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WS-13-2527Miami Shores Village Building Department 10050 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: BiJII.DING NOV 0 71013 FBC 201 Permit No. Master Permit No. 13 ROOFING JOB ADDRESS: —11-1 AJw I00 - P— W City: Miami Shores County: Miami Dade Zip: Co 1 Folio/Parcel#: I I. 3101-, O Z Z - 0 Z 27)n Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder):, NO Flood Zone: Address: ) ) -1 d W I D 6 Vv City: �� L� S&L"z r g2 -'> State: ri_ zip: 3 3 I (01 1 , � Tenant/Lessee Name.. Email: CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURN TT Phone#: 954-7924415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS@FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit: $_ C) -a'-'161 Square/Linear Footage of Work: Type of Work: DAddition Description of Work: ❑Alteration ❑New Color thru tile: 0 Submittal Fee $ G -Ob Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Notary $ Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ ❑Demolition Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A 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 a reinspection fee will be charged. Signature Signatur er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 105%) , 20 Z, by /J AN c4 ekng.e¢ V&A o5-ec ote day of BOJ , 20 A3, by WAYNE T. BURNETT who is personally known to me or who has produced who is personally known to me or who has produced sKidentification and who did take an oath. as Iden cat on and who did take an oath. NOTARYPUBLI NOTARY P Sign: Sign: C Print: CAROLI A MARTINEZNFy Print:CARO My Commission xpires: GPM�ONTpe 23•� My Commissi .s�"et"4u"ta. tsS'.op;dgIS Y�b�OU�a MARTINEZ � p��1S�etrUnd21rs APPROVED BY \_JPlans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami -Dade My Home i My Home Show Me: Property Information Search By: Select Item 2 Text only Report Homestead Fraud Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11-3101-022-0230 Property: 117 NW 100 TER Mailing NANCY JONES VAN Address: HOOSEAR Beds/Baths: 17 NE 109 ST MIAMI Floors: SHORES FL Living Units: 33161-7039 Property Information: Primary Zone: 0800 SGL FAMILY - $72,981 $58,385 1701-1900 SQ CLUC: 0001 RESIDENTIAL - $160,560 $156,257 SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 d' Sq Footage: 11,279 Lot Size: 18,1100 SQ FT Year Built: 1940 1 53 41 GOLD CREST Legal PB 21-56 W1/2 OF LOT Description: 8 LOT 9 BLK 3 LOT SIZE 75.000 X 108 OR 17609- 1944 0497 1 Assessment Information: ear: 2013 2012 Land Value: $72,981 $58,385 Building Value: $87,579 $97,872 Market Value: $160,560 $156,257 ssessed Value: 1 $160,560 $156,257 Taxable Value Information: ear: 2013 2012 Taxing Authority: Applied Applied Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $0/$160,560 $0/$156,257 County: $0/$160,560 $0/$156,257 Cit : $0/$160560 $0/$156,25 7 School Board: $0/$160,,560 $0/$156,257 Sale Information: Sale Date: 5/2004 Sale Amount: $210,000 Sale O/R: 22361-3953 Sales Qualification Description: Sales which are qualified View Additional Sales Additional Information: Click here to see more informs ion for this 1property: Community Development District Page 1 of 2 Aerial Photography - 2012 0 110 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at gisAmiamidade.gov. Web Site © 2002 Miami -Dade County. All rights reserved. Legend , Property Boundary Selected Property Street Highway Miami -Dade County ■ Water W+E S http://gisims2.miamidade.gov/myhome/propmap.asp 10/29/2013 5 �4 4 a a ' S a a ,= q h• (GCp - GCp �l V (mph) 178 1620 FBC &rHVHZ, or Fig. 26.5.1. RiskCa.gory B Table 1.5-1. pagc2 Bapoe.¢a C Section 2&7 64 043 TaldoM.6-1,psg.250 Ra IFiVM26.8-1,pego252 WIN &IS .0.18 0.55 phob drmf 31D 14.0 degam WA 14.0 dog am Speale8y F�neerNg Correullenls, Ina 4aytpF.�p� 1888 8W 30 Arenas, Butte 020 Boynton Beach, FL 334328 FL CA 0 009217 DadeH Hmcb MEMEN, I 163 136 156 Low to 2 173 1 170 170 Sio F Risk CaL 3&.4 1 186 1 180 190 I H.Sm l -I FORMUSS OCT Q82013 AmadwmPcPW Amofooincount Am ofootnummul Ares of A-afmagionant Area ofcomvo=M Area of Am. oP Amof Amof I 15.0 sf 20.0 sf 25.0 d 30.0 of 35A of 40.0 of 45.0 d 1 50.0 of 55.0 of 60.0 sf M=Rod Zone 3 Zone 4 Zone 5 e4 Zone S Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zones Zone 4 Zone 5 Zqw4 40.1 40.1 38.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 33.0 35.0 IS 43.4 -33. 42.2 -51.3 -43.4 -53.6 41.4 -49.8 41.0 49.0 40.6 48.3 40.2 47.5 -39.8 -46.8 -39.4 46.0 -39.0 -432 -38.6 -44. .6 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 371 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 -54.4 42.8 -52.0 44.0 -54.4 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 44.6 -55.1 42.5 1 -51.1 42.1 1 -50.4 41.7 1 49.6 413 1 48.8 40.8 1 -48.0 1 40.4 47.2 1 40.0 46,4 -39.6 45.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 371 371 1 36.836.8 36.3 36.3 - IS 45.1 -55.7 43.9 -53.3 45.1 -55.7 43.0 -51.8 42.6 -51.0 422 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 -40.1 46.2 42.1 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39,0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7. 19 45.7 -56.4 44.4 -54.0 45.7 -56.4 43.5 -52.4 43.1 -51.5 42.7 -50.7 422 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 416 41.2 41.2 426 416 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 46.2 -57.0 44.0 -529 43.6 -52.1 43.1 --51.3 417 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43,0 43.0 41.6 41.6 43.0 43,0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 ' 37.5 37.5 21 1 46.6 1 -57.6 45.3 -55.1 46.6 1 -57.6 44.4 1 -53.5 -44.0 1 -52.6 43.6 1 -51.8 43.1 1 -51.0 42.7 1 -50.2 1 42.3 49.4 41.8 48,5 41.4 47.7 43.4 43.4 410 42.0 43.4 43.4 41.1 41.1 40.7 40.7 401 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 47.1 -58.1 -44.9 -54.0 -44.4 . -531 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 421 49.0 41.8 481 43.8 43.8 424 42.4 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 383 383 23 47.5 -38.7 46.2 -56.2 47.5 -58.7 45.3 -54.5 44.9 -53.7 44.4 -528 44.0 -520 43.5 -51.2 43.1 -50.3 42.6 49,5 1 42.2 48.7 44.2 44.2 428 42.8 44.2 441 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 48.0 -59.2 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -515 43.9 -51.6 43.5 -50.8 43.0 49,9 42.6 49.1 44.6 44.6 43.2 43.2 44.6 44.6 422 422 41.8 41.8 413 413 40.8 40.8 403 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 1 -59.7 47.0 -57.2 48.4 1 -59.7 46.1 -55.5 45.7 1 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 43.0 45.0 43.5 43.5 45.0 45.0 42.6 426 421 42.1 41.6 41.6 411 41.2 40.7 40.7 401 40.2 39.7 39.7 393 393 26 -48.8 -601 47.4 -57.6 48.8 .60.2 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 1 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43,9 45.3 45.3 429 42.9 42.4 42.4 410 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 49.2 -60.7 46,9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -529 44.6 -52.0 1 44.1 -51.2 3.6 -50,3 45.7 45.7 44.2 44.2 45.7 45.7 43.3 43.3 42.8 42.8 42.3 413 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 49.5 -61.2 47.2 -56.8 46.8 -55.9 -46.3 -55.1 45.8 -$4.2 45.4 -53.3 44.9 -514 -44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 426 42.6 42.1 411 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 1 49.9 -61.6 48.5 -59.0 49.9 -61.6 1 47.6 -57.2 47.1 1 -56.3 1 -46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 -520 44.3 1 -51.1 46.3 46.3 44.9 44.9 46.3 463 43.9 43.9 43.4 43.4 42.9 42.9 424 424 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.3 30 -30.3 -62.1 48.9 -59.4 -50.3 -611 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 -46.0 -54.1 45.6 -53.2 45.1 -523 .6 -51.4 OCT Q82013 MIAMI SHORES BUILDING DEPARTMENT r PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 117 NW 10o Ten• MIAMI SHORES FL 33150 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR FL14850.1 +70.0 -70.0 +40.1 -53.6 30 3/4 x 81 NO NO YES 2 WINDOW FL16177.1 y -43.4 35 3/4 x 371/8 3 41 1� 11. 35 3/4 x 501/2 4 y 41 -53.6 35 7/8 x 38 5 FL7067.1 +60.0 -60.0 7/8 x 38 6 FL16177.1 +70.0 -70.0 35 7/8 x 501/2 7 y .�. .j. .L -43.4 17 7/8 x 381/4 8 �' y •�• •l• .1• -53.6 35 7/8 x 501/2 9 .l. FL7067.1 +60.0 -60.0 ,y 72 7/8 x38 10 FL7067.4 54 x 501/2 11 11� 41 12 FL7067.1 -43.4 723/4x621/2 13 .), FL7067.4 37 x 301/2 14 15 16 17 18 19 20 21 22 23 24 Florida Building Code Online Pagel of 2 :-.!fir- _ � L �_ - :'•tG.�'�.:c. da rp_X: Tff tr' SCIS Home : Log In ' User Registration Hot Topes : Submit Surcharge Stats & Facts Publications FaC Staff . SM Ste Map Links Search ; 3usiness , roessp'/''yg('' �'ypj�'�q[[ Product Approval i�r®E USER Public User P_Caduct Amnoval Menu > Roduct or Aooliretim Search > AvAla tion List > Applbatian Detail 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 Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 14 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 05/17/2016 Validated By Steven M. Urich, PE vP Validation Checklist - Hardcopy Received Certificate of independence FL16177 R0_ COI EvalRep CWS -812A (SH -8100. Impact. 