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HomeMy WebLinkAbout121 Holloway Ct1 y 2016MAR CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f 0 Documented Construction Value: $ 18- 96 w Job Address: d }p\ d.cu.y Cyr Historic District: Yes No Parcel ID: 3- , 3y Sly' 664 ' U c Residential,' Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person p,-\ 01\a\fq Title: Phone: Zd%-G37-9 y6) Fax: Email:-\-\ *-h , w'-'o'Al" Qy e)cp_L A Prooertv Owner Information`` ,CoY''I Name XQ UC er Phone: "0-7- y6L5_-gO9 a Street: [;-j IkGw—i CA- Resident of property? City, State Zip:lh=- rL 2)) -771 Contractor Information Name Street: Z Sy City, State Zip: EL - Name: Street: City, St, Zip: Bonding Company: Address: Phone: - 70-( 03-7-1_460 Fax: State License No.: ';_\( c_ 6 y G 71 a- Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN 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 re."ulati m-, construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, Hells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building; Code Re%iserl: Junc 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien LaA. FS 71 3. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Si gnettur 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 I D Type of I D 3-') 4 0 Signature of Contractor/Agent Date Print Contractor/Agent's Name L-4 3-a -1 (0 Signature r Notary -State of Florida PCB' MARYLOU SESAK MY COMMISSION #FF146073 EXPIRES July 29, 2018 e ov rt..r 407) 398-0153 FloridallotaryService.com Co c or gent is )c Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 1 UTILITIES: 1 6W 1 ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATEIZ: BUILDING: N Rey iced: June 30, 2015 Permit Application 1111111111111111111111111111111111111111 T, MQ( MARYANNE MORSEr SEMINOL_E COUNTY THIS INSTRUMENT PREPARED BY: t I.ERK OF C:IRC:UIT COURT & COMPTROLLER Name: Pella Windows and Doors 6K SC'6,0 P a 5 Address: 350 SR 434 W. CLFRK' S A 2016027354 Longwood FL 32750 RECORDED il.;!1`,!21JIh 131: 23:1-1 ' RE: +RDING FEES 1Cl,ilil I. r_.oRr Er_J r.Y rlde'f3r•r NOTICE OF COMMENCEMENT E Permit Number: I / y - ' O Parcel ID Number: 'U1 -5 1 d - 01 hOQ - O/ C9 b The undersigned hereby gives notice that improvement will be made to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTIO OF PROPERTY: (Legal description of the property and street address if available) Ina /O a JLN-A , (\Ct s (fin a P 6 s C r la 1 ow01,14 2. GkNERAL DESCRIPTION OF IMPROVEMENT: 3. OWN R INFORMAT N OR LESSEE INFORM TION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: c ou\ TC7` a- i a 44 6 fG u Rn} ° e f C 33771 Interest in property: a-1\-- Fee Simple Title Holder (if other than owner listed above) Name: ( 4 CONTRACTOR: Name Pella Windows and Doors Phone Number: 407-831-0600 U3 Address: 350 SR 434 W Longwood FL 32750 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: Address: Amount of Bond: 6. LENDER: Name: `` Phone Number: Address: N 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 Statut . Name: Phone Number: Address: 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 dale 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledge and belief. - 11A - C.) S 1 6, - — 9cq 11 U QA S alure Owner or Lessee, or Owner's or Lessee's (Print Name aril Provide Srgnalury's Tnler0lac_) IAulho fed officerlDirectorlParineurAanager) State of\\q— Countycif S-- The foregoing instrument was acknowledged before me this D f\ day of 20 by a r t- Who is personally known to me O OR Name of person making statement who has produced identification type of identification produced: v CHRISTINEt)' MALLEY MY COMMISSION ii FF 087307 EXPIRES' January 29, 2018 Bonded Thru Notary Public Underwrders 1°' l i r. rtjvy CU.RK REQUIRED INSPECTION SEQUENCE Hpo /( -M-4 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door low Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) Address: 111 LL'vkA--f C;r*, ELECTRICAL PERMIT Min I Max I Insnection neccrintinn Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT Min Max inspection Description Mechanical Rough Mechanical Final PLUNIBING) in I Max I Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014 350 State Road 434 W WINDOWS & DOORS Longwood, Florida 30 407 831 0600600FAX: 407 339 7742 Authorization Letter / Power of Attorney I, James Samuel Rowland, do hereby authorize the following persons to act as agents on behalf of myself and Pella Windows & Doors to pull and sign for any permits submitted under my Florida State contractor License number CBC046712. Authorized Persons: Brian Kirby Timothy O'Malley Christine O'Malley Martin Sterling Regards, m amue oaada6 Qualifier CB C 46712 Pella Windows & Doors STATE OF FLORIDA COUNTY OF LAKE Don Kirby Erick DeDios John Christianson Gary Barson Jon Thomas Aaron Hallich Charles O'Neil Owner: Xavier Toledo Address: 121 Holloway Ct Sanford, FL 32771 The foregoing instrument was acknowledged before me this a day of G , 201 by JAMES SAMUEL ROWLAND, who is personally known to me. r I ary Public . Print Name CATHERINE MARLES NOTARY PUBLIC Seal) STATE OF FLORIDA Comm# FF89VW Expires 7/13/2019 My commission expires:_7- 13-a01 01 VIEWED To BE THE BEST Contract - Detailed Pella Window and Door Showroom of Longwood 350 West State Road 434 Longwood, FL 32750 Phone: (407) 831-0600 Fax: (407) 937-3282 Sales Rep Name: Brasil(0), Vavilson Sales Rep Phone: 407-504-9991 Sales Rep Fax: Sales Rep E-Mail: BrasilVS@pella.com 0 Customer Information Project/Delivery Address Order Information Xavier Toledo Toledo,Xavier,121Holloway Ct,Sanford,FL,US,32771 Quote Name: Toledo,Xavier,121Holloway 121 Holloway Cl 121 Holloway Ct Ct ,Sanford,FL,US,32771 Order Number: 7216VBA6U SANFORD. FL32771-6685 Lot# Quote Number: 7526425 Primary Phone: (407) 4354092 Sanford, FL 32771-6685 Order Type: Installed Sales Mobile Phone: County: Seminole Wall Depth: Fax Number: Owner Name: Payment Terms: WF 1159-6.9%APR 1/50th E-Mail: Xavier Toledo Tax Code: CAP IMP 2 Contact Name: Owner Phone: (407) 4354092 Cust Delivery Date: 03125/2016 Quoted Date: 1130/2016 Great Plains #: 1003373699 Contracted Date: 1/30/2016 Customer Number: 1007557218 Booked Date: 3/2/2016 Customer Account: 1003373699 Customer PO M Customer Notes: Customer is aware of the appliclion on the double single hung kitchen with a transom. The only application available for the size it's through CWS. Line # Location: Attributes 1 10 None Assigned ADDPRRMCOR020001 - Delivery & Disposal Qty 1 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.polla.com Printed on 3/4/2016 Contract - Detailed Page 1 of 15 Customer: Xavier Toledo Project Name: Toledo,Xavier,121 Holloway Order Number: 7216VBA6U Quote Number: 7526425 Ct ,Sanford,FL,US,32771 Project Checklist has been reviewed mer Name (Please print) 47 rx0c ,A Customer Signature Data Credit Card Approval Signature ValVt'tkW s Pella Sales Rep Name (Please print) rSales R Signature Dale Order Totals Taxable Subtotal Sales Tax @ 0% 3,643.71 0.00 Non-taxable Subtotal 2,252.34 Total 5,896.05 Deposit Received 0.00 Amount Due 5,896.05 For more information regarding the finishing, maintenance, service and warranty of all Peil&V products, visit the Pella(>) webslte at w.vw.polla.corn Printed on 2/16/2016 Contract - Detailed Page 13 of 13 o City of Sanford Building and Fire Prevention Product Approval Specification RMMPORCODECOMPLIANCE Permit # * 1 6- 8 0 4 PLANS MINER 3 -aa - t DATE Project Location Address /a 1 \)t,\\ewr-.y QxNr r c. 3a"7-7/ As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.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 1. Exterior Doors Manufacturer Product i Florida Approval # include decimal) Swinging LicErJSF TO PHOCEFD WITH THE WORK .AND NOT AS Sliding A114HO RiT TO V!OL.ATE CANCEL. ALTER OR SET Sectional ODE S, NOIR 44. S1 IAI_L !SSUANCE OF A PERMITGHPIKPREVENT Roll Up IHFHEAMP Automatic CON SI PI CTION CAR VIOLATIONS OF THIS CODE. Other 2. Windows Single Hun Horizontal Slider e, a U a06--7 Casement Double Hun Fixed vb an C, 409 'Z>, k Awning Pass Through Projected Mullionsa- Wind Breaker Dual Action Other June 2014 or Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial R011 uP Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature!/i_ Applicant's Namemil„, Please Print) June 2014 e N. V An SE, D 11!0OVi '-,@ IN I ?,) 1>-OV-) 71Z Customer: Xavier Toledo Project Name: Toledo, Xavier,121 Holloway Order Number: 7216VBA6U Quote Number: 7526425 Ct,Sanford,FL,US,32771 Line# Location: Attributes 15 None Assigned ADDPRRMCOR020004 • Permit Fee • CBC 046712 cats 1 Line R Location: _Attributes 20 Master Bedroom BA Vinyl Windows 1 Doors By Pella, Single Hung, 35.75 X 37,25, White Qty 1 r1 1: Non -Standard Size Non -Standard Size Single Hung, Equal f Frame Size: 35 314 X 37 114 PK 0 General Information: Standard, Vinyl, Block, 2 11/16", 2 11/16", Sill Adapter Included, No Head Expander Exterior Color 1 Finish: While 767 Interior Color / Finish: White Glass: Insulated Tempered Obscure Low-E Obscure SunDefense'" Low-E Insulating Glass Air Filled Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, No limited Opening Hardware Screen: Half Screen Grille: No Grille, Wrapping Information: No Exterior Trim, No Interior Trim, Pella Recommended Clearance, Perimeter Length = 146", Glazing Pressure = 205. Obscure Glass Style: Pattern62(Standard) Rough Opening: 36 -1/4' X 37 - 3/4' Customer Notes jA_1 206.9 135 QUOMATMCOM010001 -Vinyl Flat Trim 1 in. (LF) Qty 13 INSTARMCOR020001 - 1 Wide Non -Wood Window Drywall Return Qty 1 QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP City 13 UNITS) For more information regarding the finishing, maintenance, service and warranty of all Pellab products, visit the Pella®website at www.pella com Printed on 3/4/2016 Contract - Detailed Page 2 of 15 i r Customer: Xavier Toledo Project Name: Toledo,Xavier,121 Holloway Order Number: 7216VBA6U Quote Number: 7526425 Ct ,Sanford,FL,US,32771 Linea Location: Attributes 25 Master Bednom Vinyl Windows / Doors By Pella, Single Hung, 35.75 X 61,75, White Qty 1 1: Non -Standard SizeNon-Standard Size Single Hung, Equal Frame Size: 35 3/4 X 61 314 PK ii General Information: Standard, Vinyl, Block, 2 11116", 2 11116", Sill Adapter Included, No Head Expander Exterior Color / Finish: While 3575 767 Interior Color/Finish: White Glass: Insulated Low-E SunDefenseTM Low-E Insulating Glass Air Filled Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, While, No Limited Opening Hardware Screen: Half Screen Grille: No Grille, Wrapping Information: No Exterior Trim, No Interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 70. Rough Opening: 36 -1 /4' X 62 -1/4' Customer dotes: 11206.7 35 QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP City 17 UNITS) QUOMATMCOM010001 - Vinyl Flat Trim 1 in. (LF) Qly 17 INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qty 1 Line a Location: A( Ffbu Fes l 30 Bedroom al Vinyl Windows / Doors By Pella, Single Hung, 35.75 X 61,75, White _ Qty 1 1n 1: Non -Standard SizeNon-Standard Size Single Hung, Equal a Frame Size: 35 3/4 X 61 314 Q PK 0 General Information: Standard, Vinyl, Block, 2 11/16", 2 11/16", Sill Adapter Included, No Head Expander Exterior Color / Finish: White 357$ 767 Interior Color / Finish: White Glass: Insulated Low-E SunDefense'" Low-E Insulating Glass Air Filled Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware Screen: Half Screen Grillo: No Grille, Wrapping Information: No Exterior Trim, No Interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 70. Rough Opening:36 1/4•X6 -1/4' Customer Notes C 11206.7 INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Oty 1 For more information regarding the finishing, maintenance, service and warranty of all Pella© products, visit the Pella0 websile at wwnv.peila.corn Printed on 3'4/2016 Contract - Detailed Page 3 of 15 Customer: Xavier Toledo Project Name: Toledo,Xavier,121 Holloway Order Number: 7216VBA6U Quote Number: 7526425 Ct ,Sanford,FL,US,32771 QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP City 17 UNITS) QUOMATMCOM010001 - Vinyl Flat Trim 1 in. (LF) Qty 17 Line tl Location: Attributes 35 Bedroom# Vinyl Windows / Doors By Pella, Single Hung, 35.75 X 61.75, White Qty 1 1: Non -Standard SizeNon-Standard Size Single Hung, Equal Frame Size: 35 3/4 X 61 3/4 PK N General Information: Standard, Vinyl, Block, 2 11/16", 2 11116", Sill Adapter Included, No Head Expander Exterior Color / Finish: WhileEia • 35.75 767 Interior Color / Finish: White Glass: Insulated Low-F SunDefense- Low-E Insulating Glass Air