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WS-13-1730Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 15Y 4101 //! 6-*e—e AUGG 0 1 r • w �I 8 Y. °oo r'FBBC 20 g Permit No.0 �1 110 Master Permit No. City: Miami Shores County: Miami ,Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: TenanVUssee Name: CONTRACTOR: Company Name: Address: __L LE City: _'tC_ Qualifier Name: R3 9` MAI State: OL State Certification or Registration #: gCC 3 1 M 3 Certificate of Competency # Contact Phone#. Email Address: n leC l . dl the DESIGNER. Architect/Engineer: Phone#: Value of Work for this Permit: $ 1-1 g OS4.. 4.3 SgaareaAnear Footage of Work: 005 Type of Work: UAddition OAlteration ONew-Repair/Replace ODemolition Description of Work: Color thru We: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bodding Compmy's Address City r State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant.- As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and aa*Fecd7on fee will be charged Signature)( Signature Owner or Agent Contractor The foregoing instrument was acwledged bef me this The foregoing instrument was acknowledged before me this_ ftoday of (.�` 20 by - ��day of 20 U, by who is personally known to me or who has produced who < rsonally kn me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: 2 fY t!; Print: My Commission Expires: APPROVED BY CASMDRAHMINN Notary Public, State of Florida Commission 4 EE 198163 My comm. gX*es May 14, 2016 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/100)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign Print: C14N(� (rt-,LLC-rr-1 My Commission Exp' P ••CIIIRAWEVARA MY COMMISSION @ EE 188329 • K ORRES: May 12, 2016 • ° Bonded Ttn Notary Pubec UndeMbm sIa$ds��$ak�ak�m$kda Zoning Clerk 3r Replacement Window & Door, Inc. Date: May 28, 2013 14260 SYIf 136 Street Bay # 13, Miami, Rorida 33186 -License: 03BS00463,SCC131151253 Rep, Jamie Schaffer ( JHS ) Tel. (3051256-1411 email: lamieschaffer1ftYahoo com 305456-1411 Cell Crmtonrer. Henry + Suzanne Fenwick fenstone0laol.com 786-238-7844 Address: 154 NW 111 Stret, Miami Shares, Florid 33138 QW Y GenerA Produet Desk Wen Pao Unit Price TWAL Impact Windows + Doors Maintlactumd by CWS. .... Dad01MF :EPA's : 6890.1 (Cam) 7067.4 (HR) 5823.1 (SH) 14850.1 (FD) •"* " Frame / ColoAletttim I mditd Impact Lan E 368 „" •,• VOM hnpact .,. ... No Shuffas ... ... 9CM 8200 - Horizontal Rollin Window - Coaft XO - With Screen $ 739.49 $ 739.49 Stze Code: Cust., 55' x 50 5V ( bark 2 ) Bedro mn 1 6 CWS 8200 - Horkonlal Rolling Windows - Conft XO - With Screen $528.70 $2,643.50 Size Code : 24, 37" x 50 5fir Mark 3,6,13,14,1 2 CWS 8400 - Casainerrt Series W&Mow - Cwft. X HLSO $ 774.35 $ 1,548.70 Size Code: 24.3r x 50 518° ( Mark 4,6) Bedroom 2 + 3 1 CWS 8100 - Single Hunli Window - Conft Olin - With Screen $ 480.22 $ 480.22 Size Code :13,19 IV x 38 3V ( Mark 7 ) Bathroom " Obscure - White Intertayer 1 CVJS 8100 - SlrWe Htmg Window - ConfW 01x - With Semen $ 465.22 $ 485.22 Size Code :13, 19118' x 38 318° ( Mark 8 Kitchen - No Obscure 1 CWS 8700 - French Door - X HRSO - Satin Hickle Handle Included $ 11389.56 $ 1389.56 Stze Code: Cust, 3T x77" ( Mark 8) Rear Elevation - i tvG i nvC g7& - 2 CM 8100 - Hang Windows - Conflo, O/x - With Screen $ 737.15 $ 1,474.30 Size Code: 26,3r x 741/4° ( Mark 10) Rear Elevation 1 1" x 4" x 76" -Mull Bar S Mark 10) $ 148.54 $ 148.54 2 CWS 8200 - HorbonW Rolling Whdows - XO - With Screen $ 459.95 $ 919.90 Size Code: 23, 3T x 38 3W ( Mark 11,12) 12 Wgle Whndow Installation - Remove old, Install New $ 135.00 $ 1,620.00 1 Double WM= Installation - Remove aid, Install New $ 235.00 $ 235.00 1 Woo Door Inataltation - Remove old, ktM New $ 395.00 $ 395.00 1 Trkn Package - Door Only - Mobs, Pier, Stuc o, Re Buds - Cwoft Hnish $ 250.00 $ 250.00 1 Trim Padcap - Mark 10 - Re Framing, Re Buddng, Plaster, Sbmoo + Mull mon $ 350.001 $ 350.00 Note: Pow6badis,10111, lm 11 d. Can be provided by SRW+D at additional charge. 1st Page Subtotal (tax included): $ 12,659.43 General product & work description page 1 of 2 Client Initis Replacement Window & Door, Inc. Date : May 28, 2013 SW 136 Street Bay # 13, Miami, Florida 33186 -License: 03BS00463,SCC131151253 Rep. Jamie Schaffer ( JHS ) MMM *Xr-4a44 ,ftmaGl• 1am1aeehOflRAAd*M:ahnn r -nM 305-2564411 Cell customer. Henry + Suzanne FenvAck fenstoneCa_aol.com 786-238-7844 w ...,.......... Address: 154 NW 111 Street, Miami Shores, Florida 33138 $ 500.00 QTY , Mnerel Product Description page Una Price 13,159.43 Total: FOUL1 Permit=i�udes a Ie wast case scenario wind -load calculation. --sic $500.00500.00 5,154.72 lLead time jwLv4Ueeks to receive the now windows + Doors . "» ••• install & is Five days, with a ossible additional day 9 Stucco touch up is «► ... Proposed windows & doors are Dade County approved impact resistant; shutters note¢ Removal & disposal of the old windows + doors Is Included. Incidental sthoco repair around existiN mse"IyoWningshwhWed by SRW & D, Inc. *"' ••• New windows + doors to be sealed on exterior ski with premium urethane caulking. Interior of new windows + doors to be sealed with Latex cauticing. arm to be maintained dean & tree of construction debris. All cornstructton debris to be removed from bstie at and of job. lDmpdoths to be used Inside horse wherever work is being done. Fee's ate not Included. Additional charges will "" ... Note: alurdnum ( Scrap or Whole) windows, doors, shutters, iron bars and any otherproduct removed from the subject property persuant to Oft contract becomes the property of Superior Replacement Window + Door Inc, unlace noted otherwise. __ n..u.air... s....r..waw►• C1 RRO A General product & work description page 2 of 2 IS[ raga .MUWUU IOWA uuuuw+�. w ...,.......... 2nd Pie Subtotal (tax WAWOM: $ 500.00 Subtotal: $ 13,159.43 Total: $13,159.43 50% deposit on Materials & permit processing: $ 5,154.72 50% balance due upon delivery of windows to jobsite: $ 5,154.71 Installation balance due: $ 2,850.00 Total: $ 13,159.43 Client Initial Superior Replacement Window $ Door, Inc. Date : May 28, 2013 14250 SW 136 Street Bay # 13, Miaml, Florida 33186 -License: 03BS00463,SCC131151253 Rep. Jamie Schaffer ( JHS ) Tel. (305) 256-1411 email: (amleschaffer10hrahoocom 305-256-1411 Cell customer. Henry + Suzanne Fenwick fenstoneftaol.com 786-238-7844 Address: 154 NW 111 Street, Miami Shores, Florida 33138 COY General Product O" Mption page unit Wise TAL Impact Front Entry Door - HVHZ Impact Rated Door Manufactured W Themutw Inc. BC 10837.1 1Tfuhnuft - FC769-Avonlea - F&WOM HVHZ Mtpact Rated Door - Conft X LHOS $ 3,249.94 $ 3,249.94 Sim Code : Mr x 6'8', 38° x 80' ( Mark 1) Front Entry S4Aj 9 Aj C 9116" Pvc Rot Resistant Jamb WG, Extended Threshold, Hinges, Bft m w 1Shulle Door Installation - Remove old, install New $ 395.00 $ 395.00 1 Urn Pale - Door , Plaster, Stucco, Re Butt - Complete Finish $ 250.00 $ 250.00 •� �tu,0� � � v -SE u� � N oAddidandP fees-tobeaddedin A J - -- -Total ( Tax Included): $3,895 Deposit on Material: $1,825.00 Balance of I ahnial : $1,825.00 Installallon Balance: $845.00 Total: $3,M.0'01 Note : The general ct terms for this addendum / add order shall be tate same as for the prime contract - Dated : 5/28/2C r� S/ X Date : V � X Date C us�nler James C. Schaffer of C9 g®) T u-actL President - SRW+D, INC. Addendum to Contract Dated: 5/28!2013 �� bis/J 3 TICE OF COMMENCEMENT A RECORDED COPY MIST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA. COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and streaVaddress: 0 2. Description of improvement: 1 A- 3.Owner(s) name and address: Interest in property: 00 �,W Name and address of fee simple titleholder. 4. and 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone um r li Amount of bond $ �__ _ 6. Lender's name and CFM 2013RO604518 OR CII 28752 P9 I9306 (IP0 RECORDED iJu,ftil./' 013 09:4.8:34 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA LAST PAGE Space above reserved for use of recording office 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number.! 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified N 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 MRST !NSPEeTION. IF YOU !NTMD TO OBTAIN MNANCING, CONSULT WITH YOUR tENDER OR AN Al I UHNLY dtf-UM UUMMLNEANU VVUHK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signattire(s) of etas) r Owneir(s ` uthoriz,Officer/Director/Partner/Manager Prepared By Print Name t4 Title/Office -- o ;STATE OF FLORIDA COUNTY OF MIAMI-DADE The foreookno Instrument BY �1 ❑ Individually, or ❑ as_ U Personally known, or Prepared By Print Name Title/Office this day ofy' �( t for produced the following type of identification: Signature of Notary Public: Print Name: ? q L CiARAQUEVARA VERIFICATION PURSUANT TO SECTION 92525, FLORIDA MY COMMWON f EE 1680 Under penalties of perjury, I declare that 1 have read the foregoing and EXPIRES: May 12, 2016 that the facts stated In it are true, t the best of my knowledge angVfOF FLORIDA, COU g eonaedJz>a yPubnc Or Aiat�io ed Officer/Director/ i Rff@iK"M§t*d otths ,4 cu ® Ingmaltied in this on day of oC+ I By BY Al 123.01 a sno NITNESS my hand and ofricral Seal. 1A VEY RUVI C RK, or circ 1 r ty courts 0 0 0 CAT7, g ?ONFI 9G DEPT L®G DEPT UBJECTTO COMPLIANT Ig TATE AND Cn INr� Cz G7 m v m o o L' x a Contractor. Date: Droan by: Superior Replacement Window & Door, Inc. 7-11-13 Fachada Designs Lic. # 03BS00463, SCC131151253 sheet: 14250 SW 136th Street, Bay # 13 - Miami, FI 33186 Ph. 305-256-1411 01 of 01 Mobft04 Contractor: Homeowner: SRW & D, Inc. Henryand Suzanne Fenwick 21032 SW 91 Court, Cutler Bay, FL 33189 154 NW 111th st, Miami Shores, FI, 33168 Tel: 305-256-1411 / Fax: 305-256-9411 Lic. # 03BS00463, SCC131150259 Mark Window / Door Type Approvals Width Height DPS (+) DPS (-) 1 Thermatru - Fiberglass door FL10975.1 36 80 55.0 55.0 2 Custom Window Systems Inc. - 8200 Vinyl Horizontal Slider FL7067.1 55 501/2 60.0 60.0 3 Custom Window Systems Inc. - 8200 Vinyl Horizontal Slider FL7067.1 37 505/8 60.0 60.0 4 Custom Window Systems Inc. - 8400 Vinyl Casement window FL6890.1 37 505/8 67.5 67.5 5 Custom Window Systems Inc. - 8400 Vinyl Casement window FL6890.1 37 505/8 67.5 67.5 6 Custom Window Systems Inc. - 8200 Vinyl Horizontal Slider FL7067.1 37 505/8 60.0 60.0 7 Custom Window Systems Inc. - 8100 Vinyl Single hung FL5823.1 191/8 383/8 75.0 75.0 8 Custom Window Systems Inc. - 8100 Vinyl Singlebung FL5823.1 191/8 383/8 75.0 75.0 9 Custom Window Systems Inc. - 8700 Vinyl French door FL14850.1 37 77 70.0 70.0 10a Custom Window S stems Inc. - 8100 Vinyl Single hung FL5823.1 37 37 75.0 75.0 10b Custom Window Systems Inc. -Aluminum Mullion Tube FL9520.2 1"x4"48" 120.0 120.0 10c Custom Window Systems Inc. - 8100 Vinyl Single hung FL5823.1 37 37 75.0 75.0 11 Custom Window Systems Inc. - 8200 Vinyl Horizontal Slider FL7067.1 37 383/8 60.0 60.0 12 Custom Window Systems Inc. - 8200 Vinyl Horizontal Slider FL7067.1 37 383/8 60.0 60.0 13 Custom Window Systems Inc. - 8200 Vinyl Horizontal Slider FL7067.1 37 505/8 60.0 60.0 14 Custom Window Systems Inc. - 8200 Vinyl Horizontal Slider FL7067.1 37 505/8 60.0 60.0 15 Custom Window Systems Inc. - 8200 Vinyl Horizontal Slider FL7067.1 37 505/8 60.0 60.0 V. E N G C O, inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585-0304 Fax: (954) 585-0305 Email: Engco@AOL.com REF.#: w 13-52 Date: 7/23/2013 Contractor: Superior Window/Door Replacement 14250 SW 136 Street Bay 13 Miami, FL - 33186 Job: Fenwick Residence 154 NW 111 Street Miami Shores, FL 33168 Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) Cladding Elevation Minimum Width: (B) 13 13 48 Feet Feet Feet Low Rise: Buildings with MRH<= 60' and MHR <= B Roof Slope -0.18 Section 26.11 GCp ( Ext. Pressure) zone 4 (+) Roof Slope Reduction Factor 1.00 Figure 30.4-1 (walls) zone 5 (+) 1.00 zone 5 R -1.40 7/23/2013 Basic Wind Speed Risk Category: 175 II mph Use Figure 26.5-1A or FBC 2010 Exposure C a Zg (Section 26.7) 9.5 900 Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country, grasslands Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 KZ - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt -Section 26.8 1.00 To be used when hill height H >=15' Velocity Pressure (qz) 56.57 Psf qz=0.00256. KZ. Kzt . Kd. V^2 Section 30.3.2 Velocity Pressure (gh) 56.57 Psf gh=0.00256 . Kh . Kzt . Kd . V^2 Section 30.3.1 Tributary Area 10 ft2 GCpi ( Int. Pressure) 0.18 -0.18 Section 26.11 GCp ( Ext. Pressure) zone 4 (+) 1.00 zone 4 (-) -1.10 Figure 30.4-1 (walls) zone 5 (+) 1.00 zone 5 R -1.40 Wind load Psf Psf Psf Wind load combination factor 0.5 0.6 zone 4 40.1 -43.4 zone 5 40.1 -553.6 Zone 5 for units located less than 58" from building p2mers End zone (a) 1 58 1 INCHES Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. 7/23/2013 Sheet W 1%1 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL Florida Building Code Online Product Approval Menu > Pcaduct or Application Search > Application Ust > AppUwt[on DeUM e FL # FL10975-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Page 1 of 4 para H x� aae a vgi- Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Cerdficate of Independence FL10975 R4 COI Certiflcate of Independence. Of Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 . ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards hap://www.floriclabuilding.org/pr/pr appdtl.aspx'param=wGEVXQwd)gvihT9G9wJlk%... 7/31/2013 Florida Building Code Online Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Florida Licensed Professional Engineer or Architect FL10975 R4 Eouiv of Standards.pdf Method 1 Option D 02/27/2012 02/29/2012 03/08/2012 04/03/2012 Page 2 of 4 FL # Model, Number or Name Description 10975.1 a. "FlberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door - (X) Inswing "ClassicCraft" or "ClassicCraft or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.. See INST 10975.1 for Design Pressure Ratings FL10975 R4 AE Eval 10975.1.odf by specific Model and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.2 b. "Fiber0assic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door with Sideiite - "ClassicCraft" or "CiassicCraft (OX or.XO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.2.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.2 for Design Pressure Ratings FL10975 R4 AE Eval 10975.2.pdf by specific Model and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.3 c. "Flberaassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door with Sidelites "ClasslcCraft" or "ClassicCraft Lstic" - (OXO) Inswing or Outswing Configuration Llmits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.3 for Design Pressure Ratings FL10975 R4 AE Eval 10975.3.pdf by specific Model and for any other additional use Created by Independent Third Party: Yes limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.4d. "FlberCiassic", "SmoothStar", 618 "Impact" Glazed Fiberglass Double Door - (XX) "ClasslcCraft" or "ClassicCraft Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R4 II Inst 10975.4.