53x6 NOSIIIAnch).odf Referenced Standard and Year (of Standard) Standard AAMA/ W DMA/CSA/ 101/I. S. 2/A440-08 ASTM E 1300-04 ASTM E1886-05 Year 2008 2004 2005 http.//www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIOy... 4/18/2013 _ FL # FL16177 -� Application Type New 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 rrdafevre@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 Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 14 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 05/17/2016 Validated By Steven M. Urich, PE vP Validation Checklist - Hardcopy Received Certificate of independence FL16177 R0_ COI EvalRep CWS -812A (SH -8100. Impact. 53x6 NOSIIIAnch).odf Referenced Standard and Year (of Standard) Standard AAMA/ W DMA/CSA/ 101/I. S. 2/A440-08 ASTM E 1300-04 ASTM E1886-05 Year 2008 2004 2005 http.//www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIOy... 4/18/2013 Florida Building Code online 4 ASTM E1996-06 PA TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/2612013 Date Approved 04/09/2013 Page 2 of 2 2006 1994 of Products FIL # Model, Number or Name Description 16177.1 SH -8100 PVC Single Hun SH -8100 PVC Single Hung Impact Resistant window. L m of Use Installation Instructions Approved for use in HVHZ: Yes i Approved for use outside HVHZ: Yes FL16177 RO H CWS -812A (SH -8100 Impact 53x63 N Impact Resistant: Yes Design Pressure: +70/-70 Other: SH -8100 PVC Impact, Max. FI. size 35, no sill anchors required. Safety glazing required on outer lite above 30 ft. In HVHZ. Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16]77RO AE DuPont PVB NOA 11-0624 01 pdf 1=L161,77 RO AE EvalRep MS -812A (5H-8100 Imnact. S3x63, NoSIIIAnchl.odf FL16177 R0 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes Contact US:: 1440 North Monroe Street Tallahassee FL 32349 Phone: 850-487-1824 The State of Flarida Is an AA/EEO employer. Copydnht 2007-2010 Slate Of Florida.:: Privacy Slatment :: Aoessibift Statement :: Refund Stater, Under Florida law, emaq 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. IrnYead, mrRact the Office by phone or by traditional mail. If you have any quest[Ons, please contact 850.487.1395. *Pursuant to SecWn 455.275(1), Florida Statutes, effective Dclober 1, 2012, licensees licensed under Chapter 455, FS. must provide the Deparbrrent with an emall address W they have one. The emalls provkled may be used for official communication with the licensee. However emall addresses are public record. If you do not wish m 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, FS., please clickhffg. Product Approval Accepts- 1W ceepts- ctriFc .;s §•:r•: , �":Ir?,�ai° �� http:Hwww.floridabuilding.org/pr/pr app dfi.aspx?param--wGEVXQwtDgvyf4ngAXh1Oy... 4/18/2013 TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 613/411 unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation - 1) Approval drawing CWS -812A, signed and sealed by Lucas A. Turner, P.E. 2) Test Report NCTL-210-3815-1A, -2, and -2A, by National. Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed. TAS 201/202/203-94, ASTM E 1886-02/04/05,1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLC} heights as shown in CWS -812A • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft. HVHZ) — Air— 5/16 Laminated (1/8Ann-.090PVB- 1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.0 A. 11-0624.01 • Requires Mi1Qon rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t3ctiA F9iAlI P�'tF�p� 'tis 5d'� • 's • 6r 'e+`�, fetl� 582,01.. ' T �9 1/3/2013 STATE 1,0 ; o're, Lucas A. Turner, P.E. FL PE #58201 Lucas Tomer 2013-01-03 13:41-05:00 C SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT-. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. MAX O ER LL 2. GLAZING OPTIONS: (SEE SHEET 3) FLANGE WIDTH 61 7/S" MAX. UNIT WIDTH 3. CONFIGURATIONS: TIK'. -IMPACT: PVB SASHAMPACT HOOK. 4711110° GLASS DLO 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE bESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE F—7 AND GLASS TABLES ASTM E-1300-04. I / I 8. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE OVERALL I I DESIGN OF THIS PRODUCT. SEE SHEETS 0 & 7 FOR INSTALLATION DETAIL. FLANGE WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR HEIGHT 7 I CALCULATIONS. LO GLO a 0. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 01314" I 1 USED AT FIXED MEETING RAILANDJAMB, MAx UNrT HT. S. SERIES t MODEL DESIGNATION 3H•8100. 9. 1 X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS 303/16, I I MAX. 28 7!5' RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. SASHEIGHT I GLA 9 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE X SASH; 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL 1 u I ELEVATIONS IN A SIMILAR LOCATION. 40 7110" GLASS DLO 40 310" MAX. SASH WIDTH LUCAS A. TURNER, FL. P.E., 58201tARECIONFIGUREDO/2012 10/18/12 DESIGN PREO PSRE RATING yillDliff",TABLE OF CONTENTS 44v �ci"1'. � . "AtitirNuow•s & DDOnS vNO 5&209 ZM 44TH AVE. GENERAL NOTES & ELEVATIONS..... i LORIDA 34474 ANCHOR SCHEDULE & NOTES..........2 Lucas TumerGLAZJNO DETAIL.................................3 2013-01-03 13:40 05:00 ytom: NERAL NOTES & ELEVATIONS -LARGE MISSILE IMPACT SECTION VIEWS..................................4 GSA STATE OP :�&' n INSTALLATION DETAIL........._...-....8,7 THEWFORrunaNCONTAINEDINNTw DRAWING IS THES�oLEPROPERTYCFCUSTOM M+reu^a{ ....U.q,'�.'� MODEL: &700 Lr BAT 7a � 08/1612012 ws-81 WINDOW SYSTEMS.INC.ANY REPRODLICTION IN PART OR AS AWHOLE WTI40Lrr THE '�.,,��pNAL E. �.•` PVC SINGLE HUNG - NTS 'CwS-512 WRITTEN PERMISMON OF CUSTOM WINDOW SY8TEMS, INC. IS MOHISITED. ff/jr��T�ryf1 EV. LETTER: A TI'1" 70F7 r MAX .- S' MAX T 10112° MAX O.C. SPACING (TYP.) B 4j I NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL 2. SHIM AS RE90 AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 118' FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD a ARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3116' DIA. ELCO ULT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU OD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112", IN ANY DIRECTION, SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 316" INTO2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 716" SHALL BE ACHIEVED IN ANY DIRECTION. 6.810-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. 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. 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 0-0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3182 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. ALUMINUM - IW THICK MIN., 806376 MIN. I- STEEL-.980"THICK MIN., 33 KSI MIN. 10. 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 FMAIAAMA 100 (FIN WINDOWS); y1 FMA/AAMA2W(FLANGE WINDQWS), PROMTARYANDCOWDENTIat. i!3 01 3 FMAIWDMA 250 BOX WINDOWS), THE IFA ORMATIEY CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMA/AAMAANDMA 300 (EXTERIOR DOORS), �MN PERMISSIONNOPr CUSTOM OWSYSTANY REPRO=TION IN EMs IINNCAiS PR HOLEWITHOUT THE A MAXMA I I NOTE 2 E INSTALLATION ANCHORS (TYP) I I x NO ANCHORS REQUIRED IN BILL -1 A ++--I ANCHOR LAYOUT - (EQUAL SPLITI SIRE= not TI,. --p W CAS A. TURNER, FL P.E, 56201 79" OVERALL VB" ANNEALED OR TEMPERED 7118° AIRSPACE 8118" LAMINATED IW ANNEALED .OBD" DUPONT PVS INTERLAYER 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 112" GLASS BITE. FIXED LITE (EQUAL SPLIT) SASH LITE zz- PROPRIETARY AND CONFIDENTIAL 1/3/2013 THE INFORMATION CONTAINED IN THIS ORAMNB 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, M. ANY REPROOUCTION IN PART OR AS AtMiOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMEM. 71W OVERALL 1W ANNEALED OR TEMPERED 7118° AIRSPACE 5116" LAMINATED 118" ANNEALED .OST DUPONT PVS INTERLAYER 116" ANNEALED 852 OR PURFECT GLAZE "H" 1/2" GLASS SITE LUCAS A. TURNER, PL. P.E., 68201 SECTION A A (EQUAL SPLIT) Kil z �- PRWPRIETARYANO COWDEFITAL 113/2013 THE INFORMATION CONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY RE°RODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS Ma -mm SECTION B -B NOTE LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY NOTES: ITEMS 20, 25, 28, 38, 37, 44, 61,62, 65, 58, 84, 87, 68 ARE USED BUT NOT SHOWN FOR CLARITY. LUCAS A. TURNER, FL P.E., 68201 Item# Partly Descr7ptlon Vendor Material 1 H-8031 Maln Fr., 8H w/Rg., Head N ioun Vlnpi 4 H-6031wtFig., PVC, III N1kron Vinyl 3 H-8031 tdlaln Fr„ SH w g„ L. Jb. Mtkron Vinyl 4 M-6031 Main Fr., $H, wilt, PVC, R. Jb. Mlkron Vinyl 6 8-1577 Impact Hook Keymerk Alum 8 H4027 S9Sn Meet Roil, PVC kron Vinyl 9 HA497 Relnf. Sash Most Rail Keymark Alum 10 H-6028 1 Sash Bottom hall, KC Mikron nyl 12 H-0004 ISash Side/TopMot Rall NAkron Wityl 13 5.1468 1 R8I111. .8'.R 14S 8084 G !8",Fxd., Horiz kron Vlnyd 15 5-6064 Glz Bd., 718",Fxrl., Pert Wkron n IS 5-8064 GIz Bd., 778",Sash, Ho IVBkron Vin 17 5-8064 GIz Bd., 7. Sesh Vert Mlkron Vinyl 18 S-8013 Sam. Adept, w/Nib, PVC, Horiz Mikron Vinyl 19 8-6014 Sem. Adapt, PVC, VeA Mlkron Vinyl 20 8-6020 as