Filled Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware Screen: Half Screen Grille: No Grille, Wrapping Information: No Exterior Trim, No Interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 70. Rough Opening: 36-1/4'-X6 -1/4' Customer Notes: 11206/i 1.35 QUOMATMCOM010001 - Vinyl Flat Trim 1 in. (LF) Qty 17 QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP Qty 17 UNITS) INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qty 1 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the PellaV websito at wvAv.pella.com Printed on 3/412016 Contract - Detailed Page 4 of 15 Customer: Xavier Toledo Project Name: Toledo, Xavier,121 Holloway Order Number: 7216VBA6U Quote Number: 7526425 Ct ,Sanford,FL,US,32771 Line q Location: _ Attributes 70 Ktchen #1 Vinyl Windows I Doors By Pella, Single Hung, 35.75 X 61.75, White Qty 1 1: Non -Standard SizeNon-Standard Size Single Hung, Equal Frame Size: 35 3/4 X 61 3/4 PK p General Information: Standard, Vinyl, Block, 2 11/16", 2 11/16", Sill Adapter Included, No Head Expander Exterior Color / Finish: White 45 T$ 767 Interior Color / Finish: White Glass: Insulated Low-E SunDefenseI Low-E Insulating Glass Air Filled Non High Altitude Viewed From Exterior Hardware Options: Cam-Aclion Lock, While, No Limited Opening Hardware Screen: Half Screen Grille: No Grille, Wrapping Information: No Exterior Trim, No interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 70- Rough Opening: 36 -1/4' X 62 -114' Customer Notes: 11206.7 l-35 QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP Qly 17 UNITS) INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qly 1 QUOMATMCOM010001 -Vinyl Flat Trim 1 in. (LF) Qty 17 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.coni Printed on 3/412016 Contract - Detailed Page 5 of 15 Customer. Xavier Toledo Project Name: Toledo,Xavier,121 Holloway Order Number: 7216VBA6U Quote Number: 7526425 Cl ,Sanford,FL,US,32771 Line # Location: Attributes 100 Kitchen NOMPELMCOM060003 • Non Pella CWS Product (CWS warranty applies) Qty 1 Customer Notes: Desc: 8100 PVC SINGLE HUNG - SINGLE HUNG DP:+50/-50, [BOX FRAME], Customer to field mull, Standard 'T' Clip, WHITE FRAME, 3' FLAT MULL, 18 x16 Screen LOW E 366, Insulated W/ SCREW SUPPORTS, USING EXTERIOR MULL COVER, SCREEN, NO SPREADER BAR - NO SCREEN WARRANTY AAMA Sid. Gold Labeling 1 - 8100-SHI 138-1007, [With Sill Holes], FPA #4091 A, WHITE DOES NOT MEET EGRESS 2 - 8100-SHI WHITE, Desc: 8300 EYEBROW Picture Window DP:+40/-40, "OPEN FLANGE ACCESSORY GROOVE", [BOX FRAME], WHITE FRAME LOW E 366, Insulated GROOVE FILLER, 6047 AAMA Sid. Gold Labeling FPA #4093.1, 138.1012, Model: PVC HORIZONTAL MULL KIT Color: WHITE W=47 Desc: PVC HORIZONTAL MULLBAR KIT, CUSTOM SIZE, FPA #5777.2, "OPEN FLANGE ACCESSORY GROOVE", [BOX FRAME], Customer to field mull, Standard T' Clip, 3' FLAT MULL, WHITE FRAME, STD HARDWARE USING EXTERIOR MULL COVER INSTARMCOR900003 - Field Mulling - Per Mull Qly 2 INSTARMCOR020002 - 2 Wide Non -Wood Window Drywall Return city 1 INSTARMCOR900005 - Mulled Circlehead Charge city 1 QUOMATMCOM010001 - Vinyl Flat Trim 1 in. (LF) city 22 QUOMATMCOM020502 - Non -Pella Window Installation Kit (caulk,tape,foam,tap-con) Qty 3 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website al vnwi.pella.com Printed on 314/2016 Contract - Detailed Page 6 of 15 Quote #: 1478523/1 D50 SR 434, ! 0NG'900:). FL 3275^ Pb. 4C7 95" 2850 Fix: - LIST PRICE LONGWOOD 350 SR 43,1 350 WEST STA': E ROAD 434 ONGWOOD, FL 32750 LONGWOOD, FL 32750 h: 407 93 i 2850 Ph: 4p7 S31-0600 version : fern No. S Qy: 1 Model: PVC SHSH Color. WHITE Desc: 8100 PVC SINGLE HUNG - SINGLE HUNG DP:+501-5C,'FLANGE7, Customer t0 leld mull, Standard -'I'Clip, WHITE FRAME, 3' FLAT M'JLL,'8 x'6 Screen Dimensions CVV E 366, Insulated SCREW SUPPORTS, SCREEN, NO SPREADER BAR - NO SCREEN DI-Q. 72 3r4 x a4 va TIP:74. sc era WARRANT`. a?d71A Std. Gold Labeling 8100 S.-j t138-10C7,'Aith Sill Holes;, FPA #4091.1, WHITE L DOES NOT MEET EGRESS 2 - 3-.C-SHJ 4'H 1?E. Item No. 2 Oty: 1 Model: 8300-FE Color: WHITE esc: 8300 =YEBROW Picture Window DP:+401-40, [FLANGE;. WHITE FRAME O'.ti' E 366, Insulated Dimensions GROOVE FILLER. 5C47 AN1A Std. Gold Labeling DLO. 47 x 1'.': RO 47 1.2 PA #4093.1. 138-10.2, x'2 TIP: 48 114 x 12 314 1507 Item No. 3 Qty: 1. Model: PVC HORIZONTAL MULL KIT Color: WHITE i Les— PVC HORIZONTAL MJLLBAR KIT. CL;STOM SIZE, FPA #5777.2, "OPEN FLANGE ACCESSORY GROOVE—, (BOX FRAMED, Customer to field mull, Standard Dimensions kA/ = 4 7. O GO C, T" Clip, 3" FLAT MULL, WHITE FRAME. STD HARDWARE JSING EX ERIOR MULL COVER AAMA Std, Gold Labeling. 7 3•J16 4:1,5:40PM Page 1 of 2 3/10/2016 Florida Building Code Online Q; BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Business Professional }USER: PublProdUct ic User Approval Product Approval Menu > Pmduct A )Ocatinn [arch > A licalip t i_t > Application Detail FL # FL11206-R9 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 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 Pella Corporation 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella.com TROY FARR tbfarr@pella.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 503) 405-9176 tbfarr@pella.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 503) 405-9176 tbfarr@pella.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association James L. Buckner, P.E. at CBUCK Engineering Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 Method 1 Option A Year 2008 https:l/www.floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6W GOndlU HYI2YafaN4S6kesnpTN rynm D %2bBF F 1 rl D5dA%3d%3d 1/5 3/10/2016 Florida Building Code Online 11206.6 Series 10120 Single Hung Vinyl Fixed Over Single Hung Composite (46" x 76") Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Configurations of glass shall conform to the current ASTM E1300 standard. L06. Series 10/20 Single Hung df.,- use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 11206.8 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. C1.106.9 Series 10/20 Single Hung Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 11206.10 Series 10120 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 11206.11 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Certification Agency Certificate FL11206 R9 C CAC 411-H-1043.28.pdf Quality Assurance Contract Expiration Date 11/11/2017 Installation Instructions FL1_1206 R91 Drawing. 1572,_p _f Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawinq 1572.Ddf Created by Independent Third Party: Yes Vinyl Single Hung Window (48" x 72") Certification Agency Certificate FL11.206 R9 C CAC 411-H-1043.04.0f Quality Assurance Contract Expiration Date 08/04/2017 Installation Instructions FL11Z06 R9 I1 Drawira-1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.pdf Created by Independent Third Party: Yes Vinyl Single Hung Window (48" x 59-1/2") Certification Agency Certificate FL11206 R9 C CAC 411-H-1043.08.Ddf Quality Assurance Contract Expiration Date 08/04/2017 Installation Instructions FL11206 R9 II Drawing 1572.p1f Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.Ddf Created by Independent Third Party: Yes Vinyl Single Hung Window (36" x 59-1/2") Certification Agency Certificate FL11206 R9 C CAC 411-H-1043.16,pc_f Quality Assurance Contract Expiration Date 08/03/2017 Installation Instructions EL11206 R9 II Qrawir,g 157%pdf Verified By: Warren. W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.pdf Created by Independent Third Party: Yes Vinyl Single Hung Window (48" x 84") Certification Agency Certificate FL11206 R9 C CAC 411-H-1043.20.pdf FL11206 R9 C CAC 411-H-1043.24.-Ddf Quality Assurance Contract Expiration Date 08/07/2017 Installation Instructions I'Ll 1206 R9 11 Drawinq 1572.p,3' Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.ndf Created by Independent Third Party: Yes Vinyl Single Hung Window (36" x 72") Certification Agency Certificate FL11206 R9 C CAC 411-H-1043.12,pdf Quality Assurance Contract Expiration Date 08/03/2017 Installation Instructions FL11206R9 II Drawing 1572_h;j Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572Ddf Created by Independent Third Party: Yes https:// www.flor i dabuil di ng.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgs6W GOndlU H YI2YafaN 4S6kesnpTN rynm D %2bBF F 1 rl D 5dA%3d%3d 3/5 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 MIND LOADS TO THE STRUCTURE. 3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE ''WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IFBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEM.CALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STFFL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHA-L MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO THE BEST OF OUR KNOWLEDGE. THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/0A ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC 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 OUALJTY ASSURANCE SPECIFICAP04S & 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 EMITYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. 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 RESPONSIBILRY SHALL BE THAT OF THE MANUFACTURER OR INSTALLER. ALTERNATEu HOR/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 EQUNALENT 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 DR 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 THEINSTALLATIONSWITHHERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. 1)FRAME SCREWS (SERIES 20) MIN. 2X4 WOAD FRAME OR BUCK No 10 SINS OR WOOD SCREW 1 1/4" 3/4" MIN. OR. 3 & G-0.55) _ MIN. 18 CA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MI 1/8" THK A36 STEEL I NO. 10 GR. 5 SELF TAP/DRILL SCREW I FULL 1 1/2" 1) INSTALLATION CLIP SCREWS (SERIES ZU MIN, 2X4 WOOD FRAME OR BUCK N0. 10 SINS OR WOOD SCREW 1 1/4" 3/4- MIN. DR. 3 & G=0.55) MIN. 18 GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2 MIN. 1/8" THK A36 STEEL 1NO. 10 CR. 5 SELF TAP/DRMl SCREW FULL 1/2" MIN 1/R' THK 60B3-T5 ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" NAILING FIN FASTENERS (SERIES TU) TIN. 2X4 WOOD FRAME OR BUCK UI NO. 8 X 1 1/2" SMS 1 3/8" 1/2" MIN. DR, 3 & G=0.55) N. 2X4 HOOD FRAMF OR P'JCK 2" X 11 l;A. ROOFING NAIL I1 7/8' 1/2" MIN GR. 3 & G=0.55) MIN 1/8' THK A36 STEEL NQ. 8 GR. 5 SELF TAP/DRILL SCREW FULL Ij2' M,N, 1/B- THK 6063-T5 ALUM. A)N0. 8 OR. 5 SELF TAP/DRILL SCREW FU_I 1/2 1) FRA61E S..REWS SHALL BE PAN I,EAD GP. HEX HLAU SCREW 2) CONCRETE SCREWS SHALI BE ELCO ULTRACONS, ELCO CREIE-FLEA, ITLN Rl.!6L1/RED HEAD TAPcONS OR HILT KMK-CON II (HARDENED STEEL OR S S.)- 3)S_REWS AaE L' - WITH THE NA, FN Tr,EY M'JST BE A AA, I- CAVE + " Ai V1ASI.F F: 4i T`.E SC3E''W -LEAD. FP; oNIY APp IrAB{E tVITII -,TANDARO PLRIORMICE r;F.. pljAAr, NIiH HI„y U.