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.4 for Design Pressure Ratings FL10975 R4 AE Eval 10975.4.pdf by specific Model and for any other additional use Created by Independent Third Party: Yes limitations and installation Instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ 10975.5 e. "FlberClassic", "SmoothStar", "Impact" Glazed Fiberglass Double Doorwith ClassicCraft" or "ClassicCraft [6',8 delites-(OXXO) Inswing or Outswing Configuration Rustic" http://www.floriclabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk%... 7/31./2013 Florida. Building Code Online Page 3 of 4 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.5 for Design Pressure Ratings FL10975 R4 AE Eval 10975.5.01' by specific Model and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.6f. "FlberClasslc", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door utilizing "ClassicCraft" or "ClassicCr-aft Hoppe Multi Point lock - Inswing or Outswing Rustic" confl uratlon X) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports. Other: See INST 10975.6 for Design Pressure Ratings FL10975 R4 AE Eval 10975.6.odf by specific Model and for any other additional use Created by Independent Third Party: Yes limitations and Installation Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ 10975.7 g. "Fit, assic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door with sldelite "ClassicCraft" or "ClassicCraft utilizing Hoppe Multi Point lock - Inswing or Outswing Rustic" configuration (OX or XO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.7 for Design Pressure Ratings FL10975 R4 AE Eval 10975.7.adf by specific Model and for any other additional use Created by Independent Third Party: Yes limitations and Installation Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ 10975.8 h. "FiberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door with sldelites "ClassicCreft" or "ClasslcCraft utilizing Hoppe Multi Point lock - Inswing or Outswing Rustic" configuration (OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.8 for Design Pressure Ratings FL10975 R4 AE Eva[ 10975.8.odf by speciflc Model and for any other additional use Created by Independent Third Party: Yes limitations and installation Instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ 10975.9 1. "FiberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Double Door utilizing "ClasslcCraft" or "ClassicCraft Hoppe Multi Point lock - Inswing or Outswing Rustic" configuration (XX) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R4 H Inst 10975.9.odf Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.9 for Design Pressure Ratings FL10975 R4 AE Eval 10975.9.odf by speciflc Model and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ 10975.10Cl"FiberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Double Door with sldelites "assicCraft' or "ClasslcCraft utilizing Hoppe Multi Point lock - Inswing or Outswing Rustic" configuration OXXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10975 R4 II Inst 10975.10.odf Approved for use outside HVHZ: Yes Verffled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.10 for Design Pressure Ratings FL10975 R4 AE Eval 10975.10.adf by speciflc Model and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) sack nest http://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgvihT9G9wJlk'�o... 7/31/2013 Florida Building Code Online Page 4 of 4 Contact Us :: 1M40 North Monroe Street, Tallahassee Fl 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement:: Acaesslhility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contad 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepter E ® 9 M CreditArF E http://www.floridabuilding.Org/pr/pr app_dtl.aspx?param= lk% wGEVXQwtDgvihT9G9wJ... 7/31/2013 THERMAITRtJ @ THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDOERTGN, OH 43517 "SMOOTH STAR", "FIBER CLASSIC' "CLASSIC CRA "CLASSIC CRAFT RUSTICIFF FIBERGLASS GLAZED DOOM INSWiNG / OUTSWING "IMPACT" I�u:7n1,r•Tla� 1. This product has been evduated and is in compote with the 2010 Florldo WMV Code (FBC) struchural reghdrerronis Including the llio Velocity HurAoane zone° 04VIA- 2. Product anchors shall be as Isted and spaced as shown on detafls. Ancftorembedment to base matedd shall be beyond wap droit or stucco. 3. When used in the %VKr this product corm wish section 1626 of the Harkia Building Cade and does not require an fmpod resistant covairg. 4. When used in creas outside of the "HVHrrequfdng wind borne debris protection this product compfts with Section 1609.II of the 2010 FBC and does not require an innpactresietant coVeft This product meets misfile level V and Includes Wind Zone 4 as defined In ASTM E1996. 5. For 2(stud frarning construction, anchming of theme urtlts Shap be the somas that shown for 2c buck masonry construction. 6. Site conditions that deviate from the detaib of tints drawing require fcattrerenglneertrhg analysis by a licensed erglneer or registered architect. 7. Q)tR i g configurations using coostdouts" item #31 meet water Motion requIrements for °H W. 8. Inswing carftoollons and outAft c arfturations using item #18,#14,#15,#16.#34 and Bern 037 do not meet file water Wilfrallon requirements for the WIC and Shap be trslabd onty In Iron -habitable area or at habfiatke locations protected by an overtwg or canopy such thatfire angle between the edge of canopy oroved=V to IN Is less than 45 degreW 37.76'MAX. FFRAME WM UW MNL PAMWON MOW OFCONT&M SHMN Dt4GRMON Sum# DESCRI M 1 TVpbd elevations. & general nates 7 Vertical cross sections 2 Door parol details & glazing details (Smooth Star 8 fluck and ame arming 2X buck masonry construction 3 tponel detaps(FA Classic) 9 frame 1Xkwc&masotuycomhuciton 4 Door panel details pa'.sic 10 5 Doorpantet det Classkg 11us8o it Epp of materials 6 Holizontdcross sections 37.76'MAX. FFRAME WM UW MNL PAMWON a en !FS 13 WW t a FL -90975.1 — . — .. Iro INSWit4e 37.78" x 82.01r +55.0 -55.0 OUISWING 37.78" x 80:68 +55.0 -55.0 a en !FS 13 WW t a FL -90975.1 — . — .. Iro 24-W MAX. 0 O © m p ,�►INTERIOR1 0 i ~1� 4 0 • �� !� l m BMIOR m o m m HORIZONTAL C l 4.17 Mir icotCII MAIL A—A 01/7 TAPE 4 O D ,. p LBMIOR 111100 —GLASS BM I'M 3 a•.. ! y 1lGLASS AIRVACE 49 ' ANNEALEDGLASS 7 DIA. MAX 007 PVB 1 TIA SAFM BY U ®A!� IIII�� INTERIOR •• •I Ar ANNEALED DOW GLASS 0 .• p x • Panel reinforcement OVERTICU -.� a INTERIOR i • I !I35 GI 1 2 o HOIRONTAL CR= 36=113 O �f DETAIL ` n ^7 rt &a NOW M. nK E)MX)E. O . 1� O II 7 7 DW MAX f � f 0000_ �I► • ® 0 14 _ 3 +--"j 0 ©, v 2ep Morax S4 3 a 2 INTERIORk" 62 a 35 a 64 34 pfd o / 61 34 EXTERIOR G1 12 4 5; � 1 f RI C�RQSS SECTION 3 1.47' '* DEWLA-Am s K.��pp��__��,,��,,� EXTB210R INTERIOR 1 �- - G1 {+1.44" � � 4.10' +{ � � y 7— I a z 34 k T MAL MAX i:1_11t d7 61 1000i i z 34 zees OPEN N.T.S. 65 JK m D111111 �1-A cmL en US 3 Pam r�nrac ement 2 VEMMAL close. ECTION UPAWM i; a FL -10975.1 °n am*zr.or11 " 24MMAX 39 2 4 3 DLO. INTERIOR 39 5 77 4 39 s d d EXTERIOR Nb s$ LL 1 G1 35 2 5 HONZOWAL CR= $=QN 3 DETAIL A -A N 1� nK IAT Jim EXTERIOR I EXTERIOR INTERIOR) i�l'r�AyGa-•;'Zt',c � Yy .ir ++ r, r � ��ai• G1 4 39 12 r DIA. MAX. e2 4.10° L�< I 71 -J z O O z 39% a r DETABA A 8 N. 08 °z 72EA1�lOCKS11lE t:° 75 N.T.S. ° Panel rerdarc�Fent om By, JK m CW. ere LFS 3 al $ 1/ERi1CAL CROSS SECTION FL_ 10975.1 0 m.55 arm 1 v pp1,, 7 7 INTERIOR N W 60 L q 10 iw �s a 40 70 H ds 17 6 EXTERIOR E C 20 A N K 5 E 7 7 7 I-114 MIN. L ... ° C EMB. jlTr.) ° o 5D 60 3 HORIZONTAL CROSS SECflON q 10 a 40 70 K,a vtmnw/iXsub4wa ° INTERIOR INTERIOR v.. o. ° ... v. 7 � EXTERIOR EXTERIOR 8 8 + Z W 60 Llug 40 70 v m N-'Z d v cua CS MX 047Ei 6125108 m ] (m+.)) C was N.T.S. 9 1-1/4MM. B B oft 8* JK m Mo. (1'P•) 1 HORIZONTAL CROSS SECTION Z HORIZONTAL gm N E aoc m LFS 1-1/4 MM.DROM � m a X. a �• (m'•) FL-10875.1 0 D ]"MIN. FROM 1"MIN. FROM -...—MASONRY EDGE MASONRY EDGE -+-► PP) IYF) � 21/2" MM. FROM21/T MIN. FROM MASONRY EDGE MASONRY EDGE - o� (1'n'•) PYP.) 2-1= FROM 2-1/2" MIN. FROM MEDGE MASONRY EDGE - - 4 VERA AL gWn SECAON 2-1/2" MIN. FROM 2112^ MIN. FROM - - MASO�NyRpY EDGE MASONRYEDGE —►� .a a n da.•n n 2-1/2° MIN. FROM -..— MASONRY EDGE 2-1/2° MM. FROM MASONRY EDGE —r�- (TYP.) 3n eat ft LFs sten' FL -10975.1 e vZarju li r, e a � a.. LJAt 2X BUCK 7r MASONRY OPENING —1 FRAME 2X BUCK F SEE NOTE 2 SEE NOTE 2 —61 �o I TYP. SILL •P d a v� fWWJAMB FRAAAEANCHOAINl� Ma&ortty 2X buck cauhucNon N07ES: 1. 1/4° Eco Concrete screws anchoring 2x buck requhe a mh mum I- clearance to masorny edges a 1-1/4' n**rtun embedment and a mhWwm 4" clearance to a4ccent concrete screws. Subsflhitlon of equal concrete screws &am a dtfferent a4VU r may have different edge distance and center dhtance requIremenfs. Concrete screw locations at the comers may be adjusted to maintain the mW— edge dstance to morfarjointx H Concrete screw►ocatbres noted as MAX ON CEdiF.R" must be adjusted to maintain the miNmum edge Mance to mortarjcnts, addfflonal Concrete screws may be requIred to encase the rrxdmum on center dimenston fs riot exceeded 2. 1/4"fTW concrete screws anahoft frame and/or sfsreqube a mfnUnum 2-1/2°clearance to maswroy edges, a 1-1/41n*9rnum embedrnent and a minhwm 3"demance to adjacent concrete screws SubsBhrNmi of equal concrete screws from a different AW ler may have different edge distance and center distance requkemenk Concrete screwbcations at the canners may be adjusted to rtrointdn the mWmum edge dbtance to mortarjoScts. If Concrete screw beaHans noted as "MAX ON CENTER" must be adjusted to rrw** n the ndrdmum edge distance to mortar/otnts addWonai Concrete screws may be required to ensure the maximum an center dimension Is not exceeded LATCH A DPADBOLTDPTAB. off= DETAIL L BYt IIS 3 seea17� Fi.–.I cFr A 1 A 61 a Its d 28 MASONRY TYP. HEAD 8 O OPENING J . AMBS SEE NOTE l SEE G NOTE 2 FRAME k1l 7 r 0 gi F� I IX BUCK LATOA09ADBOL WAA i�) — 7-7 r SEE NOTE 1 � p w 9 ' SEE NOTE TYP. SILL l SEE NOTE 1 H 10 �§ Ta b l 10 10 81 SEE NOTE I H L MasmW ix MUM 9 NOTES: t. i/4" ITw concrete screws anchofiM trance and/orsttrequtre a minimum 2-1/2" clearance fo masmvy edges a 1-1/4" mirtmum embedment and a minimum 3"ciearance to o*cent concrete screws. SubstltuQon of aqucd concrete screws from a dff want ag4W r may have dfferent edge distancae and center dbtance nMuke wft Concrete screw bcations at the comers may be adjusted to mdntofn the mh1mum edge dhfance to mortar joints. tf Concrete screw locaBons noted as MAX. ON CENTER' must be adjusted to SEE nx*ddin the ndMmum edge dMonce to mortavjotnts, addtftond Concrete screws may be requked to ensure the maximum on center dkne slon Is not exceeded. 2. 3116"M concrete screws onchoft frame and/crArequke a minimum 2 5Arclearance to mosoW edges a 1-1/4"mhhwm embedment and a mMnum 2-1/4" clemonce to odkment concrete screws unless otherwise noted by concrete screw manufacturer. err LFS 3 rra acs d FL -10975.1 a a a.cw fs a :K. !-� 4.W 1.7P o 236' ww. n 19 ZO-L4m ax en FL -00875.1 AUOFMAMM BILL OF MATERIALS nom DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL 'A 1X BUCK SG w 0.55 - WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER M 8 2X BXX SG a- 51 FIBER CLASSIC DOOR SKIN .065" MINIMUM THK. FIBERGLASS FIBERGLASS C MAX 1/4"SHIMSPACE - 52 TOP RAIL COMP. D 114" X 2-3/4PFH CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD N d E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAR COMP. 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 1 LOCK STILE LVI /WOOD F 114" X 1-3/4 PRH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL WAIM REINFORCEMENT CLASSIC CRAFT) g G 3116 X 3-1/f PFH ITN CONCRETE SCREW STEN. 61 CLASSIC CRAFT DOOR SKIN .090° MINIMUM THK. FIBERGLASS FIBERGLASS $ 8 4 H 1/4x 3-1/4 PFH TTN CONCRETE SCREW STEE. 62 TOP RAIL COMP. a I I/4 X 2-1/4 PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD J 1/4 X 3-3/4 PRH ITW CONCRETE SCREW STEEL 65 BOTTOM RAR COMP. K #8 X 2-1 /T PRH WOOD SCREW STEEL 67 LOCK SIRE LVL/WOOD L #10 X 2-1 PRH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT C CRAFT RUSTIC FIBERGLASS I E)MMOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN DW MINIMUM THK. FIBERGLAS LASS 2 INTERIOR UTE FRAME ALUM. 72 TOP RAR Comp - 3 LITE FRAME TRIM PVC 75 BOTTOM RAR W. 4 #10 X 1-1/7 PRH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD 7 MEDIUM REACH.COMPRESSKNN WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4 X 4 HINGE Or THK. Sm 10 #10 X 314 PFH WOOD SCREW GE TO STS ir 14 THRESHOLD OUTSWING- SELF ADJUST AWMJCOMP. 15 THRESHOLD OUTSWING - 53/4 COMPOSITE SILL, RILL SUBSTRATE AWM./COMP. 16 THRESHOLD OUTSWING - 5314 COMPOSITE SILL, STANDARD SUBSTRATE ALUM./COMP. I 17 PASSAGE LOCK - KWIKSET MODE. 200T - GRADE 2 STEEL U. 18 THRESHOLD OUTSWING 53/4 THERMAL BREAK SILL ALUM./WOOD 19 HEADER JAMB SG x 0.42 WOOD 20 SIDE JAMB SG x 0.42 WOOD 21 KWIKSET T --SERIES WD- GRADE I STEEL LATCH STRIKE PLATE 28 PLATE STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD o 32 DOOR BOTTOM SWEEP PVC 33 INSWING ADJUSTABLE THRESHOLD- STANDARD SUBSTRATE AN;UCOMP. 34 35 OUTSWING THRESHOLD- 53/4 HARDWOOD SBL, STANDARD SUBSTRATE 7/16X 1/2"STAPLE ALUM./WOOD STEEL 36 INSWING THRESHOLD} FIXED STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALU OMP. ;v . 38 INSWING ADJUSTABLE THRESHOLD- RILL SUBSTRATE AWM,/COMP. PANES REINFORCEMENT OMY THK. 40 FIBERGMSS DOOR PANEL VL4M R a 44 HINGE STILE WOOD a z mm 6/25/08 45 BOTTOM RAIL COMP. — N.T.S. 46 MULA71NG FOAM CORE POLYURETHANE uwa eve A 47 LOCK STILE LVUWOOD cm en LFS 48 TOP RAIL COMP. 49 SMOOTHSTAR DOOR SKIN .070° MINIMUM THK. FIBERGLASS I FIBERGLASS mvavm N0' FL -10975.1 affi-Ll-W1 Florida Building Code Online Pagel of 3 ..� gFlorida De""'In tit scls Home Log In user Registration Hot Topics Submit Surcharge stats a Fats Publications ! FSC staff KIS Site Map ! Unks search sines � Professi Product Approval USER: Punic user Regulation Product Approval Menu > Product or Application Search > Apnlicatlon Ust > Application Defeo FL * FL7067-114 Application Type Revision Code version 2010 Application Status ;Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre0cws.cc Authorized Signature Michael LaFevre mlafevre0cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer " Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Turner developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE ,, Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R4 COI EvalRep CWS -157B (HS -8200 IMPACT) odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 http://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 7/31/2013 Florida Building Code Online PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 Page 2 of 3 1994 Summary of Products FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fln Horizontal Slider (Impact) 74x54, X0. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7067 R4 11 CWS -1576 (HS -8200 IMPACT).ndf Approved for use outside HVHZ: Yes Verifled By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. +60/-60 Evaluation Reports Other: Large Missile, 74x54, DP = +J- 60 psf, (Impact). FL7067 R4 AE DuPont PVB NOA 11-0624 0I.adf FL7067 R4 AE EvalRep CWS -157B (HS -8200 IMPACT).DdP FL7067 R4 AE Mikron NOA 11-0830 09.r) Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7067 R4 Il CWS -2328 (HS -8200, XOX, IMPACn.Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", XOX, +/- 60 psf. FL7067 R4 AE DuPont PVB NOA 11-0624 01.Ddf FL7067 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL7067 R4 AE EvaIReD CWS -2328 (HS -8200, XOX. IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Sllder, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7067 R4 II CWS -399A (HS -8200. 73x62. 75DP. IMPA . df Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-75 Created by Independent Third Party: Yes Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Evaluation Reports Impact. FL7067 R4 AE DuPont SGP NAA 11-0624 02.pdf FL7067 R4 AE EvaIReD CWS -399A (HS -8200. 73x62. 7DPi PA FL7067 R4 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7067 R4 II CWS -1868 (HS -8200. 72x63, Approved for use outside HVHZ: Yes IMPACT).pdf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 72" x 63", DP = +/- 60 psf, AI. Evaluation Reports FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 O1.Ddf FL7067 R4 AE EvaIReD CWS -1866 (HS -8200. 72x63. IMPACnx FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created b Inde ndent Third Pa!111: Yes http://Www.floridabuilding.orglpr/pr app_otl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 7/31/2013 Florida Building Code Online Page 3 of 3 Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Prtyacy Statement :: Acoessibllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick he er . Product Approval Accepts: 91 5M RR M CT t -c F http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 7/31/2013 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) GLASS DLO GLASS DLO "0X&")/O" MAX. SIZE DESIGN R SS RE RATING 360 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS................1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS..............................6-7 Luna A. T-1. RE 2011-12-0711:43-08:00 X� PROPRIETARYANDCOWMENTTAL 1217/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. 18 PROHIBITED. PVC IMPACT REQUIREMENT-. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OIX" OR'WO" 4. DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E4300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. S. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "O/X", "X/0": NCTL 210-3671-1,1A, 2,2A, NCTL 2104433-2, -2A (WATER) e. SERIES / MODEL DESIGNATION HS -8200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS 13' MAX O.C. mP) S• MAX 6° SEE NOTE 2 (TY� 3° 4" MAX. (TYP) 8° MAX O.C. SEE NOTE 6 6' MAX A L (T'P1 4' MAX (I TI-) I I 14" MAX O.C. E° SWEEP LOCKS ONLY ENGAGED DURINGLOCKS (TYP) SWEEP LOCKS ONLY ENGAGED MAX D.C. (TYP) LOCKS RE LROCA D AT THE �— DURING HURRICANE. THIRD POINTS ALONG THE FRAME ARE LOCATED AT THE JAMB THIRD POINTS ALONG THE FRAME JAMB v O x �( INSTALLATION ANCHORS TYP. INSTALLATION i ANCHORS TYP. C A C ANCHOR LAYOUT - (PINI OMEMNa) ANCHuOR LAYOUT-(FLANGE,1 PRarnE (MAe� aPEnradal NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 2 SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3/18" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B JUPDATED PER 2010 FBC 1/092011 DISSIMILAR MATERIALS OR MATERIALS M CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER FL P.E 88201 A JUPDATED PER NEW FBC REQUIREMENTS P710712008 S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL :N�uuNtt NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. %`% k GREW 1% 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: .......... '• G+P�oi� t?��fbLvwsz G •• v F ,Z v �?� A, WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) d� No 58201 1900 SW 44TH AVE. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL ? * C 2 * C OCALA, FLORIDA 34474 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). - it ANCHOR SCHEDULE 8 NOTES- LARGE MISSILE IMPACT S.q': STATE OF '� ` •40 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE •� Q •, S: ` ADE A 3/162010 of 8200 OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT PROI+RIETARYAND CONFlDENTpL 1iJ7/11 ��'� '• O P .\4s,1` '�i�`S •'• R = o u VERSION OF THE REFERENCE DOCUMENTS: THE INFORMAnoN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ••'•� PART OR ASAWHOLE WITHOUT THE ttitt`SIpNPVCHORIZ.SLIDER NTS CWS-157 FMA(AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), WINDOW SYSTEMS, INC. ANY REPRODUCTION IN tttttllm��t�� H FMAIWDMA 250(BOX WINDOWS), FMA/AAMAlWDMA 300(EXTERIOR DOORS). WRITTEN PERNpssloN of cusTOM W WDOW srsrEMa, INc.Is PRowsirED B 2 OF 7 718" OVERALL 1/8" ANNEALED or TEMPERED 7116° AIRSPACE 5116" LAMINATED 118" ANNEALED GLASS ,090 DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A FULL SIZE zl;� PROPRIETARY AND CONFIDENTRL 12/7/11 THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE SHOWS FIXED GLASS CUTAWAY �OETE: ITEMS 23-26,32,33,41,42,45 USED BUT NOT SHOWN FOR �LARITY. SECTION VIEW C -D z� ALT. FIN FRAME PROPREETARYANDCOWMENML 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLEIMTHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, IMPACT HOOK SPACING: 1) HEAD HOOK$: A) S° FROM UNIT EDGE TO EDGE OF HOOK. S) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 613/4°. C) INNER HOOK 3 7/S° FROM EDGE OF MTG RAIL 2 PVC FRAME FLANGE48031 mwon I Ria Pvc PLAN Zinc Steel Zinc Nybn Z Steel Cerdmal RVA PJC I O O LUCAS A. TURNER FL P.E. 58201 \tlfitlYN ♦♦.0 4REIgr `i G y (✓ . � ��• No 58201 L,71r ? �: * t * ; a? � �:rIT S9 S STATE OF . �� i0.. �� ,,�iV,��s'/®NRA•LE�Os� `♦ 5.000 Myon Rigid PVC M®von Rigid PVC Keyrrtark Akmtmurn .350 HIgh Amesbury Htrtey Steel Fla Screen Stainims Steel TeamPlmtk: Rubber S a mtg rag Fastenel Steel Sullivan Zinc MSM NIon Abistal AhOrmuun Bac Dapa r Magnolia Nylon VIEW Schnee SUicorre 1 6118• 1116° 718' 13 ALUM. FRAME IMPACT HOOK -1877 1 43 SASH CORNER CONSTRUCTION 1/18' L-6027 CORNER WELD (ALL SIDES) 1118° 110 1 518' i TING RAIL OGETHER RFRAME ALUM. S.B.RJS.S.R. -1488 PVC SASH TOPI M RAIL -8004 PVC SASH SIDE RAIL -5= 6 1 112•- 1-8°�bi1116° 1118• 1 1t4' —� 6/98°—� {1118^«1 18 18 1 2 118° ALUM. SASH IMPACT HOOK -1 656 �-- PVC SCREEN SUPPORT -6014 PVCGLAZEBEAD-6064 ALUM FIXED RAIL -1638 O 1118° 1118° 1114'% 1` 1116° } 7118° L �- T - ALUM. SASH MTG. RAIL -1497 PVC BCREEN CATCH - 8013 ALUM. ROLLER TRACK -1776 3t4• 7 16118° 1/16` SCREW SUPPORT - 3913 PLAN VIEW ALUM. SASH REINF. -1699 44 1 P-3783 Lock, Yrpact 45 P -MI Temporary Lbl. (NIWAP) 47 P-4051 08 x 1 1/4" Ph FH TEK WhL 48 P-4069 Keeper, hpact 49 P-4479 Weep Cover w/Ftp 50 P-4832 Sweep Look 51 P4633 12"BarrelfasteRer 52 1 Glasa SEESHE8=T3 53 1 H-8026 IMain Fr., SH, w/FN 54 1 P-3429 jWatp., 0.420 x.187 back F1n8ea1, Grey OTU EDMIN THIS PRODUCT. 31,46AR Interlock Featenal Sufrvan NI&M Fastartal Cardinal I Man Uftrafab Zinc Steel Zinc Nybn Z Steel Cerdmal RVA PJC I 9t16• 1t18• 718° 1 r 15t18° I .j_ ALUM GLAZE BEAD -1112 PVC FIXED RAIL DOVER SM Z`y KLL ALUMINUM —EXTRUSION ARE 6053-T8 IWIN�RRMAA�,CON R� T��W RYMD c a o p oFCXli STO PERMISSION OF CUSTOM LUCAS A. TURNER FL P.E. 58201 \tlfitlYN ♦♦.0 4REIgr `i G y (✓ . � ��• No 58201 L,71r ? �: * t * ; a? � �:rIT S9 S STATE OF . �� i0.. �� ,,�iV,��s'/®NRA•LE�Os� `♦ -BTOPDATED PER 2010 FBC 1/09/2011 A JUPDATED PER NEW FBC REQUIREMENTSP7107/2008 LSI 1900SW�44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS 6 B.O.M. - LARGE MISSILE IMPACT S. RAW- Y: ATE: 8200 ADE 3/18/2010 MODEL: PVC HOERM 1:2 " CWS -157 8 SOF7 1/4° MAX SHIM �] SEALANT BETWEEN BUCK��7 . AND OPENING BY OTHERS BOTTOM SWEEP LOOK ACITVATED ONLY CONCREIFJMASONRY DURING HURRICANES. BY OTHERS 1 BY WOOD BUCK BY OTHERS [A] I 31W MSN. EMBEDMENT INSTALLATION ANCHOR, e . • 1/4° MAX SHIM CONCRETE/MASONRY 3118° DIA. MASONRY SCREW. 4 4 ' WASHER THRU SCREW SUPPORT IBI N] • BY OTHERS Cj 718° MIN. EDGE DIST. A �] SEALANT BETWEEN BUCK AL AND OPENING BY OTHERS Q INSTALLATION ANCHOR, 2� MIN. EDGE DIST. j� a • L� TCHOR. #1D WASHER Wt WASHER THRU [C[ I 4 , 4 0 SCREW SUPPORT [DI 21/2° MIN. EDGE DIST. - [C] • 4 A;b lip, 2 BY WOOD BUCK BY OTHERS. 114 MIN EMBEDMENT • o . o . • a ; 4 A 0 IA[ C ; [ I d > > : s o = 0 0'• o • A p 'Wim... . SEALANT BETWEEN • 14. SUCKAND OPENING 1 BY WOOD BUCKJIF SEALANT BEHIND OTHERS EXTERIOR FINISH °' �BY BY OTHERS [A] 1 1/4° MIN. EMBEDMENT PERIMETER SEALANT FLANGE BY INSTALLE PERIMETER SEALANT BY OTHERS [L7 BY INSTALLER BY INSTALLER EXTERIOR FINISH EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION MAX SHIM (a) BY INSTALLER (a) 8 FRAME (WOOD) [BI g HORIZONTAL SECTION SEALANT BEHIND 8 FRAME (MASONRY) TE: D A JAMB FLANGE BY INSTALLER - I I IMILAR FOR 28Y INSTALLATION. I I IN8TA TION SAME AS SHOWN ELOW. INSTALLATION ANCHOR, 3118° DIA INSTALLATION ANCHOR, 3/16° DIA. MASONRY SCREW W/ WASHER MASONRY SCREW WNEOPRENE THRU SCREW SUPPORT IC] BACKED WASHER THRU SCREW SUPPORT [CI SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER INSTALLATION ANCHOR, 3198° DIA PERIMETER SEALANT 114° MAX SHIM BYINSTALLER MASONRY SCREW w/NEOPRENE RACKED WASHER THRU SCREW EXTERIOR FINISH SUPPORT [CI BY OTHERS D r • • •DD• . • 'pps v •D • SEALANT UNDER SCREW De D • g 6 D D Q SEALANT BEHIND CONCRETE/MASONRY • 6 . HEAD BY INSTALLER • • • FLANGE BY BY OTHERS e p . O : r D O • r • • •• o p 1 1!4" MIN EMBEDMENT INSTALLER HIGH STRENGTH STRUCTURALD• �s • r D .DOD D D p D D D p ICI REFERENCE NOTES: GROUT BY OTHERS r D D • • • • r • r PERIMETER SEALANT • DDr • ° D • D . b D . • • DO • r D o [A] SEE NOTE 10, SHT 1 BY INSTALLER p D 1/4° MAX SHIM e D r D . r . {— [BI SEE NOTE 2&3, SHT 2 JCI SEE NOTE 4, SHT 2 EXTERIOR FINISH IBJ r-2-= MIN. EDGE DIST. [DI SEE NOTE 8, BHT 2 BY OTHERS• •. • • D ALTERNATE PRECAST SILL DETAIL [C] [EI SEE NOTE 6, BHT 2 °,, r; •ooh•'•'• SILL STOOL a FRAME (MASONRY) B JUPDATED PER 2010FBC 11/0912011 • s•o • BY OTHERS o • > • P •• ;• •o ••� • 4 •o a . a • 0. • o 0 LUCAS A TURNER FL P.E.68101 A UPDATED PER NEIN FSC REQUIREMENTS 710712MB 0 . , s•s . USE SOLID WOOD n . o . ; o s ' • • • o • s s ? s s • o s . • SUPPORT TO MAKE punt ••a • •• o .. • • �• �• . •. �' •• : SILL LEVEL, BY OTHERS �� 114, MIN FIMBEDMFIJ7' ., � WINDOWS &DOORS 's CONCRETE/MASONRr [C] No 58201 19W SW 44TH AVE, %� : OCALA, FLORIDA 34474 _ BY OTHERS 2JM MIN. EDGE DIST. ;a': TITLE (TYPO:"0• INSTALLATION THRU FRAME DETAIL t3FATE 8P - LARGE MISSILE IMPACT Iz� I�0 : SERIES: BY: 32 0 ,+++�� AID) EATE' D1!) FERAME TiCAL SECTIONPRO �< O i9 1®p'Q�2��, O � N DRAWING OF G. O : I9 h1ERIE@ SOLE PROPERTY CUSTOM 8 THE INFORMATION CONTAINED I7M8 (MASONRY) SYSTEMS,ANY WHOLE UT THE 41� �A'1� PVC HORIZ. SLIDERfRM�: NTS. CW S-1 67 "OI�A' WRQ IT of CUSTOM OW sI` sP M9, IRNC�I9APROtOBIIW� H B BOF 7 114` MAX SHIM SEALANT BEHIND FIN IBl BYINSTALLER MIN EDGE DIST _ :!� 1m 2 BY WOOD BY OTHERS (A] INSTALLATION ANCHOR, #B WOOD SCREW wl WASHER (E7 J-= MIN. EMBEDMENT [El SHEATHING BY OTHERS e• e• �: o EXTERIOR FINISH o 8 BY OTHERS SEALANT BEHIND FIN BY INSTALLER MIN EDGE DIST MAX SHIM WINDOW WRAP BY INSTALLER PERIMETER SEALANT BYINSTALLER F HORIZONTALSECTION 7 FIN (WOOD) BY INSTALLER 1 = MIN. EMBEDMENT SHEATHING BY OTHERS INSTALLATION ANCHOR, EXTERIOR FINISH e, &8 WOOD SCREW BY OTHERS • °•o• w/ WASHER. BY OTHERS 1Ps• 1El SEALANT BEHIND FIN BYINSTALLER (A) g ••e 2 BY WOOD BUCK BY OTHERS WINDOW WRAP UU BYINSTALLER eg INSTALLATION ANCHOR, BY OTHERS PERIMETER SEALANT BYINSTALLER 98 WOOD SCREW 114° MIN EDGE DIST o, (El W WASHER UP MAX SHIM 181 114` MAX SHIM SEALANT BEHIND FIN IBl BYINSTALLER MIN EDGE DIST _ :!� 1m 2 BY WOOD BY OTHERS (A] INSTALLATION ANCHOR, #B WOOD SCREW wl WASHER (E7 J-= MIN. EMBEDMENT [El SHEATHING BY OTHERS e• e• �: o EXTERIOR FINISH o 8 BY OTHERS SEALANT BEHIND FIN BY INSTALLER MIN EDGE DIST MAX SHIM WINDOW WRAP BY INSTALLER PERIMETER SEALANT BYINSTALLER F HORIZONTALSECTION 7 FIN (WOOD) BY INSTALLER 2 BY WOOD BUCK WINDOW WRAP eo BY OTHERS BYINSTALLER • q'a (A) g ••e EXTERIOR FINISH ao°i• INSTALLATION ANCHOR, BY OTHERS o•O 98 WOOD SCREW o, W WASHER SHEATHING BY OTHERS MIN. EMBEDMENT 1112" E VERTICAL SEC11ON PROPRIETARYAND COWMENTIAL 12/7111 7 THE INFORMATION CONTAINED IN THIS G IS THE SOLE OF M NN PART FIN (WOOD) WINDOWSYSSTTEMS INC. ANY REPRODUCTION O AS WHOLEWTHOUTTHEPROPERTY WRITTEN PERMISSION OF CUSTOM W DOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: 1A4 SEE NOTE 10, BHT 1 rSEE NOTE 2, SHIT 2 ) BEE NOTE 4, BHT 2 ([E)) SEE NOTE 8, BHT 2 Florida Building Code Online Page 1 of 2 C yy n z MWAUUMM Florida De"rtmertt� stns Home tog in User Registration Hot Topics submit surcharge Stats & Facts i ��tkuis Fsc Staff BM site Map ( Unks Search Busines aousm: Professiproduct Approval Pubik User Regulation ii Product Ancroval Menu > Product or AoaHcat(w Search > Aooiication List > A"1100on DeMB mmm x` FL # FL6890-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevre miafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Turner developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R4 COI EvalReo CWS -1616 (CA -8400. IMPACT).Ddt Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 Year 2005 2004 2002 2002 http://Www.flori(labuUding.orglpr/pr app_dtl.aspx?param--wCrEVXQwtDqu4Bg7NfwG9n... 7/31/2013 Florida Building Code Online PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Page 2 of 2 1994 Summary of Products FL # Model, Number or Name Description 6890.1 18400 Vlnyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Ft,6890 R4 H CWS -1618 (CA -8400, IMPACn.Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other. 8400 Vinyl Casement, Large Missile, DP = +J- FL6890 R4 AE DuPont PVB NOA 11-0624 01.odf FL6890 R4 AE Evalikeo CWS -1618 (CA -8400. 67.5 psi, Max. size 37" x 72". MP . df FL6890 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 6890.2 8400 Vinyl Casement Impact CA -8400 Vinyl Fig/Fin Casement. Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R4 II CWS -240A (CA -8400, 40 x 63. IMPACT .)df Approved for use outside HVHZ: Yes Impact Resistant: Yes Verifled By: Lucas A. Turner 58201 Design Pressure: +75/-75 Created by Independent Third Party: Yes Other: Large Missile, 40" x 63", DP = +/- 75 psf, Evaluation Reports (Impact w/ heat strengthened glass, PVB). FL6890 R4 AE DuPont PVB NOA 11-0624 01.odf FL6890 R4 AE EvaIReD CWS -240A (CA -8400. 