StoplRllor,P4/C,Von n Vin 23 -1899 Ralnforcement,5BR Kaymork Alum 24 P-2190 Balance 551 28 12-3059 SasCa BSI Plastic 25 P-3048 Take Out 1$ SSI SS 27 P-3783 Look, Impact, PVC In edo7k 28 P-4089 Keeper, Impact, PVC interlock zamac 30 P-3215 WeepOoVarw/Flap Gaer Plastic 32 P3429 WStp., 0270x.8 a nSael, Grap Ulkatab 33 P-3429 Wstp., 0270 x.167 back Fln6eal, Gray Ultrefob 34 P3429 Wa ., 0270 x.187 back FlnSeel, Gray Ultrafeb 35 P- 29 0 x.167 back FlnSeal, Gray Uftrareb 36 P-3429 Wetp., 0270 x.187 back FlnSeal, SirayUltradab 37 P-4638 #8 x2.1!2 PH Mod. Truss, Type A, TEK2 FaStenal Steel 38 P-3788 #8x0.82' Ph PH SIVIS Hub011ySteel 39 F4081 W #8 x 1.250 Ph FH TEK Wht Hub City �eE 0 284W #8x3/4 FH PH wts6 earl, TIK. WITE Hub CI tee 44 F;-3 2 Seam Basler, S 04 Saltnee 45 P-3762 ICspPlugAM"Hole M&M on 47 P-3438 S1kaftex552orPurfectGlaw"H" SlkwHenkel 48 P:992— Set BIk , 85 Dur., 118"x5/8" x 9, F. Lows Rubber 51 P3881 Temporary' tbF (NFR P 52 P-3613 CWS Lbl. tl140) Pro Label 53 Sash See G a FI>93d ee G ng Uniart (iplk-- 56 P-3281 Spacer Durassel 62 P-3216 croon Frama, Ha 7- Allmetal Alum 63 P-3218 Screen Frame,Vart. Allmetal Alum 84 1 Screen Frame Comer Key Allmeta as c 85 P-3581 Screen Cloth,18x18 FilleMlaffs Sederars Fiberglass 68 P-3228 Screen SpBne,.155 Diu., BIk Dapa Mnyt 67 P-3028 Screen Pull Tab Summlt Alum Scrsen p ng, Green 70 -3113 SemwSupportfor FVQ T. Plastics an . 71 H-1636 Alum. Fixed Rail Keymark Aft 72 5.8083 Cotrer, Fl*d Rall MwOn Vrnyt 73 S-7-12 a roemaRtImpact Hook Keymork Alum 74 P-3541 08 x11-", Part Head, TEK Fastenal I Steel 2 3198" 1 18118" Vier 8)0118° 1 E- I 876 i PVC BA8H MTG. RAIL -6027 PVC SASH STK RAIL -8028 PVC FRAME FLANGE -6031 ti.li', 118" 0 1118" 7At 1 314' 1 1 AV � a 118° PVC SASH STOP -8026 98I7t6" 1/,8" 4 , !!� 73118" REINF"S.B.R,-1889 111P" PVC SASH SIDE RAIL -6084 1/18" ALUM 6083-T6 ALUM. FIXED RAIL -1838 ALUM 5063 -TS RFaNA 5.6,815.8.8. • 1498 ALUM 6'083-T8 a -RE 7 FIXF-D MEETING RAIL SCREWED TOGETHER WITH OUTER FRAME 1!2° 7118" &16 1 t 6118°„ 9 1 1I8" -� 1!18" k ---•i-91,6° 1- 1„6" -►I 1118" � PVCBCREENSUPPORT-8014 PVC SCREEN CATCH -6013 PVC FIXED RNLCOVER -8083 REINF. SASH MTG. RAJL-1497 ALUM 6063 -TB 6 �• 1/4' O 070' 03118" I 0 _T viv, F-1 1115W PVC �8"� PVC GLAZINGBEA0.00r34 718, SCREUYSUPPCRT-3„3 1 � LUCAS A. TURNER, FL. P.E, 49701 A RECONFIGURED 912012 10118/12 MALUM8HOOK083.78677 f+7/8'1 1�tauarl�rrryr. 9! 8° WN p1aDR�4t t a�Y ,1GF7Cgc ��1J78” v: IVa S82101 REINFORCEMENT, IMPACT HOOK -1112 4 ALUM 6063-T8 " ��• STATE OF PROPMErARY AND OOWDEWM 1/3f2013 `a1i:'�'•:rI -,-, e4ll� 21',22,29,31,41,42,43,49.60,55.57-61 ARE TWINFORMATIONCOWAIMI) IN THIS DRAWNG IME SOLE PROPERTY OF CUSTOM IOT USED ON THIS PRODUCT °y�m� os r�ONANY ��o��Sw TWBON 9A�w'OKP" our THE J1MNDOWS R DOORS SW 44TH AVE. A, FLORIDA 34474 EXTRUSIONS /19.O.W - LARGE MISSILE IMPACT 61,.. � .—.... _._ BAT 000f 811 2012 .PVC SINGLE HUNG rAL NTS vu ."tR ! CW"1 f9V.L TIER: A artEEr: 5OF7 a WINDOW FRAME SILL SEALANT BEHIND FLANGE I� TREMOBETWEEN FRAME 01600 BYINSTALLER PERIMETER ATALL F PERIMETER SEALANT BY INSTALLER Vab+ • P` ab��,b a�+tee : ba •°:Aa ba aO•b a•I Oa ? •O a baP• O O A A.b, ; : OAA•+A ' • • b a.•a A + a 1• a b • • P +♦ . A ao •• •A • •b • b, •OaPi A..A: .. CONCRETEMA80NRY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS VERTICAL SECTION FRAME(MASONRY) MIN, EMBEDMENT 1 3V MIN. EMBED @I —1 MAX SHIM I W MAX m 31 JAMB SEALANT BEHIND FLANGE SEALANT BEHIND FL BY INSTALLER BYINSTALLER PERIMETER SEALANT PERIMETER 81 BYINSTALLER BYINSTALLER INTERIOR FINISH • BY OTHERS IM •� pAS `i Ar Or ),Z MIN. EDGE DIST. pro• All 11 r Dr•r A• A INSTALLATION ANCHOR, r k10 WOOD ANCHOR W]INTEGRATED WASHER THRU SCREW SUPPORT •Z•;�,' t • 2 BY WOOD BUCK '°•'a%�+$ • BY.OTFIERS (A) SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS 0 HORIZONTAL SECTION 1$1 FRAME (WOOD) VWNDOW FRAME A CONTINUOUS DOUBLE 3116'BEADS OF TREMGLAZfi U1600 SEALANT BILL INTERIOR MSH 11 u •OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN INTERIOR FINISH BY OTHERS ICJ SEALANT BETWEEN BUCK AND OPENING BY OTHERS BY OTHERS CON ETE1MA80NRY 'r r . i'•y '�`� IN PARTRA$ WfOL9PFtOHSWIT OUT THUSTE MSS. MOON S 114” MAX SHIM BY OTHERS ••,r.• •r•r �r PERIMETER SEALANT Is] INSTALLATION ANCHOR, 3196° DIA. 4 4 (MIN EDGE DIWNVA ST.) REFERENCE NOTES., ,•„ THUS SCREWSRY SCRUPPORTBHER ♦ +e (A] SEE NOTE 8, SHT 1 [CI SEE a • 4[r2 @] SEE NOTE e,BHr2 101 + TE/MASONRY bA 1N R ,D •D° ` °D' °DDD .po Pg �ti Dg D • g D r g A . A . ' ' 4. (M1 EMBEDMENT) I0] + CONCRETEIMASONRY LUCAS A .TURNER, FL. P.E., 40261 ONFIGURED912012 BY OTHERS A 10/18112 -SILL STOOLBY OTHERS RFINISH •�, USE SOLID WOOD VRAME(MASONRY)STSILLDETAIL �*�`......�'r��,, SUPPORT TO MAKE A rsY"o" d +�'a% :'< +o R8 1BYBUCK +' 6+4 BY OTHERS (MIN EDGE DIST.) e° . + . ICI ER SEALANT [Al + 4 4 LLER �' + 114" MAX SHIM a„ 'BEHIND FLANGE [BI -7 LLERr 1 BY WOOD BUCK BY OTHERS WINDOW FRAME [A] EXTERIOR FINISH HEAD BY OTHERS INSTALLATION ANCHOR 3118° DIA. MASONRY SCREW WAVASHER(@\ HORIZONTAL SECTION THRU SCREW SUPPORT (C] B FRAME (MASONRY) WINDOW FRAME SILL SEALANT BEHIND FLANGE I� TREMOBETWEEN FRAME 01600 BYINSTALLER PERIMETER ATALL F PERIMETER SEALANT BY INSTALLER Vab+ • P` ab��,b a�+tee : ba •°:Aa ba aO•b a•I Oa ? •O a baP• O O A A.b, ; : OAA•+A ' • • b a.•a A + a 1• a b • • P +♦ . A ao •• •A • •b • b, •OaPi A..A: .. CONCRETEMA80NRY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS VERTICAL SECTION FRAME(MASONRY) MIN, EMBEDMENT 1 3V MIN. EMBED @I —1 MAX SHIM I W MAX m 31 JAMB SEALANT BEHIND FLANGE SEALANT BEHIND FL BY INSTALLER BYINSTALLER PERIMETER SEALANT PERIMETER 81 BYINSTALLER BYINSTALLER INTERIOR FINISH • BY OTHERS IM •� pAS `i Ar Or ),Z MIN. EDGE DIST. pro• All 11 r Dr•r A• A INSTALLATION ANCHOR, r k10 WOOD ANCHOR W]INTEGRATED WASHER THRU SCREW SUPPORT •Z•;�,' t • 2 BY WOOD BUCK '°•'a%�+$ • BY.OTFIERS (A) SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS 0 HORIZONTAL SECTION 1$1 FRAME (WOOD) VWNDOW FRAME A CONTINUOUS DOUBLE 3116'BEADS OF TREMGLAZfi U1600 SEALANT BILL 1900 S W 44TH AVE. CALA, FLORIDA 34474 u •OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN X77'•.+ $TATS OF '�+ FRAME AND BUCK BY INSTALLER SEALANT BEHIND FLANGE PWWRIEEt AARpY AND COMDENTIAL 1/3/2D�3 NO IS THE SCLr PROPERTY �.�'�ti+'t Ky P�; .,.Z•`; ,�`�re BYINSTALLER a L. PVC SINGLE HJIAI17: UN4 �FVLLE'R'ER. IN PARTRA$ WfOL9PFtOHSWIT OUT THUSTE MSS. MOON S 114” MAX SHIM �6 A 6OF7 PERIMETER SEALANT Is] SY INBTALLER. _ REFERENCE NOTES., EXTERIOR IMSH D . ° ° ° v ` ° P p �� BY OTHERS (A] SEE NOTE 8, SHT 1 [CI SEE _ ALANTb�UNNrDs D °D,p° D°Dp° D°p apPD 4[r2 @] SEE NOTE e,BHr2 p. •D° °D. �'� D p )BUCK BY INSTALLER. • sp > p, Q, °' ° ° —114' MAX. SHIM ,D •D° ` °D' °DDD .po Pg �ti Dg D • g D r g IB] CONCRETEIMASONRY LUCAS A .TURNER, FL. P.E., 40261 ONFIGURED912012 BY OTHERS A 10/18112 -SILL STOOLBY OTHERS ;B1LUrt1lrt; LTERNATF i64'r USE SOLID WOOD VRAME(MASONRY)STSILLDETAIL �*�`......�'r��,, SUPPORT TO MAKE A rsY"o" d +�'a% :'< 141NDO145 R DOORS BILL LEVEL BY OTHERS r 4Z51., Np 58201 - r= i . .*9 *C 1900 S W 44TH AVE. CALA, FLORIDA 34474 X77'•.+ $TATS OF '�+ - n PWWRIEEt AARpY AND COMDENTIAL 1/3/2D�3 NO IS THE SCLr PROPERTY �.�'�ti+'t Ky P�; .,.Z•`; ,�`�re •6100 BAT 06118/2x12 a L. PVC SINGLE HJIAI17: UN4 �FVLLE'R'ER. IN PARTRA$ WfOL9PFtOHSWIT OUT THUSTE MSS. MOON S �l�jNA FGoe, �6 A 6OF7 BRE+'�ODUCTIO WRITTEN SERB 118" MAX. SHIM INSTALLATIONANCHOR, gyp] BGREW pi PERIMETER SEALANT BY INSTALLER . 1B" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER )SCREW WINDOW FRAME _ HEAD WINDOW FRAME NSTALLATION ANCHOR, BYIN9 ALAI ER�� JAMB B10 SCREW ]C] SEALANT BEHIND FLANGE BY INSTALLER (� HORIZONTAL SECTION WINDOW FRAME SILL REFERENCE NOTES: COMITNLIOUS DOUBLE 311(" BEADS OF TREMOLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN [A] SEE NOTE B, SHT 1 FRAME AND BUCK BY INSTALLER [B] SEE NOTE 293, SHT 2 (C] SEE NOTE 6, SHT 2 ] SEE NOTE 9, SHT 2 SEALANT BEHIND FLANGE 1/8° MAX. SHIM ' BYINSTALLER PERIMETER SEALANT BY INSTALLER ]D] LUCASA. TURNER, FL. P.M. 86201 A RECONFIGURED 9/20112 10/18/12 aStt1111iftftltlf N`c p �\ VERTICAL SECTION +.•�aGCg'4`C MNDDItS &DOORS ip No 582Q9 rv8 }� 1900 SW 44Th AVE. CALA, FLORIDA 34474 al ILIHEW EM I STATE OF8100 E86M MMME PRWARYNDVVIPROPERTY ' I�iSA'{�.�- A: ' L SINGLE HUNG' kJ y06/18/2012 {L •' TFIEINFORA9AT'ION CONTAiI ED�INTHIRASAT OI9�T SOLE OF CUSTOM WINDOW YSTESINC, ANY PART OR AS THE PY st9 S CWS-812 �RODUrnOHODSIOUT WMMI . OF �YBYSTEP ED 7 OF 7 Florida Building Code Online Imp://www.floridabuilding,org/pr/pr app dtl.aspx?pawo=WGEVX, Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 fnlafevre@cws.ce Authorized Signature Michael La Fevre mlafevee@cws= Technical Representative Brian Tenace Address/Phone/Small 1900 SW 44th Ave. Ocala, FL -34474 (352) 368-6922 Ext 291 1Ytenace6cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,. FL 34474 . {352) 3613-6922 Ext 221 jthompsonQbcws.cc Category Jndows Subcategory Hor[zontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer . Evaluatlon Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida Ucense 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 Referenced Standard and Year (of Standard) FL7067 R4 COI EvalRep_CWS-157B (HS-82�ACO. f Standard AAMA/W dMA/CSA/101/I.S.2/A440-OS ASTM E1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 year 2005 2004 2002 2002 1994 717APMI') O•Cn AA Florida Building Code OJblline Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products bttp:l/www flondabWlding.org/pr/pr__�app_Atl.aspx9param--wGEVX, Method 1 Option D 12%12/2011 12/16/2011 12/22/2011 01/31/2012 1111 An_en Al FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fn Horizontal Slider (Impact) 74x54, XO. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7067 R4 II CWS -1576 (HS -8200 IMPACT).odP Approved for use outside HWIZ: Yes Verified 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 =.+/- 60 psf, (Impact). FL7067 R4 AE DuPont PVB NOA 11-0624 01,odf EL7067 R4 AE EvalRep CWS -157B (HS -8200 IMPACT).odf F ,7067 R4 AE M'rkron NOA 11-0830 09.ndf 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 FU067 R4 11 5-2328 lHS-8260, XOX. IMPACT1.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes -Created by Independent Third Party: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", XOX, +/- 60 psf. Evaluation Reports FL7067 R4 At DuPont PVB NOA 11-0624 Of.odf. FL7067 R4 AE DuPont SGP NOA 11-0624 02.odf FL7067 PA AE EvalRen CWS 232E (HS -8200. XOX, IMPAC'r).odf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 7067.3 HS -82,00 Vinyl Horizontal Slider HS -8200 Vinyl fig Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 U CWS -399A (HS -8200, 73x62, 75DP, Approved for use outside HVHZ: Yes IMPACT).odf 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 NOA 11-0624 02.odf FL7067 R4 AE EvalRep CWS -399A (HS -8200, 73x62, 75DP, IMPACT). FL7067 R4 AE Mlkron NOA 11-0830 09.odf Created by Independent Third Party: Yes 7067A HS -8200 Vinyl Horizontal Siider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits df Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 H CWS -186B (HS -8200. 72x63. IMPAC')). Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72" x 63", DP = +1- 60 psf, AI. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.p�f FL7067 R4 AE_EvalReo CWS -186B (HS --8200. 72x63, IMPACT).Ddf 1111 An_en Al Florida. Building Code Online http://www.Iloridabuil&4org/pr/prjppjfl. aspx?param--w(j)pvx., FL7067 U AE Mikron HOA 11-0830 09,off Created by Independent Third Party: Yes . Contact us :: , ,p $50-487-1824 IW North Monme,,str�et, TaQehascae FL 32399 'The State of Florida Is an AAIFEO empbyer. CCapydght 2007-20 0 State of Florida. *: Pdvaty Statemerrt ::AamdAy Aesmd Statement Under Florida law, a -mag addressssps are PubOc rewrds. If you do not want your e-mu6 address rebasea in response to a pub9c-records request, do not send electronic mal to this en4ay. hstead, c0ntect the of e, by phone or by tradWnal mag. If you have arty questions regardbV DBMS ADA web acc t', please ca. our Web Master at a+ebma�.state-fl.us. , Product Appmmi Accepts: go M mw II _rte 711A/)A 1'7 O.Cn AA Lugs A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 'Ph. 941-380-1574 Evaluation Report 157B December 7, 2011 Product Description: Series 9200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4); using 9N-3.005 Method 1 option (d). This product complies with the requirements ofthe Florida -Building Code including the High Velocity Hurricane Zone. 'The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3671-1, 4A, -2 and -2A, and NCTL-210-3433-2 and =2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2LA440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be'installed according to approval document CWS -157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with max. glass daylight sizes as shown in CWS -157B e Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -157B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 _ CertMcation of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner, P.E. 2091-12-0712:57-05:00 56201 STATE OF r ;41. NAL .12/7/11 Lucas A. Turner, P.E. FL PE #58201 TABLE OF CONTENTS GENERAL NOTES & ELEVA71ONS................1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. F;RAME....._......................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS..............................8.7 GLASS DLO GLASS DLO ZE DEI P ' t80 PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDINQ CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX' OR XT 4. DESIGN PRESSURE RATINGS. -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. 5. ANCHORAGE: THE 3$113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cda1.6 WAS USED FOR WOOD'ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING.RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "OrA, "X!Ot NCTL 210-3671-1,1 A, 2,2A, NCTL•210.3433-2, -2A (WATER) S.• SERIES 1 MODEL DESIGNATION HS -8200. 10. 1X OR.2X WOOD BUCK OR STUD FRAMING -TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH 12 SECTION CALLOUTS FROM DIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS n 114" X 1" LOCATED 4" FROM BOTH END$ PER NEW FBC &7,71 No 55201 :;9 1800 SW 44TH AVE. r OCALA, FLORIDA 34474 LmmA. TIRM. RE 2011.12-0711:43.05:00 C � %ENERAL NOTES & ELLEVATION$ - LARGE MISSILE IMPAC STATE OF -RIES! 7RAWN4 . JAT@: ". +' R ADE 3116,201 PROPRETARYANI) 00*10ENTM 12./7/11 �+�'�N`'.; ORtO11C ��' Moo L -e.nL r W INo wsysl�'EH1e,��lA�AANJ�R OMACTIONIIN THIS NPARTO18 THERASAV*KX9i9VWTPROPERTY �i4OUTTTTHHe «�4S`�'i••�•`••• ��4 'PVCHORIZ.SLIDER NTS "CWS -1, WRITTEN PERMISSION OP CUSTQ41 W7NDOWSYSTEM6, INC. IS PAOH7SITE0. f��11®y:�,}!* B S 10F7 14` m ANCHOR LAYOUT-� TNRU FRMIE (4+pSOPWr 61 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD, 4' MAX 4" MA SWEEP LOCKS ONLY ENGAGED MA) DURING HURRICANE. (TYI LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. ANCHOR LAYQUT - (PINI T RU NNUNO FIN V400D 0 `OI ENGAGED AT THE THE FRAME 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, 3118" DIA, ELCO ULTRACON ONRY 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 5. 010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" 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 SE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.B UPDATED PER 2010 FBC 11.09/20' DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION LUCA8 R. TURNER FL P.E. 68201 A JUPOATED PER NEW fBC•REOUIREMENTS 7107/20{ S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT SE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW ��4Nwup��t 4t` �ypF$E.1�r �ttt 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERERd ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �Oi/•�yG$ N$•�ti: »7N�11S& A. WOOD -MINIMUM SPECIFIC.GRAVPIYOF G=0.65 (SOUTHERN PINE OR GREATER) "', • : No 56201 � 1900 SW 44TH AVE. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH CF3, PSL • * k m OCALA, FLORIDA 34474 GR C. MASONRY -STRENGTH CONFORMANCE TO ASTM GGRADE ADE N, TYPE 1 (OR GREATER). Yt s 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE '�, 3 ,r5� t s D BTATE OF 4!� ANCHOR 6CHEDULE &NOTES- LARGE MISSILE IMPACT r BE DONE BY RS(FLOLLOWING THE COMDENTIAL FERENCE �g�y0. ADE LF: 3!18120` VERSOF ION OF THE RETALLATION DOCUMENTS:L FMA/AAMA 100(FIN WINDOWS), FMAIAAMA 200 4NQE WINDOWS), vta INFORMATIONON �R� o�PROMETARYaNlaS18 THE a �Aw oERTMo�i� � A� � �4�°�se ttttaOW. 4� ♦ ODEL:B200 PVC HORIZ. SLID R - NTS " CWS -1, FMAPoVDMA 250{BOX WINDOWS), FMAIAAMANVDMA 30Q(EXTERIOR DOORS). WRITTENPE7MISSION OF CUSTOM WINDOWSYSTEW, INC. IS PRORWMD. hm1440 �`A 6 . , B 2 OF 7 GLASS TYPE A FULL SIZE dERALL 4NEALED OT TEMPE:FFiED dR SPACE AMINATED 4NFALED GLASS UPONTPYBINTERLAYER 4NEALED GLASS PURFEOT GLAZE'W SIKAFLEX 552 12" )LASS IlTE . .y� PRCOMETARY AND COtFIOEN7IQl. 12/7111 THE INFORMA71ON CONT.AINW IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR ASA WHOLE WNHOUT THE WRITTEN PERIRSSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. SECTION VIEWAA TYPICAL VERTICAL.SECTION NOTE: SHOWS FM GLASS OUTAWAY. RR I 23-28,32,33,.41,42,45 E USED BUT NOT SHOWN FOR ARITY. SECTION VIEW CC y� ALT. FIN FRAME '' PROPWETARYANDCOM"IM TWL 1217/11 THE INFORMATTONCONTAMED IN THIS DRAWING l3 THE SOLE PROPERTY OF CUSTOM W NDOW SYSTEMS, INC. ANY REMODUCTION IN PART OR ASA WHOLE W7HOUT THE WRTITEN PERMISSION OF CUSTOM WINDOW SYSTEMe. INC. IS PROHISIMD, OFHOOK F UNIT WIDTH IS GREATER THAN OR EQUAL TO 013/4'. E OF MfG RAIL 2-912" FROM SASH CORNER TO EDGE OF CATCH. ATHIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81314°. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. Sash MseL REM Reil 1�, Mlvon Aluminum II 25 1 P-3113 1 Screw Support. PVG I Team Plastic I Rubber I Frame 43 1 83752 ICap Plug, 1r2^ Hole M&M I Nylon 44 P•3703 Look, h"Ot Interlock Zinc 49 P 3881 ITeaporafy Lbl. (NFRCMF) 47 P-4051 1#8 x 1 114^ Ph FH TEK, VdnL Fastened Steel 48 84069 Meow, Impact Sullivan ZMD 5e [xA832 Sw asp Lock 51 P-4633 112" Barred fastener 52 Glass SEESHEEI'3 53 1+8026 Main Fr., SIR w1FK 64 P-3429 WStp., 0.420 x .187 bol OTE: ITEMS 19, 22, 31, 411AR T USED IN IS PRODUCT. 