-: Aa,•,CE W'NOf.1Ai) 48" MAX. FRAME WIDTH —IAl 5 ABIBT 5 5 OPPOSITE FIN ANCHOR WITHIN 2" OF CORNERS & 8" MAX. O.C. WITH w STANDARD I PERFORMANCE WINDOWS & 4" j MAX. O.C. WITH HIGH x PERFORMANCE WINDOWS. SEE FRAME ANCHOR m REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. L _'l 4 EXTERIOR ELEVATION: SINGLE WINDOW FIN INSTALLED SERIES 10) SCALE: 3/4" = 1'-0" ALLOWABLE DESIGN PRESSURE CRIED. THEY MAY NOT RE USED FOR THE -- I/ R INSTALIATION OF ANY OCHER PRODUCT NOR MAY Y BE USED FOR RATIONAL AND/O.R LOCAL APPROVAL ANY PRODUCT NOT PROOLICED RY THE MANUFACTURER 48" MAX. FRAME W01H B2 '—FRAME SCREWS B2 5 WHERE SHOWN 5 SEE "FRAME OPPOSI ANCHOR REQUIREMENTS THESE 2 TABLE' ON THIS s- ANCHORS SHEET FOR c ARE NOT REOUIREMENTS. rI REQ'D WHEN WINDOW / FRAME L` HEIGHT IS x 62" OR LESS TYP. EACH a SIDE) Po 4' MAX. 1 z 5' yF EQUALLY SPACED o € EQUALLY SPACED 9" MAX 9" MAX. EQUALLY SPACED EQUALLY SPACED f— --- NO ANCHORS REQ'D - 4" MAX. EXTERIOR ELEVATION: AT HEAD & SILL SINGLE WINDOW FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4" = 1'-O" PRESSURE MAX. MAX. FIXED SASH ACTIVE SASH (POSITIVE FRAME FRAME STF_E MEETING RAIL MEETING RAIL & WIN)IEI )T REINFORCEMENT REINFORCEMENT REINFORCEMENTI NEGATIVE) PSIN( ) 1) 48 B4yE5 - YES I YES _ 35 J) V.l'AL W H,5 A !A=.X':M, ' ? " T-LL 337C,!' V=NT. zI VIINN'N HAS EQUAL TOP &901TOM VENTS. PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIGNS ONLY. TF+E GOVERNIE:G DESIGN PRESSURE ON THE WINDOWS SHALL HF THE LESSER OF THAT SHOWN DJ THz INDIVIDUAL WIN DO:N'S STAB AFPku'JAI. (I,P THAT SHOWN IN 1HiS IAP.LE. HIGH PERFORMANCE WINDOW z aoo K0m Z_ € n Ir W33a jr u SUO s o nNi3L a 3 LET ND 1 o, FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48" MAX. INDIVIDUAL _ 48" MAX. INDIVIDUAL 48" MAX INDIVIDUAL _ WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2' TO 3° 2" TO .3" r CK I 1 I SEE SINGLE WINDOW ELEVATION FOR FIN ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS II INDIVIDUAL WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNIT CLUSTER FIN ANCHORS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL I OF 4 POSITIONED AS SHOWN. SEE "FRAME FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS I TABLE" ON SHEET 1 FOR REQUIREMENTS , 1 I I i II I EXTERIOR ELEVATION: MULTIPLE WINDOWS FIN INSTALLED SERIES 10) SCALE: 3/4" = 1'-0" ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) OVERALL ALLOWABLE WINDOW SIZE MULLION 1 STILE REINFORCEMENTIREINFORCEMEN FIXED SASH MEETING RAIL ACTIVE SASH MEETING RAIL PRESSURE POSITIVE hFRAME WIDTH FRAME HEIGHT TYPE RDNFORCEMEN EINFORCEMENT NEGATIVE) IN.) IN.) PSF) DOUBLE WINDOWS 72 53 BEAM _ NO N -5 35 1 7 6.5 2 1 HAR YESF _ 3FAV Yt '0 YFS0_ Y S 35 a Y BEAM _ITS 1_ Fa __ Y s ,5 ES y7s RPtC JNGJ,hi YES _C I 1Cd 72 liEnl.' Y=S rS 3_ FOR MAX. OVERALL UNIT WIDTH, SEE WNDOW PRESSURE TABLE ON THIS SHEET 48" MAX. INDIVIDUAL 4B" MAX. INDIVIDUAL 48" MAX. NDIVICUAL WINDOW WIDTH WINDOW 'NIDTH WINDOW WIDTH vv - - vv v v' SEE SINGLE WINDOW ELEVATION FOR FIN ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS X 1 CUP I/. INDIVIDUAL WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNIT FRAME WIDTH SHALL. CONTROL X FRAME SCREWS WHERE SHOWN AT HEAD MULLION END. SEE " FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUPEMENTS. INSTALLATION CLIPS WHERE SHOWN. SEE W - FRAME ANCHOR REQUIREMENTS TABLE" ON 4 4 4 4 4 SHEET 1 FOR REQUIREMENTS. NOTE: CLIPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: IN LIEU OF FRAME SCREWS MULTIPLE WINDOWS FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4" = 1 "-D" PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW' S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. NOTE HIGH PERFORMANCE 1 ALL !DONTIIDONS APFRESTRICTED BY THE DIVF NSIDNS EPICI'IED. W!NDCI° I 2 V. ND 'h. r`DOUB_E 'r.NDOW AI 4pOL c 3 II MORE 1HAN 3 WINDOWS ARE TO BE MULLED IN ONE OFIE.NiNG, AL L ' A5- Pk S URE ON THOSE UNITS SHALL 2E AS STAFLD COMFARABIE Td PIE UNII. X 1 SFr ET W. 1 I, 5 m. 0.r Rri FILL. M1E u 01/Jo/CA 108" MAX. OVERALL FRAME WIDTH I 108" MAX. OVERALL FRAME WIDTH — --A l 1 1' IN 3' — — 4" 4" 4" 4" NDOWSI WIDTH 4., 4., WINCOW AlDTH S48' MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 8' MAX. INDIVIDUAL 48' MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 43" MAX. INDIVIDUAL ai WINDOW' `V D"H WINC`0`N WIDTH lvINOOW WIDTH WINDOW WIDTH NL ' ICTH 2 TO J 'y 1 I I x x UW W Z W N O n w w Fa rn Q p Z d O of nxa3 V cr O or 0. o U zZ =® x y Z to 3 INSTALLATION CLIPS WHERE SHOWN. SEE I' I' I' I' I' I I, I 0 3 EXTERIOR ELEVATION: "FRAME ANCHOR REQUIREMENTS TABLE" ON 4" 4" 4" 4" 4" 4" 4" 4' N w SHEET 1 FOR REQUIREMENTS. o Z„ MULTIPLE OPERABLE/FIXED WINDOWS E5 . NOTE: CLIPS MAY BE USED AT HEAD ALSO z FIN INSTALLED SERIES 10) IN LIEU OF FRAME SCREWS EXTERIOR ELEVATION: rn WEL SCALE: 3/4" = V-D" _ MULTIPLE OPERABLE/FIXED WINDOWS W ALLOWABLE DESIGN PRESSURE (FRAME SCREW INSTALLED SERIES 20) m W z S2 XOX WINDOWS) SCALE: 3/4' = t'-0" oho 30 PSF ` nz 30 PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT " a SHOWN IN THE INDIVIDUAL WINDOW''S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. o W \ 3w NOTE: 1. ALL WINDOWS ARE RESTR!CIFD DY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN_ DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME VPDTH CF 06" nwnc R I 1572 E SHEET `!O. 3 5 I CLUSTER FINSEESINGLEWINDOW ELEVATION FOR FIN I ANCHOR ANCHORS AT MULLION ENDS SUCH THAT II INDIVIDUAL WINDOWREQUIREMENTS & I THERE AREA TOTAL POSITIONS AROUND I WIDTHS ARE RESTRICTED I OF 4 POSITIONED AS NINDOWS TO DIMENSIONS SHOWN SHOWN. SEE FRAME BUT OVERALL UNIT ANCHOR FRAME WIDTH SHALL I REQUIREMENTS CONTROL TABLE" ON SHEET 1 I FOR REQUIREMENTS j I j I I j FRAME SCREWS SEE SINGLE WINDOW WHERE SHOWN AT ELEVATION FOR FIN ANCHOR INDIVIDUAL WINDOW WIDTHS ARE RESTRICTED HEAD MULLICN END. ! SEE "FRAME ANCHOR REQUIREMENTS & TO DIMENSIONS SHOWN REQUIREMENTS TABLE" ON SHEET iPOSITIONSAROUNDBUTOVERALLUNIT FOR RECUIREMENTS. WINDOWS FRAME WIDTH SHALL I CONTROL t I Ira uLurwnCUP FIN ANCHOR — WITHIN 2" OF CORNERS & 8" MAX. O.C- SEE FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET FOR REQUIREMENTS. FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE — TABLE ON THIS SHEET Al 5 B1 5 OPPOSTE j j 77 4 EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM FIN INSTALLED SERIES 10) SCALE: 3/4" = 1'-0" FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET j 4'' MAX. I - 18" MIX. O.C. j FRAME SCREWS WHERE SHOWN. SEE 'FRAME 9" MAX. ANCHORREQUIREMENTS TABLE" ON THIS SHEET FOR 9" MAX. REQUIREMENTS. 18" MAX. O.C. NO ANCHORS REQ'D-- AT HEAD & SILL EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM FRAME SCREW INSTALLED SERIES 20 SCALE: 3/4" = 1'-0" ALLOWABLE DESIGN PRESSURE WINDOW WITH TRANSOM) WINDOW SPE TALLOWABLE MAX MAX PRESSURE POSITNE FRAME FRAME WIDTH HEIGHT IN.) (IN.) NEGATIVE) PSF) 30 76 35 46 76 I 30 _ 4" MAX i-i v0. 4 5 e FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER SEALANT BY - REQUIREMENTS TABLE" "FRAME ANCHOR OTHERS BEHIND RFQUIREMENTS TABLE" NAIL FI": " - 4 1/4" MAX. -- . j SPACE 1/4" MAX. SHIM SEALANT BYE AT EACH ANCHOR OTHERS SEALANT BY f/ OTHERS SERIES 10 WINDOW FRAME = SERIES 20 WINDOW EXTERIOR FRAME w EXTERIOR a x W SERIES 10 _ WINDOW FRAME a SERIES 20 WINDOW p OTHIRST 8Y FRAME II 1 INSTALLATION CLIPUPERELEVATION SEALANT BY OTHERS UI i 1/4" MAX. SHIM SEALANT BY— 1/4" MAX. OTHERS BEHIND SHIM AT EACH CLIP NAIL FIN FIN .ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER SECTION Al " FRAME ANCHOR INSTALLATION CLIP SCREW SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CLIP) FRAME ANCHOR CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK REQUIREMENTS TABLE" TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION A2 SCALE: 1/2 FULL 5 SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT OTHERS EXTERIOR FRAME SCREW PER ELEVATIONS FRAME ANCHOR REQUIREMENTS TABLE" OPTIONAL (SERIES 20) DIRECT_ MOUNT DETAIL TO SUBSTRATE WITH SPACER AD _zIi TiU SHIDiIN. SIDES ARE INSTALLED IHE 561,1y S:II. 00FS NO APPLY) GR r I ,J VUi .,SU'NN, Lt SEDT:(-NS c2/ ,) 1.325 0.293 0.060 Oi INSTALLATION CLIP vmYL) 1/4" MAX. SPACE FRAME NIDTH ---- SUBSTRATE BY OTHERS PER FRAME ANCHOR \ REQUIREMENTS TABLE" ``IX SERIES 10 NINDOW iN ANCHOR PER - I FRAME ELEVATION SEALANT BY OTHERS BEHINC C] FINNAIL I EXTERIOR J W N ZO U SEALANT 3Y a °' a OTHERS oa Z n. oI SECTION et o o SCALE: 1/2 FULL o U g ° m 1/4" MAX. SHIM FRAME WIDTH — Z d pao AT EACH ANCHOR c z SUBSTRATE BY OTHERS PER ANCHOR SERIES 20 WINDOW Li YREQUIREMENTS FRAMENzTABLE" E p f o z 00 FRAME ANCHOR_,-;--, p NCHOR w Zv^e PER ELEVATION c w w <. o IL =W EXTERIOR z R gJ SEALANT BY LJ z m m z OTHERS N 30 z SECTION Bz SCALE: 1/2 FULL 5 z0UN. LL sa z S E- N- 5 5 GENERAL NOTES: SPECIFIE. THEY MAY NOT BE USED FCR'IF ASSEMBLY wR. 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE u+D/OR INSTALuHON OF ANY OTHER PRODUCT NOR MAY PLOT aarwws. MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. THEY BE USED FOR RATK)NAL AND/CIE LGCA1 APPROVAL = oq./. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND F Aw PRODUCT NOT PRODUCED 9, TH. MNiUfACTU.RER R LOADS i0 THE STf?•JC7URE. TATED ON THESE DPJ.WINGS.ticu g G3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE KITH AND MEET THE REQUIREMENTS — 46 MAX. FRAME WIDTH - - OF THE FLORIDA BUILDING CODE (FBC). - 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS 0"n WOOD FRAMING SHALT BE AT , CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE W000. 5 46 MAX. FRANCA WIDTH --{ 4' MAX. w 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STFFL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR s ; MATERIALS SHALL MET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 2D. -- --- — I--__--- 6. TO THE BEST OF OUR KNOW.EDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A o nFLORIDASTATEAPPROVEDCERTIFICATION/OA ENTITY & SHALT BE LABELED IN ACCORDANCE WITH THE FBC AND / THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS, PRODUCT ASSEMBLY IS I / rc G F NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S GUALOY ASSURANCE BT B1 B2 L. FRAME SCREWS B2 j EQUALLY w r L' K' ySPECIFICATIONS & TESTING REPORTS. 0 SPACED 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING 5 5 5 WHERE SHOWN_ 5 ; 4 T APPLY. 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING OPPOSITE SEE FRAME OPPOSITE - CEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER TINT: A LICENSED CONTRACTOR EXPERIENCED WITH ANCHOR INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANCES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION FIN ANCHOR L 5 £ ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS WITHIN 2" OFA TABLE" ON TH EQUALLY BEEN TESTED. CORNERS & 8" -/ TABLE" ON THIS SPACED THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING DR IN THE PRODUCTS CERTIFICATION SHALL = THESE 2 SHEET FOR CONTROL FOR THE INSTALLED PRODUCT. -c MAX. O.C. WITH c ANCHORS REQUIREMENTS. 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS STANDARD ARE NOT I; ) NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHPLE BE THAT OF THE MANUFACTURER = PERFORMANCE OR INSTALLER. w REQ D WHEN / 9" PAX. O WINDOWS do 4" / g WINDOW ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: 4 MAX. O.C. WITH — _ _ — FRAME —--------- - - + F d ALL ALTERNATE ANCHORS IN THEIR SPECIFIED HIGH HEIGHT IS } a SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE xQ PERFORMANCE xa 62' OR LESS / 9" MAX. z a WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND WINDOWS. SEE s (TYP, EACH p 6 Q nFRAMEANCHOR - DI TO BE EQUIVALENT TO OR STRONGER THAN THE ' v SIDE) 3 O_ mmREQUIREMENTSm ANCHORS) USED IN TESTING WITH THIS PRODUCT. EQUALLY o o TABLE" ON THIS rINSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR SHEET FOR SPACED Z a o INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING REQUIREMENTS. { 3 ` CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME z OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES DR IN EQUALLY = THE EVENT THAT NEW AT ADDIODE TESTING IS COMPLETED ON THE REFERENCED ?® PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SPACED SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE j -- J INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, U '4d CODE AND APPUCABLE STANDARDS. Z 33 FRAME ANCHOR REQUIREMENTS TABLE _ OPENING TYPE FRAME/CUP/NNE FIN TO MINIMUM MINIMUM NO ANCHORS REQ D EXTERIOR ELEVATION: ( 4 MAx. S z SUBSTRATE) OPENING FASTENER TYPE I EMBED IFIDGE_DIST. EXTERIOR ELEVATION: AT HEAD sE SILL SINGLE WINDOW 220 mo1) FRAME SCREWS (SERIES 20) SINGLE WINDOW MIN. 2Xa WoDO FRAME OR BUIC — (FIN INSTALLED SERIES 10) (FRAME SCREW INSTALLED SERIES 20) z ^. MN. GR. } & G=0.55) NO. 1D SMS OR WOOD SCREW 1 ,I, 3/i SCALE 3/4 1-O" MIN. 18 GA. 33 'KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' SCALE: 3/4" = l-0" = u) W inn MIN. 1/8' THK A36 STEEL 140, 1D DR. 5 SELF TAP/DRILL SCREW FULL 1/2" N 41a o-6gLJw n MIN. 1/8' THK 6063-T5PLUM. NI10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" W wyZ c3 C- 90 LMU/2 PSI CONCRETE (2) 1/4- CONCRETE SCREW 11 1/4• 1 2' ALLOWABLE DESIGN PRESSURE u) t) INSTALLATION CLIP SCREWS (SERIES 20) o oma MIN. 2X4 WOOD FRAME OR BUCK (SINGLE WINDOW) v, MIN. GR. 3 & G=0.55) NO, IQ SMS OR WOOD SCREW 1 1/4- 3/4- a WINDOWSIZEALLOWABLEIN. 30U M10 GA. 33 KSI METAL STUD N0. l0 GR. 5 SELF TAP/DRILL SCREW FULL 1/2 PRESSURE A MIN. 1/ 8' THK A36 STEEL NO. 10 DR. 5 SELF TAP/DRILL SCREW FULL 1/2" MAX. MAX. FIXED SASH ACTIVE SASH (POSITIVE 3 FRAME FRAME STILE MEEHNG RAIL MEETING RAIL MIN. 1/6' THK 6063-75 ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' & C-Bo cuu/25oo P51 CONCRETE R) 1/4- CONCRETE SCREW t t/a' WIDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORCEMENT NEGATIVE) ola NAILING FIN FASTENERS (SERIES 10) (N.) (IN.) ( PSF) MIN. 2X4 WOOD FRAME OR BUCK U) 36 59.5 NO NO YES _ 35 MIN. OR. 3 & G=055 (3) NO. B X 1 1/2" SMS M17/81- 1/2' wa t)42 72_ YES NO YES 35 .HIGH PERFORMANCE u as rvN. 2X4 WOOD FRAIGF OR BII^K (4) 2" X t 1 GA. ROOFING NAIL 1/1' (11 42 72 YES YES YES 50 WINDOW L_( Mw GR } & G=D 55)(u 48 59.5 NO YES YES 35 ; r (z) 72 YES YES "ES 35 w E MN 1/8 IlK AM STEEL NO B GR 5 SELF TAP/DR L SCt 'W FU I 1/2- j () 48 _ MN 1/ B K 6 6} TS ATOM- (0)N0. 