40 x 63, MPA df FL6890 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Pa : Yes Back Next Contact Ua :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with anemail address If they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick hgm. Product Approval Accepts: W] ® R securitvntarluci http:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 7/31/2013 CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN WI DIFFERENT OPTIONS) GLASS DLO LEFT HINGED - SHOWN_ RIGHT HINGED -OPPOSITE 381/4° MAX OVERALL FLANGE WIDTH 37° UNIT WIDTH 35° MAX SASH WIDTH ESIGN PRESSURE RA TNG i$ .5 h-- 30l/2° GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED -OPPOSITE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED, S. REFERENCE TEST REPORTS: NCTL 210-3673-1, 1A, 2,2A, NCTL 2103674-1, 1 A, 2,2A 9. SERIES/MODEL DESIGNATION CAS. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........................1 Lucas A. Tumor, P.E. 2011-12-0710:20-05:00 ANCHOR SCHEDULE & NOTES ............................2 GLAZING DETAILS.................................................3 12/07/11 SECTION VIEW & ALT. FRAME ..............................4 THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM RAND PRO EXTRUSIONS & B.O.M............................................5OtSTIDENigL R N THIS WINDOW SYSTEMS, INC.TNANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE INSTALLATION DETAILS......................................6-7 WWTfEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITEO. 841/a° MAX OVERALL FLANGE \ HEIGHT I 63° UNIT HEIG I I / BMAX I i SASH I WEIGHT I ' ESIGN PRESSURE RA TNG i$ .5 h-- 30l/2° GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED -OPPOSITE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED, S. REFERENCE TEST REPORTS: NCTL 210-3673-1, 1A, 2,2A, NCTL 2103674-1, 1 A, 2,2A 9. SERIES/MODEL DESIGNATION CAS. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........................1 Lucas A. Tumor, P.E. 2011-12-0710:20-05:00 ANCHOR SCHEDULE & NOTES ............................2 GLAZING DETAILS.................................................3 12/07/11 SECTION VIEW & ALT. FRAME ..............................4 THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM RAND PRO EXTRUSIONS & B.O.M............................................5OtSTIDENigL R N THIS WINDOW SYSTEMS, INC.TNANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE INSTALLATION DETAILS......................................6-7 WWTfEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITEO. 6° I NOTES: SEE NOTE 2 M1 CHORLAYOUT-(FLANGE) ANCHORLAYOUT- (FLANGE) THRU FRAME(WOOD OR MASONRY OPEMNO) THRU FRAMEIVMD OR MASONRY OPENING) FOR UMTS UP TO 3T x 77 FOR UNITS UP TO 37" x Sr 4" MA e" MAX C (TYP) INSTALLATION ANCHORS TYP. ANCHOR LAYOUT- (FIN) ANCHOR LAYOUT - (FIN) THRU NAILING FIN (WOOD OPENING) THRU NAW NO RN (WOOD OPENING) FOR UNITS UP TO37' x 7Z' FOR UMTS UP TO 3T x S3' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D 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, 3/16" DW. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1" SHALL BE CHIEVED IN EITHER DIRECTION. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/S" INTO 2 BY WOOD BUCK. MINIMUM EDGE DISTANCE OF 7/B" SHALL BE ACHIEVED IN EITHER DIRECTION. #S WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. 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 STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE 7— OF OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 12/07/11 VERSION OF THE REFERENCE DOCUMENTS: PR�RIETTHE AINED IN S DRAWING AEN�pL WI GIST FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), t SSTEMS, INCTION . ANY REPRODUCTION N PART OR AS APROPERTYLE WHOWITHOUT THE FMA/WDMA 250(BOX WINDOWS), FMA/AAMAJWDMA 300(E)CTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1 I � / I 1 I j 1 1 , 1 I ` `` I I i 1 C ` ANCHOR LAYOUT- (FIN) ANCHOR LAYOUT - (FIN) THRU NAILING FIN (WOOD OPENING) THRU NAW NO RN (WOOD OPENING) FOR UNITS UP TO37' x 7Z' FOR UMTS UP TO 3T x S3' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D 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, 3/16" DW. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1" SHALL BE CHIEVED IN EITHER DIRECTION. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/S" INTO 2 BY WOOD BUCK. MINIMUM EDGE DISTANCE OF 7/B" SHALL BE ACHIEVED IN EITHER DIRECTION. #S WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. 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 STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE 7— OF OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 12/07/11 VERSION OF THE REFERENCE DOCUMENTS: PR�RIETTHE AINED IN S DRAWING AEN�pL WI GIST FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), t SSTEMS, INCTION . ANY REPRODUCTION N PART OR AS APROPERTYLE WHOWITHOUT THE FMA/WDMA 250(BOX WINDOWS), FMA/AAMAJWDMA 300(E)CTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. -7/8" OVERALL —1/8" ANNEALED GLASS —7/18" AIR SPACE -$/18" LAMINATED GLASS —1/8" ANNEALED GLASS —.090 DUPONT PVB INTERLAYER 7/8" OVERALL x-1/8" ANNEALED GLASS 118" HEAT STRENGTHENED PURFECT GLAZE "H" SIKAFLEX 552 7/16" AIRSPACE 5/18" LAMINATED GLASS 9/8" HEAT STRENGTHENED 090 DUPONT PVB INTERLAYER 1/8' HEAT STRENGTHENED n�AQa PURFECTGLAZE.H" SIKAFLEX 552 GLASS TYPE A FULL SIZE 7/8" OVERALL 11V TEMPERED GLASS 7116" AIR SPACE 6/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .090 DUPONT PVS INTERLAYER 1/6' HEAT STRENGTHENED PURFECT GLAZE 'If SIKAFLEX 552 1/2' GLASS 0 SITE GLASS TYPE C GLASS TYPE D 0 FULL SIZE 6 FULL SIZE 7/8" OVERALL 1/8" TEMPERED 7116" AIRSPACE 6/16" LAMINATED GLASS 1/8' ANNEALED .090 DUPONT PVS INTERLAYER 1/8" ANNEALED 3 PURFECT GLAZE "H' SIKAFLEX 652 B UPDATED PER 2010 FBC LUCAS A. TURNER FL P.E. 69201 A IUPDATE TO FBC CHANGES WINDOW MAX GLASS ,��`�`uoREib'TA��•i GLASS TYPE B FULL SIZE 37x63 +//D67.5 A BE r" No 58201 1900sw� 37 x 72 +/- 67.5 GD OCALA, FLORIDA 34474 GLAZING - LARGE MISSILE IMPAC' TITLE 0. STATE OF �:��SERIFS: RAWN PRRRIETARYANO CONFIDENTIAL 12/07/11 ��.'• A°4 OP,••`�5�.` 8400 ' AI WRITTEN SYSTEM, YFJ2IEM oFANTHE INFORMATION NY REPRODSTOM N60W SYSTEMS, OR IN THS DRAMfING 18 THE SOLEA HO ITWITPERTY THHOCUSTOM UTTTHHE •••.......... �pMA �Ep ��• oD CASEMENT 1: 1/2" GLASS SITE 3S 33 3 1B 11 a1 18 9A 1;� INTERIOR 51 6 a 18 3 b 4 g b1 F—=- PJOR 61 1 18 3 31 9 1 a EXTERIOR SECTION VIEW &B -INTERIOR 40 13 51 46 2 SECTION VIEW C -C 48 9 ALT FIN FRAME SECTION VIEW A -A B UPDATED PER 2010 FBC 12/5/2011 CASA. TURNER, FL P.E. 68201 A 1UPDATE TO FBC CHANGES 03117/2008 E: ,ttttpnuttep�.i Pr1DREW TEMS7,19,20,25,27,32,34,37,36 `,�t +�J�C,PG:•yiCENse.;Q,yt��.lv&ftm 2,44,46,60 ARE USED BUT NO +v No 58201 S��. 1900 SW 44TH AVE. HOWN FOR CLARITY. qp * = OCALA, FLORIDA 34474 �� * TITLE: SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPAC 12!07!11 �3►s: STATE OF ,+ 'MENTALSOT%0' Pt'a�� 8400AWN ADE 7 6/5/2007 PROPRIETARYAND THE INFORMATION CONTAINED IN TMS DRAWING IS THE SOLE PROPERTY OF CUSTOM REPRODUCTION PART OR .I SNDOW SYSTEMS, INC. = WITHOUT THE ��I�s ` R:'�'•"•C�'�` CASEMENT NTS °' " CWS -161 WRITIEN PERMISSION OCUSTOM WINDOW SYSTEM. INC. IS PROH[BITED. fs�®NA ' B 40F7 Item# Part# Description Vendor Material 1 H4MM FR., CASE, MAN, HEAD N80ON PJC 2 H403118 Flt, CASE, MAID, SLL MIMN PJC 3 H -6030B FR, CASE, MAN, JB., F8GHT MBQtON PVc 4 H-80308 FR, CASE, MAN, JB., LEFT MK RON PJC 6 H 4MM FR, CASE, W/ FN MKRON FVC 6 K4= SASH, CASE, TOPRAL WMN P/C 7 1.8008 SASH, CASE, BOT. RAL MQOON PJC 8 R+8008 SASH, CASE, SDE RAL, HINGE MKRON PJC 9 H -SON SASH, CASE, SDE RAL, LOCK MGON Plc 10 1.1692 SCREEN RAL, SDEBIM KWMARK ALUM 11 K16M SCREEN RAL,TOP/SDE IWMARK ALUM 12 GLASS SEE SHEET 3 13 P-3028 W. SLK., 85 DUR, 1/8' X 7/8° X 2° I.G. FIRAW LOWS RUBBM 14 P.302B SCREENLFT-OIIT SUMMT 16 FL3113 SCRBMSUPPORT FOR PIC TEAMPLASTCS RUBBER 16 83195 SCREEN SPRING, NO FDLETENS DN 17 83197 SCION CORNER KEY MSM NYLON 16 P3217 WSTP., WWFDELEAF SEAL, FRAME AMESBUR( RUBBER 19 P 32ZB WAaN SPLINE, .156 DIA, SLK DAPA 20 83281 SPACER DURASEAL,SIESHEET3 DURASFAL TRUWAL 21 83342 SEAM SEALER SW604 SCHNg SLICONE 22 PR3429 WISTP., 270 X .187 BACK, ULTRA FN, BLACK, BASH ULTRAFAB 23 P IVWT O(AZE W , SKAFLIX 562 HE I(EL, SICA 24 FL3538 98 X 3/4' QUAD PH TRE(, ZNC, SCREW 25 P3581 SCREEN CLOTH, 18 X 16 FBBtGLASS PHFFR 28 83587 A8 X 9° PH FH TB(2, SS, SCREW FASTENAL SS 27 P3813 CWS LBL (LOGO) 28 123685 CS -8400 GOLD CERT. LABS, NFRC TAB 29 FL3762 CAPPLIG,Ire HOLE MSM NYLON 30 P3881 TEMPORARY L9L. (ice 31 R3940 SNUBBER, SS, PJC 32 P4003 TE BAR GUS, ROTO. HIME ROTO SS 33 P.4004 98.32 X 1M' PH PH, MS, SS (ROTO HDAIE LOCK) FASTENAL SS 34 PAM SUPPORT RATE, LOCK, SS, ROTO FDWE (Use a/ P -4M ROTO SS 35 P4= LOCK, MU-TFPONr, ROTO HDWE, WHITE ROTO SS 38 P4007 Rom OPERATORS (FOR UEFT/RRGHT OPBN CAS9WBNi) ROTO SS 37 84009 TRAd( 8 SLIDER ASSM., ROTO OPEC, ROTO FDWWE, 13') ROTO SS 38 PAOIC STUD BRIT., ROTO OPER, LFL, ROTO H AF- ROTC, SS 39 P4012 SFIMi, ROTO OPERATOR, ROTO HIRE (4.6n" ROTO NYLON 40 P4014 HANDLA STD, F070 OPER ROTO HD4e ROTO ZINC 41 P.4018 F (LBS T/rdGHr FOR LEFT OR RIGHT OPHN CASHVBNM ROTO S.4 42 84020 SUPPDRTWWASHEi, ROTO OPER, ROTO HIME (SS) ROTO SS 43 P4021 #8-32X 319 Quad FH WW/ 1118" Lead, MS, SS, ROTO OP., ROTOHME FASTENAL SS 44 P-4024 GASKET, ROTO OPER, ROTO FDWWE, 1/18" HOP 45 P•4031-84040 TSBARS, ROTO HEWS 1-6 LOCOONRRB, SS (BY CA Fin) ROTO 88 46 84060 PEW. COL-AUUMI UM, 5052-F62 (.060 X.437), FD PRECISION STEEL AUJM 47 1 PAM STRKE,MLLTpORM' M&M NYLON 48 12.4146 #6 x 314" PR FLAT TE(, BS FASTENAL SS 49 P4481 IREW. COL-ALLUNIUM, 6052-1-02 (.082 X.868), FD PRECISION STEEL ALUM 5084649 #8 x 518° PR FLAT TE(, #7 (READ, SS FASTEVAL SS 51 5.16, �. CASE SASHKEYMARI( AI.UMI 52 S4=4 GL7- BD., 7/8° MOON PJC PVC FLANGE H - 6030B 211/32° D 2114° 8 7 8 8 PVC SASH, CASE. H-6008 17/32° 10 1 8/32° SCREEN RAIL, SIDEBTM, H-1592 ALUMINUM 6063-T6 1 3. 205 T SCREW SUPPORT - P-3113 4 I ° zZ PVC FR. CASE, MAIN (FIN) H -6030A PROPRIETARYAND CONRDENTRL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. 7/98° 9/18° COIL, .05 X.437, P-4050 ALUMINUM 5052-132 21!32" 1/18" COIL, .062 X.666, P-4491 ALUMINUM 5052-132 SASH CORNER CONSTRUCTION 17/32° 11 1 8/32" SCREEN RAIL, TOP/SIDE, H-1593 ALUMINUM 6063-T6 7132" 27!32° PVC GLAZING BEAD - 6064 v;- �°• -c -• v s Ham:^iWDMWS&DOOBS vt No 58201 ,��% 1900 SW 44TH AVE. OCALA, FLORIDA 34474 9•t STATE ®F EXTRUSIONS & B.( 0. STATE �_ d .��: 8400 CORNER WELD (ALL SIDES) 314 - III I is" 14°91/18" SASH REINF. S-1505 ALUMINUM 6063-T6 - LARGE MISSILE i 5/5/2007 O'` CWS -161 50F7 2 10 MIN. EDGE DIST. ICI 1 1/4" MIN. BABE [C] i EXTERIOR FINISH BY OTHERS PERIMETER SEAL BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER BY OTHERS o. . s.s • P. • P• P• s. s s. 1 BY WOOD BUCK BY OTHERS [A) 114" MAX SHIM 181 INSTALLATION ANCHOR, 3116" DUI. MASONRY SCREW W/ WASHER THRU SCREW SUPPORT [C) 1 BY WOOD BUCK INSTALLATION ANCHOR, BY OTHERS [A] [D.13V MIN. EMBEDMENT 3/18° DIA. MASONRY SCREW. 114" MAX SHIM 114" MAX SHIM W/ WASHER THRU SCREW ° a ° a IBI SUPPORT [C] A ► 2 BY WOOD BUCK [B] BY OTHERS [A] ° p ° A ► 71W MIN. EDGE DIST. ro� A •► INSTALLATION ANCHOR, ° 0 ° 4 p ► #10 WOOD SCREW W/ WASHER THRU SCREW ZAW MIN. EDGE DIST. ° G ° A ► 8 SUPPORT [DI ICI °4° 4 SEALANT BETWEEN BUCK AND OPENING BY OTHERS IIa SEALANT BEHIND j°o°: S '•' CONCRETE/MASONRY 11/4 MBEDMENT PERIMETER SEALANT MIN. E ``\\ FLANGE BY INSTALLER BY OTHERS 1C) �BY INSTALLER PERIMETER SEALAWT BY INSTALLER EXTERIOR FINISH EXTERIOR FINISH BY OTHERS B HORIZONTAL SECTION BY OTHERS C HORIZONTAL SECTION 8 FRAME (MASONRY) 8 FRAME (WOOD) HEADOTE AN INSTALLATION ANCHOR, 3118" DL4. IMILAR FOR 28Y INSTALLATION. MASONRY SCREW WWEOPRENE ILL INSTALLATION SAME AS BACKED WASHER THRU SCREW kOWN BELOW •'•° SILL STOOL YO RS BY OTHERS o . • •e •♦ P ' o .:p USE SOLID WOOD SUPPORT D ALTERNATE PRECAST SILL DETAIL • o� • .R� P . P . • o . o , , �o s . . s• P .• o TO MAKE SILL LEVEL S FRAME (MASONRY) 0 0 . : o °s . • o > a o s o .P P• o P •P• BY OTHERS LUCAS A. TI P P o•••♦P°o� D�•R° >� ♦ s •• ♦PSP • o • • •e •• p • P •o o • P, •s • • 11/9_ MIN. EMBEDMENT ♦�,`,aJ P [Cl '��P.•� CONCRETE/MASONRY I� 2 -IM MIN. EDGE DIST. ± v r• BY OTHERS [Cl * _ A VERTICAL SECTION ��` ' SimI 8 FRAME (MASONRY) 12/07/11 0- FRAME OP PRRIETARY AND C0NF01ENN1L i C�• THE INFORMATIONWINDOW STTEMB,,IINC. ANY RONTAJNFDEPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ".-%" ft WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: [A1 SEE NOTE 10, BHT 1 181 SEE NOTE 2&3, BHT 2 [C] SEE NOTE 4, BHT 2 PI SEE NOTE 6. SHT 2 (N SEE NOTE 8, BHT 2 V U SUPPORT [C] SEALANT FLANGE BYY INST INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/18" DW. MASONRY SCREW W NEOPRENE PERIMETER SEALANT BY INSTALLER 114" MAX SHIM [B] BACKED WASHER THRU SCREW SUPPORT [C] EXTERIOR FINISH SEALANT UNDER SCREW BY OTHERS o D• D p p D. 6 SEALANT BEHIND FLANGE BY HEAD BY INSTALLER o p o Db o p. o • e s p . s• o D, e s D 11/4° MIN, EMBEDMENT INSTALLER[Cl p• 'De ° e D. Q p D • D D D p D HIGH STRENGTH STRUCTURAL GROUT BY OTHERS r D DDe Dp �o D ° • o ° • o PERIMETER SEALANT BY INSTALLER 1/4" MAX SHIM o o D D D . D . e D e p r s 181 2 V2° MIN. EDGE DIST. EXTERIOR FINISH BY OTHERS C0NCRETE/MA8ONRY 8 THE ICl •'•° SILL STOOL YO RS BY OTHERS o . • •e •♦ P ' o .:p USE SOLID WOOD SUPPORT D ALTERNATE PRECAST SILL DETAIL • o� • .R� P . P . • o . o , , �o s . . s• P .• o TO MAKE SILL LEVEL S FRAME (MASONRY) 0 0 . : o °s . • o > a o s o .P P• o P •P• BY OTHERS LUCAS A. TI P P o•••♦P°o� D�•R° >� ♦ s •• ♦PSP • o • • •e •• p • P •o o • P, •s • • 11/9_ MIN. EMBEDMENT ♦�,`,aJ P [Cl '��P.•� CONCRETE/MASONRY I� 2 -IM MIN. EDGE DIST. ± v r• BY OTHERS [Cl * _ A VERTICAL SECTION ��` ' SimI 8 FRAME (MASONRY) 12/07/11 0- FRAME OP PRRIETARY AND C0NF01ENN1L i C�• THE INFORMATIONWINDOW STTEMB,,IINC. ANY RONTAJNFDEPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ".-%" ft WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: [A1 SEE NOTE 10, BHT 1 181 SEE NOTE 2&3, BHT 2 [C] SEE NOTE 4, BHT 2 PI SEE NOTE 6. SHT 2 (N SEE NOTE 8, BHT 2 SHEATHING— BY OTHERS SEALANT BEHIND BYINSTALLER EXTERIOR FINISH BY OTHERS WINDOW WRAP BYINSTALLER WINDOW WRAP - BYINSTALLER PERIMETER SEAL BYINSTALLER SEALANT BEHIND BYINSTALLER 1 lir MIN EMBEDMENT IEI INSTALLATION ANCHOR, #B WOOD SCREW W/ WASHER. 9 / 2 BY WOOD BUCK BY OTHERS [A] 1LC MIN EDGE DIST LEI 14° MAX SHIM [el I 17/2." MIN EMBEDMENT IEI SHEATHING BY OTHERS E VERTICAL SECTION 7 FIN(WOOD) 1/4° MAX SHIM IS) I/4" MIN EDGE DIST [El 2 BY WOOD BUCK BY OTHERS ]A] 2 BY WOOD BL BY OTHERS ]A] INSTALLATION ANCHOR, 98 WOOD SCREW W/ WASHER. [EI 11/2" MIN EMBEDMENT [EI 1 SHEATHING BY OTHERS • 88 d EXTERIOR FINISH - BY OTHERS SEALANT BEHIND F BYINSTALLER z1:r_ PRWRINTARYAND CONFIDENTRI. 