21 9-a3r16^ SASH CORNER . FRAME C6 CONSTRUCTION CONSTRUCTIO 151 1198" � , PVC SASH MTQ. RAIL -8027 CORNER WELD CORNER WELD i_� {ALL SIDES) LID PVC FRAME FLANGE -8031 11j 13118" 1M8° 1 15116" FIXED'MEETINO RAIL SCRE• ' S . HE R PVC FRAMEFlN-8028 WITH OUTERFRAME 1MB"' • 1ne° 1818• 10 3118"� 3w1818° 11 ALUM. S.S.R.IS.S.R. -1498 _ PVC SASH TOPISTM. RAIL -'S004 PVC SASH SIDE RAIL -6028'• 6 9 112" 9118^ 1118• 1/18" 1 'l/4• �i, 5 et18• 1113• 1$ 1S SA00 2118" 7B ALUM. SASH IMPACT HOOK -1556 PVC SCREEN SUPPORT PVC GLAZESEAp-8084 ALUM FIXED RAIL -1838 O O 518" 1118° PLAN VIEW S lir 1113° . 418„ 1 11d" 14 I 1ti8" 7118° ALUM. SASH MTG. RAIL -1497 PVC SCREEN CATCH - 6013 ALUM, ROLLER TRACK -1776 1 8x96• . 1M 718° 1 314°7 7M8° ALUM. FRAME IMPACT HOOK 1577 15M8" O 1118" SCREW SUPPORT -3113 PLAN VIEW ALUM, SASH REINF• -1699 9x13^ 1 8V98°8 UPDATED PER 2010 FBC 11/08/2011 LUCAS A. TURN FL P.E. 69201 A UPDATED PER NEW FBG REOUIREMENTS 7!07/2008 181 SLB !fes a+�PDRE�r"rr� ALUM GLAZE BEAD- 1112 ♦♦�'.+w••u JG "r, PVC FIXED RAIL COVER -6063 ~,�°♦��r° NTNDOSYSADOOR$ y � No 86201 .14 w 1900 SW 44TH AVE: 1 9k S _ * ! OCALA, FLORIDA 34474 ; IALL UMIN R O 8 gro' Q EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT sig STArE OF Few ERIE& fIRAVMMBY: ATEPROMETARrAND DDNRDENML 12/7/11 + 'C•A � r' ADE 3/10/2010 THE MF RM4TION CONTAINED IN THIS DRAWING Is 7HESOLEPROPERiY OF CU9TINd r1�.��4° �...a:..,yi'+t+' '' L PVC HORIZ. SLIDE' 12 • �' GWS -1b7 WRITTEN PERMIS910NOF CUSTOM WINDOWSYSTEM ,We IIs PROHBREDHOUT THE e��0; NA�,,.ti` CETrER: B .+wEET: SOF7 :CONCRETE/MASONRY BY OTHERS SP-ALA14T BETWEEN BUCK AND OPENING BY OTHERS [2-= MIN. EDGE DIST. -•• 1 1/4• MIN EMBEDMENT • ° ° icJ a . :• a : ;� s • a : ; 1 • P• • P•P •P• a i � D. w w P „� P• PERIMETER SE BY INSTALLER SEALANT SEHI FLANGE BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS C.ONCRETE/MAGONRY BYINSTALLER BY OTHERS 8 INSTALLATION ANCHOR, - .L 3118" DIA. MASONRY SCREW. `q `4 Wt WASHER THRU SCREW SUPPORT EXTERIOR FINISH �'-� f01 A BY OTHERS 4 d / A. 8 21R' MIN. :DOE DIST. iCl `a'i SILL STOOL I X4`4 BY OTHERS a • a° •a DSD, X4`4 BUIC THHEERS (A) K 1 l MIN. MAXSHIM INSTALLATION ANCHOR, 3M8• DIA MASONRY SCREW Wt WASHER THRU SCREW SUPPORT JCI INSTALLATION ANCHOR, 3118" DIA MASONRY SCREWWJNEOPRENE BACKED WASHER THRU SCREW SUPPORTICI SEALANT'UNDER SCREW HEAD BY INSTALLER •HIGH STRENGTH STRUCTURAL GROUT BY OTHERS PERIMETER SEALANT 1 3V MIN, EMBEDMENT BY OTHERS BYINSTALLER HORIZONTAL SECTION 8 FRAME(WOOD) .L A1LAR 71 MIN. EDGE DIST. QC MAX SHIM EXTERIOR FINISH �'-� ILL INSTALLATION SAME AS SOWN BELOW. INSTALLATION ANCHOR, 3118" DIA. BY OTHERS 4 �• ! a • a: ti / BACKED WASHER THRU SCREW . P++ SUPPORT [OJ SILL STOOL &A °p e:+ : - .- r BY OTHERS a • a° •a DSD, as +aaPa•0 '�"USE SOLID WOOD • a P,q�D�s • • •0' o.. a .. a P as P• P�, s: P a a P, a o b, o 0 - SUPPORT TO MAKE =. : i ° p •P s• P• r ° " ° a +'• BY WOOD BUCK SILL LEVEL, BY OTHERS a a a a , s P •o ' • P • ° °' a • . , A+ • • • ' 1 1/4' MIN EMBEDMENT CONCRETE/MASONRY lq L-- SYOTHERB 2 = MIN. EDGE DIST. FRAME (MASONRY) SEALANT BEHI FLANGE BY INSTALLER PERIMETER W BY INSTALLER EXTERIOR FINI_.. BY OTHERS . > • ° • ° ° • ° a FJMASONRY Is 7#�o '(!' D • .g Q D • D . •o�•sD •sD rp, ALTERNATE PRECAST SILL DETAIL Q FRAME (MASONRY) MOOD BUCK HERS UU 114° MAX 8HIM [B] IW MAX SHIM [BJ BOTTOM SWEEP LOCK ACIIVATED ONLY— DURING HURRICANES. FLANGE BY BY INSTALLER 1 3V MIN, EMBEDMENT BY OTHERS C HORIZONTAL SECTION 8 FRAME(WOOD) .L A1LAR 71 MIN. EDGE DIST. rOJA 1141FOR 2BY INSTALLATION. . ' ILL INSTALLATION SAME AS SOWN BELOW. INSTALLATION ANCHOR, 3118" DIA. s� rlNSTALLATION BACKED WASHER THRU SCREW SUPPORT [OJ ANCHOR, HEAD BYINSTALLER #10 WOOD ANCHOR. • WI WASHERTHRU 0 - SCREW SUPPORT (DJ A� '-_2 BY WOOD BUCK .1 BYOTHERS, IN ' SEALANT BETWEEN q� BUCK AND OPENING BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS C HORIZONTAL SECTION 8 FRAME(WOOD) A1LAR rOJA 1141FOR 2BY INSTALLATION. . ' ILL INSTALLATION SAME AS SOWN BELOW. INSTALLATION ANCHOR, 3118" DIA. MASONRY SCREW WlNEOPRENE BACKED WASHER THRU SCREW SUPPORT [OJ SEALANT UNDER SCREW HEAD BYINSTALLER 1W. MAX SHIM i q VERTICAL BEOTK)N PRWRETARYAND COMgDENiMI I2/%Ill 8 PRAME(MASONRY) THE INFORMATION OONTAINEO IN THS ORAW4NG18 THE SOLE PROPERTY OF CUSTOM WINDOW WMMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC: IS PROHIBITED. MIN EMBEDMENT .MIN. EDGE DIST. REFERENCE NOTES: RiSEE NOTE 10, BHT I SEE NOTE 2&3, 5147.2 (CJ SEE NOTE 4; SHT 2 IN SEE NOTE S, SHT 2 (EJ SEE NOTE 8, SHT 2 N* 58201-%%0'4Z 1800 SW 44TH AVE. OCALA, FLORIDA 34474 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT STATE alr Grr.- s: &1 8200 R 1 ... p >�+a ` L 8200 ADE A G 3118!2010 '101VA ...... + PVC.HORIZ.SLIDER NTS " CWS -167 if�r�f►tfi111i4�s EV.LETT'ER: 13 r EET: SOFT SHEATHING 11P2" MIN. EMBEDMENT BY OTHERS LEI SEALANT BEHIND FIN INSTALLATION ANCHOR, EXTERIORFINISH °j O8 WOOD SCREW BY OTHERS WASHER. PERIMETER SEALANT ORN W FIN $�0 BY INSSEALATALLER 'g ° ° ° 2 BY. WOOD BUCK BY OTHERS BYINSTALLEWINDOWR e, 2 BY WOOD BUCK WINDOW WRAP S •.'e, BYOTHERS BYINSTALLER tit (A) d W�OO6 %W WASHER PERIMETER SEALANT LEI BYINSTALLER MIN EDGE DIST IE] 2E 114° MAX SHIM BY IBI [A] IE] i= MIN, EMBEDMENT SEALANT BEHIND BYINSTALLER 1 1/4° MAX SHIM SEALANT BEHIND FIN ' ' BYINSTALLER IM MIN EDGE D18T PERIMETER SEALANT ORN LEI BYINSTALLER 'g ° ° ° 2 BY. WOOD BUCK BY OTHERS BYINSTALLEWINDOWR 4•, a ;• [A] S •.'e, EXTERIOR FINISH BY OTHERS w,�`,t• °.°' #8 SCRREWANCHOR W�OO6 %W WASHER SHEATHING LEI BY OTHERS 1 11Y MIN. EMBEDMENT m --JX MIN EDGE VETT ]EJ 114". MAX SHIM ]B] F HORIZONTAL SECTION T FIN (WOOD) (i)VERTICAL SECTION PROPRIETARYAND COWID&MAL 12nlll 7 FIN(WOOD) THE INFORMATION CONTAINED MTHIS ORAWWNOIS THESOLE PROPERLY OFCUSTOM WINDOW SYSTEMS, INC. AMY REPRODUOTION IN PART OR ASA WHOLE WITHOUPTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYS7WAS, INC. ISPROMBITED. REFERENCE NOTES: SEE NOTE 10, SHT 1 SEE NOTE US, SHT 2 [C] SEE NOTE 4, SHT 2 BEE NOTE 6, SHT 2 SEENOTE 6,8HT2 Florida Building Code Online http://www.floridabWlding org/pr/pr appdtl.asgx?pararx=wGFvx , Archived n Product Manufacturer Custom Window Systems Inc Address/Phone/Email 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, ti. 34474 (352)368-6922 Ext 291 btenace@cws_cc Quality Assurance Representative Teff Thompson Address/Phone/Emall 1900 SW 44th Ave. PE -58201 Ocala, FL 34474 Keystone Certifications, Inc- ncQuality (352) 368-6922 Ext 221 03/01/2014 jthompson@cws.cc Steven M. Urich, PE Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer B Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc- ncQuality QualityAssurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) 2 Validation Checklist - Hardcopy Received standard AAMA/ W DMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 1 ^rl 711AP7n17 6•¢7 AA: Florida Building Code Online L Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval. Date Approved Summary of Products hup://www.floriclabiifldin&or.g/pr/pr^Vp_M.aspx?parari)-wGEvx Method 1 Option D 12/12/2011 12/16/2011 12/22(2011 01/31/2012 FL Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl FIgJFin Horizontal Slider (Iritpact) 74x54, XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -1578 (HS -8200 IMPACT)Ddf Approved for use outside HVHZ: Yes Verified 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 = +/- 60 psF, (Impact). FL7067 R4 AE DuPont PVB NOA 11-0624 01.odf FL7067 R4 AE EvalRep CWS -1576 (HS -8200 ' - TPIPACT�.odf FL7067 R4 AE Mikron NOA 11-0830 09.odf 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 HVHi: Yes FL7067 114 II CWS -2326 jHs s2ao, XOX IMPAC,odF Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 582di 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 114 AE DuPont PVB NOA 11-0624 01.pdf EL7067 R4 AE DuPont SGP NOA 11-0624 02.pdf FL7067 R4 AE EvalRep CWS -2326 (HS-8�. XQX. IMPACT).odf FL7067 R4 AE Mikron NOA II -0830 09.odf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. se Installation Instructions Approved for use In HVHZ: Yes FL7067 R4 H CWS -399A (HS -8200. 73x62, 7.5DP, Approved for use outside HVHZ. Yes IMPACT).odf 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", bP = + 60, - 75 psf, Evaluation Reports Impact. FL7067 R4 AE DuPont SGP NOA 11-0624 02.odF FL7067 R4 AE EvalRep CWS -399A (HS -8200. 73x62, 75DP. IMPACTI.odf FL7067 R4 AE Mikron NOA 11-0830 09. Created by Independent Third Party: Yes 7667.4 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 TI CWS -1866 (HS -8200. 72x63. IMPACr).odf Approved for use outside HVHZ. Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72"k 63", DP = +/- 60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.ndf FL7067 R4 AE EvalRep CWS -186B (HS -8200. 