8 R. 5 S F TAP/DP REA' FJ L 1 (1 4B 84 YFS YES YES YS I) H? 1 ..RE N_ SHALL BE P % U U. ,EX IL U SCREW () J' TL7!! OAS ,ITEM ! V T:.IL U3 01Y VFNT. s 2) CDNCRLTE SCREWS SHALL BE CO W_TRACD+S, ELCO CRETL F.rX IIYI „1.,S_I/t) WINDOW HAS'EQUAL 10, & 9070M. JEN-S. HEAD TA CONS OR HILH Kw ION (HARDENED STEEL DR ) ' RESSURF SHOWN IN TH TABLE IS FOR LIST ALLAT )N CONDITIONS LE2 s) WSREwELEDITHENA: FI T 'Y VU " BF a AA, E EA R, Ii ) JLY. lE.E COV RNI%C DES:ON PRESSURE TH 571 1 V. IT R W '".Ai E•;u' A= B__ a..1: Nnt r, e r.l ')n•. /;, jHAI_L. BE THE I ES cR OF THAT ,,..OWN IN H '.NIJIV: CAL -yr._ .+ -.ncl .))) 5 , L AEI= G:. L Ulr _THAT CrlJvv. . in5 Ai.;r FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48" MAX. INDIVIDUAL _ 43" MAX. INCIVIDUAL 48" VAX. INDIVIDUAL WINDOW YIIDTH WINDOW WIDTH — 'NiNDOW WIDTH 2' TO 3' 7' TO 3' I I FINII SEE SINGLE WINDOW I' ELEVATICN FOR FIN II I j CLUSTER I OR I ANCHORS AT MULLIONACH1IIIRNCUREMENTS & INDIVIDUAL WINDOW ENDS SUCH THAT POSITIONS AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL WINDOWS TO DIMENSIONS SHOWN OF 4 POSITIONED AS BUT OVERALL UNIT SHOWN. SEE "FRAME FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS/ II I I I 1 EXTERIOR ELEVATION: MULTIPLE WINDOWS FIN INSTALLED SERIES 10) SCALE: 3/4" = 1'-0" ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) -- OVERALL ALLOWABLE WINDOW SIZE PRESSURE MAX. MAX. MULLION STILE" FIXED SASH ACTIVE SASH (POSITIVE FRAME FRAME REINFORCEMENT REINFORCEMEN MEETING RAIL MEETING RAIL & WIDTH HEIGHT TYPE EINFORCEMENT ENFORCEMENT NECAT NE) IN.) (IN.)(PSF) DOUBLE WINDOWS 72 SJ-5 1 _DEAN _F NO NO ES 9 ?7 nEelp "E _ Y'S - I FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48., WINDOW INDIVIDUAL - _ 48 TH Y.[NDOW INDIVIDUAL 48 VAX DTHNIV O'N NWIDT I 4" 4" 4' 4. 4" 4"1 4, S 5 SEE SINGLE WINDOW ELEVATION FOR FIN i INDIVIDUAL WINDOW ANCHOR WIDTHS ARE RESTRICTED REQUIREMENTS & TO DIMENSIONS SHOWN POSITIONS AROUND BUT OVERALL UNIT WINDOWS FRAME WIDTH SHALL CONTROL X I X 1 INSTALLATION I I CLIP FRAME SCREWS WHERE SHOWN AT HEAD MULLION END. SEE " FRAME ANCr;OR REQUIREMENTS TABLE" OIJ SHEET 1 FOR REQUIREMENTS. L INSTALLATION CLIPS WHERE SHOWN. SEE I' 11, I',,I I,--, FRAME ANCHOR REQUIREMENTS TABLE" ON 44 4" 4 4 4 SHEET 1 FOR REQUIREMENTS. NOTE CLIPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: IN LIEU OF FRAME SCREWS MULTIPLE WINDOWS FRAME SCREW INSTALLED SERIES 20 SCALE. 3/4" = 1'-O" PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW' S STATE APPROVAL OR THAT SHOWN IN ]HIS TABLE. NOTE HIGH PERFORMANCE 1. I 0 ! F a-STC CTFD By ' IE J: N DG4Y 2. L_ Dv - Un E 61NDOY! AL 0 3. IF 1ORL T 4 3 AINLOWS ARE TO BE MLLLEU :)t,E CP J7 ,, A, L Fn as Ir 0 THOSE WTS StIALL BE . -Alw rD tE j W N U r aQo 0CL Z d CK a 3 vomn 0 6oC^ zoas3 U z Z 6® 6 J Z V) ' 3 J00 3 Zc0 0 RID m w; 5 OZ_ Z o Z < '- Li W d w Vol w U-z Fah viF „ UN f mi i /fZ 3v d 1572 Sfr tio. Z 5 108" MAX. OVERALL FRAME WIDTH — - 48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL _ 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW SV'.UTH 4" 4" 4" 4" SIMILAR 4..L4" 4" 44..L4, FRAME SCREWS SEE SINGLE WINDOW I IWHERESHOVlPJAT I HEAD,, MULLION END. ELEVATION FOR FIN INDIVIDUAL WINDOW SEE FRAME ANCHORANCHORWIDTHSARERESTRICTEDI 14 REQUIREMENTSREQUIREMENTS & TO DIMENSIONS SHOWN TABLE" ON SHEET 1 POSITIONS AROUND BUT OVERALL UNIT FOR REGDIREMENTS. WINDOWS FRAME WIDTH SHALL CONTROL a INSTALUTIONCLIP I I I I 1C8" MAX. OVERALL FRAME WIDTH 48" MAX. INDIVIDUAL FO" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2' TO 3 — 2" TO 3" I _ i U og a 0 aZao C, 7 M X UK M 0 p }N W r LD c 0z z Y VI 3 J 3 1 INSTALLATION CLIPS WHERE SHOWN. SEE -I__,I S EXTERIOR ELEVATION: "FRAME ANCHOR REQUIREMENTS TABLE" ON 4" 4'" 4" 4" 4" 4" 4" 4" N W4 a MULTIPLE OPERABLE/FIXED WINDOWS \ Zv" SHEET 1 FOR REQUIREMENTS. o NOTE: CLIPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: z FIN INSTALLED SERIES 10) IN LIEU OF FRAME SCREWS W o- 3 MULTIPLE OPERABLE/FIXED WINDOWS w p^ SCALE: 3/4" _ '-o" ALLOWABLE DESIGN PRESSURE (FRAME SCREW INSTALLED SERIES 20) W _ XOX WINDOWS) SCALE: 3/4" = 1'-0" N 5 "Xo 30 PSF o 3y PRESSURE SHOWN IN THIS TABLE IS FOR 3 INSTALLATION CONDITIONS ONLY. THE 3 GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE z N APPROVAL OR THAT SHOWN IN THIS TABLE. 4 a s'z w 3u NOTE: 1_ ALL WINDOWS ARL RESTRICTED BY THE DIMENSIONS SPECIFIED. 3 2, TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RES"i RICTED TO A MAX, M'UY OVERALL FRAME 'NDTH OL 96'. wlNc NLV. 1572 E sN-. ET NO. 3 ,. 5 SEE SINGLE WINDOW ELEVATION FOR FIN I CLUSTER FIN ANCHORS AT MULLION ANCHOR REQUIREMENTS & POSITIONS AROUND INDIVIDUAL WINDOW i WIDTHS ARE RESTRICTED I ENDS SUCH THAT THERE ARE A TOTAL NINDOWS I TO DIMENSIONS SHOWN OF 4 POSITIONED AS FRAMEISHOWN. SEE BUT OVERALL UNIT ANCHOR I FRAME WIDTH SHALL REQUIREMENTS CONTROL I TABLE" ON SHEET 1 I I i I FOR REQUIREMENTS/ I I I FIN ANCHOR WITHIN 2" OF CORNERS & 8" MAX. O.C. SEE FRAME ANCHOR REQUIREMENTS r TABLE" ON THIS SHEET FOR w REQUIREMENTS. w II a FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET I j 8t 5 OPPOSITE j i 82 a 4 d EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM FIN INSTALLED SERIES 1O SCALE: 3/4" = 1'-0" FOR MAX. FRAME 'NIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEETr I F 4" MAX. it B2 OPPOSITE j I 1 B" MAX. O.C. FRAME SCREWS WHERE SHOWN. SEE "FRAME 9" MAX. ANCHORREQUIREMENTS TABLE" ON THIS SHEET FOR 9" MAX. REQUIREMENTS. 18" MAX. O.C. NO ANCHORS REQ"D 4" MAX AT HEAD & SILL EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4" = 1'-O" ALLOWABLE DESIGN PRESSURE WINDOW WITH TRANSOM) SIZE ! ALLOWAB'_E PRESSURE X( POSITNE RAME & EIN1011" ll EIGHTNEGATNE) IN.) ( PSF) 76 35 76 30 v, w v OZ canFg c 0 U 41ao a 0oK„nj O W o r rZrl. o Z <® x J Z zm o Few cli W o z6 ztz -!R w a zow La LlZ F8 to t yy zU0 omiz: N30 3 'b 1 5 FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER SEALANT BY :-" REQUIREMENTS TABLE" FRAME ANCHOR OTHERS BEHIND _ REQUIREMENTS TABLE" NAIL FIN I •• 1/4" MAX. SPACE 1/4MAX. SHIM SEALANT BY AT EACH ANCHOR OTHERS n SEALANT BY -' J OTHERS SERIES iC WINDOW I FRAME = SERIES 20 WINDOW EXTERIOR FRAME x EXTERIOR a T SERIES 10 a WINDOW FRAME . SERIES 20 WINDOW SEALANT B j (I FRAME NSTALLATION CLIP OTHERS I11 rrllfl 1 I PER ELEVATION SEALANT BY L1 tl I II I OTHERS UI 1 1/ 4" MAX. SHIM SEALANT BY 1/4" MAX. OTHERS BEHIND I 7)F SHIM AT EACH CLIP NAIL FIN FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER SECTION A7 "FRAME ANCHOR INSTALLATION CLIP SCREW SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CLIP) 81Y OD MEMBER LESS IN SIZE THAN A 2X_ BUCK "FRAME ANCHOR 7/ 2" DEEP (NOT REQUIRED WHEN SHIM SPACE REQUIREMENTS TABLE" WABLE DIMENSIONS SHOWN IN SECTIONS). SECTION A2 SCALE: 1/2 FULL 5 SUBSTRATE BY OTHERS PER " FRAME ANCHOR . REQUIREMENTS TABLE"SE1. 325OTa FRAMESCREWPERELEVATIONS& "FRAME ANCHOR 0.060 REQUIREMENTS TABLE" i OPTIONAL ( SERIES 20) DIRECT MOUNT DETAIL OINSTALLATION CLIP TO SUBSTRATE WITH SPACER (VINYL) I- IEAD SECTION SHOWN, SiDES .ARE INST.A:LED THE SALE) SILL DOES NOT APPLY) FCR DEiAIL NOT SHOWN. SEF SECTIONS A2/4 & B2/4) 1/ 4" MAX. SPACE --] FRAME WIDTH -- i SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE". X —SERIES 10 WINDOW FIN ANCHOR PER FRAME ELEVATION SEALANT BY jj .C OTHERSBEHINDLJuNAIL FIN i J EXTERIOR 0 n SEALANT BY 9 a OTHERS d z a SECTION Bt uo r SCALE: 1/2 FULL o 1 o N 1/ 4" MAX. SHIM Z w o FRAME WIDTH — 3 AT EACH ANCHOR SUBSTRATE BY = ¢® OTHERS PER FRAME ANCHOR WENDOW SRIES 20 Lq REQUIREMENTS FRAME Z TABLE" us 3' o J 3 7 Z OD o FRAME ANCHOR O N w a PER ELEVATION n Wm ?S w EXTERIOR z = SEALANT BY C) y $ r OTHERS 3 0 SECTION B2 0 SCALE: 1/2 FULL 5 ` 3/10/2016 Florida Building Code Online s BCIS Home Log In User Regislrabon Hot Topics Submit Surcharge Slats 1, Fads Publications FBC Staff BCIS Site Map L -Is Search Business ProducProfessional <i ' USER:Public User Approval 11" App .1,31 Menu > i d"_f ter? Il _3'.:;n art-h. > ACphcation I Ist > Application Detail FL # FL4091-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung 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 Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL4091 R7 COI EvalReD CWS-154E (SH-8100. NI).pdf Standard AAMA/ W DMA/CSA/101/I. S.2/A440-05 AAMA/W DMA/CSA/101/I.S.2/A440-08 ASTM E1300-04 PA TAS 202 Year 2005 2008 2004 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew71%2fDjsNol RE%3d 1/3 3/10/2016 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products L # Model, Number or Name 4091.1 SH-8100 Method i Option D 04/09/2015 04/21/2015 04/25/2015 06/22/2015 Limits of se A ed for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: SH-8100, Max. size 53.125" x 76". Glass complies with ASTM E1300-04. 4091.2 SH-8100 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", see installation dwgs. for DP. Glass complies with ASTM E1300-04. 4091.3 SH-8100 Continuous Head & Sill Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", DP +67.5/-70 psf. Glass complies with ASTM E1300-04. 4091.4 SH-8100 Continuous Head & Sill Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see chart on installation dwgs. for DP. Glass complies with ASTM E1300-04. 4091.5 SH-8100 Oriel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies with ASTM E1300-04. Description 8100 Vinyl Flange/Fin Frame Single Hung Installation Instructions FL4091 R7 It CWS-154E (SH-8100, Nt1.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4091 R7 AE EvalRep CWS-1`4E (SH_ Created by Independent Third Party: Yes SH-8100 Vinyl Single Hung, Non -Impact Installation Instructions FL4091 R7 II CWS-485B (SH-8100 5?x71 _NL9df Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4091 R7 AE EvalRep CWS-485B (Sit-S10 ) 1x_71, NI).odf FL4091 R7 AE Ouanex (Mikron) NOA _12-1017_ )2_ f Created by Independent Third Party: Yes SH- 8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact. Installation Instructions FL4091 R7 I1 CWS-442B (SH-8100, 7nx6,3_Co.ntHdSl NI). pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4091 R7 AE EvalRep CWS-4,12B (SH- 10 7_4x63. ContHdSl, NI).odf Created by Independent Third Party: Yes SH- 8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Installation Instructions FL4091 R7 II CWS-4926 (SH-8100 7=x72 ContHdSl NI). ridf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4091 R7 AE EvalRep CWS-492B (SH-8100 _7<jx72 ContHdSl, NI).pdf Created by Independent Third Party: Yes 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Installation Instructions FL4091 R7 II CWS-293C (SH-8100 52x96 NI'.Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4091 R7 AE EvalRep CWS-293C (SH-8100,_S,x96, NI).pdf Created by Independent Third Party: Yes 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 Statemenl Murd Statement https:// www.floridabuilding.org/pr/pr_ppp_dtl.aspx?param=wGEVXQwtDquzg3l`/g2b4g5faHJ3x°/`2fpCz8Ew7l`/`2fDjsNol RE`/`3d 2/3 1 17 1 4.. MAX. OVERALL FLANGE HEIGHT 76„ MAX. HEIGHT 3611/ MAX. SASH HEIG SINGLE HUNG - NON -IMPACT SHOWN w/DIFFERENT OPTIONS) 54 3!8" -- - ^ MAX OVERALL FLANGE WIDTH 531r8' ^ MAX. UNIT WIDTH 481516" ^ GLASS DLO HT OI B B B 16., X1 i 6 A. A 6; 46516' ----i GLASS DLO EQUAL SPLIT r 54 3,8" MAX OVERALL FLANGE WIDTH f - 531l8" ---- MAX. UNIT WIDTH 4815/16" --- GLASS DLO 335'16" 6912" GLASS MAX DLO OVERALL I 33 5 16" FLANGE O GLASS HEIGHT DLO 68 1 i 4" 1 I MAX 1 UNIT i-- HEIGHT 3338" 30316" GLASS MAX x 26 7.8" DLO SASH GLASS HEIGHT DLO C 46 5 16"--^ GLASS DLO 5 HI SASH ORIEL 54 3J8" - - - MAX OVERALL FLANGE WIDTH 531/8" - MAX. UNIT WIDTH 48 15/16" -- GLASS DLO L I 1 635 16" MAX OVERALL 33 5116" FLANGE O GLASS HEIGHT DLO 62 1, 16` MAX I UNIT T 1 HEIGHT MAX 2011'16" GLASS SASH 4a DLO HEIGHT I 465 16' - ^ GLASS DLO 60/40 SPLIT ORIEL TARI F OF CnNTFNTS GENERAL NCiTEti & ELEVATIONS.___ DP >IARIS F. G_A71 ; DETAIL ., SECTION VIEWS & AL- FRAME ... FxTPUQ-10^1S 8 R C I,! A:JG{ R. SaiiEOULE a?JJTLS . INS I ALLA I MJN DETAILS .....................6 GENERAL NOTES: - - - -- - -- -- --- - - - - V- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED KyAy(om, l-n WINDOY,1 S•;--EMS }/ Jj TO COMPLY WITH THE FLORIDA BUILDING CODE IFBC). CURRENT EDITION. 1900 SW 44TH AVE. OCALA. FLORIDA 34474 2. GLAZING OPTIONS:, SEE SHEET 2) WWW.CWS.CC 3. CONFIGURATIONS: 'O/X". 8100 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNCHNEGATIVEDESIGNLOADSBASEDON. TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. NON -IMPACTPOSITIVEDESIGNLOADSBASEDON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTME-1300-04. 5. ANCHORAGE: THE 33 1.,3 % STRESS INCREASE HAS NOT BEEN USED N'. N j °' o Iw-'. IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR o' o o N o DETAILS. WINDLOAO DURATION FACTOR Cd=1_6 WAS USED FOR WOOD ANCHOR CALCULATIONS. Y j LU LL w w: 0 . Lu 0 m >- 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE z- U) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. g Z m < m i O 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT AT FIXED RAIL AND 0 a " W R' a a z' USED MEETING JAMB., w w w,w,w.a ¢. 