" IG ASSEMBLY (SHOWN) 1 (OPT) 1 (OPT) 1 (OPT) 1" IG ASSEMBLY . 1 (OPT) 1 (OPT) 1' (OPT) 1 1/4" TRIPLE IG ASSEMBLY 11116" VENT GLAZING BEAD, RAIL, WITH WEEPS SHOWN) 1 (OPT) 1 (OPT) 1 (OPT) 5 1" VENT GLAZING BEAD, RAIL, WITH WEEPS 1 (OPT) 1 (OPT) 1 (OPT) 1 1/4" TRIPLE GLAZING BEAD, RAIL WITH WEEPS 11/16" VENT GLAZING BEAD, RAIL (SHOWN) 1 {OPT) 1 (OPT) 1. (OPT) 6 1" VENT GLAZING BEAD, RAIL 1 (OPT) 1 (OPT) 1 (OPT) 1 114" TRIPLE GLAZING BEAD, RAIL 11/16" VENT GLAZING BEAD, STILE (SHOWN) 2 (OPT) 2 (OPT) 2 (OPT) 7 1" VENT GLAZING BEAD, STILE 2 (OPT) 2 (OPT) 2 (OPT) 1 1/4" TRIPLE GLAZING BEAD, STILE 8 GLAZING SEALANT 9 FILLER BAR 1 GLASS THICKNESS IS BASED ON PERFORMANCE GRADE RATING AND SIZE OF WINDOW PER ASTM E1300. DIRECTSET GLAZIN EXTERIOI. VERTICAL CROSS SECTION HIGH PERFORMANCE GLAZING FIN FRAME SHOWN, BLOCK/ FLANGE FRAME SIMILAR z b QF LiigRWNU)K }~ Z w U) Z wsm a N_ Robert J. Amoroso, P.E. Florida P.E. No. 49752 Digitally signed by Robert J. Amoroso, s E DNP.. l; cn=Robert 1. Amoruso, P.E., xteor • 1 fi .o=PTC Product geslgn Group, LLC, acUN"'! I" rggg Ou FL P.E. No. 20 BrATE OF (a Wd4975%„,BPE Cert. of bBB/ ONA R• AtfH1. N6k 9M5, emaikrobert@pft- corp. com, c=US Date: 2015.03.02 16: 29:57-05'00' 9/26/2018 r Florida Building Code Online u j BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ( Publications j Contact Us j BCIS Site Map Links Search kris a .., H Product Approval p 'USER: Public User t.a?. Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 12811 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 iearch Results -Applications ------------ _..................... —_._.__...... _... FL# Type .Manufacturer Validated By Status FL12811-R3 Revision 1 Pella Corporation Terrence E. Lunn, PE Approved Histo i Category: Windows (561) 625-6455 Subcategory: Horizontal SliderE p_...._....__._...._...._..._._.__........__.—_-.....____................_.._--..._._.._.__._...._...._....._..................._........ e_.__...._...._............--..---...._.._...._...._..._.........__. T.__._.......,,........_._._.._..... ._...._._.......__............. Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy atatement :: 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: hUps://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 9/26/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publications I Contact Us i BCIS Site Map Links Search I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12811-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella.com Authorized Signature TROY FARR tbfarr@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 503)405-9176 tbfarr@pella.com Quality Assurance Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 503)405-9176 tbfarr@pella.com Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Warren W. Schaefer, P.E. Evaluation Report Florida License PE-44135 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 03/08/2022 Validated By Terrence E. Lunn, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12811 R3 COI Certification of indeoendence.lf Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 Year 2008 Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvEmlfWvK4bELsnPJms2lpMFffLnKVr3oYWKh%2f3GiBdbg%3d%3d 1/2 9/26/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 12811.1 Series 10 Sliding Window Method 1 Option D 09/06/2017 09/21/2017 09/22/2017 12/12/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Window size, assembly, installation requirements & design pressure are to be as specified in the attached drawing No. 1S98. Job required design wind pressure shall be calculated in accordance with the Florida Building Code chapter 16 and ASCE 7 minimum design loads for building & other structures. Glass shall conform to the latest ASTM E1300 standards. Description Series 10 Vinyl Flanged Sliding Windows Installation Instructions FL12811 R3 II Drawing 1598.