72x63, IMPACT).pdf 1� -P I 7!]Ahll]lT 0•G7 Al Florida Building Code Online hup://www.floridabuildin&org/pr/pr www.floridabuildin&org/pr/pr�_apprw,�r- _Atl.agpx?pard=wGFv Contact LK :: Phone: 850-487-18241940 North Monroe Street. TaOahassp�± FL 32399 The State of Florida Is an AA(EEO employer. Comrioht 2007-2010 State of Florida :: DiVacy Statmm:: A[[essMv Statement :: Under Florida law, e -mai p4resdes are wW records. ff you do not avant your e -mal addram released 3n re_vpome to a pubC-records request, do not send ei�honk matt to tft entity. Instead, wrdact the office by phone or by bacWonal mal ff you have any gtMsdoris rgprdbg DBPWs ADA web accessibility, please co 1- our Web Master webma5ter�bprslatefl.tr¢ , Produd Approval Accepts: 2 nfZ ?Ildl?A1? 0.57 AR Lucas A. Turner, P.E., MBA Evaluation Report 399A 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 73" x 62" unit size XO or OX, DP75 with Sill Riser Manufacturer. Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 3447.4 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399A, signed and sealed by Luc -as A. Turner, P.E. on 12/16/11. 2) Test Report NCTL-210-3569-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P,P. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/LS.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -399A, signed and sealed by Lucas A. Turner, P.E. on 12/16/11 Installation: Units must be installed according to approval document CWS -399A. Limitations of Use: . This product: • May be used in O/X or X/O configuration in sizes up to 73" x 62" unit size, with max. glass daylight sizes as shown in CWS -399A • Achieves design pressures of +60%75 psf (+/-75 psf with sill riser) • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS -399A, using Dupont SeutryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 • Requires outer lite in I.G. to. be safety glass when used in HVHZ above 30 ft of grade A Requires Milaron rigid PVC frame extrusions per Miami Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, nor.do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. DREIV •�- .a�.. ` �■�.�+' sem. No 5$ 01 .* STATE OF Lucas A Tumer, P.E 2011-12-1614:35-05:00 ✓ ' '•' ty 'rr#��e�r.�s�t�•�'' y� 12/16/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT, MAXGLASSOLO MAX GLASS DLO °OX" & "XO" MAX. SIZE D RESSURE RATING +601-75 (+75 W/ SIL RISER) TABLE OF CONTENTS NOTES & ELEVATIONS., ............. I ICHEDULE AND NOTES...............2 Lum A. Tlmmr, Pa . 2011-12-16 14:34-05:00 RESSURES & GLAZING_ ..... .,_.... 8 /IEWS.......................................... ..4 JiIOgRIBTARYAND06NFNENnAL 12/16!11 NS &BILL OF MATERIALSLS...........6 THE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLE'PROPJRTY OFOWTOM WINDOW SYSTBMS, INC. AWREPRODUC17ON IN PART OR AS A WHOLE WR'HOUT THE PION DETAILS ........ ............ ............ B WRIT7EN PERMISSION OF'OUSTOM WINDOW SYSTEMS, M. IS PROHIBITED. PVC IMPACT REQUIREMENT, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CO D9_ CURRENT EDITION, INOLUDINO 14VI M 2. -GLAZING OPTIONS: (SEE SHEET.3) 3: CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND GLASS TABLES ASTM E -130D. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 331401. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL W IND LOAD DURATION FACTOR Od..1.6 WAS USED FOR WOOD ANCHOR'OALCULATIBNS, 0, 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 FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT.FIXED MEETING RAIL, HEAD & SILL S. REFERENCE TEST REPORTS: NGTL-210-3569.1, NCTU210-066-1A 8, SERIES/ MODEL DESIGNATION HS -8200. 6. T}1E DESIGNATION X AND O STAND FOR THE.FOLLOWING:'X - OPERABLE SASH, 0 - FIXED SASH 10. 1X cr2X 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 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLYTO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. WEEP SLOTS -1 /4" X 1"LOCATED 4" FROM BOTH ENDS PER 2010 FBC I11/08/201 No •5+5201 A 5 11900 SW 44TH AVE. . * S OCALA, FLORIDA 34474 "cif "' "-GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC DF fGj�, RAWN BY: DATE: w�` '5200 - ADE 11!08/20( ::�' . MGDE: a. PVC HORIZ. SLIDER NTS CWS 31 iissy4 . LETTER: A 1 OF $ 131/4" MAX O.C. 8" ' � (TYP)� T SEEuoTr: zMAX" A IC MAX ------- ------ — I 12112" MAXO.C. (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE I I THIRD POINTS ALONG THE FRAME JAMB INSTALLATION I ANCHORS TYP. ' I I ' � I I I ANCHOR LAYOUT - iFLANGEl R FRAN�B (PM80NRY ENIN01 NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 1 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 1/18- IS PRESENT. 3. LO BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.311 S" DIA. ELCO ULTRACON MASONR CHORE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 119' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112° SHALL ACHIEVED IN EITHER DIREGTI 5.1110 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LI NGTH TO ACHIEVE A MIN. EMBEDMENT OF 13107, INTO 2 BY WOOD BUCK. A-MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 8, ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 7. INSTALLATION ANCHORS SHALL BE N ACCORDANCE CORLUCASATURNERFLP.E.1 A UPDATED PER 9,9010FBC 11/68/2011N ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS g1Ftiio�d STRENGTHS LESS THE MINIMUM STRENGTH SPECIFIED BELOW. OREW &•T BE USED IN INSTALLATION ANCHOR CR AP C TRATES TIIES OR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �.�t q �pi4'C: u,'`•'T(�¢ y��' A. WOOD - MINIMUM SPECIFIC:GRAVITY OF G-0.55 (SOUTHERN PINE OR GREATER) j P• t rRINDOWSORS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. v = NO $8201 ; A S 1806 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER). _ { * q OCALA, FLORIDA 34474 S. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE RaS ANCHOR SCHEDULE &NOTES - LARGE MISSILE IMPACT ,� z9 aTATf OP • to OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT �i0& F P y'�tw,y" Hiss.. 8200 PRAWN Sr. ADE Ate` 11/08/2008 VERSION OFTHE REFERENCE NDOWS)DOCUMENTS: THE INFORMATIONCONTAINDIONTTMDRA�Npg�EESOEPROPEMYOFFOEIVALlUSTOM �`°s�d° �......°°°°O,�'� MODEL 0.; FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), WINDOW SYSTEMS. INO.ANYREPRODUCTTON W PARTORASAWHOLE WMiOUTTHE PPP°/ �' �� PVC HORIZ. SLIDER NT$ CW 39 FMA%WQMA 250(BOX WINDOWS), FMfVAAMA/NJDMA 300(EXTERIOR DOORS). WRR7EN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 10 PROHIBITED. •'/PiP�N�i6RL��' REY.LEfTEFL A HEEf: 20F8 716" OVERALL 3!1$" ANNEALEDor'TEMPERED 114" AIRSPACE 711W LAMINATED ' 3116" ANNEALED GLASS .080 $ENTRYGLASPLUS 3/16" ANNEALED GLASS 28 SIKAFLEX 622 OR PURFECT GLAZE "H" 112" GLASS SITE • 13 10 =LL LUCAS A. TURNER; FL P.E. 56201 A UPDATED PER.2010 FBC 1106/2011 v Na 58X1 +17 1800 SW 44TH AVE. * ; OCALA, FLORIDA 34474 GLAZING DETAIL. LARGE MISSILE IMPACT 's'pQ� flTAfE OP fyf/tr�: ERIES: �AWNSY:ASE:PRCPRIEI'ARYANoowaw %L 12/16/11 6200ADE 1110S/2oo6WWWW B'rEMB;RAW.NLYREPRpIXJC110N67PARTORA.sAwHTHE INFORMATIONCMAINED IN THTS DRAWING 19 THE SCU PaiEWlnarr�xrEOM,��i�%'?p4�f�;oELPVCHORIZ.SLIDER1:1W"CWS.38WRITTEN PERMIBSICNOPCLMMWNDOW SYSTEM9, INC.-IS PROHIBITED. 1J,1lAh1tifliss, V. R: A 30FO SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE SHOWS FIXED LITE CUTAWAY ALT. FRAME RISER SILL RISEA MAX. POSMVE OPTIONS IDP NO SILL RISER .60 1728 SILL RISER 75 DF -TAI L C PROWDM"ANDCONFIDEMIAL 17(16/11 THE INFORMATION CONTAINED IN THIS DRAWINO 18 THE SOLE PROPERTY OFOUSTOM WINDOW 8M MS,FHO. ANY REPRODUCTION. IN PARI' OR AS A WHOLE WRHOUTTHE WRITreq PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PgOH16RED. SECTION VIEW" 6' FP ME HOOK LOC. FRAME. SASH CUP IMPACT HOOK SPACING: 1) HEAD HOOKS: A 6" FROM UNIT EDGE TO EDGE OF HOOK B A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314". 0 INNER HOOK 3 7/8' FROM EDGE OF MTG RAIL 2) BASH CATCH: A B) 2.112° FROM SASH CORNER TO EDGE OF CATCH. A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS.GREATER THAN OR POUALT061314'. SASH AND FRAME K06KS ARE TO ALIGN WITHIN 114", Rem# Part# I Description Vendor Material Pim23118 FRAME CORNER 1 1.6031 Main r., H, wyRg., PVC, Mfkron PVC Alts° CONTE CORNER 6 H-1681 HD, Meet, Rail, Fxd. Keymark ALUM Via,1r1a" 6 S 1A98 orcement:Futed Mbg Rao 7 H-6027 Sash Mast. C oh PVC 21,t/1s" �U' t srL ' ti 8 1 1497 Paint. Sash Meet. Rat Keymark ALUM 9 18028 Sash Bottom RA1 PVC Won PVC � 1 3116° 10 H-1498 Ralnforcemerd,.Sash, BlMsulde Rat Keyrrark ALUM CORNER WELD 11 H-6004 Sash TowBot. Rao Won , PVC PVC SASH RAIL -6004 PVC SASH MTC. RAIL -6027 (ALL SIDES) 12 •1776 1 Roller track Keymark ALUM PVC FRAME FLANGE -8031 13 8-6064 lGlazebead Mlvort PVC uta" b 14 8-6013 ISorn. Adapt., W1 Nib, PVC mkw PV 15 8-8614 Scan. Adapt., PVC Hoo MUican 0VC 18 S-1577 Frame, Urpaot Hook Keymark--KL-W-161118` v1s• �'--- s a ; 17 P-3804 ?91 Ier, Tandwv. M&M Nyron ALUM RMNF. SASH RAIL -1699 PVC SCREEN SUPPORT - 6014 } itte° 18. 