2 F- 8. SERIES / MODEL DESIGNATION SH-8100. a i., a a O 0 aO. OU. Cc 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH w. 10. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL w o UO m ¢ ELEVATIONSINASIMILARLOCATION. I 11. EXTERNAL WEEP SLOT = 1,2' x 2-1/2" LOCATED 4" FROM BOTH ENDS. P FEtV``4 58201 '. ;. . LLucasTurner o`• STATE `'F 2015- 04-03 09: 55-04:00 4/ 3/2015 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 sH Er _EecRiNriou GENERAL NOTES AND ELEVATIONS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EQUAL 53-1,8" x 76" SEE COMPARATIVE ANALYSIS CHART, SHEET 2 NONE 5 HI ORIEL 53-1 /8" x 68-1 /4" NONE 60/ 40 ORIEL 53-1 /8" x 62-1;'16" f NONE BAT 04 291:08 D;- RE:. CWS- 154 E SCALe SHEET 1: 33.33 1 OF 6 Design Pressures (PSF) with Glass Types A, B, C, or D Unit Sash Unit Widths (in.) Heights (in.) Heights (in.) 23 112 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 112 43 1/2 47 1/2 51 1/2 53 1/8 35 1/2 17 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 39 1/2 19 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 41 1/2 20 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-73.1 43 1/2 21 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.4 50 / -70.6 47 1/2 23 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -68.9 50 / -66.2 51 1/2 25 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-72.7 50/-65.2 50/-62.6 53 1/2 26 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-71 50/-63.6 50/-61 55 1/2 27 50 / -75 50 / -75 50 / -75 50 / -75 50 / -7S 50 / -75 50 / -75 50 / -75 50 / -69.5 50 / -62.1 50 / -S9.5 59 1/2 29 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -7S SO / -75 50 / -66.8 50 / -59.5 50 / -57 63 1/2 31 50/-7S 50/-72.9 50/-72 50/-71.6 50/-71.6 50/-71.6 50/-71.6 50/-71.6 50/-64.6 50/-57.3 50/-54.8 65 1/2 32 50 / -73.2 50 / -69.1 50 / -68 50 / -67.4 50 / -67.3 50 / -67.3 50 / -67.3 50 / -67.3 1 +50 / -63.6 50 / -56.4 50 / -53.9 67 1/2 33 50 / -69.8 50 / -65.6 50 / -64.4 50 / -63.7 50 / -63.4 50 / -63.4 50 / -63.4 50 / -63.4 50 / -62.7 50 / -55.5 50 / -53 71 1/2 35 50 / -64 50 / -59.7 50 / -58.3 50 / -57.3 50 / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 50 / -53.9 50 / -51.5 74 3/4 36 5/8 50/-59.9 50/-55.6 50/-54.1 50/-53 50/-51.8 50/-51.7 50/-51.7 50/-S1.7 50/-51.7 50/-51.7 50/-50.4 76 37 1/4 50 / -58.5 50 / -54.1 50 / -52.6 50 / -51.5 50 / -50.2 50 / -50 50 / -50 50 / -50 50 / -50 50 / -50 50 / -50 t - - 7'8- OVERALL 1'8- ANNEALED 5'8" AIRSPACE 1'8'ANNEALED 1 I '46. SIKAFLEX 552 ORPURFECTGLAZE'H" 1 2" GLASS BITE GLASS TYPE A 8' OVERALL y ---- --316" ANNEALED 1 2' AIRSPACE I - 3.16' ANNEALED 46, SIKAFLEX 552 OR PURFECT GLAZE "H' I 1;2' GLASS BITE 1 JTE IF SIZE INT ENDED IS NUT SHOWN. USE NEX I LARGER SIZE. GLASS TYPE B 78" OVERALL 1'8" TEMPERED y 5'8" AIRSPACE r-- 1'8" TEMPERED SIKAFLEX 552 OR 46- PURFECT GLAZE "El" 1 1'2" GLASS BITE JUFfl GLASS TYPE C 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT 0 0 lolw Q o'y W a Q < m m'O Z. m'.W w'a > O U O G U, ry N < m Zcc'.O'W wl lw wi 'I ao a0OOU i F IIL iO.iw- U. n a a C a7'8" OVERALL a Ww0_. 316" TEMPERED W,ovymQO 1 2' AIRSPACE TUR/Ib 3,16" TEMPERED 1., r . j SIKAFLEX 552 OR F 46, PURFECT GLAZE "H 59201 1 Z GLASS BITE 9 ". - i 6. 1 L OF 44',2 72 O 4/3/2015 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. GLASS TYPED NORTH PORT, FL 34288 PH. 941-380-1574 sreEYOEs: r;iF'I Wti COMPARATIVE ANALYSIS AND GLAZING DETAILS k ,,;: u s BAT 04 2908 LA- ,r, CWS 154 F scaiL SHEET 1:1 2OF6 14 53 14 40 77 5 62 29 16 65! 66! 62 34 18- 2, 30- SECTION A -A UCTL. IIE:"SS 10TSHvWN FOR CLARITY: 20 21 25"26. 3i. 36. 37 24 51 52 55-58_64. C7. ^38 45, 1 33. 39: 27;28. 34 INTERIOR s 46; 8 70 INTERIOR 'h+lAlO'7W s`/S".'cysr 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS. CC 45: 32 54, 12"38 13. 35 32 24. 45 8100 PVC 7o SINGLE HUNG NON -IMPACT SIN . NIA Fw- C1 iY:ILU ' w_w! 3 15 53, U. 65 66 6_3 19 4 O w m C) SECTION B-B w ¢ ¢ a m zpUcO. Z NOTE. LEFT SIDE SHOWS FIXED SECTION VIEW, co: m'. a m i 0 RIGHT SIDE SHOWS SASH SECTION VIEW. Q u o a u T) Q, m,Z W W i a a c a 0 s o a 11 U w; cl'. Q' p IU'' w T 0 w, O''V,co: a;0' z ORE 0. d1,A1L C,:' tn'.. Hy;.• S` 0 4/ 3/2015 _ LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 SECTION C-C sr=EY esctiialpN. ALTERNATE FIN FRAME SECTION VIEWS rrad, uF'Un-E_ BAT 04 29 08 CVPJS- 154 F SI' Ai- SHEET 1: 2 3OF6 PARTS LIST REM PART It DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr.. SH, w/Flg., PVC. Sill Nhkrun Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr SH, w/Flg.. PVC. R. Jb. Mikron Vinyl 5 H-1836 Meet. Rail, Fxd. Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R Keymark Alum 14 S-6064 Glz. Bd., 7/8",Fxd.. Horiz. Mikron Vinyl 15 S-6064 Glz. Bd., 7/8",Fxd.. Vert. Mikron Vinyl 16 S-6064 Glz. Bd., 7/8".Sash, Horiz. Mikron Vinyl 17 1 S-6064 IGIZ. Bd.. 7/8",Sash. Vert. Mikron Vinyl 18 S-6013 Scm. Adapt., w,rNib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scrn. Adapt.. PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop' Filler. PVC, Vert. Mikron Vinyl 24 P-2190 Balance BSI 25 P-3059 Sash Cam. PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 1 P4069 Keeper, Impact, PVC Interlock Zamac 30 PA479 Weep Cover w Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 33 P-3429 Wstp.. 0.270 x .187 back FinSeal. Gray Ultrafab 34 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 35 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 36 P-3429 Wstp.. 0.270 x .187 back FinSeal, Gray Ultrafab 37 P4638 8 x 2-1/2 PH Mod. Truss Type A, Tek 2 Ajax I Steel 38 1 P-3768 1#8 x 0.625 Ph PH SMS Hub City I Steel 39 P-4051 W 8 x 1.250 Ph FH TEK, Whi. Hub City Steel 40 P4264 8 x 3/4 FH PH w/#6 Head. TEK, Wht Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug. 12" Hole M&M Nylon 46 P-3438 Sikaflex 552 or Pudect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk.. 85 Dur.. 1 /8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC'DP) 52 1 P-3613 ICWS Lbl. (logo) Pro Label 53 Glass, Fixed (See Sheet 3) 54 Glass, Sash (See Sheet 3) 55 P-3281 Spacer (see sheet 3) Duraseal 56 P-3281 Spacer (see sheet 3) Duraseal 62 P-3218 Screen Frame, Honz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline,.155 Dia.. Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring. SS FI. Screen SS 69 H-6026 Main Fr.. SH, w,Fin.. PVC Mikron Vinyl 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 S-6063 Fixed Rail Cover Mikron Vn:yl 1 3 9'16" 1 3 1.8- 69 11516"- 10 5 8" q6" 16" t PVC SASH BTM. RAIL H- 6028 PVC FRAME FIN H- 6026 3 V8" f2 3 2 11116" 4, 1: 16" I 0 PVC FRAME FLANGE H- 6031 11' 8' - ^--- — 5, 16 -- 1 9, PVC SCREEN SUPPORT S- 6014 1 3/16 12) 1 Y8" q t -1r16' PVC SASH SIDE RAIL H- 6004 1 1/8" — - ---- -1 1 2" 1. 1: 16" PVC SCREEN CATCH S- 6013 58 34 -I 1" 13 1 v1s" REINF. SASH MTG. RAIL REINF. SBR:SSR H- 1497 S-1498 1 2 - -. 3 16" 1 SCREW SUPPORT P- 3113 LINE ITEMS NOT USED 6 11. 21 23. 29, 31.41 ?3. 47. 19-50 5- 61 NOI E ALL EXTRUSIONS ARE ALUMINUM 6063-16 UNLESS OTHERWISE NO1 ED 23to' 8 1 16 PVC SASH MTG. RAIL H- 6027 1' 2" -, 2 1,; 8" FIXED MTG. RAIL H- 1836 1 3,8" — T 20, 13; 16" L_ t. ts' PVC SASH STOP S- 6029 V4` 14 78" - 15 PVC GLAZING BEAD S 6064 916" 1 71 1 516" 1 PVC FIXED RAIL COVER, S 6u63 FRAME CORNER CONSTRUCTION a'? gm- 1- 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 8100 PVC CORNER WELDALLSIDES, SINGLE HUNG 6 NON - IMPACT 0 0 m'.nt ' IN w n.w 37 NiN.- oIF 0 N 0 C) Lu 0w00>. Wa ¢ ¢ m FIXED MEETING RAIL SCREWED TOGETHER WITH U. O v z' OUTERFRAME m ¢ in i 0 1.8 LL E'a of LnI, Q < m Z W W w,[Iw' a.w '0'[. o a o Wlp Uim_ Q-?O. z tF" 1` RE'41,I h, r c r4' o32,11 m a a •- J = SrAIE GF t: 4/3/ 2015 - — LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941- 380-1574 SH^_ET DES^,FIPTION BOM AND EXTRUSIONS BAT 04 2908 Dv'C 4 CWS 154 F_ 41` SHEET 1:8 4OF6 1900 SW 44TH AVE. 14' MAX. O.C. (NP.) - - -- - 4" MAX. (TYP: -- - ^ -y- 8" MAX. O.C. ITYP.. OCALA, FLORIDA 34474 6" MAX. (TYP.i 4" MAX. ITYP.; --- SEE NOTE 2 WWW.CWS.CC a" e+ 11— 1 _ - -- SEE NOTE 2 1T MAX. O C. TYP.) L ' I II 4" (TYP) - 4" (TYP) -- 8" - MAX O C. r TYP i THRU FRAME ANCHOR - MEETING RAIL AT FIXED MEETING RAIL CENTERLINE TYP_) INSTALLATION ANCHORS TYP. 8100 PVC SINGLE HUNG NON -IMPACT m N m n w INSTALLATION r N N o f ANCHORS TYP.', polo op' IQ. W_Q-Q.}. w.QH-Q ¢ m m< m 0 o,a U'i (n zi iZ'>. w W O o 0 0 0 IL wjQ w l< a d a c a wANCHORLAYOUT - (FIN) a- ANCHOR LAYOUT - (FLANGE) rtR l W'o m¢'O. reo 58201 STAI E Of t u NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 7SS 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1'16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. Z 3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 6. 4/3/2015 LUCAS A. TURNER. P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST. FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 SPECIFIED IN TABLE 1, SHEET 6. PH. 941-380-1574 SHEET DESCRIPTION'. 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE - 1X BUCKS ARE SCHEDULE AND'. OPTIONAL ANCHOR NOTES A MINlM'fl,l CENTER -TO CENTER SPACING SHALL BE MAINTAINED BETWEEN Al I. FASTENERS 3FOR LIASONPY 1' FOR WOOD AND METAL. o,RAw jP, - -DA-1, - - 8. WOOD OR MASONRY OPENINGS. BUCKS AND RUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND iNSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. BAT 04429 08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI. SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DV.G a. _ REV. - 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATIGN SHAEL --E DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERLWCE DOCUMENTS CWS-154 E FMA. AAMA 100(FIN WINDOWS). FM.A%AAMA 200(FLANGE WIND01,'S), FMA'WDMA 250(BOX `AIWDOW S). FMA'A.AMA'1NDMA 300(EXTERIOR DOORSI SO41-`'- SHEET 1: 25 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS jSEETABLE1 MIN. EMBEDMENT PERIMETER SEALANT - SEE TABLE 1 BY INSTALLER INSIDE AND OUT O SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION ANCHOR ---- - - - - - SEE TABLE 1 SEALANT BEHIND - FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS -- SEE TABLE i 1A' MAX. SHIM 1 '4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 A VERTICAL SECTION _ 6 ' TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 --- SUBSTRATE V/Yl90.UCCYY UUU• BY OTHERS VVINOOVV SYSTEMS 1.4" MAX. SHIM --y. -- SEE TABLE 1 T MIN, EDGE DIST. --- - SEE TABLE 1 SUBSTRATE BY OTHFHS SEE TABLE 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 MIN. EDGE DIST. SEE TABLE 1 1r4" MAX.SHIM - 1 WWW.CWS. CC 8100 PVC INSTALLATION ANCHOR SEE TABLESINGLE HUNG MIN. EMBEDMENT SEE TABLE , NON -IMPACT I Z O ro ff PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER INSIDE AND OUT N N o o O' BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR Y L L ' L L SEALANT BEHIND SEE TABLE 1 uj < L 0 } L Q F'Q Q.m FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER U O U ! Z B HORIZONTAL SECTION C HORIZONTAL SECTION m > O 6 TYPICAL JAMB ANCHORAGE TAL 6 TYPICAL FIN ANCHORAGE U f o < U cn TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3.16" ITW TAPCON 1" 1-1:8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.1 3 16" NW TAPCON 1" 2" FLANGE CONCRETE 12.85 KSI MIN.I 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMIJ IASTLA C-90) 3. 16" ELCO ILL TAACON 1-1i4" 2-1 2" FLANGE 2X MIN. SOUTHERN PINE fG-0.55! 3/16" ITW TAPCON1 OR ELCO ULTRACON 3B" TS" FIANCE 2XMIN SOI-THER INC'.; WOCD s CREW 19.g'. FLANGE 16 GAU.,E,O. 060 1IN -,TE EL DIUD i33 KSI YIELD MIN: A10- Iti HILTI KVj1K-F LEA OR ITS"J TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' I A.'GE 1 8 ALL 1 .63.7 .I01N., OH 18Si - 31.,1 ;d IN' - tr10 GRACE J SELF-TAF'P'.0 DRIL, It S. -1L a,' FULL THRE L: TFIF. L: ,.. FIN 2XMIN. SOUTHERN PINE 0G=0.55j k10 WOOD SCREW 1 1 L' 1 2` HEAD AND SILL SIMILAR FOR FIN INSTALLATION a a < LL Z L l a'plwa'. O OCi Q O a O w U J ILL w p 0'. 