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. —1/44 MIN EDGE DIST LEI 1/4° MAX SHIM A PERIMETER SEALANT BYINSTALLER (HORIZONTAL SECTION 7 FIN (WOOD) REFERENCE NOTES ]AI SEE NOTE 10, SHT 1 I SEE NOTE 283, SHT 2 Cj SLE NOTE 4, S}LT 2 PI SEE NOTE 5, SHT 2 P9 SEE NOTE 8, SHT 2 Florida Building Code Online Page 1 of 3 FWda Departments scts Home Log In User Registration ; Hot Topics Submit Surcharge Stats & Fads I publications I Fac Staff ! SCIS Site Map : Links Search Busines Professi 1 r, -,Product Approval USM: Public user Regulation Product Aonroval Menu > PrWuu or AmUcation Search > Aoolica ori List > Application Metall FL # FL5823-115 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emali 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@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 Lucas A. Turner developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R5 COI EvaiReo CWS-15SB (SH -8100 Impact).odf Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-05 ASTM E1996-06 Year 2005 2004 2005 2006 http://www.flori&building.org/pr/pr app_dtl.aspx?param=wGEVXQwOgvMff6zR4iBL... 7/31/2013 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved PA/TAS 201/202/203 Florida Licensed Professional Engineer or Architect FL5823 R5 Eouiv SH -8100 Eoulvalencv.ndf Method 1 Option D 12/01/2011 12/13/2011 12/20/2011 01/31/2012 Page 2 of 3 1994 Summary of Products FL # Model, Number or Name Description 5823.1 118100 Vinyl Single Hung 8100 Vinyl Single Hung Umpad) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 M II CWS -15513 (SH -8100. Impact).[) Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile, see installation dwgs. for Max. size FL5823 R5 AE DuPont PVB NOA 11-0624 01.Ddf FL5823 115 AE EvalReo CWS -155B (SH -8100 and DP. Impact).pdf FL5823 R5 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 5823.2 SH -8100 Cont. Hd. & Sill SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63". Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5823 115 H CWS -440A (SH -8100. Impact, 74x63. Con Sl Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure. N/A Created by Independent Third Party: Yes Other: Large Missile, DP +67.5/-70.0 psF w/ Std. sill, DP Evaluation Reports +/- 70.0 psf w/ high rise, Max. size 74 1/8" x 63". Outer FL5823 R5 AE DuPont PVB NOA 11-0624 01-m f FL5823 R5 AE EvalRep CWS -440A (SH -8100 Impact lite in I.G. must be safety glazed when used above 30 ft. 74x63 C ntHdSl . df In HVHZ. FL5823 115 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 5823.3 SH -8100 Cont. Hd. & Sill SH -8100 Cont. Hd. & Sill (double SIngie Hung), Impact, 74 1/8" x 72". Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5823 R5 11 CWS -491A (SH -8100, Impact. 74x72, ContHdSI).pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other. Large Missile, DP = +/- 67.5 psf, Max. size 74 Evaluation Reports 1/8" x 72". Outer lite In I.G. must be safety glazed when FL5823 115 AE DuPont PVB NOA 11-0624 01 Ddf FL5823 R5 AE EvaIReD CWS -491A (SH -8100, Impact, used above 30 ft. in HVHZ. 74x72, ContHdSl).odf FL5823 RS AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R5 U CWS -3698 (SH -8100. Impact. 52x72, 100 DP).Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +100/-100 Created by Independent Third Party: Yes Other. Large Missile, 52" x 72", +/- 100 psf. Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11-0624 02 Ddf FL5823 R5 AE EvaIReD CWS -3698 (SH -8100, Impact 52x72, 100 DP).Ddf http://Www.floridabuildiniz.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iBL... 7/31/2013 Florida Building Code Online Page 3 of 3 Back Next Contact Us :: 1940 North Monroe Street, Tallahassce FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: P-dy cy Statement :: AcW.%1blfity Statement :: Refund Statemerrt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send ehx lronfc mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emafls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: GreditSArFIE http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iBL... 7/31/2013 FL5823 R5 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 5823.5 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Orlel Window w. HD FMR, 5 HI sash. Llmlts of Use Installation Instructions Approved for use In HVHZ: Yes FL5823 R5 II CWS -295A (SH -8100. Impact. Approved for use outside HVHZ: Yes 52x96). Impact Resistant: Yes Verified By: Lucas A. Tumer 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 Evaluation Reports psf. FL5823 R5 AE DuPont PVB NOA 11-0624 01.Ddf 171-5823 R5 AE DuPont SGP NOA 11-0624 02.Ddf FL5823 R5 AE EvalReo CWS -295A (SH -8100. Impact. 52x96. f FL5823 115 AF- Mikron NOA 11-0830 09.pdf Created by Inde ndent Third Pa : Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassce FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: P-dy cy Statement :: AcW.%1blfity Statement :: Refund Statemerrt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send ehx lronfc mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emafls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: GreditSArFIE http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iBL... 7/31/2013 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 543V OVERALL FLAME WIDTH 531/x° MAX. UNIT 461611W 371 GLASS DLO OVERALL FLANGE WIDTH DESIGN PRESSURE RATING 167.5 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........I ANCHOR SCHEDULE & NOTES.............2 GLASS DETAIL........................................3 SECTION VIEWS...................................4-5 EXTRUSIONS & B.O.M............................S INSTALLATION DETAIL ........................ 7,8 DESIGN PRESSURE RATING +67.51-75.0 PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITWE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.8 FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS, 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. S. REFERENCE TEST REPORTS: NCTL-210.3888-1, -1A, -2,-2A, NCTL 2108-1, -1A -2,-2A 8. SERIES / MODEL DESIGNATION SH -8100. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED SASH DLO 12- SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION. 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37" X S2" LUCas A. T=w, P.E. 2011-11-29 00:54-05:00 Az PROPIffiTARYAND CONFIDENT LL 1]/7$/1] THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E., 58201 MAX UNIT WIDTH 77 1/4" OVERALL FLANGEHEIGHT8 GLAASS 0 O S 7 1 78" I /'� V / I 1 33988 GLASS DLO 63 V4" OVERALL FLANGE HEIGHT / / 1�J UNIT IIT• LgAX UNIT / / HEIGHT 375116 I EMAX. IGHT X I GLASS DLOSASH IIAA30 X16" / / X/ / HEIGHT — — 26° —, — 4" O.0 D GLASS DLO WEEPS (TYP) 7 316116, — 46316° MAX SASH WIDTH GLASS DLO 4811116" MAX. SASH WIDTH DESIGN PRESSURE RATING 167.5 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........I ANCHOR SCHEDULE & NOTES.............2 GLASS DETAIL........................................3 SECTION VIEWS...................................4-5 EXTRUSIONS & B.O.M............................S INSTALLATION DETAIL ........................ 7,8 DESIGN PRESSURE RATING +67.51-75.0 PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITWE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.8 FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS, 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. S. REFERENCE TEST REPORTS: NCTL-210.3888-1, -1A, -2,-2A, NCTL 2108-1, -1A -2,-2A 8. SERIES / MODEL DESIGNATION SH -8100. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED SASH DLO 12- SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION. 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37" X S2" LUCas A. T=w, P.E. 2011-11-29 00:54-05:00 Az PROPIffiTARYAND CONFIDENT LL 1]/7$/1] THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E., 58201 ° O.C. INSTALLATION ANCHORS, INSTALLATION ANCHORS, ' 16 SEE NOTE 2 SEE NOTE 2 MAX (TYP) MAX. (1YP) 4" MAX (TYP)8° MAX OC (TYPO MIDSPAN, B° MAX. OC 61 MAX MP) – A—]6" ' 4" MAX. (TYPO 4" MAX. MP) I – MAX (TYP) t 1 a. (TYPO MAX. �P) — — — — 14" O.C. 8" MAX OC MAX• (TYPO GYP) � I 1 8° ML.0 O I 1013/1 .O. I / I ��— 70-62-4° 4 I UNIT UNIT 4° 1 1 MAX HEIGHT i HE OHT X ( X 1 I I I / I INSTALLATION – – – – ANCHORS, SEE NOTE 8 38" 53 1/8" `+ INSTALLATION MAX UNIT WIDTH MAX UNIT WIDTH ANCHORS, SEE NOTE 6 INSTALLATION ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHORS, SEE NOTE 4 THRU FRAME (MASON THRU FRAME COD THRU FRAME (MASONRY) THRU FRAME GOD) MAX UNIT SIZE: 63-V8 x 76 MAX UNIT SIZE: 63.118 x 78 MAX UNIT SIZE: 36 x82 MAX UNIT SIZE: 36 1 62 (W/ SWEEP LOCKS) (W/ SWEEP LOCKS) DP +67.6F75.a DP +67.6/-76.0 NOTES: DP+ W.6 DP+ 67.6 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS READ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3115" DLA. ELOO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN ANY DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1315° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION, 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4° SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FSC 111/08/2011 TEF 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN LUCAS A. TURNER, FL P.E•, 68201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S. ACCORDANCE WITH_ iiiiuurlp ��1i� MALL NOT BE USED IN SUBSTRATESIWITWITH LESSNTHAN THMANUFACTURERS MINIMUM STRENGTH SPECIFIED ELOWnONB, AND ANCHORS Sy. IV•��"° j+iWINDOtYS DOORS 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: 9 A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) : •.T NO 98201'51% : 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.I 4 e OCALA, FLORIDA 34474 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).* T • 0 ° 'fr. ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPAC • 9 % STATE OF : w. 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE df! 8100 : 06/10@008 CURRENT VERSION 10DSFlN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), _ PROPRIETARY AND CONFIDENTIAL 11/28/11 ��q �'�4 O R 1;:?:•� �"�.•� FMAIWDMA260((BOXWINDOWS),FMAIAAMAPNDMA300(EXTERIOR)DOORS)• WTHINOfOW e7E6sC A�N1'R6PRoo6uDCT10NWOIS PARTORA6AlNHOLELE TMWITHOUTTHE OF CUSTOMI*.II'S�•••••••*G��`' PVC SINGLE HUNG NTS NO.: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. !!!!!®i�j A�111A11 EV. LETT 'B : 2OFe - -- 1 INSULATED GLASS .ED lCE \TED GLASS .ED TERLAYER BY DUPONT .ED iUSEAL AZE °H° OR SIKAFLEX 652 FIXED LITE BRE GLASS TYPE A FULL SIZE SASH LITE 718° OVERALL INSULATED GLASS IMP ANNEALED 7118" AIRSPACE 5/16" LAMINATED GLASS lAr ANNEALED .090" PVS INTERLAYER BY DUPONT 1/8' ANNEALED DURASEAL13Y TRUSEAL °J PURFECT GLAZE "H° OR SIKAFLEX 562 EXTERIOR 172' GLASS SITE FIXED LITE PROPRIETARYANDCO*lDENTIkL Iim/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. - 718° OVERALL INSULATED GLASS -1/8° TEMPERED -7/16° AIRSPACE -5118° LAMINATED GLASS -1/8° ANNEALED -.090° PVB INTERLAYER BY DUPONT -1/8° ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE °H° OR SIKAFLEX 662 SITE GLASS TYPE B FULL SIZE LUCAS A. TURNER, FL P.E., 58201 SASH LITE 7/8° OVERALL INSULATED GLASS 118° TEMPERED 7118' AIRSPACE 5116° LAMINATED GLASS 118° ANNEALED .090 PVB INTERLAYER BY DUPONT 118° ANNEALED DURASEAL BY TRUSEAL ) PURFECT GLAZE `H° OR SIKAFLEX 562 1/2° GLASS SITE M VIEW B -B SECTION VIEW C -C ALTERNATE FIN DETAIL NOTE: ITEMS 22,27,28,33-37,4345 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. SECTION VIEW A -A PROPR@TARYAND CONFIDENTAL I1JLSIlI THE INFORMATION CONTAINED INTFAS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUTTHE WRITTEN PERNSSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROWSRED. LUCAS A. TURNER, FL P.E., 88201 SECTION VIEW A -A rE ITE VIEW B -B TYPICAL HORIZONTAL SECTION NOTE: LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUT AWAY ALTERNATE FIN DETAIL SECTION VIEW C -C NOTE: ITEMS 22,27,28,33-37,43.45 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. PROPRIETARY AND CO*7MENTAL 11/28/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E., SM01 1 47 8: x x314FHR reen Fralre x or NOTE: ALL ALUMINUM EXTRUSIONS ARE 8083-T8 2 PVC FRAME FLANGE41031 10 1l18° PVC SASH SIDE RAIL -6004 1/18° PVC SCREEN CATCH -6013 +1-311 11 ALUM. REINF. S.B.RJS.S.R. -1498 .045° 1 6/18° 8 PVC FOXED RAIL COVER - 8003 y z PROPAWARYANDCOWMENTAL 11/ /11 THE INFORMATION CONTAINED IN TF9S DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WRHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROFMTEO. 3 PVC FRAME FIN -600 1/18° 1 5/8° L 8 PVC SASH BTM. RAIL -8028 r�u 1° 1l18° 7 ALUM. REINF. TOP RAIL -1497 2311S. - PVC 3116°PVC BASH TOP RAIL -6027 w CONER r&b@.TWTICN CORNER WELD (ALL SIDES) r11/B•�{ PVC SCREEN SUPPORT -8014 ZFLXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 4 2 1/8° 1 5/19° 1/18° 1 112° 7w ALUM. FIXED RAIL -1938 BASH STOP -9026 f` 1/4° 7/8° 1 1@°- 41 3/4° 9 15118°alo 1/18° L F' 3 PVC GLAZING BEAD4=4 U3/18° SCREW SUPPORT -3113 ALUM. REINF. BTM RAIL -1698 B JUPDATFD PER 2010 FBC 111108120111 TEF LUCAS A. TURNER, FL P.E., 68201 I A I UPDATED PER NEW FBC REQUIREMENTS 07107/2008 'J r No 58201 ';0$ 1900 SW 44TH AVE. * * *W. OCALA, FLORIDA 34474 ,at -Ir-, TITLE' 'EXTRUSIONS / B.O.M: LARGE MISSILE IMPACT 9� STATE OF •��RAWN y 8100 ADE A ' 08/1012008 S....IA MODEL: PVC SINGEHUNGfCALE: EG. .. CWS -155 m>t 8 8 OF 8 SEALANT BEHIND FLANGE BY INSTALLER INTERIOR FINISH BY OTHERS BY OTHERS 1 1/4" MIN. EMBEDMENT 13/8" MIN. [cl N] 1/4° MAX. SHIM 1/4" MAX i INTERIOR FINISH BY OTHERS IN6TALLATI0N ANCHOR, 3/18° DIA e A MASONRY SCREW WITH WASHER '4 ti•. THRU SCREW SUPPORT O e INTERIOR FINISI O r C r 7/8° MIN. EDGE DIST. • • r ID] s n BY OTHERS SEALANT BETWEEN BUCK ° D . D° • p° D �° D 6 6 • 4 (C]:;4; AND OPENING BY OTHERS . . D 0 INSTALLATION ANCHOR, 21/2° MIN. EDGE DIST. D D ° D 6 A r C ► 010 WOOD ANCHOR WITH [C] .0'0� s pD•pep Dep D.� D.¢ WASHER THRU SCREW CONCRETE/MASONRY P• • P° P • P. P BY OTHERS �' • s . • . s . - [A] •.4 .0 (� O • • P • P • O a .e�. s. (C] SEE NOTE 4, BHT 2 1D] BEE NOTE 6, BHT 2 BYOTHERS r•r [A] EXTERIOR FINISH -:de BY OTHERS SEALANT BEHIND FLANGE BY INSTALLER INTERIOR FINISH BY OTHERS BY OTHERS 1 1/4" MIN. EMBEDMENT 13/8" MIN. [cl N] 1/4° MAX. SHIM 1/4" MAX i INTERIOR FINISH BY OTHERS IN6TALLATI0N ANCHOR, 3/18° DIA e A MASONRY SCREW WITH WASHER '4 ti•. THRU SCREW SUPPORT O e [Bl [-] O r C r 7/8° MIN. EDGE DIST. • • r ID] s n e 1 1/4- MIN. EMBEDMENT EXTBY0ERIOR THER9INISH ° D . D° • p° D �° D 6 6 • 4 (C]:;4; . . D 0 INSTALLATION ANCHOR, C. - . - D D ° D 6 A r C ► 010 WOOD ANCHOR WITH 4 .0'0� s pD•pep Dep D.� D.¢ WASHER THRU SCREW 1 BY WOOD BUCK A • - . , r - r SUPPORT (D] BY OTHERS. 