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL12811 R3 AE Evaluation report WWS-148.pdf Created by Independent Third Party: Yes E3.iC9 fdex4 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 12 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm1fWvK4bELsnPJms2lpMFffLnKVr3oYWKh%2f3GiBdbg%3d%3d 2/2 73" MAX. FRAME WIDTH 110" MAX. FRAME WIDTH Per: o 1 6 OB/1J/OB 12" 12" fi" MAX. 12" MAX. O.C. 12" MAX. O.C. 6" MAX. 6" MAX. MAX. 12" MAX. O.C. MAX. a O.C. O.C. x s s Al 5" 4" 4" 5" A2 Al 5" 4" 4° 5" A2 6" MAX. 2 2 2 2 2 6" MAX. I I I I 6" MAX. G X 0 X 0 X FRAME SCREWS WHERE I FRAME SCREWS SHOWN. SEE "FRAME 33 1/4 MAX. D.L.O. I I WHERE SHOWN. SEE , 51 1/2' , ANCHOR REQUIREMENTS I r I "FRAME ANCHOR MAX. D.L.O. o TABLE" ON THIS SHEET REQUIREMENTS TABLE" w FOR REQUIREMENTS. C5 W ON THIS SHEET FOR o I _ REQUIREMENTS. B Ci D o w B C1 o C1 B 2 2 v 2 a 2 2 X 2 v 2 C2 INSTALLATION CLIPS I a INSTALLATION CLIPS OPPOSITE OPPOSITE I I I WHERE SHOWN. SEE I2WHERESHOWN. SEE _ x _ a uJ I _ I o i m "FRAME ANCHOR I z o NFRAMEANCHORuM REQUIREMENTS TABLE" REQUIREMENTS TABLE" N F S 17 ON THIS SHEET FOR I 17 ON THIS SHEET FOR 17 , w ° < o 16" MAX. , LOCK REQUIREMENTS. (CLIPS I LOCK REQUIREMENTS. (CLIPS LOCK , 16" MAX. = CL z O.C. , I MAY ALSO BE USED I MAY ALSO BE USED ( I O.C. 0 0 o n AT HEAD IN LIEU OF AT HEAD IN LIEU OF w J FRAME SCREWS) FRAME SCREWS) I o m w 6" MAX. 6" MAX. FUQ 9 Q 9 INSTALLATOoN 3" 3" 3" 3" INSTALLATION Cup CUP Z 4" MAX. l5" MAX. O.C. 15" MAX. O.C. 4" MAX. 4" MAX. 15 MAX. O.C. 15" MAX. O.C. 15" MAX. O.C. 4" MAX. z EXTERIOR ELEVATION: EXTERIOR ELEVATION: ra z o XO OR OX WINDOW XOX WINDOW >o ?L.dj< SCALE: 3/4" = i'-O" SCALE: 3/4" = 1'-O" 0 3 _q CORNER CONSTRUCTION: z FRAME- MEMBERS ARE MITERED &FULLY WELDED. GENERAL NOTES: W Z w EL i y 5&-a MEMBERS ARE MITERED & ALLY WELDED. T. THIS PRODUCT HAS BEEN TESTED. ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED 0 ALLOWABLE DESIGN PRESSURE THOSE SHOWN IN THE'ALLOWABLE DESIGN PRESSURE TABLES)". N Wz EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR XO OR OX UNITS & XOX UNITS 2. -0PENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER — o uINFORMATION & RESULTS FROM APPLICABLE. TEST REPORTS. THE FLORIDA BUILDING ( WIND LOADS TO THE STRUCTURE. J r oCODEVERSIONCONSIDEREDWITHTHISEVALUATIONWASTHATINFORCEATTHETIME3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY U o OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN ALLOWABLE PRESSURE UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO WE MATERIAL SHALL (n N Y m a THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, MAX. WINDOW FRAME BE BEYOND WALL FINISH OR STUCCO. qq PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL SIZE(IN)POSITIVE NEGATIVE 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE 30 Y CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED PSF PSF FLORIDA BUILDING CODE (F0C) FOR NON -HIGH VELOCTIY HURRICANE ZONES (NON-FNTi2). 341 HERE -IN IS CURRENT WITH ALL CURRENT TESTING, CODES AND APPLICABLE ( ) ( ) S THIS PRODUCT IS NON -IMPACT RATED & MUST BE SHUTTERED WITH A FLORIDA CODE APPROVED STANDARDS. XO OR OX UNITS SHUTTER WHERE REQUIRED BY CODE. 8. ALL ANCHORS SECURING PRODUCT FRAMES TD PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL FRAME ANCHOR REQUIREMENTS TABLE (173 X 62 30 30 BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD M1 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN _ OPENING TYPE FRAME/CUP/NAIL FlN TO MINIMUM MINIMUM (173 X 50 37 49 ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONSp cw LL SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. 