1n L IL O,Um Q',O, F r7 R E 41• !, ffi S}= 5f.ATE C} O 4 3I2015 _ LUCAS A. TURNER. P. E. FL BE p 58201 PERIMETER SEALANT - - - / 1239 JABARA AVE. BY INSTALLER - L NORTH PORT. FL 34288 INSIDE AND OUT PH. 941-380-1574 p HORIZONTAL SECTION 6 BOY FRA.Mr 1NSTALLATIGN SHcEY JESCHIPTION. -- SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REh10VING THE FLANGE - UP TO AND INCLUDING A BOX -FRAME APPI ICATION IS ACCEPTABI F PRO'VIDEp BAT 04 29108 MIN. 1 4" FILLET OF CONSTRUCTION GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT. FULL PERIMETER. BY INSTALLER. CWS-154 F PRODUG L ANCHORAGE IS IN ACGvRDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SGAIr SHEET 1:2 6OF6 3/10/2016 Florida Building Code Online lf, f , a BCIS Home Log In User Registration Hot Topics Submit surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search Business ProducProfessional 'a USER:PubApproval l fIIAMAt' 791w#'7AR!wRlBi Product Af)r) —ai Menu > r r _;_ -w l caa; n nr,!. > At,_14 ai-r,o I_ist > Application Detail hrii. iiiWll+Jtl7 FL # FL4093-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/ Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 ekoss@cws. cc Authorized Signature Koss Erin ekoss@cws. cc Technical Representative Erin Koss Address/ Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws. cc Quality Assurance Representative lay Lathrop Address/ Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext 291 jlathrop@cws. cc Category Windows Subcategory Fixed 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 Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL4093 R8 COI EvalReo CWS-234E (PW-8150, 84x96NI).pdf Standard AAMA/ W DMA/CSA/ 101/I. S.2/A440-05 AAMA/W DMA/CSA/101/I. S.2/A440-08 ASTM E1300- 04 PA TAS 202 Year 2005 2008 2004 1994 Equivalence of Product Standards Certified By https://www. fl oridabuil di ng.org/pr/pr_app_dtl .aspx?param=wGEVXQwtDgLiz931%2b4g5faCwYPbNZrr6KyLFVtnld3To%3d 1/3 3/10/2016 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/10/2015 04/21/2015 04/25/2015 06/22/2015 L Model, Number or Name 8300 Vinyl Fin/Flange Picture Window e Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See detail for sizes and DPs. Glass complies with ASTM E1300-04. 4093.2 PW-8100 Vinyl FIg/Fin Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: See detail for sizes and DPs. Glass complies with ASTM E1300-04. 4093.3 PW-8150 Vinyl FIg/Fin Picture Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See detail for sizes and DPs. Glass complies with ASTM E1300-04. 4093.4 PW-8150 Vinyl Fig/Fin Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +67.5/-67.5 Other: 00, See detail for sizes and DPs. Glass complies with ASTM E1300-04. 4093.5 PW-8300 Vinyl Fig/Fin Picture Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See detail for sizes and DPs. Glass complies with ASTM E1300-04. Description 8300 Vinyl Fin/Flange Picture Window Installation Instructions FL4093 R8 II CWS-339D (PW-8300 N_I).ldf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4093 R8 AE EvalRep CWS 339D PV-830( ._;Ji;.pdf Created by Independent Third Party: Yes PW-8100 Vinyl FIg/Fin Picture Window. Installation Instructions FL4093 R8 II CWS-234E (PW-8.150, 6. NI-_pt f Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4093 R8 AE EvalReo CWS-234E Pw_8150, rt<1x96, NI) pdf Created by Independent Third Party: Yes PW-8150, Vinyl Fixed Window, Non -Impact. Installation Instructions FL4093 R8 II CWS-506B (PW-8150, 50x72 Nl,pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4093 R8 AE EvalRep CWS-506B(PW-81_50 50x72 NI).odf FL4093 R8 AE Ouanex (Mikron) NOA 12-1017_02.pdf Created by Independent Third Party: Yes PW-8150 Vinyl Fixed Window, Non -Impact, Continuous Head Sill. Installation Instructions FL4093 R8 II CWS-511B (PW-8150, 71x=72, C NTHDSL Ni). Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4093 R8 AE EvalRep CWS-5116 (PVJ-8159, 74x72 CONTHDSL, NI).pdf Created by Independent Third Party: Yes PW-8300, Vinyl Fixed Window, Non -Impact. Installation Instructions FL4093 R8 II CWS-507B (PW-8300 5vx72 NI.Qdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4093 R8 AE EvalRep CWS-507B PW-830C SOx72 NI).pdf FL4093 R6 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes https://www.flor i dabuil di ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6KyLFVtnld3To%3d 2/3 PICTURE WINDOW - NON -IMPACT 971 4" MAX MAx FLANGE HEIGHT B 96" MAX UNITHEGHT 49 114' MAX. FLANGE. HEIGHT 48' MAX UNIT HE TABLE OF CONTENTS GFNERAI. NOTES 8 FLEVATIONS....1 ARCHITECTURAL SHAPES.........._ __2 GLAZING DETAILS ........ .............__ .._3 COMPARATIVE ANALYSIS...__. ..... _4 SECTION VIEWS 3 ALT_ FRAME_ ......5 BO n FXTRU5 Inr.r',.. C ANCH'CIR SCHEDULE 3 %OTES.......... 7 INS I ALLAI ION DE 1AILS................... HT 11 851,4 MAX. FLANGE WIDTH 84' MAX. UNIT WIDTH -- - r- -- 81 V13" GLASS DLO WIDTH - A -a _ T B I O I 93 1'B" GLASS DLO B 1 C A C C A , A 121 1,4" MAX. FLANGE WIDTH ---- ---- - 120" MAX. UNIT WIDTH - - -- -- --- - - 'i 117 118" GLASS DLO ---_ x I 45 1, 81 GLASS DLO r GENERAL NOTES: J=opm '. I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 1k1it:DC•by TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT qyg-E EDITION. 1900 SW 44TH AVE. OCALA. FLORIDA 34474 2. GLAZING OPTIONS: tSEE SHEET 3) WWW.CWS.CC 3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 8300 PVC PICTURE WINDOW4. DESIGN PRESSURE RATING (SEE SHEET 4). NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND NON -IMPACT GLASS TABLES ASTM E-1300-04. POSITIVE DESIGN LOADS BASED ON.. TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 1 ASTM E-1300-04. Lo i0 r: r, w'. 5. ANCHORAGE: THE 33 1 '3 % STRESS INCREASE HAS NOT BEEN USED o - o o IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR I w DETAILS. WINDLOAD DURATION FACTOR Cd=1.E WAS USED FOR WOOD IYy'w! p Iwp p ANCHOR CALCULATIONS. w l a'. ¢ ¢ . m z-- -- U. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE LL ° LL 9 ZOSYSTEMISREQUIREDINWINDBORNEDEBRISREGION. o 0, w7. ALL FRAMES FULLY WELDED. Q z ZO w,U W S x,. 8. SERIES "MODEL DESIGNATION PW-8300. iz o a 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a - U O=FIXED SASH a'a'a 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR p U m ¢ O LOCATION. Z i, No 5S211 :' G Lucas A. Turner 2015-04-03 13:05-04:00 T AT L of r . 0i P. ON A- z 4/3/2015 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DES(:FIPTION ', GENERAL NOTES AND ELEVATIONS Dh0.',7W EY D<TE MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 84" x 96" SEE COMPARATIVE ANALYSIS CHART, SHEET 4 NONE 120" x 48" NONE ADE 02,0809 DING CWS-339 D SHEET 1:33.33 1 OF 0 C> FULL ELLIPSE (OVAL) FULL CIRCLE TOMBSTONE 1/2 CIRCLE OCTAGON TRAPEZOID NOTES: I. SEE SHEET 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME - MASONRY. WOOD OR METAL OPENING. THRU FIN - WOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1. 4. ANCHOR SPACING FOR ARCHII ECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUT SHOWN ON SHEET 7. WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 14 CIRCLE TRIANGLE VYIN001N s rT`.??s 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1 8300 PVC PICTURE WINDOW' NON -IMPACT T ui:Nl7 7: N N (V O F- M.:-O N. Q'. W W W W Q Q Q co_ I - z •- U) v O.U'Q Z. 10, NU Q N'3 Z,) I p.cc, G O a dl a a'WI D :D QI Qi Z to No 582it1 r F, 9• GIAIL F '. N z 4/3/2015 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEETDFSCRIPTION ARCHITECTURAL SHAPES AYlN El t); 6 ADE 02 08'09 DWG HEv- C1NS-339 D SHEET 1:1 2OF8 i 718' OVERALL 3/16" ANNEALED I- T1!2' AIRSPACE 3/16" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS SITE 0 i?L-- GLASS TYPE A 1" OVERALL 3/16" ANNEALED 5,8" AIRSPACE 3/16" ANNEALED GLASS AZE'H" 2 BITE12 718" OVERALL i3/16" TEMPERED 112" AIRSPACE 3/16" TEMPERED 9-) PURFECT GLAZE "H" r SIKAFLEX 552 C- O 112' GLASS BITE 10 z)-- GLASS TYPE C 1" OVERALL 3/16" TEMPERED AIRSPACE 3/16" TEMPERED PURFECT GLAZE "H" SIKAFLEX 552 O1!2" GLASS SITE Ovv GLASS TYPE D 1' OVERALL 1/4" ANNEALED 112" AIRSPACE IIIIII--- \ I 1/4" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 I V-- 101/2' GLASS BITE 2 GLASS TYPE E 1' OVERALL 1/4" TEMPERED 1/2- AIRSPACE 1!4" TEMPERED J PURFECT GLAZE "H" SIKAFLEX 552O1/2" GLASS BITE GLASS TYPE F WINDOW SYSTEMS 1900 SW 44TH AVE OCALA. FLORIDA 34474 WWW CWS CC 8300 PVC PICTURE WINDOW NON -IMPACT wo V mamloO Z > N wII a¢a¢O¢ 0 CC' a QIr U O o w a a a w y oUm'¢O No SS201 :- ij rAT E OF !4: 0. 44: O R 1 l,'' SON A 7 r 4/ 3/ 2015 LUCAS A TURNER P E FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH 941- 380-1574 FEET DESCRIPTION GLAZING DETAILS RAWNBY DATE ADE 02/ 08/09 ff6 M REV CWS-339 D SALE SHEET 11 30F8 O" CONFIG DESIGN PRESSURES, PSF (POSITIVE AND NEGATIVE PRESSURES ARE EQUAL) GLASS WINDOW LONG DIMENSION, UNIT SIZE (IN.) TYPE 30 36 42 48 1 54 60 1 66 72 1 78 84 90 96 102 108 114 120 30 A,B E 600 60.0 60.0 60.0 60.0 600 60.0 60.0 60 _0 60.0 60.0 60.0 60.0 600 60.0 593 57.8 wINDOSYSTEMS 60. 0 60 0 60.0 60 0 600 600 1 600 60 0 60.0 60.0 60.0 60.0 600 60.0 58 5 1900 SW 44TH AVE C, D, F 97.5 91.5 97.5 97 5 97.5 97.5 97.5 97 5 97 5 97.5 97.5 97.5 60 0 60 0 60.0 58 5 34474 60. 0 60 0 60.0 60.0 600 600 600 600 60 0 56 2 52.0 48 4 46 1 44 4 42 8 41 2 wwwOCALWSccFLORIDA WWWCWSCC 36E C. D, F 60 0 97 5 60.0 60 0 60.0 60.0 60.0 60 0 60.0 60.0 60 0 60.0 60 0 60.0 56 9 53 3 50.2 97.597597.5 97.5 97 5 97.5 97 5 97.5 975 97.5 97 5 60 0 56 9 53 3 50 2 8300 PVC A,B60.0 600 60.0 60.0 600 600 600 60.0 600 55.0 498 455 a1s PICTURE WINDOW Z 42E60060060060.0 60.0 60.0 60 0 60.0 w C, D,F 97.5 97.5 97.5 975 97.5 975 975 975 60 0 97.5 60.0 97.5 600 975 564 93. 6 52.2 52.2 50.4 50 4 47 2 47.2 44.3 NON -IMPACT U) 48 A, B 1 60 0 60.0 60.0 60.0 60.0 600 600 1 600 60.0 55.0 50.0 458 40.0 443 t z E C, D, F 1 60. 0 97.5 60.0 97 5 60.0 97.5 600 97 5 60.0 97.5 600 600 60.0 60 0 60.0 57.3 52.5 40.0 40 0 40.0 40.0 n N I o Zf 60 0 60 0 60.0 60.0 60 0 97 5 60 0 97.5 60.0 97 5 60 0k48 97. 5 97.5 52.9 93.1 49.0 85.3 45.5 40 0 40 0 40.0 40 0 r N Nn N nw O HLD60 0 60.0 60.0 600 60.0 600 600 60.0 58.9 53.3 48.7 O O O O O iz 97. 5 97 5 97.5 97 5 97 5 97 5 97 5 97 5 95.8 86 7 79 1 Y w w w 60 0 60 0 60.0 60 0 60 0 60 0 60 0 56.4 49.3 46 1 43 5 w 0 OD T m a60.0 60.0 60 0 600 60.0 60.0 60 0 600 56.0 50 4 45 8 97.5 975 97.5 975 97.5 91 6 91 6 91 6 91.0 81 9 74.5 0zU600z m 60. 0 60.0 600 600 55.7 52.2 45.6 42 8 40.4 v g o m 0 30 66 E 60.0 60 0 60.0 600 60.0 60 0 55 7 55.7 55 7 53 9 48 2 43 6 z C, D, F 97.5 975 97.5 97.5 97.5 91 6 83.3 83.3 83 3 83 3 78.4 70.9 a w W a z W O Q Z A, B 6050 600 60.0 60.0 4 52.2 48.3 45.0 42.3 3 72 E 60 0 60.0 60.0 60.0 0 55 7 51.1 51 1 51.1 46 7 42.0 0 w oa w ocraC, D, F 97.5 97.5 97.5 97 5 6 83.3 76 3 76 3 76 3 75.8 68 3 w u) i A,B 60.0 60 0 60.0 60.0 8 48.6 45.0 41.9 a ii a'a w p 78E62160.0 60 0 60 0 J60.060 0 557 51.1 464 46.4 45.6 40.8o C,D,F 97.5 97.975 97.5 6 83 3 76 3 70 4 70 4 70.4 663 fl I Um ¢ O z A,B60.0 56 2 55.0 55.0 3 45.6384 E 60060.0 600 60.0 0 539 511 464 40.0 400I`,,UREWC,D.F97597.5 97.5 975 0 83 3 . 76 3 70 4 65.0 65.0 65 0 G E': No 58201 :'-; l u 11 A„ 4/3/ 2015 LUCAS A TURNER, P E. FL PE 8 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941- 380-1574 SHEET DESCRIPTION COMPARATIVE ANALYSIS DRAWIJBY DATE ADE 02/ 08/09 NOTES DWGM REV 1 IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE CWS-339 D 2. SHADEDSIZESARENOTALLOWEDFORTHATGLASSTYPEscALESHEET1. 1 4 OF 8 INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY 9. 