21/2" MIN. EDGE DIST! A A LUCAS A. TURNER, FL P.E., 66201 , 0MAKE BY 0THER8 - [A] •.4 .0 (� °1 ,�sInIlIIg1 P••• EXTERIOR - r G 2 BY WOOD BUCK A a .e�. .NT (C] SEE NOTE 4, BHT 2 1D] BEE NOTE 6, BHT 2 BYOTHERS r•r [A] 1/4° MAX SHIM [el ILLATION ANCHOR, 3/16" DIA. STRUCTURAL GROUT BY OTHERS A VERTICAL SECTION FRAME (MASONRY) O yy.,•-r- r 1 BY WOOD BUCK D \ SEALANT BEHIND BUCK [ BY OTHERS 1 FLANGE BY INSTALLER PERIMETER SEALANT BY OTHEF [A] EXTERIOR FINISH J • PERIMETER SEALANT BY INR BY OTHERS BY INSTALLER STALLE)R FINISH -/HORIZONTAL SECTION BY OTH BY OTHERS FRAME(MASONRY) 7 FRAME(WOOD) 7 FRAME (MASONRY) INSTALLATION ANCHOR, 3/18° DIA. EXTERIOR MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (C] SEALANT BEHIND I BOTTOM SWEEP LOCK ACITVATED ONLY FLANGE BY INSTALLER O DURING HURRICANES. (SEE NOTES. SHT1) PERIMETER SEALANT SEALANT UNDER SCREW 1, 3/16° DIA. BY INSTALLER HEAD BY INSTALLER. EOPRENE p JSCREW EXTBY0ERIOR THER9INISH ° D . D° • p° D �° D 6 6 . . D LOCK ACTIVATED ONLY D, 6 ,DO .pp°D • Q D D° D D p �p D D ° D 6 • ° ° ° • ° .0'0� s pD•pep Dep D.� D.¢ CONCRETEIMASONRY BY OTHERS ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) I WOOD LUCAS A. TURNER, FL P.E., 66201 , 0MAKE BY 0THER8 REFERENCE NOTES: °1 ,�sInIlIIg1 P••• [A) BEE NOTE 10, BHT 1 181 SEE NOTE 2&3, BHT 2 ' g -"'-•r ��/�� 1 ,e�yP °•y�C E N3F•.;Q.y4i 1 .NT (C] SEE NOTE 4, BHT 2 1D] BEE NOTE 6, BHT 2 v NO 58201 L•7S r 4 T. PROPRETARYANOCONFIDENTIIL ii/n/11 THE INFORMIATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1/4" MAX SHIM [Bl 1 1/4° MIN. EMBEDMENT [C] 2112" MIN. EDGE DIST. (c) SHEATHING - BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND BY INSTALLER WINDOW WRAP - BYINSTALLER SEALANT BEHIND FW BYINSTALLER PERIMETER SEALANI BY INSTALLER WINDOW WRAP BYINSTALLER EXTERIOR FINISH - BY OTHERS SHEATHING BY OTHERS 1 1/2" MIN. EMBEDMENT [E] INSTALLATION ANCHOR, -08 WOOD SCREW WfWASHER [E1 2 BY WOOD BUCK BY OTHERS [A) 1/4' MIN. EDGE DIST. [Ej 1/4' MAX. SHIM 181 E BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES (SEE NOTE 8, BHT 1) REFERENCE NOTES: 1/4' MAX SHIM [A) SEE NOTE 10, BHT 1 [B] SEE NOTE 283, BHT 2 [ SEE NOTE 4, SHT 2 --{ PI SEE NOTE 8, BHT 2 1/4' MIN. EDGE DIST. [E] [E] SEE NOTE 8, SHT 2 t 2 BY WOOD BUCK BY OTHERS [A) 1/4' MIN. EDGE DIST. [E) 2 BY WOOD BUCK 114° MAX. SHIM BY OTHERS �) [A] INSTALLATION ANCHOR, #8 WOOD SCREW WITH WASHER IE7 112" MIN. EMBEDMENT [E] B -WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN BYINSTALLER L PERIMETER SEALANT BYINSTALLER F•----.}-1 lir MIN. EMBEDMENT (TYP) PROPRIETARY AND COWMENTAL IuzsnZ VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 8 FlN (YYOOD) WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. TtRI ONTAL SECTION FIN (WOOD) LUCAS A. TURNER, FL P.E., 88201 Florida. Building Code Online Page 1 of 2 Florida Deparnentof SCIS Home Log In I User Registration Hot Topics Submit Surcharge Stets & Facts I Pubiicauons J i ac stair 4 Bcrs site Map ! unks ; Search Busines Professi a( u Product Approval usit=x: Public user Regulation ftdud Aooroval Menu > f§allud or Aw atlon Search > Anokatlon List > AppOwAm DetAH FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emali Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall 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) FL9520-R4 Revision 2010 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 dedy@cws.cc Windows Mullion 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. 04/10/2016 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL9520 R4 COI €valRegCWS-836 (3 In Mull. Impact).odf Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA -TAS 201/202/203 1994 http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ... 7/31/2013 Florida. Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/30/2012 10/30/2012 11/02/2012 12/04/2012 Page 2 of 2 Summary of Products FL * Model, Number or Name Descripmon 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPAC') Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R4 H CWS -836 (3 in Mull. Impact).odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party, Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation FL9520 R4 AE EvaiRei) CWS -836 (3 In Mull. Instructions and Evaluation Report for complete list of Im Limitations and Conditions of Use. Created by Independent Third Party: Yes 9520.24" Alum. Tube Mullion " Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R4 11 CWS -837 (4 in Mull, Imoact).odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation FL9520 R4 AE EvalReo CWS -837 (41n Mull. Instructions and Evaluation Report for complete list of f Limitations and Conditions of Use. Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R4 II CWS -838 (5.5 in Mull. Impact).Odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation FL9520 R4 AE EvaIReO CWS -838 (5.5 In Mull. jIm a Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. I Created by Independent Third Party: Yes Back Next Contact Us :: 1940 Nath Monroe Street. Taffaha -we FL 32399 Phone: 850-487-1824 The State of Florida Is an A&IMO employer. Convrtnht 2007-2010 State of Florida.:: Privacy Statement :: ACOMiMl&v Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. N you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The enacts provided may be used for of(idal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hgeM. Product App vml Accepts: >: Credit arra_ SAFE http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwd)gvIHvmuJRWcZ... 7/31/2013 4" MULL BAR ELEVATIONS SHOWN WIDIFFERENT OPTIONS TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... I ANCHOR SCHEDULE.................................24 EXTRUSIONS & S.O.M..............................." MULL BAR SECTION VIEWS.....................7-8 INSTALLATION DETAILS ...........................9-10 EXAMPLE PVC WINDOW WITH VERTICAL MULLION (FOR SECTION VIEW CALLOUTS ONLY) Lucas Tumor 2012-10-2611:30-04:00 ;LZ- PROPRIETARYANDCOWWWAL 10126QD12 THE INFORMATION CONTAINED IN TEAS DRAWING IS THE BOLE PROPERTY OF CUSTOM NANOOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROWSITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 3-4) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE (SHEETS 34) 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFfEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONL THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10. 1x OR 2x WOOD. FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING 15 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12. NON4NTERSECTED MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. OR 1/4" DIA. ITN TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8" SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3I8" MINIMUM EMBEDMENT INTO 2X WOOD SUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED, 3. 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 (010 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. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE W ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.65 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3182 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, D. ALUMINUM -1/8" THICK MIN., 6053 T5 MIN. E. STEEL -.060" THICK MIN., 33 KSI MON. 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMAANDMA 250 (BOX WINDOWS), FMAIAAMANyyVDMA 300 (EXTERIOR DOORS). /"'* PROPRIETARYAMCOPFIDENTIIL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUBTOM WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISITED. TWINITRIPLE HORIZONTAL MULLION 7 OPENING sin L MULLLENOTH I► G TWIN r HORIZONTAL MULLION I Z O LI+- MULL LENGTH E TRANSOM OVER TWIN VERTICAL MULLION F TRIPLE HORIZONTAL MULLION I ;- MULL LENGTH (� OPENII°NGSIZE� Desip v rrW Tapoafa per each end of mullion TWIN VERTICAL MULLION r I OPENDIGSEE L L �I OPENING SIZE D �«- OPENOdOSIZE--� TRIPLE A TRIPLE HORIZONTAL MULLION I ;- MULL LENGTH PROPRIETARYAND CONFIDENTIAL 10/28/2012 THE INFORMATION CONTAINED IN THIS DRAN7NG 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM$, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W WDOW SYSTEMS. INC. 18 PROHISM. SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE, 4° MULL BAR, NON -INTERSECTED I' PVC MULL BAR HAWN ' ADE A ' 09/27/2012 4° ALUM. MULL NTS No.CWS-837 " 3 OF 10 F Desip TRANSOM OVER TRIPLE rrW Tapoafa per each end of mullion VERTICAL MULLION T- OPENDIGSEE L �I OPENING SIZE D TRIPLE 45 VERTICAL MULLION 57 63 69 753/8 81 87 93 99 107 318 114 120 126 132 138 145 318 L 120.0 120.0 120A 120.0 OPENING SIZE i�- 120.0 B PROPRIETARYAND CONFIDENTIAL 10/28/2012 THE INFORMATION CONTAINED IN THIS DRAN7NG 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM$, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W WDOW SYSTEMS. INC. 18 PROHISM. SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE, 4° MULL BAR, NON -INTERSECTED I' PVC MULL BAR HAWN ' ADE A ' 09/27/2012 4° ALUM. MULL NTS No.CWS-837 " 3 OF 10 Desip Pressure Chart, PSF, for Non Irdemected Impact PVC 41 u0 on H-1769, vAth-10 with-10clips using four (4) 010 screws or 3/16' rrW Tapoafa per each end of mullion OPENDIGSEE 39 45 51 57 63 69 753/8 81 87 93 99 107 318 114 120 126 132 138 145 318 483/4 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120A 120.0 531/8 120.0 120.0 120.0 120.0 120A 120A 118.6 1151 1123 1103 109.1 108.6 108.6 106.6 10BA 108.6 108A 108.6 57 120.0 120.0 140.0 120.0 1179 111.7 1065 1029 999 97.6 96.0 94A 943 943 943 943 943 70A 63 120.0 120.0 119.6 110,3 1023 97.1 921 885 BSA 829 809 789 779 77.4 77.2 70.0 700 70.0 68 120.0 120.0 108.6 100.0 93.1 875 82.7 79.2 76.2 73.6 71A 693 68.1 67.2 66A 663 663 663 72 120.0 112.1 101A 93.1 86.5 81.1 765 73.1 70.1 67.6 655 63.2 61.6 60.8 60.0 595 59.2 711 118.6 10-1.2 93.0 87.1 80.7 75.6 71.1 679 649 62.5 60,4 S8.1 S6.6 555 54.7 54A j 80 70.0 70.0 70.0 70.0 T0.0 70.0 665 63.3 1 605 1 58.1 1 56.0 S3.7 32.2 51.1 1 50.1 £p 84 700 700 700700 70.0 66S 62A 593 56.6 54.2 52.2 499 48A 473 88 70.0 70.0 70.0 701 673 629 58.8 SSA 53.2 50.9 489 46.7 45.2 92 700 700 704 69.1 639 59.4 SSA 52.7 S01 479 1 46.0 43.8 96 70.0 70.0 70.0 653 60.6 56A S2.7 499 47A 453 1 43A 413 Des- Preaeure Chart, PSF, for Norrintersected Impact - - - -� PVC 4" Mulnon H-1768, vAth 1787 cops (ming six (6) #'10 scram or 3/18° ITW Tepoorm I ---- ea ch end of mu8ion I - OPENM SEZE 39 45 51 57 63 69 753/8 81 87 93 99 !073/8 1 114 120 126 132 138 1453/8 48 314 170.0 120.0 120.0 120.0 120A 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 531/8 120.0 120.0 120.0 120A 120A 120A 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 170.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 700 63 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 117.5 116.0 115.2 1149 70,0 700 700 68 120A 120.0 120.0 120.0 120.0 120.0 120.0 1179 113A 109,6 1065 103.2 lot3 100.0 70.0 700 700 700 z 72 120.0 120.0 120.0 120.0 120.0 120.0 1139 108.8 1043 100.6 973 94.1 70.0 70.0 70.0 70,0 700 120.0 120.0 120.0 1204 112S 1059 101.0 96.7 93.0 899 86A 70,0 700 700 700 -. 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 700 70.0 700 70.0 70.0 70.0 70.0 70.0 70A 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ K76120.0 700 70.0 70.0 70.0 70.0 700 70.0 704 70.0 70.0 700 69S 673 700 70.0 70.0 70.0 700 700 700 700 70.0 700 685 682 70A 70.0 700 70.0 70.0 70.0 70.0 700 690 ' - _ ._Design Pressloa Chert, PSF, for Nan -Intersected Impact - -- -- pact PVC 4° Mullion H-1759, with 1767 c0 using six 8 012 scram - pa ng ()' of 1!4° TIW T�corte solid concrete substrate only) per each erM of muiDon _ _ _ _ OPENINGSTLE 39 4S 51 57 63 69 753/8 81 87 93 99 107 318 1I4 120 126 132 138 145 318 48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 531/8 1204 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 57 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 70.0 63 120.0 120.0 120.0 120.0 120A 120.0 120. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1201 70,0 70A 704 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120A 120.0 119.7 700 700 700 700 72 1.20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 112.6 70.0 700 70.0 700 70A .a 76 120.0 120.0 1 120.9 120.0 120.0 120.0 120.0 120.0 1 115.7 1113 107.6 1 1035 70.0 1 7010 7011 70 80 700 700 1 700 1 700 1 70.0 1 70.0 1 70.0 1 700 1 70.0 1 700 1 70.0 700 1 10.0 1 70A 70.0 _ 84 70A 70.0 70.0 70.0 700 700 70.0 70.0 70.0 70.0 70.0 70.0 700 700 88 700 700 70.0 70.0 70.0 70.0 70.0 70.0 700 70,0 700 700 70,0 92 700 704 70.01 70.0 70.0 1 700 1 70.0 1 700 1 700 1 70.0 1 70A 1 673 96 70A 700 1 70.0 1 70.0 70.0 1 70.0 1 700 1 70.0 1 69.0 1 653 1 62 S85 PROPRIETARYAND CONFIDENTIAL 10/28/2012 THE INFORMATION CONTAINED IN THIS DRAN7NG 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM$, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W WDOW SYSTEMS. INC. 18 PROHISM. SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE, 4° MULL BAR, NON -INTERSECTED I' PVC MULL BAR HAWN ' ADE A ' 09/27/2012 4° ALUM. MULL NTS No.CWS-837 " 3 OF 10 SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE, 4" MULL BAR, INTERSECTED PAWN BY: PVC MULL BAR ADE 09/27/2012 4"ALUM. MULL NTS CWS -837 4 OF 10 P 39 45 51 57 63 69 753/8 81 87 93F66.6 1103/8 114 120 126 I32 138 1453/8 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 106.6 103.4 983 94.0 89.9 86.2 82.0 42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1143 107.4 91.6 889 84.6 80.8 773 74.1 705 E� 483/4 120.0 120.0 120.0 120.0 120.0 120.0 112.9 105.8 99,1 933 79.6 77.2 73.6 70.4 67.4 64.6 61A Z 531/8 120.0 120.0 120.0 120.0 120.0 111.1 102.7 963 903 SSA 72.6 70.4 67.1 64.2 613 59.0 36.2 r 57 120.0 120.0 120.0 120.0 111.2 102.8 95.0 89.1 83.6 78.7 673 65J 623 59.5 57.0 54.7 52.1 63 120.0 120.0 118.6 108.1 993 91.8 85.0 79.7 74.8 70.5 60A 58.6 56.0 533 51.2 68 1,202!2120.0 108.4 989 90.9 84.2 78.0 73.2 68,7 64.8 613 553 539 51.5 ?2 120.0 112.1 101.4 1 925 85.1 78.8 73.1 68.6 643 60.8 573 52.2 50.7 7.53/8 119.7 146 2 939 87.7 80,7 74.8 69.4 65.2 613 5 .8 54.7 49.6 6 Design Pressure Chart, PSF, for Wersected Impact PVC 4" Mullion H-1759, with 1767 clips using six 6) #10 screws or 3116" ITW Ta -t Pa n9 ( peons per each srxi of mulUon - OPIMGSIZE a 39 45 51 57 63 69 753/8 81 87 93 99 1103/8 114 120 126 132 138 14S318 37 120.0 110.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 423/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 1103 105.0 F 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1185 1149 109.6 104.7 1003 96.1 915 V 53118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1195 108.1 104.9 100.0 95.5 913 87.8 83.6 57 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111,4 1 105.0 99.2 89.9 87.3 I 833 79.6 76.2 G8 120.0 120.0 120.0 120.0 120.0 110.0 116.1 109.0 102 3 965 911 81.7 80 3 7b.6 77 120.0 120.0 120.0 120.0 1 0.0 1173 108.8 102.2 96.0 905 8S.6 77.7 75.4 753/8 120.0 120.0 120.0 120.0 120.0 111.3 1033 97.0 91.2 86.0 81.4 1 73.9 Design Pressure Chart, PSF, for Irdersected hn ct PVC 4" Mullion H-1759, wM 1767 cl using six 8 #12 screws or 114" ITW Ta Pa ills rig ) peons (solid concrete substrate ordy) per each end of rnuHion 0PKMG81ZE iO. 39 45 51 57 63 69 753/8 81 87 93 99 110318 114 120 126 132 138 1453/8 �' 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 c: 42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 F� 493/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 1095 53118 120.0 1 0.