84632 Sweep Lock Uppact,.PVC Su1Man 19 P-3118 Sweep Keeper; Urpaot, PVC Sullivan 1' ALUM RENF. SASH MTG. RAIL -1497 FIXED MEETING RAIL 20 P-4479 Weep Cover w l Flap M&M Nylon oils, SCREWED TOGETHER 1 114° WITH OUTERFRAME 22 P-3429 Wstp., 0.270 x;.187 back KnSeal, Gray Ultrafab 7118` Via,. F-- 23 P•4638 #8 x 21/2 Ph Truss'SMS Fastarlal Steel in6^ 0 3116" —s" 24 P-3511 #8 x 5/8" Ph ISI TEK @ KEEFER Fastenal . Steel 25 84633 #8 x 1/2" Barrail Fastener Fag Steel ALUM ROLLERTRAC -17/8-� sre" r7/e•-� 27, P-3342 Seam Sealer, 4*5504 Schnee S1lcone PLAN vIEW - law are" �,-- 28 P-37 2 Cap Rug, 1/2' Hob MI&M Nylon ALUM HEAD CATCH -1688 F PlQfect GUaze "H , S1caFlex Henkel, S1v31 2 Ire, _ri ALUM GLAZE BEAD - S 112 FL3352 Set Eft, 85 Dur.,1/8' x6/8" x 2" L9. Flank LoweRubber �q 1116° 5 ALUM SILL RISER- 1728 31 GLASS 10ass, See sheet.4 Cardinal 32 P-3541 1#8 x 1/2° Phil Flat TEK @ frame Hook Calit Fastenal Steel Ire° T Its° 3118° 33 P-3559. #8 x 3/8" Ph Pon Tek @ f Carr» P65k —Catcl Fastenal Steel ALUM REINA S,B.N.S.S.H. -1498 1 16110" 4 " 34 83113 Screw Support..PVC Team Rubber 35 #10 x 1 1/2" FbIlips PH, SMS Fastenal Steel 1/18" ALUM HEAVY DUTY MEETING RAIL -1681 fab" 36 Mt washer Fastens!Steel 1afs" 37 1-1899 Reinforcementi Sash Rail Keymark ALM 9 va 1 38 P-4358 R1ced Rat End Cap M&M Myron � 1 Ire° -1 PUUJ VIEW -1677 39 8.1556 Impact Catch, Mead Keymark ALUM 40 3.1112 Relnfarcement; Head,Jwrb or S•1677 Keymark ALUM Ire' PVC SASH BTM. RAIL soza 1116' 41 5-6005 Anti -lift out MBvon PVC tne" 1 Ire° 23116" 42 0.3218 8creenfram Alrretal PVCGLAzeeEAD-aoa4 • r— F1 I_ y. 43 0.3321 Screen Omar Key M&M Nylon PVC SCREEN CATCH - W13 ALUM FRAME: IMPACT HOOK -1677 44 83226 Screen Spline' Dapa 45 83033 Screen Spring Hurley 16716° LUCAS A. TURNER, FL P.E 89201 A JUPDATED PER:201 Q FBC 1/08/2011 46 83029 Screen Pull talo Hurley 47 SCreenMaterial PVC FIXED RAIL COVER -6077 1�1�DItE6��'T�,+i 48 8-6077 Mod Rall Cover Won PVC nab 4°E?L•'•,"•v��r�o &b.K2ao...9 1728 SI Riser Keyrrark AL tr2" �*---s•—�� rT G`tt�.b S�••`t;` vows - .f, .I {Vn .58201 31 19W SW.44T1 AVE, 50 P-3783 Spring Look, terroc } . A r # OCAL.A, FLORIDA 34474 51 FL4061 #8 x 1 112" Phk Rat sms Fastonal Steel T SCREW SUPPORT 4113 D' _ 6 84069 Kasper, SO LC1C3t interlock 3118° z✓,� �sQ;• ST/,� OF fits s EXTRUSIONS /B.O:M: LARGE MISSILE IM A PROPMUMTANDOORRUMOAI 12/16/11 �¢'h''°r P"2.+ 8206 LRAWN ADE 1i/06/206 OTE: ITEMS 2-4,21,28 O D. THE INFORMATION CONTAINED N THIS DAAWINO IS THE SOLE PROPERTY OF OUSTOM •"IFt^t" gip R': �',.°��` ' MINUMEXTRUSIONS ARE 6063 -Ta. WMOWSYSFnTrrN MS'�oANYRE)VJSTMyU1=0NMOW s�E�I��APaai� ouTTHE �ipj o��CHORIZ.SLIDER 12 ` GWS -39 A 6OF8 SEALANT BETWEEN BUCK ' AND OPENING BY'OTHERS I 2l(_,.Y MIN EDGE DIST' °4 211 MIN EDGE DIST EXTERIOR FINISH 1 BY WOOD BUCK A" BY OTHERS [A] 1 114• MIN EMBEDMENT BACKED WASHER THRU SCREW �? SEALANT BEHIND FLANGE BY INSTALLATION ANCHOR, 3/19; DIA g A 1 BY WOOD BUCK SEALANT BETWEEN BUCK MASONRY SCREW W/WASHER BY INSTALLER AND OPENING BY OTHERS THRU SCREW SUPPORT. (CJ 14° MIN EMBEDMENT [C) °4 1/4' MAXSHIM CRETSWASONRY OONCRETEU SONRY SYOTHERS 4 • THERE 4 SEALANT BEHINDFRAME SEALANT BETWEEN BUCK ' AND OPENING BY'OTHERS I 2l(_,.Y MIN EDGE DIST' °4 211 MIN EDGE DIST EXTERIOR FINISH • n D A• A A" MASONRY SCREW WANEOPRENE 1 114• MIN EMBEDMENT BACKED WASHER THRU SCREW �? SEALANT BEHIND FLANGE BY BY OTHERS g A 1 BY WOOD BUCK [C[ INSTALLER SEALANT BEHIND BY INSTALLER BY OTHERS [A) EXTERIOR FINISH INSTALLER HIGH STRENGTH STRUCTURAL BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BYINS7ALLER —�1/4 MAX SHIM ER[� S HORIZONTALSECTION SEALANT BEHINDFRAME (MASONRY) FLANGE BY p WASHER THRU SCREW • • .' INSTALLER b EXTERIOR FINISH INSTALLATION ANCHOR, WiB• DIA, MASONRY SCREW WANEOPRENE JU BACKED WASHER THRU SCREW SUPPORT. (CJ SEALANT UNDER SCREW HEAD SEALANT BEHIND BY INSTALLER FLANGE BY • e... ° D s. •A.A AA •As Dl INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS PERIMETER SEALANT SY INSTALLER 1/4' /° MAX SHIM EXTERIOR FINISH BY OTHERS ° e• • ; y; e., � p...Y. n 'y eP•D. A• � �r a• a• aD •aD D• Aa nD b. s aae A;AA+A a A•P+A• •e °° A•AA+D• �• a A •.aa As • a A a a • e... ° D s. •A.A AA •As Dl e e � A VERTICAL SECTION 9 FRAME (MASONRY) [Cl SEALANT BEHIND FLANGE BY INSTALLER' 1/4' MAX (B) FLANGE BY INSTALLER PERIMEIERSEALANT-J L—EXTERIOR RSFINISH BY INSTALLER BY 0 HORIZONTAL SECTION 8 FRAME (WOOD) OTE:HEADANDJAMB IMILAR FOR 2BY INSTALLATION. INSTALLATION ANCHOR, 3/18° CIA, ILL INSTALLATION SAME AS SHOWN BELOW. MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. [CJ - Pry•b. brbrbD •barg � P..� ��g a `b�yas b�v�yar �barr wp` ab a a '£/MASONRY—J t -D -N ALTERNATE PRECAST SILL DETAIL 1S FRAME (MASONRY) �- USE SOLID WOOD SUPPORT TO MAKE LBILL LEVEL, BY OTHERS, 1.1/4" MIN EMBEDMENT [CJ 210 MIN EDGE DIST [CJ PROPRETARYAND DONPIDDMAL 12!16!11 THE 94FOWATION CONTAINED IN THIS DRAWING IS THE SME PROPERTY OFCUSTOM WINDOW SYSTEMS. IND. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, IND. IS PROHIBITED. 114° MAX SHIM [Bl LJ/4• MIN EMBEDMENT lei 2-10 MIN EDGE DIST [C) P.F. SA" A UPDATED PER No B0201 :;� : 19.00 SW 44TH AVE. * 1 * gdCALA, FLdRIDA 34474 $; ' INSTALLATION THRU STATA OF REFERENCENOTES, EB� SE£ NOTE 283, BHT 2 [C� SEE NOTE 4, SHT 2 I[�0 6EE NOTE 8, SH 2 'L • LRF{C7C MI:IuILC IMFAUT ADE PATE,— NTS TE, NTS dWS 39 A SHEET. 8OF8 1 3/8• MIN EMBEDMENT (DJ ps ps MIN EDGE DIST !iIIZr INSTALLATION ANCHOR, 010 WOOD ANCHOR W/ p WASHER THRU SCREW • • .' SUPPORT. (DJ b D > A 2 BY WOOD BUCK 8Y OT14ERS (AJ '.•' SEALANT BETWEEN BUCK SEALANT BEHIND t Q•, ti ti,'ti.'i v • AND OPENING BY OTHERS FLANGE BY INSTALLER PERIMEIERSEALANT-J L—EXTERIOR RSFINISH BY INSTALLER BY 0 HORIZONTAL SECTION 8 FRAME (WOOD) OTE:HEADANDJAMB IMILAR FOR 2BY INSTALLATION. INSTALLATION ANCHOR, 3/18° CIA, ILL INSTALLATION SAME AS SHOWN BELOW. MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. [CJ - Pry•b. brbrbD •barg � P..� ��g a `b�yas b�v�yar �barr wp` ab a a '£/MASONRY—J t -D -N ALTERNATE PRECAST SILL DETAIL 1S FRAME (MASONRY) �- USE SOLID WOOD SUPPORT TO MAKE LBILL LEVEL, BY OTHERS, 1.1/4" MIN EMBEDMENT [CJ 210 MIN EDGE DIST [CJ PROPRETARYAND DONPIDDMAL 12!16!11 THE 94FOWATION CONTAINED IN THIS DRAWING IS THE SME PROPERTY OFCUSTOM WINDOW SYSTEMS. IND. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, IND. IS PROHIBITED. 114° MAX SHIM [Bl LJ/4• MIN EMBEDMENT lei 2-10 MIN EDGE DIST [C) P.F. SA" A UPDATED PER No B0201 :;� : 19.00 SW 44TH AVE. * 1 * gdCALA, FLdRIDA 34474 $; ' INSTALLATION THRU STATA OF REFERENCENOTES, EB� SE£ NOTE 283, BHT 2 [C� SEE NOTE 4, SHT 2 I[�0 6EE NOTE 8, SH 2 'L • LRF{C7C MI:IuILC IMFAUT ADE PATE,— NTS TE, NTS dWS 39 A SHEET. 8OF8 Florida Building Code Online hup://www.floridabi ilding,org/pr/pr appdtt.aspxlpazaan�or=vGEVX.. Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Ercall Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 . (352) 368-6922 Ext 207 mlafevre@c*s.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (351) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Emall 1900 SW 44th Ave. PE -58201 Ocala, FL 34474 ° Keystone Certifications, Inc (352) 368-6922 'Ext 221 03/01/2014 jthompson@cw—cc Steven M. Urich, PE Category Wlndaws Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL7067 114 COI Evalgeo CWS -1576 (HS -8200 IMPACT) odf Standard AAMA/W DMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201202/203 Year 2005 2004 2002 2002 1994 I —P-1 111lA' Al) A•.Sq At. Florida Building Code Online r L Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products hup://www.floridabuildiiq),,org/pr/pr_ao_Atl.aspx?paranr=wGM. Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 FL 9 Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes W067 R4 U CWS -1578 (HS -8200 IMPACT). Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes pesign Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74x54, DP = +/- 60 psf; (Impact). FL7067 R4 AE DuPont PVB NOA 11-0624 -01. F17067 R4 AE EvalRgp CWS -1578 (HS -8200 IMPACTI.Ddf FL7067 R4 AE Mikron NOA 11-0830 09.odf 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 iise in HVHZ: Yes FL7067 R4 II CWS -2325 (HS -8200 XOX T} IMPACDdF' Approved for use outside HVHZ: Yes Verified By: Lucas`A. Turner 58201 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 FL7667 R4 AE DuPont SGP NOA 11-0624 02 odf ' FL7067 R4 AE EvalRep CWS -2325 (HS -8200 XOX ' IMPAG�.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 Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -399A (HS -8200. 73x52. 75DP, Approved for use outside HVHZ: Yes IMPACT}'Off Impact Resistant; Yes Ver9fied 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 NOA 11-0624 02.odf FL7067 R4 AE EvaiReD CWS -399A (HS -8200 73x62,, 7513P. IMPACT).0df FL7067 R4 AE Mikron NOA 11-0830 09.odF 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 an67 R4 II CWS -186B (HS -8200 72x63. IMPACTl.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72" x 63", DP = +/- 60 psf, AL FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01, FL7067 R4 AE Eva1ReD CWS -1865 (HS -8200._72x63, IMPACTI.Ddf ') ,.•F2 7/1AP)n17 0•S2 AR Florida Building Code Online http://www.floridabWlft.org/pr/pr app 4.aspx?param=wGEVX, FL7067 R4 AE Mikron M10A 11-0830 09.Ddf Created by Independent Third Party: Yes Us :: Fho 5 7- 24 1940 North Morro - Street. TalaA»� . The State of Florida is an WmD empbyar. 