0173 X 38 37 49 IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTDNAUTY FACTOR OF Kd = 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. 0) FRAME SCREWS & INSTALLATION CLIP SCREWS XOX UNITS 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER v"iz MIN. 2%4 WOOD FRAME OR BUCK N0. 10 SMS OR WOOD SCREW 1 1/4- 3/4' (> 110 X 62 30 30 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE : 3d MIN. GR. 3 & G=0.55) 9. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS QUALITY ASSURED BY A FLORIDA za MIN. 18 CA. 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW NLL 1/Y (2) 110 X 50 31 41 STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE •^ ,V MIN. I/8' THK A36 STEEL N0. 10 GR. 5 SELF TAP DRILL SCREW NLL i 2' 0) STEEL REINFORCEMENT ON BOTH MEETING FIARIDA DEPARTMENT OF BUSINESS &PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS MIN. 1/8- THK 6063-TS ALUM. NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" STILES DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS, PRODUCT ASSEMBLY SHALL BE IN C-90 CMU/2500 PSI CONCRETE (I 1/4" CONCRETE SCREW 1 1/4" 2- (2) STEEL REINFORCEMENT ON THE OPERABLE ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING DR IN NO. REPORTS. C I)SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW MEETING STILE & ALUMINUM 10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING `798 C' 2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, RW RAMSET/RED REINFORCEMENT ON THE FIXED MEETING PERMIT FROM THE APPUCABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER SHEET NO - HEAD THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. HEAD TAPCONS OR HILTI KWIH-CON II (HARDENED STEEL OR S.SJ. STILE 1 OF 3 FRAME ANCHOR PER ELEVATION FRAME ANCHOR PER ELEVATIONSUBSTRATEBYOTHERS SUBSTRATE BY OTHERS PER 1/4" MAX. SHIM AT EACH ANCHOR FRAME WIDTH M.. W. cxEocm v.au ar: ws SEALANT BY OTHERS PER "FRAME ANCHOR SEALANT BY OTHERS FRAME ANCHOR BEHIND FLANGE REQUIREMENTS TABLE" BEHIND FLANGE REQUIREMENTS TABLE" 3 SUBSTRATE BY 2 3 OTHERS PER SEE GLAZING 1/4" MAX 1/4" MAX. SHIM FRAME ANCHOR :' o _ DETAIL ON j SHIM AT FAT EACH ANCHOR REQUIREMENTS SHEET 3 EACH ANCHOR TABLE" SEALANT BY Q SEALANT BY o OTHERS 1 OTHERS FRAME ANCHOR 13 6 ufl 1 PER ELEVATION 22 22 3 EXTERIOR w EXTERIOR SEE GLAZING = DETAIL ON SEALANT BY EXTERIOR c w SHEET 3 OTHERS BEHIND.' 13 SEE GLAZING = g INSTALLATION FLANGE SEALANT BY DETAIL ON D 2 CUP PER OTHERS 16 SHEET 3 ELEVATION J 0 ST BY OTHER LEC1/2 FULL 2SCALE: 1/2 FULL 2 N Z5N F a M22 2 g INSTALLATION TTi O Qo ag_ o O CLIP PER L 1/4" MAX. 13 ELEVATION SHIM AT EACH CLIP w 8 ? SEALANT BY NSTALLATION CLIP SCREW PER a m o OTHERS a 1 4" MAX. ELEVATION (2 PER CLIP) SHIM AT SEALANT BY EACH CUP OTHERS BEHIND SECTION A2 SUBSTRATE BY OTHERS PER "FRAME as w FLANGE ANCHOR REQUIREMENTS SCALE: 1/2 FULL 2 TABLE" CONTINUOUS WOOD MEMBER LESS IN SIZE INSTALLATION CLIP THAN A 2X_ BUCK TO BE MIN. 2 1/2" DEEP. z SCREW PER ELEVATION NOT REQUIRED WHEN SHIM SPACE IS WITHIN oz o02PERCUP) 1/4" MAX. SHIM ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BY OTHERS SECTION Al SUBSTRATE BY OTHERS AT EACH ANCHOR S BEHIND FLANGE SCALE: 1/2 FULL 2 PER "FRAME ANCHOR REQUIREMENTS TABLE" SUBSTRATE BY SEALANT BY OTHERS BEHIND FLANGE SUBSTRATE BY OTHERS PER