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 1143 1095 105.1 100.1 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 101.6 97.4 92.8 63 120.0 120.0 120.0 110.0 120.0 120.0 120.0 120.0 120.0 110.0 118.8 107.6 1045 99.7 953 912 68 120.0 110.0 120.0 IZ0.0 1 0.0 120.0 120.0 120.0 120.0 1155 109.2 99.0 963 91.7 72 1 74 112 1 120.0 1 1Ilk a I 120.0 1 llnn I 120.0 11nn 120.0 I 11n 11 I 120.0 1 t/nn I 120.0 1 11nn I 120.0 I- 1 120.0 1191 1 115.0 1 1- 1 1 1083 1 1mn I 1025 new 1 93.0 1 111 f'. 903 '- _'' _• ; SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE, 4" MULL BAR, INTERSECTED PAWN BY: PVC MULL BAR ADE 09/27/2012 4"ALUM. MULL NTS CWS -837 4 OF 10 TWIN TRIPLE VERTICAL MULLION BTINWOIN LII I F-OPENIN081ZE L,9ELOt4� H SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE, 4" MULL BAR, INTERSECTED PAWN BY: PVC MULL BAR ADE 09/27/2012 4"ALUM. MULL NTS CWS -837 4 OF 10 HORIZONTAL MULLION BTINWOIN OR L,9ELOt4� I MULL LENGTH PROPRIETPRYAND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROFISITED, SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE, 4" MULL BAR, INTERSECTED PAWN BY: PVC MULL BAR ADE 09/27/2012 4"ALUM. MULL NTS CWS -837 4 OF 10 ITEM NO. PART NO. DESCRIPTION 1 H-1759 MULL, 13181 x4", FLAT, PVC 2 S-1895 DRIP ADAPTER 3 S-1896 FLANGE ADAPTER 4 5.6018 MULL COVER 5 F-1522-014 RETRO FIT MULL ANCHOR CLIP 6 F-1522-027 NEWCONSTRJFIN ANCHOR CUP 7 F -1787 -ON L -ANGLE 4" MULL CUP, STANDARD (see sheets) 8 F-1767-0OSL L -ANGLE 4" MULL CUP, FIN, LEFT(see sheet 5) 9 F-1767-OOSR L -ANGLE 4' MULL CUP, FIN, RIGHT (see sheets) 10 F -1767-007L L -ANGLE 4" MULL CUP, RETRO FLANGE, LEFT (see sheet 5) 11 F -1767-007R L -ANGLE 4" MULL CLIP, RETRO FLANGE, RIGHT (see sheet 5) 12 RETRO 010 x 1 12', PANHEAD PHILIPS ZINC 13 010 FLAT WASHER 14 F-1767-002 CAULK 15 #10 OR #12 HEX WASHER HEAD TEK SCREW'(see note below) 16 S-1896 4" HORIZ MULLION CUP, PVC 17 P-5132 MULLBAR CAP 18 #10 HEXWASHER HEAD TEK SCREW 19 #10 FH TEK SCREW -USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED W WINDOW UNIT APPROVAL DOCUMENT 11/18" a 92' DRIP ADAPTER 6.1895 r 11/4' 3 080 FLANGE ADAPTER S-1898 Lr 113/16"1 _� 7/718— `110 T PVC MULL COVER -0018 NOTE: ALL EXTRUSIONS ARE ALUMINUM 8063-T8 .836 LL TOP VIEW •— 3 12" a -a 18 4° HORIZ. MULLION CUP &1 B98 4 OUTRIDE 1 2 3118° —'47W F-1522 - 027 NEW CONSTRUCTION / FIN INSTALLATION TVP. FIN FRAME 4114° SCORE, BEND, AND BREAK .196 .150 % TO REMOVE FIN II � 1 1 3/B' I i 4"MULLBAR H-1759 DETAIL Z�— PROPRIETARYAND CONFB)ENM 10/28/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. 31 FRAME TYPE OPENING "T" MULU9AR CUP "L" MULLBAR CUP (F -16n -)WO (F -1787 -)OD() NEW NOT RECOMMENDED F -1787-M FLANGE RETRO F-1522-014 F-1767-W7(L&R) or F -1767-M NEW F-1622-027 F-1787-006(L&R) FIN RETRO F-1622-027 F-9787-006(L&R) NEW NOT RECOMMENDED F-1767-002 130X RETRO F-1522-014 F-1767.007(L&R) F-1767-002 —7M8" THRU(TYP) L114" THRU (TYP) T 7/18° �- � OUTRIDE I -4 � 7116° 1 6/16° II/�� 15/18" 2 3/16' 6 h-4718°— RETRO CUP (4) F-1522-014 900 SW 44TH AVE. ICALA, FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS - 4' MULL BAR PVC MULL BAR ' ADE ' 09/27/201 5 OF 10 cm —7M8" THRU(TYP) L114" THRU (TYP) T 7/18° �- � OUTRIDE I -4 � 7116° 1 6/16° II/�� 15/18" 2 3/16' 6 h-4718°— RETRO CUP (4) F-1522-014 900 SW 44TH AVE. ICALA, FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS - 4' MULL BAR PVC MULL BAR ' ADE ' 09/27/201 5 OF 10 I I 3' 3° 3- 10 I I 11 h-- 6 7/6' I 7/18' (lYP) --•- 114• m -P) 3 Wr 3 7/6' 1 6/8' 15/8" { a. O O 3/6- 12' 1t2" 2 314• OUTSIDE OUTSIDE 2 314• 6° B- L ANGLE 4- MULL CLIP, RETRO FLO (LEFT) F -1767-007L L ANGLE 4- MULL CLIP, RETRO FLO (RIGHT) F -1767-007R 8 3- 3' 9 Lj'1!e• 7/6"—M 67/8• I l 7/16- (TYP) --1141 (TYP) l k 4 2 314---4 ---SII OUTSIDE 5" L ANGLE 4- MULL CLIP, FIN (LEFT) F-1767-WBL (WOOD CONSTRUCTION ONLY) 4 LANGLE 4 -MULL CUP, FIN (RIGHT) F -1787 -MR (WOOD CONSTRUCTION ONLY) z� PROPRIETARY AND COWIDENTRL 10/2812012 THE INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION M PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 3- 7 LI—�7- Ne° I+87/8° ---moi T 7/16' 114- (" 1 8118• (2X) 3 7/8" I 9 I a7 3n OUTRIDE 2 7118° = 2 7/16' h 112'(V) L -ANGLE 4- MULL CLIP, STANDARD - F-1767-002 FRAME TYPE OPENING "i" MULLBAR CUP "L" MULLSAR CUP (F -1522.1X0() (F•1767400) NEW NOT RECOMMENDED F-1767.002 FLANGE RETRO F-1622-014 F-1787-W7(L&R) or F•1767 -W2 NEW F-1522-027 F-1767-WS(L&R) flN RETRO F-1522-027 F•1787-OOB(L&R) NEW NOT RECOMMENDED F-1787.002 BOX RETRO F-1822-014 F•1767-W7(L&R) F -1767-M ISEAL BEI PRIOR TC SEAL SO TOP rA*�HORIZGO € AL MULL BAR SECTION (VERTICAL MULL BAR SECTION 7 I I I I I I I I SE PF i I I FIN I I I I I I I I FIN MUST BE WHERE CONNEC' I I I , I I I I I rA HORIZONTAL MULL BAR SECTION 7 F F CEIVERTICAL MULL BAR SECTION ,/FIN FRAME WINDOW z2 PROPRSETARYAND COWMENTRL 10/28/2012 THE INFORMATION CONTAINED M THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, M. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, APPLY SEALANT ALONG FI LENGTH OF WINDOW FRA GROOVE PRIOR TO ATTACHI COl I I I I I I I �� VERTICAUHORIZONTAL MULL BAR SECTION \_7 ./ t"A t�ME DD I APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE LENGTH OF MULLSAR GROOVE PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ADAPTOR ADAPTOR I 2 0 1 �C=C� COIL r- 3 DETAIL A DETAIL B I I 1 9 6 A O O r� h I --------- O III�II Ilei j lit A TOP VIEW FIN FRAME SEE NOTES 1 & 2 (OTY 1 EA.) 11118° MAX. EDGE DIST. 3° HOSEE NOTE 1 MULLION CUP (SEE NOTE 1) 3° MULLBAR (H-1788) E (8EE SEPARATE APPROVAL FOR (SEE NOTE 4) APPROPRIATOP CHARTS) 18 OR 19 C 4- HORM TO 3- VERT. MULLSAR SECTION 8 C 4- HORIZ TO 4- VERT. MULLBAR SECTION 8 FLANGh fKWFWW SECTION A -A 18 SEE NOTE8 & 2 (QTY 2 EA.) A.) 6- MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) DIST. 11/18° MAX. EDGE DIST. MAN SEE NOTE 1 NMS: 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEM 018 AS SHOWN ABOVE 2. PRE -DRILLED HOLES (THRU HN CLIP 1897 OR 1898), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9132'. 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. PROPRIBTARYAND CONFMENTAL 10126/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1S OR 19 (SEE NOTE 4) C 6° HORI - TO 4- VERT. MULLSAR SECTION 8 FLANOt3V 1 W MON. EDGE DIST. [B) INSTALLATION ANCHOR, SEALANT BETWEEN FRAME 810 OR #12 WOOD SCREW AND OPENING BY OTHERS 1 1/4' MIN. EMBEDMENT [C) [B] 1 1 BY WOOD BUCK BY OTHERS [A] ULL a• e DDe°°• D Do.°e. ° DD e•o-Da°. D. ,D DD. a°•o °e o-oeDe°` �1 1!4 MIN. E) .Qee•e °°q ea°i• ° o ° <e°Ce•e MARCLP_ -`___:1-�� . __— 4:�J °a�ap .D:D'G° o°o D•a°' aDD CONCRETE/ MASONR Y (SEENOTE) BY OTHERS SEALANT BETWEENMBEDMENT FRAME AND OPENING BY OTHERS CONCRETE/ ?IMASONRY 2 BY WOOD BUCK BY OTHERSIIIlT aa', ° BY OTHERS [A] 3/18°DIA. OR 114"DLA. MASONRYINSTALLATION ANCHOR. ILL EXTERIOR FINISH SCREW OTHERS 7LMIN. ED GE 61ST. 1 BY WOOD BUCK [CI PERIMETER BY OTHERS (A) e MULL BAR SEALANT BY 1 1W MIN. EDGE DIST.(B]INSTALLER ° PERIMETER SEALANT b 1 BY WOOD BUCK I I SEALANT BETWEEN FRAME BY INSTALLER EXTERIOR FINISH BY OTHERS AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS (A) CONCRETE/MASONRY ° BY OTHERS MULL BAR CLIP I I I I 4' VERTICAL BY OTHERS rG ORI -MULL JAMB SECTION (SEE NOTE 2) MULL BAR 9 MULL CLIP (WOOD) INSTALLATION ANCHOR, �F 1 HORIZ. MULL JAMB SECTION JAMS SHOWN, HEAD SIMILIAR 3/18° DIA. OR 1/4' DIA. MASONRY SCREW 8 MULL CLI (MASONRY) [B] MULL BAR CLIP 4' VERTICAL MULL BAR I u IVERTICAL MULL HEAD SECTION SEALANT ALONG _ — I'I — — —� — — 9 MULL CLIP (MASONRY) OUTSIDE EXPOSED T - - J �- °' ' INSTALLATION ANCHOR, EDGE OF MULL BAR �'== 1; 3118' DIA. OR 1/4' DIA. MASONRY SCREW 4' VERTICAL-- PERIMETER SEALANT MULL BAR INSTALLATION ANCHOR, BY INSTALLER - - - - - - 3/18' DIA. OR 1/4" DIA. MASONRY SCREW D REFERENCE NOTES: @I EXTERIOR FINISH K - ° D ° ° ° ' ° ° ' D° A SEE NOTE 10, BHT 1 MULL BAR CLIP I f l BY OTHERS D D o ° D ° • o D� C SEE NOTE 2, SHT 2 �' ° D p D ° DD D ' D ' 0 1 iw B SEE NOTE 1, SHT 2 N SILL STOOL BY OTHERS COWCRETElMA80NRY D°° D° .D ° D o p D D D D D EMBEDMENT PERIMETER )JL,., I {SEE NOTE 1) ° ° • ° ° ° ' I BY OTHERS D INSTALLER I Dy Do ° D . o D . o �p �D° NOTE: °DDDo I 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE EXTERIOR = - l' EDGE DIST MIN28118' f� OF MULLED WINDOWS AFTER INSTALLATION . . (B] FINISH BY k 2. RECESS RETRO FIT CUP 1/4' FOR ANCHOR TO M K RE ID VE INSTALL ANCHORS THRU ANY THREE OF THE OTHERS TO MAKE LEVEL CLEARANCE WHEN INSTALLING WINDOW UNITS FIVE HOLES SHOWN ON EITHER SIDE OF MULL BAR. H ALTERNATE PRECAST BILL DETAIL FOR MULL BAR 8 MULL CUP (MASONRY) . O• ,De�eD�p°, °D. °D•D°p DP OD D ° O D• e e e D• ` ° fi b a ' D • ° D . o . D . ° D D 'D° DD � `° 1 1/4° MIN. EMBEDMENT I I • ® LUCAS A. TURNER FL P.E. 88201 e D ,• e D• ° e e '` ° ° °ODD D D n ° • ° D De ,D , D° ° e•D O • °b� e ® I u II II�,�j. • os Pp40REW p�IV&ftmyCONCR``4�Gp�;.•��CEN,q�.,�piMASONRY 11 MIN. EDGE DIST. O i f Q. O 07 J 0-G BY OTHERS IBI w No 58201 '• A • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 nTLE- E VERTICAL MULL SILL SECTION s 9 MULL CUP (MASONRY) TOP %'6' =Lt:w 'MULL CLIP/MASONRY INSTALLATION - 4° MULL BAR MULL CUP 1787-002 ANCHOR REQUIREMENT STATE OF but PRWRIEYARY AM CONFIDENT" 1012=012 •,e��s � ��`g SOLE ,�r "LLLORCOaPROPERTY CUSTOM , ........ I 4ALUMM712012 UNTS CADE WS-837 THE TDOW MAaER AS A�oO� rrFA INC. >�WHOLE ®Rn1 EV 9 OF 10 1ANT BEHIND BY BY OTHERS IDOW EXTERIOR FINISH #10 OR #12 WOOD SCREW BY OTHERS °•, ° 2 BY WOOD BUCK—, [C] ° [A] 4° VERTICAL PERIMETER SEALANT ° BY INSTALLER [0) SHEATHING _ –. _'J j. BY OTHERS JL l — 4 -- MULL BAR CL (SEE NOTE 2) PERIMETER SEAL BYINSTALLER SEALANT BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS I VERTICAL MULL HEAD SECTION 10 77r- - - Ir 718° MIN. EDGE DIST. (C) —2 8Y WOOD.BUCK BY OTHERS [A] I 1 3W MIN. EMBEDME 133 (MIN. EMC' DMENT) INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER 2 BY WOOD BUCK—, [C] BY OTHERS [A] 4° VERTICAL MULL BAR 718° MON EDGE DIST [0) SHEATHING BY OTHERS EXTERIOR FINISH f BY OTHERS o SEALANT BEHIND--/ FIN BY OTHERS WINDOW WRAP BY OTHERS MULL BAR CUP (SEE NOTE 2) INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [C] 13/0' MIN. ceFo i. 718° MIN. EDGE DIST. 0 (C) SHEATHING BY OTHERSJQVERTI-CAL MULL SILL SECTION 10 RETRO CUPlFIN FRAME (WOOD) IC) L119114 INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [C) MULL BAR CUP (SEE NOTE 2) —PERIMETER SEALANT iviu BY INSTALLER C_K�_ ORIZ.ULLJAMBSEGTION 10 LANGLE CUP/FIN FRAME DOD) 1. RECESS RETRO MULLION CLIP 1/4" FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION, X� PROPMETARYANDCOWMENTAL 10/28/2012 THE INFORMATION CONTAINED IN TMS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMBTTED. REFERENCE NOTES: A SEE NOTE 10, BHT 1 B SEE NOTE 1, SHT 2 C BEE NOTE 2, 8HT2 Florida. Building Code Online . 1 Page 1 of 2 oA,asP nab=YaaM1W96t576cf6sai par(Mente, BM Horne Log In User Regisbration Hot Topics Submit Surcharge Stats & FaM PubUMUOM FBC Staff BaS Site Map Urft Search HoMa ,! r I OUPSM public User Regulation rgr . „tSY; product .. —y M -e ft-ft_r. or AcatiMons > Analkaft > A"Rafflon DoWU FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall 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) FL14850-RI Revision 2010 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Terrace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL14850 R1 COI EvalReo CWS -641A CSD -8750. IMPACTi.odf Standard Year AAMA/WDMA/CSA/101/I.S.2/A-440 2005 ASTM E 1300 2004 ASTM E 1886 2005 ASTM E 1996 2002 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW... 7/31/2013 Florida Building Code Online PA TAS/201/202/203 Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Method i Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Page 2 of 2 1994 Summary of Products FL * Model, Number or Name Description 14850.1 SD -8750, Impact. SD -8750 French Door w/ SD -8710 Sidell hts, Im ac. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14850 RI II CWS -641A (SD -8750. IMPACT).Ddf Verlfled By: Lucas Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other. Large Missile French Door w/ Sidelights, Max. FL14850 Ri AE DuPont PVB NOA 11-0624 01.odf French Door 6' x 8', Max. Single Door 3' x 8', Max. FL14850 Ri AE DuPont SGP NOA 11-0624 02.odf FL14850 R1 AE EvalReD CWS -641A (SD -8750. Sidelight 3' x 8', DP +/- 70 psf. IMPACT).odf FL14850 R1 AE Mikron NOA 11-0830 04.Itdf Created by Independent Third Party: Yes sack Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cocydaht 2007-2010 State of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pubdlc-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for offidal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dict h2m. Product Approval Accepts: securi mv-rRics, http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW... 7/31/2013 40° MAX SINGLE DOOR WIDTH 26 6/8° GLASS DLO A 97° MAX UNIT - HEIGHT 1 95 3/18° 37 5/8" X PANEL B HEIGHT 26 6/8' 84 3118° SEE GLASl GLASS NOTE DLQ I Ii —37 618" PANEL WIDTH n 20° 8 1/2° A SINGLE DOOR 79° MAX FRENCH DOOR WIDTH 37 5/8" PANEL WIDTH 26 6/8' GLASl C 9531 X I �/ X D HE Ci FLUSH SOLT ON ANTIVEN PANEL 84 3/18" NOTE 4 GLASS I DL C FRENCH DOOR DLO 97" MAX UNIT HEIGHT 6° L IT NOTE: HINGE SPACINGS ARE 8 1/2° FROM ENDS 36 3/18° MAX UNIT WIDTH AND A MAX OF 20" ON CENTER FOR 81° TO 97° 33 5/8° SIDELITE WIDTH UNIT HEIGHT. 22 5/8° GLASS DLO 97° MAX _ UNIT I t 94 5/8° F O F SIDELITE HEIGHT i DESIGN PRESSURE RATING f%0 83 6/8° GLASS DLO r TABLE OF CONTENTS E GENERAL NOTES & ELEVATIONS 14 SIDELITE ANCHOR DETAIL & NOTES.................4 �� GLAZING DETAIL..................................b uroMaTw .P.E 2011-12-0709:36-08:00 SECTION VIEWS..................................6-8 12/07/11 BOM......................................................9 PROPRIErARYAND CONFIDEA1M EXTRUSIONS......................................10 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAILS ..............."' 11-14 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 5) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWWG W/ SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(% W/SIDELITE(S), SIDELITE NON ATTACHED 4. LOCK OPTIONS: *UPTO 6'8": &DOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @36-) B.MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34) C.MULTIPOINT(4PTxHANDLE SET 0341. ABOVE 8'8": A.MULTIPOINT(SPTXHANDLE SET @ 34'). 5. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 6. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL-210-3761-1,1A, 1 S, 1C, 2,2A 10. 1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES / MODEL DESIGNATION: SD -8700, FD -8760, SLT-8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 18. THE DESIGNATION T AND'O' STAND FOR THE FOLLOWING: X -OPERABLE DOOR, 0= FIXED PANEL. 97` MA UN HE 36 3/16" MAX - SIDELITE WIDTH 33 5/8" PANEL WIDTH 94 5/8" SIDELITE HEIGHT 83 5/8° SIDEV GLASS 22 5/8" GLASS DLO aav+oa u�ai GLASS DLO FRENCH DOOR W/ SIDELITES 76 3/16° MAX UNIT WIDTH 40" MAX SINGLE DOOR WIDTH 37 5/8° DOOR WIDTH Il 1613/8" MAX UNIT WIDTH 38 3/16" MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 6/8"37 5/8" MAX PANEL WIDTH PANEL WID UN17 14 7 12 v HEIC 95 3/18" 946/8' O �/ 95 3/16" PANEL SIDELITE /� X PANEL HEIGHT MAX FLUSH HEIGHT 84 3/16° 8.15 BO 7 DOOR PANEL SIDELITE tNACTIV 84 3/18" K GLASS DLO GLASS SEE PANEL DOOR PANE DLO NOTE 4 GLASS DLO � T 225/8' C G GLASS DLO 12 GHT SIDELITE W/ FRENCH DOOR 94 5/8" O X X 0 SIDELITE HEIGHT FLUSH BOLT 83 5/8" ON SIDELITE SEE INAoTNE PANEL GLASS NOTE DLO / SHT 7 �1 11 22 5/8° 26 5/8° 36 3/16" MAX - SIDELITE WIDTH 33 5/8" PANEL WIDTH 94 5/8" SIDELITE HEIGHT 83 5/8° SIDEV GLASS 22 5/8" GLASS DLO aav+oa u�ai GLASS DLO FRENCH DOOR W/ SIDELITES 76 3/16° MAX UNIT WIDTH 40" MAX SINGLE DOOR WIDTH 37 5/8° DOOR WIDTH Il HEAD 963/16 PANEL HEIGHT 84 311 S" DOOR PANEL VkLL FRAMES AR GLASS DLO PAECHANICALLY FASTENED �Z 26 5/8° PROPIWARYANDCONFIDENM 12/07/11 GLASS DLO THE INFORMATION CONTAINED IN THUS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISITED, DESIGN PRESSURE RATING V0 36 3/16° MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH 115 3/16" MAX UNIT WIDTH 79° MAX FRENCH DOOR WIDTH %97" 37 5/8" DOOR WIDTH 1 H D UN17 14 7 12 v HEIC 95 3/18" 946/8' O �/ 95 3/16" PANEL SIDELITE /� X PANEL HEIGHT HEIGHT FLUSH HEIGHT 84 3/16° 8.15 BO 7 DOOR PANEL SIDELITE tNACTIV 84 3/18" GLASS DLO GLASS SEE PANEL DOOR PANE DLO NOTE 4 GLASS DLO � j jSHT1 j E 225/8' C G GLASS DLO 12 14 SIDELITE W/ FRENCH DOOR HEAD 963/16 PANEL HEIGHT 84 311 S" DOOR PANEL VkLL FRAMES AR GLASS DLO PAECHANICALLY FASTENED �Z 26 5/8° PROPIWARYANDCONFIDENM 12/07/11 GLASS DLO THE INFORMATION CONTAINED IN THUS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISITED, DESIGN PRESSURE RATING V0 40" MAX 335/8° 37 6/8" ANEL WIDTH 79" MAX FRENCH DOOR WIDTH SINGLE DOOR WIDTH 37 5/8" 37 6/8" PANEL WIDTH PANEL WIDTH 26 5/8° 28 5/8" 26 6/8" FLUSH GLASS DLO GLASS DLO GLASS DL BOLT 8 112" O X 81" X O SEE MAX NOTE 4, UNIT FLUS L BHT 1 1 215/16" FLUSH HEIGHT BOLT 793/16- 26 5/8" BOLT 79 X PANEL X X DEL OR DOOR HEIGHT PANEL88 3/18° HEIGHT I DOOR PANEL 68 3/18° SEE GLASS DLO SEE DOOR PANE NOTE 4, NOTE 4, GLASS DLO SHT 1 J L f SHT 1 4 SINGLE DOOR FRENCH DOOR NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 21 5/18" ON CENTER FOR UPTO 81" UNIT HEIGHT. 36 3/16" MAX SIDELITE WIDTH t W. MAX UNIT HEIGHT 78 6/8" SIDEL HEIGHT 67 6/8" SIDELITE GLASS DLO 22 6/8" 1513/8' MAX UNIT WIDTH 79" MAX FRENCH DOOR WIDTH 335/8° 37 6/8" ANEL WIDTH PANEL WIDTH FLUSH BOLT O X X O SEE NOTE 4, 9 4 L BHT 1 1 26 5/8" t- 36 3/18" MAX SINGLE DOOR WIDTH 336/8 3 618° IDELITE LD 22 5/8" ( LASS DL BMAX 78 5/8" UNIT 81" SIDELITE HEIGHT HEIGHT MAX UNIT O HEIGHT 67 6/8" SIDELITE GLASS DLO SIDELITE 912 3/8° MAX UNIT WIDTH 36 3/18" MAXJ40" MAX SIDELITE WIDTH 33 5/8" 37 5/8" SINGLE DOOR WIDTH PANEL WIDTH PANEL WIDTH 81" MAX UNIT 57 FLUSH HEIGHT BOLT 79 3H8" 78 518" DOOR SIDELITE O X O PANEL HEIGHT HEIGH' 875/8" SEE 68 3/18" SIDELITE NOTE 4, DOOR PANEL GLASS / BHT / GLASS DLO 79 3/18" DL DOOR PANEL HEIGHT 22 5/8° 26 5/8" 66 3/18" GLASS DLO GLASS DLO DOOR PANEL SIDELITE-DOOR-SIDELITE GLASS DLO A UPDATED PER 2010 FBC 11 LUCAS A. TURNER, FL P.E. 88201 GLASS DLO GLASS DLO FRENCH DOOR WISIDELITES DESIGN PRESSURE RATING PROPRIETARY ANDCWMPNTIu 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM t70 WINDOW SYSTEb19, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMI9810N OF CUSTOM WINDOW SYSTEMS, INC. 16 PROHIBITED. 4 EXTRA ANCHORS 4" 4" -_ SEE NOTE #2 REQUIRED IN WOOD 2" 2" S" INSTALLATIONS. B" " MIDSPAN 2 8" MAX S" MAX 2" 8" MAX 4" MIDSPAN 8" MAX � 8 1!2" 1 17" 'F- ANS CHO O I / / d / / 1� T % THRU 17" MAX ' I MAX O.C. HINGE O.C1 T!) 21 5118" MAX. SEE NOTE #2 SIDELITE DOOR / SIDELITE I NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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 1/18" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 1!4" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 8. 910 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 3/18" DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1118" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 213/18" SHALL BE ACHIEVED. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL RE, 68201 A UPDATED PER 2010 FBC 11!14/2011 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. aB�uooh�q 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: •s��e�D� TVG .mac., A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-O.W (SOUTHERN PINE OR GREATER) �� OG E A�;g'ty'1' B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL �� v +• F ".;� " v «s 'w s rare .ti C. MASONRY - STRENGTH CONFORMANCE TO ASTM C.90, GRADE N, TYPE 1 (OR GREATER). + 1••`"• -.r,.` No 58201 ;1Ot: 1800 8W 44TH AVE. * * OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE =lCw Tom' ANCHOR SCHEDULE s NOTES -NON IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE + ril: 6TATE 1]F �'�+ WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: '.O 9, $r r SERIES: RAW�SY: ATE: MNWDMAAAMA 1250 (FINWINDOWS), WINDOWS), ), FMA/AAMAMfD EEXTERI R DOORS . THE INFORMATION CONTAINEDiN B �R AND o �e iwee SOLE aRoaeRTr o /ero►e ,,i�S�d R t O' R �` �++ MODEL 8700$750 CALE: E vdo. NO.12/5/2011 (()WINDOWRITTEN YSMS,IN.A OF U anRODoowsys ,inRicASAWHoOLTEoTUT� ��I�tAll � �S��PVC SWING DOOR Ev.A HeET: 4OSF81447 MIDSPAN MAX C.+(TYPO 4" " 2" 4" q" � 4" i JERALL TEMPERED AIRSPACE LAMI ANNEALED GLASS DUPONT PVS INTERLAYER ANNEALED GLASS FULL SIZE GLASS TYPE A 4FLEX 662 or PURFECT GLAZE"I SITE 1" OVERALL -3/16" TEMPERED 3B" AIRSPACE 7/16" LAMI 3/16" ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS SIKAFLEX 662 or EL - PURFECT GLAZE "H" BITE FULL SIZE GLASS TYPE B 12/07/11 PRCPRIETARYAND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. UPDATED PER 2010 FBC .r --- I VO! !nlyw S6 -rA5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: GLAZING -FACT 11/14/20111 ADE ° 'C: 12/6/2011 1:1 wo.No.:CWS-641 A H : 6 OF 14 WITH HEG-ff MAX SMITE MAX SINGLE MAX FRENCH 81"MAX TYPEA TYPEA TYPEA 9T' MAX TYPES TYPES TYPES UPDATED PER 2010 FBC .r --- I VO! !nlyw S6 -rA5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: GLAZING -FACT 11/14/20111 ADE ° 'C: 12/6/2011 1:1 wo.No.:CWS-641 A H : 6 OF 14 r SECTION VIEW A -A ALTERNATE 1 MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12,13,16-17,22,43,48,64,67,68 ITEMS NOT USED IN VERSION SHOWN: 2,3,8,9,16,16,26-28,30-34,38-40,43,52,53,80,82,86,68,72,78 17-11— PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC, IS PROHIBITED. SECTION VIEW B -B ALTERNATE 2 MULTIPOINT LOCK A I UPDATED PER 2010 FSC 11/1412011 Wf V^JIPdFI+��`✓ `,`i `TEia15 1900 SW 44TH AVE. OCALA, FLORIDA 34474 SECTION VIEW - SINGLE DOOR ERIES:8700-8760 BY: ADE DATE: 1215/2011 oDEL:PVC SWING DOORS' NTS'No'`CWS 641 R: A EET: 6 OF 14 SECTION VIEW C -C SECTION VIEW D -D xz PROPRIETARY AND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THE DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROMSTTED. ITEMS NOT SHOWN FOR CLARITY: 10-12,13,16-17,22,28-28,38-38,43,64,67 ITEMS NOT USED IN VERSION SHOWN: 8,8,16,18,26,40,42,46,48,48,62,63,68,80,74,76 .T t d1f77 SECTION VIEW E -E ER SECTION VIEW F -F SEALANT APPLIED TO 16 ADJOINING FACES T BYINSTALLER ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 1 -3,6,7,8 -16,17,18,20,21,23,24,26,27,30.39,41,44-46,48-62,6y4-68, 68-61,63-71,74, 76 PRO+RR:TARYANDCONPMENTYIL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SEALANT APPLIED TO ADJOINING FACES BYINSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX ON CENTER. 010-24 z 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) .078 DOOR HEAD -1833 4 9/16" .062 9 91116" DOOR SILL -1878 6 4 9/16" a78 r l—jll -1, 6" 7 DOOR JAMB -1880 PVC DOOR PANEL -6083 r-1.470 5 1118" 2 838 REINFORCEMENT -1861 —49/16" 1--1.470 .078 q J21/2" 1/18"2.938 SIDELITE-1881 a REINFORCEMENT -1860 ALL EXTRUSIONS ARE 8061-T6 ALUMINUM 81 �� 2.281 REINFORCEMENT -1857 REINFORCEMENT -1868 —2.437 fig 1 .070 180 THRESHOLD -1783 �3"� .080 2" 66 Ob0 ASTRAGAL COVER -1859 y FRAME COVER -1808 MIh PROPRIETARY AND CO2Vn%L 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 318° —moi 1/18° I 34° SIDELITE COVER - 1816 1 15/18" 89 1/18" 3/4" BASE SWEE -1915 8 INSERT, FRONT -1864 78 1/18" REINFORCEMENT -1862 1 118" 1H� DRIP CAP - 7817 Z608 9 so 3380 1314' —►I FILLER -17874 11�° 85 INSERT, INACTIVE PNL-1849 1 1118° 13116" 88 .818 1.077 PVC GLAZING BEAD - 8084 INSERT, BACK -1885 6!8" 1118" 64 9/16" HEAD COVER -1840 0 3/4" 13116' 1118° DRIP COVER -1918 21/2° MIN EDGE DIST. [C] EXTERIOR FINISH BY OTHERS PERIMETER SEAL BYINSTALLER INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR [C] vP dp�'o�O'oP PERIMETER SEALANT BYINSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS — 11/4" MIN. EMBEDMENT [C] 114° MAX. SHIM [B] 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INSTALLATION ANCHOR, 1/4° DIA. MASONRYANCHOR.[C] — CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY >� BY OTHERS o. 1/9 MAX SHIM CONTINUOUS DOUBLE 3/16° BEADS OF 6 AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. 'N'N4. pep"D D4. oE'fD 4 p D". A. • p D D S p D D D 1 114" MIN. 21/2° MIN. EMBEDMENT[C] zZ EDGE DIST. [C] 12/07/11 PROPRIETARY MD CONFfDENii4L (AIVERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRAME (MASONRY) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC, IS PROHIBITED. PERIMETER SEALANT—J BYINSTALLER EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS. [A] -� 9 1.L4_ MIN. EMBEDMENT [C] —SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] HORIZONTAL SECTION FRAI (MASONRY) REFERENCE NOTES: ) SEE NOTE 10, SHT 1 BI SEE NOTE 2&3, SHIT 4 [C] SEE NOTE 4, SHT4 (O] SEE NOTE 6, SHT 4 (EI SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, c 114" MASONRY ANCHOR. [C] am dm e' a' m am INSTALLATION ANCHOR, T C' 3/16° FLAT MASONRY ANCHOR THROUGHHINGE, [E] 1m d 'm C ma 21/2" MIN EDGE DIST. [C] —SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] HORIZONTAL SECTION FRAI (MASONRY) REFERENCE NOTES: ) SEE NOTE 10, SHT 1 BI SEE NOTE 2&3, SHIT 4 [C] SEE NOTE 4, SHT4 (O] SEE NOTE 6, SHT 4 (EI SEE NOTE 6, SHT 4 INTERIOR INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY BY OTHERS AaDp nD 'Q A D 'b 1 7/4" MIN. IF 21 W MIN. EMBEDMENT [C] ZZ EDGE DIST. [C) (@ �yERTi SEC [ON PROPRIETARY AND cora IDearn� 12/0 7/11 FRAME -77� THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM IW ) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [El V a�bo��$ba 13/9° MIN. PERIMETER SEALANT EMBEDMENT [D] BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: IA) SEE NOTE 10, BHT 1 HORIZONTAL SECTION IS) SEE NOTE 2&3, BHT 4 ,/FRAME (WOOD) IC) SEE NOTE 4, SHT 4 101 SEE NOTE 6, SHT 4 IE) SEE NOTE S, SHT 4 A. TURNER. FL P.E 68201 G INSTALLATION ANCHOR, ''j ! MIN. #12 WOOD ANCHOR. [D] I EDGE DIST. [D) ��e EXTERIOR FINISV 1318' MIN. — r BY OTHERS �•� EMB [D] EM EDMENT +INTENT' + [Dj 2 BY WOOD BUCK 1//° MAX. SHIM [B] 119° MAX SHIM [Bj BY OTHERS. [A] PERIMETER SEALANT BY INSTALLER ❑ 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY [A] EDGE DIST. P)SUPPORTED. CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT I AROUND PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL ---111 POINTS BETWEEN FRAME AND SILL BY INSTALLER. BY INSTALLER. T\ INSTALLATION ANCHOR, , 012 WOOD ANCHOR. (D) INTERIOR INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY BY OTHERS AaDp nD 'Q A D 'b 1 7/4" MIN. IF 21 W MIN. EMBEDMENT [C] ZZ EDGE DIST. [C) (@ �yERTi SEC [ON PROPRIETARY AND cora IDearn� 12/0 7/11 FRAME -77� THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM IW ) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [El V a�bo��$ba 13/9° MIN. PERIMETER SEALANT EMBEDMENT [D] BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: IA) SEE NOTE 10, BHT 1 HORIZONTAL SECTION IS) SEE NOTE 2&3, BHT 4 ,/FRAME (WOOD) IC) SEE NOTE 4, SHT 4 101 SEE NOTE 6, SHT 4 IE) SEE NOTE S, SHT 4 A. TURNER. FL P.E 68201 INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR [C] 2,712° MIN EDGE DIST. [C] o� V. .1 �' d EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER a—i SEALANT BETWEEN BUCK AND OPENING BY OTHERS 114"_ MIN. EMBEDMENT [C] CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 14« MAX. SHIM [B] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 114" DIA. MASONRY ANCHOR [C] —CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. PERIMETER SEALANT " NVIYVRGIGIYfN7V1YRi BY INSTALLERn 11 BY OTHERS 4e D'Do 0n> ,p Pon o. 'A �q n m D n° 11/4' MIN. I+ 2JM MIN EMBEDMENT JCI lz�2— EDGE DIST, [C] PROPRIETARY AND CONFIDENTAL 12/07/11 (T�VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRAME (MASONRY) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1 BY WOOD BUCK BY OTHERS, (A] 714_ MAX SHIM [BI 1 1/4" MIN. EMBEDMENT [C] m,e INSTALLATION ANCHOR a' aA 1/4" MASONRY ANCHOR. [C] a�ad 4' 4' a e� 212 MIN .de EDGE DIST. [C] _a SANT BETWEEN EAL BUCK AND OPENING PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS VERTICAL 6ECTION REFERENCE NOTES: FRAME (MASONRY) III SEE NOTE 10, BHT 1 IBI SEE NOTE 2&3, BHT 4 ICI BEE NOTE 4, SHT 4 [D] SEE NOTE b, SHT 4 IEI SEE NOTE S, SHT 4 INSTALLATION Pj , i[-1 MIN. [D] #12 WOOD ANCHORHOR II EDGE DIST. EXTERIOR FINISH 8y2a ] 31W MIN. BY OTHERS . "�• EMBEDMENT [D] F7144° MAX. SHIM [B] PERIMETER SEALANT BYINSTALLER 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. PERIMETER SEALANT BYINSTALLER CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] Qpn. percppop�p p4p•p�D D p p 2AW MIN. .- EDGE DIST. [C] VERTICAL SECTION FRAME (WOOD) CONTINUOUS DOUBLE 3/16" BEADS OFEE AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. CONCRETEMIASONRY BY OTHERS -11/4« MIN. EMBEDMENT [C] 1Z PRCPRIETARYANDCONFIDENTPL 12/07/11 THE INFORMATION CONTAMM IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISM. 7/4° MAX SHIM [e] —7 PERIMETER SEALANT BYINSTALLER 1318° MIN. EMBEDMENT[D] 7' MIN. EDGE DIST. [D] INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] 2 BY WOOD BUCK BY OTHERS. [Al mos o o, fa EXTERIOR FINISH BY OTHERS REFERENCE NOTES: ®VERTICAL SECTION IA1 SEE NOTE 10, BHT 1 FRAM (WOOD) (B] SEE NOTE 283, SHT 4 [C] SEE NOTE 4, SHT 4 (D] SEE NOTE 6, BHT 4 (E] SEE NOTE S, SHT4