11-14 INTERIOR SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME aaw®m- WINDOW SYSTEMS 1 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW CWSCC 8300 PVC PICTURE WINDOW NON -IMPACT N N N I O F- O O O O O z of U U 0 LL Q LL U y U o l m V LLoQ O crW'U c r < r U 0 0 o p Dal¢ Iw I 7 7 >O U m QOZ Na 58201 : 3% srA7E OF 10i ,( '• F z - 4/3/2015 LUCAS A TURNER, P E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS DRAWN BY DATE AIDE 02/08/09 CWS 339 D ALE SHEET 1.1.33 5OF8 PARTS LIST ITEM PART # DESCRIPTION VEND( 1 H-6006B Fr.. PW, Main, Head KeymE 2 H-6006B Fr., PW, Main, SIII KeymE 3 H-6006B Fr., PW, Main, L. Jb Keyma 4 H16006B Fr, PW, Main, R. Jb Keyma 5 9-6064 Glz Bid, Fxd (7/8" O A I G) Keyma 8 P-3752 Cap Plug. 112" Hole M&M 9 Purfect Glaze "H", SikaFlex 552 Henkel, 10 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" La- Frank Lc 11 P-3684 PW-8300 Gold Cert Label, NFRC Tab 13 P-3881 Temporary Lbl. (NFRC/DP) 14 P-3613 CWS Lbl (logo) 15 GLASS SEE SHEET 3 16 H-6006A Fr. Mam, PVC, Fin Keyma 17 1 P-3113 Screw Support for PVC Team Pla I LINE ITEMS NOT USED 6-7, 12 I 3 1/8" 1 21116" L4 i f 16 PVC FRAME FLANGE H-60066 MATERIAL rk PVC - tics I Rubber 31/6"— I I IIj I J 6 U 1/16 i F-- 1• I PVC FRAME FIN H-6006A T- 0 r7 SCREW SUPPORT P-3113 7/9" PVC GLAZEBEAD S-6064 IE CORNER iTRUCTION ji WINDOVY SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW CWS CC 8300 PVCIRNERWELD ALL SIDES) PICTURE WINDOW6 NON -IMPACT A V h W I N N Nl0 H O i O Y W w l wu>_ wa¢1¢m 0m Ua mIo O U LLN N N W Z > O ujwc"i w1z aoi oiii F U oa ala W U mi¢ OZ I{I I11 g1l1j 1 r•- ND 58201 i F i, • ORIt:•G= ON 4/3/2015 LUCAS A TURNER P.E. FL PE # 58201 1239JABARA AVE NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCRIPTION BOM AND EXTRUSIONS DRAY/NBY DATE AIDE I 02'08/09 rDwG x REv CWS-339 D scx e I SHEET 1.1 6'OF8 — 6" MAX (TYP) - 14' MAX 0 C (TYP) 6" MAX (TYP) —, I T 6" MAX (TYP) i 6'MAX (TYP) ---_--- - 14" O 6 3, 4" MAX O C MAX 0 TYP) I (TYP) ANCHORLAYOUT- (FLANGE) 120" x 48' 4- MAX (TYP) i t--i 8' MAX O C (TYP) 4" MAX (TYP) L MAX O C OTYP) ANCHOR LAYOUT - (FIN) 120" x 48" ANCHOR LAYOUT - (FLANGE) 84" x 96' WITH TEMPERED GLASS 6MAX (TYP) — 6' MAX (TYP) II" — MAX O C TYP) 4- MAX (TYP) 4' MAX (TYP) 8" MAX 0 C TYP ) ANCHOR LAYOUT - (FLANGE) 84' x 96" WITH ANNEALED GLASS NOTES I 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES SILL ANCHORSPACINGSAMEASHEAD2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS MAX ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATERTHAN1/16" IS PRESENT LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWEDANCHOR LAYOUT - (FIN) 84" x 96' 3 ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8 4 ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTABLE1, SHEET 8 6 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO FOR CONCRETEiCMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL7 A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 3" FOR MASONRY, 1" FOR WOOD AND METAL 8 WOOD OR MASONRY OPENINGS BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREOUIREMENTSASSHOWNINTABLET, SHEET 8 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED ` 9 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS) FMA/WDMA 250(BOX WINDOWS), FMA/AAMA-'WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWWCWSCC 8300 PVC PICTURE WINDOW NON - IMPACT in cv njn w N N N O H 1 W WIW Lu < o7 WQQQz 0 (n U O U Q Z 3a mjo O o LL o m (n N N W w wiz 0 cr w a Qw1' ja < U a a a a a l a W o co C) ml¢ jO P` P c' F- w T J rro 58201 STA1 E OF OOP `= s. i 0g15:F•j? to l 4/ 3/ 2015 LUCAS A. TURNER, P E FL PE 4 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH 941- 380-1574 ANCHOR SCHEDULE AND NOTES DRAY4I4BY DA' E AIDE 02/ 08/09 DWGM REV CWS-339 D ALE SHEET 1. 40 7 OF 8 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN EDGE DIST jSEE TABLE 1 + MIN EMBEDMENT SEE TABLE t 1/4" MAX SHIM SEALANT BEHIND 1 1/4' MAX SHIM FLANGE BY INSTALLER \ O i PERIMETER SEALANT BYINSTALLER MIN EMBEDMENT INS DE AND OUT SEE TABLE 1 j SUBSTRATE BY OTHERS SEE TABLE 1 MIN EDGE DIST SEE TABLE 1 SEALANT UNDER SCREW q 1 VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE MIN EMBEDMENT SEE TABLE SUBSTRATE BY OTHERS 1/4' MAX. SHIM SEE TABLE 1 L MIN EDGE DIST I 1 Y SEE TABLE I INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER rB' HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1 • APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" TTW TAPCON 1-112" 1-1;8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN) 3/16' ITW TAPCON 1" 2- FLANGE CONCRETE (2.85 KSI MIN) 3/16" ELCO ULTRACON 1" 1' FLANGE GROUT -FILLED CMU (ASTM C-90) 3,16 ELCO ULTRACON 1-1/q• 2-1/2- FLANGE 2X MIN. SOUTHERN PINE (G=0 551 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8 718 FLANGE 2XMIN SOUTHERN PINE (G=0 55) 10 WOOD SCREW 1-3'8" 78" FLANGE 16 GAUGE (0 060") MIN STEEL STUD 33 KSI YIELD MIN) 10-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0 060" I/iG FLANGE 118" ALUM (6063-T5 MIN) OR 1;8" STEEL (33 KSI MIN.) 10GRADE SSELF-TAPPING / DRILLING SCREW FULL THREAD THRU 0 125' 7' 1b" FIN 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW WINDOW SYSTEMS MIN EDGE DIST SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE SEE TABLE t OCALA, FLORIDA 34474 t/4' MAX SHIM— 1 WWW CWS CC I 1i 8300 PVC PICTURE WINDOW SEE TABEEDh1ENrNON -IMPACT PERIMETER SEALANT N N N o BYINSTALLER INSDEANDOUTIo100INSTALLATIONANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION 6 J TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT BY INSTALLER INSIDE AND OUT D:) HORIZONTAL SECTION 8 / BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED MIN 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT FULL PERIMETER BY INSTALLER PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS I z O ( 4 U O UI Z m ¢ mIU O O o m ( n a W nilw z W O a waw 1- p Ala a I w W o 0 0l0 a a zi w ooml¢O idunur4, ol'40REw No 58201 ••• STATE J zz- 4/ 3/ 2015 LUCAS A. TURNER, P.E FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH 941-380- 1574 SHEET DESCRIPTION INSTALLATION DETAILS RAVlN BY DATE ADE 02/08/ 09 WG i REV CWS-339 D GALE SHEET 12 8OF8 3/10/2016 Florida Building Code Online r ,,'an ,:.,,tli -.r•, BCIS Home Log In User Registration Hot Topics Busines :--, Product ApprovalProfessionaUSER, Public User I W two - hi. Submit Surcharge Stats & Facts Publications ; FBC Staff BCIS Site Map Links i Search ' Product Approval Menu > Produrl or Aoolication Search > Application I i5i > Application Detail 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5777- R4 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 ekoss@cws. cc Koss Erin ekoss@cws. cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws. cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext 291 jlathrop@cws. cc Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE- 58201 Keystone Certifications, Inc. 07/ 21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL5777 R4 COI EvaIReD CW -244B (3 in Mull NI).pdf Standard Year AAMA 450-06 2006 AAMA/ WDMA/CSA 101/I.S.2/A440 2005 TAS 202 1994 https:// www floridabuilding.org/pr/pr_app_ctl.aspx?param=wGEVXQwtDgs°/p2bZljLJBTNUNsVLNAVEUOerMlc8Vrm29M%3d 1/3 3/10/2016 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/28/2015 04/29/2015 05/04/2015 06/23/2015 Summary of Products FL # Model, Number or Name Description 5777.1 Adjustable (Angled) Mull Adjustable Mullion for Alum, and PVC Windows. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5777 R4 II CWS-243B (Adj Mull. NI) odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports O t for use in HVHZ. See Mullion Product Evaluation FL5777 R4 AE EvalReo CWS-243B (Adj Mull NI) odf eport for complete list of Limitations and Conditions. L Created by Independent Third Party: Yes 57 77.2 CWS 1758 Mull Bar 3" Mull Bar for PVC Windows. Limits of se Installation Instructions v Approv d for use in HVHZ: Yes FL5777 R4 II CWS-430B (3 in Mull NI) Ddf Appr ed for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 pact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See Mullion Product Evaluation Report for complete FL5777 R4 AE EvalRep CWS-4 0B (3 in Mull NI)pdf list of Limitations and Conditions of Use. Created by Independent Third Party: Yes 5777.3 CWS-1759 Mull Bar 4" Mull Bar for PVC Windows. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Mullion Product Evaluation Report for complete list of Limitations and Conditions of Use. 5777.4 CWS-1760 Mull Bar Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Mullion Product Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL5777 R4 I_I_ CWS-431B (4 in Mull. NI).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5777 R4 AE EvalReo CWS-431B (4 in Mull, NI).Ddf Created by Independent Third Party: Yes 5 1/2" Mull Bar for PVC Windows. -- Installation Instructions FL5777 R4 II CWS-432B (5 in Mull. NI).odf I Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports E FL5777 R4 AE EvaIReD CWS-432B (5 in Mull. NI).Ddf Created by Independent Third Party: Yes 5777.5 ! CWS-1950 Mull Bar 2" Mull Bar for Aluminum Windows. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -N/A Other: Not for use in HVHZ; See Mullion Product Evaluation Report for complete list of Limitations and Conditions of Use 5777.6 CWS-1952 Mull Bar — Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -N/A Other: Not for use in HVHZ; See Mullion Product Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL5777 R4 II CWS-245B (2 in Mull. NI).Z Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5777 R4 AE EvaIReD CWS-245B (2 in Mull, NI).Ddf Created by Independent Third Party: Yes 3" Mull Bar for Aluminum Windows Installation Instructions FL5777 R4 II CWS-244B (3 in Mull NI) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5777 R4 AE EvalRep CWS-244B (3 in Mull. NI).odf ME Created by Independent Third Party: Yes hltps -//www.floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bZ1)LJBTN U N sVLNAVEU OerM Ic8Vrm 29M %3d 2/3 ANCHOR CLIP - 3" PVC MULL BAR - NON -IMPACT SHOWN WlDIFFERENT OPTIONS f, I 0 e B Q XXX I 10 8 \ `D' ANCHORCLIP EXAMPLE HORIZ/ VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .. 1 DP CHARTS. ... 2-3 BOM & EXTRUSIONS... ... .. .. 4 EXTRUSIONS.. ... 5 SECTION VIEWS. 6-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS .. 9-10 ANCHOR CLIP GENERAL NOTES C86lgZ -W 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH R+fNDuW SYSTEMS THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION INCLUDING HVHZ 1900 SW 44TH AVE 2. CONFIGURATIONS (SEE SHEET 2) VERTICAL OR HORIZONTAL OCALA, FLORIDA 34474 WWWCWSCC 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. REFER TO SHEETS 2-3) 3" PVC 4 ANCHORAGE THE 33 113% STRESS HAS BEEN USEDS INW IiNDLOAD E9-110 DESIGNOFTHISPRODUCT. SEE SHEETS FOR ANASE CHORDETAILTMULLBARDURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS NON -IMPACT 5. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER n 17 Q DESIGNPRESSUREOFTHEMULLIONORTHEINDIVIDUALWINDOWUNITSo7 DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT Y LL APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE w H m APPROVAL 8 RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY ILL LL O APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY c D REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, Z w BUILDINGOWNERORCONTRACTOR. w w 0 9 SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a m w w d DRAWING SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY I U nCUSTOMWINDOWSYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM j j o 10 VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE I m a Oz UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. r, OREwilCr,,' 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. O II II o I I X it X 1 4 4 nn runo ri io _ EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas A. Turner '-'• STATE of r<: 2015- 04-28 i tc ' • ( O H 1 c A• J= 10:41-04 00 N A -,ON zz 4/ 27/2015 LUCAS A TURNER, P.E FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH 941-380-1574 GENERAL NOTES AND ELEVATIONS RS - _ 04/13/09 li DWG REV CWS- 430 B SCALE - - SHEET 1 25 1 OF 10 INTO WOOD or METAL, 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONRETE WITH WASHERS PER CLIP. HOLLOW or GROUT -FILLED BLOCK REQUIRES FOUR (4) 1 /4'! ELCO ULTRACON WITH THE 1767 CLIP OPENING WIDTH (in.) 39 45 51 57 63 69 75 81 87 93 99 106 3i8 114 120 132 144 37 120 120 120 120 120 120 120 120 120 116 109 102 96 91 83 76 423,14 120 120 120 120 120 120 120 113 006 99 94 88 82 78 71 66 48 3!4 120 120 120 120 120 113 105 98 92 86 81 76 71 68 62 57 531/8 120 120 120 120 111 103 95 89 83 79 74 69 65 62 57 52 5? 120 120 120 112 103 95 88 82 77 73 69 64 60 58 53 49 63 120 120 110 100 92 85 79 74 69 65 62 58 54 52 47 44 66 3/4 120 113 102 93 86 79 74 69 65 61 58 54 51 49 44 41 72 117 104 94 86 79 72 66 62 57 54 51 47 44 42 38 35 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 z 80 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 wJ 84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 J 90 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18 m 96 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 15 102 42 37 33 29 27 25 23 21 20 1 19 18 16 15 15 1416 3,-8 37 32 29 26 24 22 20 19 18 17 16 15 114 30 26 23 21 19 17 16 15 120 126 1 26 22 22 1 20 18 16 15 DP CHART IS FOR NON -IMPACT 3" MULLION 1758. HORIZONTAL OR VERTICAL, USING EITHER (PER END) 1522 or 1767 CLIPS 4) #10 SCREWS INTO WOOD or METAL 4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 1767 CLIPS 4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TRANSOM OVER TWIN VERTICAL MULLION zw L OPENING SIZE TRANSOM OVER TRIPLE VERTICAL MULLION T_ w LI III OPENING SIZE I-- TW IN VERTICAL MULLION L x C7 w 2P LI I-- OPENING SIZE — TRIPLE ERTICAL MULLION zw i I OPENING SIZE r- HORIZONTAL MULLIO N N SINGLEIz z TWIN w OR i O ITRIPLE1 UNITS BELOW MULLLENGTH - VYWU3W SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW CWSCC I 3" PVC MULL BAR NON -IMPACT I II 1 o 0 m m z LL LLo z > N W w w - cr a ala w w _ w w Fr 0 o UInw oI F, EW,1", No 58201 : P O•:• STATE OF NA; 4/27/2015 LUCAS A TURNER, P E. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941-380-1574 3HEET DESCRIPTION DP CHART 1522 or 1767 CLIP 4ANCHORS RAWN BY DATE RS 04/13/09 WG---___I REV_ _ -- CWS-430 g SCALE SHEET 1.1 2 OF 10 DESIGN PRESSURE CHART (PSF) FOR NON -IMP T U INU 3" MULLION H-1758. HORIZONTAL OR VERTICAL, WITH 1767 CLIPS USING SIX (6) #10 SCREWS INTO WOOD or METAL, 3/16" ITW TAPCONS or ELCO TAPCONS WITH WASHERS PER EACH END OF MULLION HOLLOW or GROUT -FILLED BLOCK REQUIRE SIX (6) 1/4" ELCO ULTRACONS WITH THE 1767 CLIP OPENING WIDTH (in.) 39 45 51 1 57 63 69 75 81 87 1 93 99 106 3.'8 114 120 132 144 37 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 42 3.'4 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 106 483/4 120 120 120 120 120 120 120 120 120 120 120 120 115 110 100 92 531/ 8 120 120 120 120 120 120 120 120 120 120 119 112 105 100. 91 84 57 120 120 120 120 120 120 120 120 116 109 102 95 89 84 77 71 63 120 120 120 120 118 108 99 92 86 80 76 70 66 63 57 52 663/ 4 120 120 120 109 99 91 83 77 72 68 64 59 55 48 44 2 120 107 95 86 79 72 66 62 57 54 51 47 44 42- 38 35 H 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 z 80 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 w J84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 J 90 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18 96 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 102 42 37 33 29 27 25 23 21 20 19 18 16 15 I o6 3; S 37 32 29 26 24 22 20 19 18 17 16 14 30 26 23 21 19 17 16 15 120 26 22 20 18 16 126 _ 22 19 17 15 132 1, 18 19 17 17 DP CHART IS FOR - NON - IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END) 1767 CLIPS 6) # 10 SCREWS INTO WOOD or METAL 6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 6) 1/4• ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK i I— x O W 7 A TRANSOM OVER TWIN VERTICAL MULLION OPENING SIZE TRANSOM OVER TRIPLE VERTICAL MULLION z w LI II OPENING SIZE TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION r x z J z W JJ L I— f OPENING SIZE - __ i OPENING SIZE '-- HORIZONTAL MULLION w Nz ISINGLE1 Z TWIN d OR O TRIPLE1 UNITS BELOW MULL LENGTH WINDOW SYSTEMS OCA A, FLORIDAAVE OCALA, LORI34474 WWW CWS CC I 3" PVC MULL BAR NON -IMPACT n w to CIO z U U Z m m O N Z w w W wI a o_ a to w o aWa a ul ttt u" i f f", tt plr' 0RE 4V No 59201 Z O•. GTATE OF .• I cis . O R 1;. •' 4/27/ 2015 LUCAS A TURNER, P.E. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH.941- 380-1574 iHEET DESCRIPTION DP CHART 1767 CLIP 6 ANCHORS RAW N DA 8V TERS 04/ 13/09 1VG r iREV CWS-430 B GATE SHEET 1 :1 3 OF 10 PART # DESCRIPTION H-1758 1 3/8" x 3" MULLION TUBE 10 OR #12 HEX WASHER 10 x 1 112", PANHEAD PF 10 FLAT WASHER S-1522 RETRO FIT MULL ANCHOF S-1896 BAR CAP 767-001 18 1--1767-004R IL -ANGLE 3" MULL CLIP, FIN, RIGHT 19 #10 HEX WASHER HEAD TEK SCREW USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT f --- 1 3'4- 7/16" 1 1 /2• t-- i 11 i 16' --- I II L 1r16 L i- —1/16" Li6" DRIP CAP S-1895 MULLION INTERIOR COVER S-6018 FLANGE ADAPTER S-1896 1 3/8- 1 T - TII I I 13'11 fi TOP VIEW 213.r16" 1r8' 2 1/16-1 TT I-.- ( 7 1 3'16" 1/8 3" MULLBAR H-1758 V V MULLION CLIP S-1897 LULaQ A SCORE BEND AND BREAK TO REMOVE FIN FOR FRAME J ATTACHEMENT TO MULL BAR - -- DETAIL A TYP FIN FRAME 3 1 NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED FRAME TYPE OPENING F-1522-XXX) NEW F-1522-013 FLANGE RETRO F-1522-006 NEW F-1522-013 FIN RETRO F-1522-013 NEW NOT RECOMMENDED BOX RETRO F-1522-006 9r3" 1 7/16" 12')—it 1 7)16"'-j 9r32' I/16" 1 13/16' 1115/16'1 1 1 13'16" 0 1/4" (TYP) 41/8" 2 7/16' 1 5/8" ram- 1 3/4' -_ 1 3/8" - r — J 2 114" 1; 8I- L - 4 7/8' F- 1522 - 013 NEW CONSTRUCTION, FIN INSTALLATION 2 MULLBAR CLIP F 11 rJ//(v im y)•I /(/ WINDOW SYSTEMS ^ 1 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWWCWSCC F-1767-0011767-001 F-1767-001 F-1767-004(L&R) F-1767-004(L&R) F-1767-001 3" PVC MULL BAR F-1 767-001 NON —IMPACT o z:: O 2 3/16' 1/8' I F-1522-006 RETRO / FLANGE CLIP 3/8" i U U Z com N N Z % W Waa H- a w w trU 0 0 towo t C ORE W T No 592a1 tr - 13C) MATE OF :4u J q`fOINA `' a•. z 4/27/2015 LUCAS A. TURNER, P E. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH 941-380-1574 BOM AND EXTRUSIONS RS j 04/13/09 VG# iREV C W S-430 B ALE SHEET 1 2 1 4 OF 10 NOTE IF USING CLIPS WHICH REO FOUR (4) ANCHORS PER END (REFER TO SHEET 2), THE MIDDLE HOLE (CIRCLED) MUST BE USED WITH ANY OTHER HOLE AS REQ'D PER EDGE DISTANCE 114 (TYP) --1 7/16" (TYP) 3,8" I r l) 15'8" I V 2' 2 3!4" ! 5' L" ANGLE 3" MULL CLIP, FIN (LEFT) F-1767-004L L" ANGLE 3- MULL CLIP, FIN (RIGHT) F-1767-004R OUTSIDE T" MULLBAR CLIP L" MULLBAR CLIP FRAME TYPE OPENING F-1522-XXX) F-1767-XXX) pprj jRvjrimryy -1 NEW F-1522-013 F-1767-001 FLANGE WINDOW SYSTEMS L RETRO F-1522-006 F-1 767-001 1900 SW 44TH AVE - OCALA, FLORIDA 34474NEWF-1522-013 F-1767-004(L&R) FIN WWW CWS CC RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX 3" PVCRETROF-1522-006 F-1767-001 MULL BAR NON -IMPACT N N H o O Y 2314' 21,4" U U Z i to N O W 158- 23.4") 27/16" la a w cola, U 7 0 7!i6' THRU (TYP) 1/4' THRU (TYP) m Q O1/2' OUTSIDE ttdt111 14 T4 r50....... i No 592J1 r i 3„ s1ArE C)I, 1/8"—i I z- I 6 718" - I 4/27/2015 LUCAS A. TURNER, P E. L" ANGLE 3" STANDARD MULL CLIP - F-1767-001 FL PE 11 58201 1239JABARA AVE NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION EXTRUSIONS j DRAWN BY DATE RS iREV---- 04/13/09 DWG-- CWS-430 1 B SCALE SHEET 1'2 5 OF 10 1 SEAL BEHIND FLA PRIOR TO ATTAC TO MULLION A HORIZONTAL MULL BAR SECTION_ FLANGE FRAME WINDOW SEAL PRIOR TO MULLION q VEERTI_CAL MULL BAR SECTION 5 F/ LANGE FRAME WINDOW SEAL BEHIND FLA PRIOR TO ATTACI TO MULLION FIN MUST BE REMOVI WHERE WINDOV CONNECT TO MU HORIZONTAL MULL BAR SECTION_ s i FIN FRAME WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE —J' ( 0 (SEE DETAIL BPRIORTOATTACHING ) TO MULLION B\ VERTICAL MULL BAR SECTION J F FINRAME -WINDOW APPLY SEALANT ALONG FL LENGTH OF WINDOW FRAI GROOVE PRIOR TO ATTACHII COS A`•VERTICAVHORIZONTAL MULL BAR SECTION 6/ BOX FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR U i II r— DETAIL A APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR T DETAIL B WINDOW SYSTEMS Il J--- 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW CWS CC 3" PVC MULL BAR NON -IMPACT M T n in w F- Q U U Z m m O c Ln Z w i w w 0 a a IL o 11 - w w ¢ Ur o o wj O m a o z No 58201 .5% O: STATE OF .• I . i Cc••10g1Q, `` 4/27/2015 LUCAS A. TURNER, P E FL PE k 58201 1239 JABARA AVE- NORTH PORT, FL 34288 PH 941-380-1574 SHEET DESCRIPTION , SECTION VIEWS MULLS RAWN 6V DATE i RS 04/13/09 7 W G X ---- - REV - ----- CWS-430 B CALF SHEET~ 12 6 OF10 TOP VIEW FIN FRAME 5" MULLBAR (H-1760) SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 1 I H I I I I 9) SEE NOTES 1 a 2 2 EA (CLIP) C 5" HORIZ TO 3" VERT MULLBAR SECTION J FLANGE FRAME WINDOW MULLBAR (H-1759) EE SEPARATE APPROVAL FOR PROPRIATE DP CHARTS) TE 1 S1a2 2 EA;CLIP) C 4' HORIZ TO 3" VERT MULLBAR SECTION 7 FLANGE FRAME WINDOW SECTION VIEW A -A E NOTE 1 E NOTES 1 d 2 A:CLIP) C' 3" HORIZ TO 3" VERT MULLBAR SECTION 7 FLAN E FRAME WINDOW NOTES 1 SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 19 (OTY 2), AS SHOWN ABOVE 2 PRE -DRILLED HOLES (THRU H/V CLIP 1897) BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9'32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2' 3 THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION(, e , HORIZONTAL OR VERTICAL) THE FULL LENGTH MULL MUST BE THE SAME DEPTH OR GREATER THAN THE INTERSECTING MULL C i• WftV6c?W SYSTEMS J 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW CWSCC 3" PVC MULL BAR NON -IMPACT MTr LLl a Q o! p Riliffolf"E +y fir c.rtr No SS201 y O'.• F1AFE OF zz 4/27/2015 LUCAS A TURNER, P E FL PE # 58201 1239JABARA AVE NORTH PORT, FL 34288 PH 941-380-1574 FEET DESCRIPTION SECTION VIEWS MULL INTERSECTIONS IAWN BY DATE RS _( 04/13/09 JGk REV-- — ---- CWS-430 I B ALE SHEET 1.2 7 OF 10 i z w L TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION i i I OPENING SIZE TWIN VERTICAL MULLION L- 1 OPFNINr. qvF TRIPLE VERTICAL MULLION HORIZONTAL MULLION r WN Zw z ISINGLE1 J z TWIN W OR o TRIPLE1 UNITS BELOW i OPENING SIZE MULL LENGTH NOTES 1 AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR 2 MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 9 3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 9. 5 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE - 1 X BUCKS ARE OPTIONAL 6 A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5 7 WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED 8 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMAAAMA/WDMA300(EXTERIOR DOORS) WINDOW SYSTEMS 6 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWWCWSCC 3" PVC MULL BAR NON -IMPACT N n a H o O FP FP t o a o (n N N Z w x a:Q a- W W a a a 0 0 - w w QUn I lilllllfl// 0,%,SOfREW "tOF N No 5B201 fi GTATE OF :L'd10. F z 4/ 27/2015 LUCAS A TURNER, P E FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH 941-380-1574 CONFIGURATIONS AND ANCHORAGE NOTES DRAWN BY DATE RS 04/13/09 DWGR REV CWS- 430 B SCALE SHEET 1 1 8 OF 10 RETRO FIT L" ANGLE MULL BAR CLIP MULL BAR CLIP TWO REO'D PER EACH END OF MULL MULL BAR MULL BAR' INSTALLATION ANCHOR INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEALANT ALONG ADD STRUCTURAL ELEMENTS SEALANT ALONG ADD STRUCTURAL ELEMENTS OUTSIDE EXPOSED AS REO'D TO MAKE LEVEL FOR OUTSIDE EXPOSED AS REO'D TO MAKE LEVEL FOR EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER MULL BAR PERIMETER SEALANT - PERIMETER SEALANT BY INSTALLER MIN EMBEDMENT BYINSTALLER I MIN EMBEDMENT INSIDE AND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE t SUBSTRATE BY OTHERS -- I SUBSTRATE BY OTHERS 1 SEE TABLE 1 SEE TABLE 1 MIN EDGE DIST MIN EDGE DIST SEE TABLE 1 SEE TABLE 1S VERTICAL SECTION E VERTICAL SECTION 9 / TYPICAL FLANGE (RETRO FIT) ANCHORAGE 9 / TYPICAL FLANGE ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2 0 KSI MIN) 31l6" ITW TAPCON 1" 3" CONCRETE (2 85 KSI MIN) 316" ELCO ULTRACON 1-3/4' 1" HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1!4" 2-112" 2XMIN SOUTHERN PINE (G=055) 3,16" ITW TAPCON 1 3,B„ 7/8„ OR ELCO ULTRACON 2XMIN SOUTHERN PINE (G=0 55) 10 WOOD SCREW 1.3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD 10 16 HIL11 KW IK-FLEX OR fTW FULL THREAD 33 KSI YIELD MINI TEKS SELF -DRILLING SCREW THRU 0.060" 7/16„ LS" ALUM 16063-T5 MIN 1 OR 10 GRADE 5 SELF TAPPING / FULL THREAD 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125, 7/16 NOTES 1 BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2 SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 3 RECESS RETRO MULLION CLIP 3/8" MAX FOR CLEARANCE OF WINDOW UNIT AS NEEDED 4 FOUR (4) ANCHORS REQUIRED PER "T" MULL CLIP, SEE SHEET 2 TWO (2) or THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP SEE SHEETS 2-3 5 SEAT MULLION TIGHT TO MULL CLIP 6 FOR ANCHORAGE DETAILS FOR THE WINDOW REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS owzmjg WINDOW SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW CWS CC i I 3" PVC j MULL BAR NON -IMPACT ft` N WF- Q Io O Lu I y I v o fOI I . . Z> Q DJIaaa I Q Q a a w 71 7 co 1110114,11"y, J • • No 532J1 • 51• SfAIE OF ' 0 .• OR 4/27/2015 LUCAS A TURNER, P E FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH 941-380-1574 SHEET DESCRIPTION INSTALLATION DETAILS FLANGE j DRAWN 6Y CATc RS I 04/13/09 1I - -- D14GY IREVREV CWS- 430 B SCALE SHEET 1' 2 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH — BY OTHERS PERIMETER SEALAN" BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHI SEE TABLE 1, SHT 9 RETRO FIT MULL BAR CLIP MULL BAR INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN EMBEDMENT SEE TABLE I SHT 9 r—MIN EDGE DIST F '1 VERTICAL SECTION SEE TABLE 1, SHT 9 10 TYPICAL FIN (RETROFIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH — BY OTHERS PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 SHT 9 L' ANGLE CLIP TWO REO'D PER EACH END OF MULL MULL BAR INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN EMBEDMENT SEE TABLE 1, SHT 9 MIN EDGE DIST G VERTICAL SECTION SEE TABLE 1, SHT 9 10 TYPICAL FIN ('L- ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RECESS RETRO MULLION CLIP 3iB" MAX FOR CLEARANCE OF WINDOW UNIT AS NEEDED- 3 FOUR (4) ANCHORS REQUIRED PER "T MULL CLIP, SEE SHEET 2 TWO (2) or THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3 4. SEAT MULLION TIGHT TO MULL CLIP S FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS WINDOW SYSTEMS LtU 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW CWSCC 3" PVC MULL BAR NON -IMPACT flT mii2z z o 0 Z m m O 0 1T N N Z W a a a ltt a < Im ai0 p,NDREK JCP, S. Na 5B201 pt GrATE 4/27/2015 LUCAS A TURNER, P-E FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION INSTALLATION DETAILS FIN RS _I 04/13/09 GM REV CWS-430 B ALE I SHEET 1 2 10 OF 10