Sozo— ww ry OTHERS PER FRAME ANCHOR o z< ` FRAME ANCHOR REQUIREMENTS w? wa=Y 4 4 2 REQUIREMENTS TABLE" w w z 17 TABLE" SEALAN0 BY Wur j9h n 27 FRAME ANCHOR OHERST FRAME SCREW PER ncn a 18 PER ELEVATION ELEVATIONS & o a FRAME ANCHORSEE 30 2 1 REQUIREMENTS 3'b 10 10 ] DETAIL ON TABLE" TABLE" SHEET 3 SEALANT BY EXTERIOR 23 P a OTHERS BEHIND 5 FLANGESEEZo^ 5 29 28 SEE 1NG 28 EXTERIOR Nz1129DETAILON12OPTIONALDIRECTMOUNTDETAIL EXTERIOR SHEEP 3 EXTERIOR SEALANT BY TO SUBSTRATE WITH SPACER SECTION SECTION C2 OTHERS HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME)'.'- c1 SCALE: 1/2 FULL 2 SCALE: 1/2 FULL 2 FOR SILL DOES NOT APPLY) DETAIL NOT SHOWN, SEE OTHER SECTIONS) rtj` FIXED MEETING STILE WITH FIXED MEETING STILE WITH STEEL SECTION ALUMINUM REINFORCEMENT) REINFORCEMENT) SHEET NO. FOR DETAIL NOT SHOWN, SEE SECTION C1/2) SCALE: 1/2 FULL 2 2 of 3 ITEM DESCRIPTION MANUFACTURER/NOTES 1 HEAD VINYL 2 SILL & JAMB VINYL 3 STILE & RAIL VINYL 4 INTERLOCK STILE ACTIVE SASH VINYL 5 INTERLOCK STILE INACTIVE SASH VINYL 6 ANTI-UFT CLIP VINYL 7 HEAD FILLER VINYL 8 GLAZING BEAD VINYL 9 INSTALLATION CLIP VINYL 10 STILE REINFORCEMENT(ACTIVE INTERLOCK 18 GA. GALVANIZED STEEL 11 STILE REINFORCEMENT AT INACTIVE INTERLOCK USED WITH XO & OX UNITS WITH A FRAME HEIGHT GREATER THAN 38" & ALL XOX UNITS 6061-T6 ALUMINUM 12 STILE REINFORCEMENT AT INACTIVE INTERLOCK USED WITH XO & OX UNITS WITH A FRAME 'HEIGHT OF 38" OR LESS 16 GA. GALVANIZED STEEL 1.3 FRAMF FIANGF VINYL 16 IROLLER TRACK ASSEMBLY I AIMSBERRY FESTEK VIK-8100 17 LOCK' BETELLI 18 LOCK KEEPER BETELLI SEALS & SEALANTS 22 WEATHERSTRIP ULTRAFAB P/N: W531919G 23 WEATHERSTRIP ULTRAFAB W22241NW FASTENERS 27 NO. 6 X 3 4" WOOD SCREW 2 PER LOCK INTO REINFORCEMENT 28 NO. 6 X 5/8" WOOD SCREW 2 PER LOCK KEEPER INTO REINFORCEMENT 29 N0. 6 X 2 1/2" WOOD SCREW 2 AT EACH INTERLOCK END LOCATION THROUGH SILL INTO INTERLOCK SCREW SPLINE 3/4" I.G. GLASS (1/8" AN./ 1/2" AIR SPACE/1/8- AN.) EXTERIOR NATIONAL STARCH PUR GLAZE 1/2" MIN. BITE 1 2 3 4 5 8Xc SETTING BLOCK AS REO'D TYPICAL GLAZING DETAIL 2.710 - 2-7 10 1.075 I--- UQ a 1.560 1.665 0.060 0 FAQ O SILL &JAMB OO STILE & 2.581 1.. 0 -{ 1.210 0.065 0.060 -I T LL 0.874 1.330 6 a 0.410 I 0.060 O5 INTERLOCK STILE © ANTI- LIFT O HEAD FILLERFR INACTIVE SASH) 0.375 DRAWN BY: CH WNrED Bf- 1.665 RLL i T 1.700 0.060 0 INTERLOCK STILE ACTNE SASH) 0.191 0.865 0.020 GLAZING BEAD 0.840 -{_i 1.325 --y r 0.293 0.050 0.800 2.000 3.000 -r 0.060 10 SI F REINFORCEMENT INTERLOCK) O9 (INSTALLATION CLIP 0.472 1.106 1.071 0.060 4- p 0.860 0.900 D 900 0.0600t 11 STILE REINFORCEMENT 12 STILE REINFORCEMENT @ FRAME FLANGE 3 OF 3 R EQUM]ED ]INSPECTION SEQUENCE-, TWPIL i alum .DING p1G1 . ar leinffi M}Y Inspection' IIDescrl floe. Footer / Setback Stemwall Foundation / Form Board.'Survey Slab /•Mono Slab. Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing' Walls - Sheathing! Roof - Roof Dry In Frame - Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins ection Final Solar Final' Roof j: 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.! FinalSingle !Family, Residences Final. Building Other I M Idle. I Ins eeti®ffi IIDesen'11 don Electric. Underground Footer [ Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final i Mriew/ w ., k:CeL 'lr.4 W7.• d ]"" .ti31.`V•Z'+y , . m 1• iTM?R•Y S-'KyiC i t' Minn Max Inns eednoffi A on Plumbing Underground Plum$ ng Sewer Plumbing Tub Set Plumbing Final iQ Ilffi max Ins ecdom D*escr Rt onn Mechanical Rough Mechanical. Final I. N[ nnn 1 1i}Y ICffis eon.®nn.IIDeao rn 4n®nn Gas Underground Gs Rough Gas Final . REVISED., June 2014