2tW7-201D State of Florida.:: Statement ::.Accesdiftv Statement :: Refund Stummerrt Under Fbrkia law, e -mag addresses are pubic ram rds. r you do not waft your e -mal adds released In reWorse to a pubk-mcords request, do not send eler trordc mal to this entity. Instead, mntact the of e, by phone or by fradftbnal ma& If you have any questions regarding DBPRS ADA web aapessffiW, please contact our Web Master at webmasteiCndbrx.state.ftus product Approval Accepts: RE O Fr-EiR 11 re�fl,• Ar1�E 'J .-.C9 711 AMA11 0.41 AA Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 186E December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above4isted product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 .Method l option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -186B, signed and sealed by Lucas A. Tamer, P.E. on 12/7/11. 2) Test Report NCTL-210-3433-1, 4A, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and A9TM E 1886/1996.2002 3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -186B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 72" x 63" unit size, with max. glass daylight sizes as shown in CWS -1868 • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Retluires glazing as shown in. CWS -186B, using Dupont PV13 Interlayer per Miami -Dade N.O.A. #1.1-0624.01 • Requires outer lite in I.G. to be safety glass when used. in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire; a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, mor do I intend 'to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lateen. Tumr, P.E. 2011-12-16 14:38-05:00 .Z�;L 12/16/11 Lucas A. Turner, P.E. FL PE #58201 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........ _ ................1 ANCHOR SCHEDULE & NOTES ............. - ................ 2 DP CHARTS & GLAZING "OX'70"..................... _..3 SECTION VIEWS & ALT. FRAME °OX"M............4 EXTRUSIONS & BILL OF MATERIALS.....................5 INSTALLATION DETAIL .... _ .................................0, 7 MAX. SASH WIDTH DESIGN PRESS ISO 16" f Hr Lucas A. Tumer, RE, 2011-12-0711:30-05:00 % v�t, PRDFtaETARYANDCDNFlDENr14L 12/7111 THE NFCRMAnON CONTArNEo IN Tme m4wmjs THE SOLE PROPERTY of CUSfoM WINDOW smells, M. ANY REFRObucmm IN PART OR AS A WHOLE WITHOUT THE "n7sN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMINTED. PVC IMPACT REQUIREMENTSi 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. APPROVED CONFIGURATIONS: "OX", -XO- 4. DESIGN PRESSURE RATINGS: -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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. 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 JOINTSEAM SEALER USED AT FIXED MEETING RAIL AND HEAD/SILL S. REFERENCE TEST REPORTS: NCTL 2103433.1, 1A, 2,2A 8. SERIES / MODEL DESIGNATION HS -e200. 10. lx 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 0 STAND FOR THE FOLLOWING:.X - OPERABLE SASH, 0 FIXED SASH 12. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS PER 2010 No 88201 1D : 1800 SW 44TH AVE. bCALA, FLORIDA 34474 ,9TATF OF GENERAL NOTES & ELEVATIONS -IMPACT k, _ _ . RJ�a`s.* 8200 ___ _ . _ NADE. S 07/11/201 B r" " I OF 7 Sa a ku� 8 SAS HEIt 66 GLASS 9�4" DLO 16" f Hr Lucas A. Tumer, RE, 2011-12-0711:30-05:00 % v�t, PRDFtaETARYANDCDNFlDENr14L 12/7111 THE NFCRMAnON CONTArNEo IN Tme m4wmjs THE SOLE PROPERTY of CUSfoM WINDOW smells, M. ANY REFRObucmm IN PART OR AS A WHOLE WITHOUT THE "n7sN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMINTED. PVC IMPACT REQUIREMENTSi 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. APPROVED CONFIGURATIONS: "OX", -XO- 4. DESIGN PRESSURE RATINGS: -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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. 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 JOINTSEAM SEALER USED AT FIXED MEETING RAIL AND HEAD/SILL S. REFERENCE TEST REPORTS: NCTL 2103433.1, 1A, 2,2A 8. SERIES / MODEL DESIGNATION HS -e200. 10. lx 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 0 STAND FOR THE FOLLOWING:.X - OPERABLE SASH, 0 FIXED SASH 12. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS PER 2010 No 88201 1D : 1800 SW 44TH AVE. bCALA, FLORIDA 34474 ,9TATF OF GENERAL NOTES & ELEVATIONS -IMPACT k, _ _ . RJ�a`s.* 8200 ___ _ . _ NADE. S 07/11/201 B r" " I OF 7 C 0 OU - LANGEI 'R1RUF�!(MAI�NRY RtilNt) T_ MAX a' MAX O.C. ((YP) ('(YP) SEE NOTE 8 MAX. (TYP) S" MAX O.C.' (TYP) INSTALLATION ANCHORS TYP. AE NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. ?-SHIM AS REWD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BEIM'. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED, 4.3178" DIA. ELCO ULTRACON M ' NRY ANCHORS MUST BE OF SUFFICIENT: LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK' INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 130- INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE -OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. I I : 0 C I I I I I 1 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATMALS IN CONTACT WITH PRESSURE TREATED WOOD MUST.R PROTECTED TO PREVENT REACTION. O ANCHOR LAYOUT -0=1N1 uNaFwlw0000PENwo1 INSTALLATION ANCHORS TYP. AE NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. ?-SHIM AS REWD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BEIM'. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED, 4.3178" DIA. ELCO ULTRACON M ' NRY ANCHORS MUST BE OF SUFFICIENT: LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK' INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 130- INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE -OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. S. 98 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 10 WTO 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. DISSIMILAR MATERIALS OR MATMALS IN CONTACT WITH PRESSURE TREATED WOOD MUST.R PROTECTED TO PREVENT REACTION. B UPDATED'PER 2010 FBC 1217/2011 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL P.E. 88201 AUPDATED PER NEW FBG'.REQUIREMENTS E7 107!2008 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. µuiairi S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: eti��yDRE+yPir w��kG.Wg�O°se C'f" F �4C'G / A WOOD - MINIMUM SPECIFIC GRAVITY OF G40.55 (SOUTHERN PINE OR GREATER) 4fi No ' ^r1 =" WIND01Y5 ffi DOORS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE•1(OR GREATER). w .8$201 : ® 1900 SW 44TH AVE. CICALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE l 111-S -0C e * I. STATS OF . TITLE- ANCHOR SCHED LE$ NOTES - P OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 0 3 ter �r+'i`ti�;�4 RawN BY: ATE 8200 ADE VERSION OF THE REFERENCE DOCUMENTS: PRWRETAWANDCOMOENAAL 12P7/11 'fHEINFORMATION CQMIdNEDIN ID.- ,ti A' sir �CW FMNAAMAIMFIN WINDOWS), FMNAAMA200(FLANGE WINDOWS),TRS DRAVVINGISTHESOLE PROPERIYOFCUSTOM FMAIWOMA 250(BOX WINDOWS), FMNAAMAIWDMA 300(EXTERIOR DOORS). ' I W SY$ ssl IND RE DUCTIo 8lyN PAR Oft ASINC16 8I Ep OUT THE c......:::.. ��14, �j)t �Q� j �M� PVC HOR1Z. SLIDER NTS EV. LETYFJt HE2T. 41 B 20 OF 7 718° OVERALL 1W ANNEALEDorTEMPERED ' 7118" AIRSPACE 8118' OVERALL 5t18" LAN 1!8" ANNEALED GLASS 118" ANNEALED .1 DUPONT PVB INTERLAYER ,I *DUPONT PVB INTERLAYER ' 1(8" ANNEALED GLASS 118" ANNEALED PURFECT'GLAZE "H" OPURFECT GLAZE "H" SIKAFLEX'552 SIKAFLEX552 18 1 ��--'`� 112° GLASS BITE � iP2° GLASS SITE GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE B UPDATED PER 2q10 FBC 112!7!2011 LUCAS A. TURNER FL P.E. 98201 A UPDATED PER NEW FSC REQUIREMENTS 7/07!2008 C":.r„sea t'” tr4'pcc,, a4��q%&"Rm—oOR$ 58201 iA. v 1800 SW 44TH AVE. * € OCALA,:FLORIDA 34474 z 1p� BTA�� OF : Pum ~4Qm�4;.t gra.'•' "OX".DP.CHART .& LAZI G- ERres:8200 RA ®r. CT •07!1'1(2011 PROPMETARYANDCOMDENM . rf1�1�f ADE ATE:' THE INFORMATION CONTAINED IN THIS018 THESOLE PROPERTY OF1CUSTCM ae4:....';'�" 'y► pppp PVC HORMSLIDER 1:1 . " CWS-186 wWIND WSYSTEBS.INC.AOF p RWROD STOM �ONINPARTwsrurems R I9A 40LEVpHOUT THE �A� � 't� L6TT�a 8 3OF7 EXTERIOR INTERIOR SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE SHOWS FIXED GLASS CUTAWAY DETAIL E (HEAD IMPACT HOOKS) OTB: ITEMS•.27, 34, 38, 40, 41, , 1, 62.ARE USED BUT NOT SHOWN OR CLARITY. SECTION VIEW C•C ' ALTERNATE FIN FRAME ZZ FROMET'ARYANDCOWMENTIAL 1211/11 THE INFORMATION CONTAINED tN THS ORAWINSIB THE SOLE PROPERTY OF CUSTOM WINDONSYSTEMS. INC. ANY REPROOUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PRONSITED. FRAME HOOK LOC. FRAME.SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) S° FROM UNIT EDGE TO EDGE OF HOOK. A THIRD HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 61314". C) INNER HOOK 3 7(3" FROM EDGE OF MTG RAIL, 2) SASH CATCH: A) 2-1/Y FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER - THAN OR EQUAL TO 613(4". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1W. r., BH, w ft., PVC, L Jb. r.,SN, w_ l tg.,tS It J6, W, Fxd. 8.MFU&S,R &at RRII, PIG Sash Most. Rag Rde Rag, PVC; &B.11/8.8.1k rop18ol. /Citi It i, 5110 Carr, Mar&. J., 6/101amr, Vert. w Carer J., 718 wn8' adept., w1 NTD, PVC 4dapt„ PVC Tarrdem 1 2 21 118" 3 4 PVC PRAME FLANGE -Ml ' 7 ONsc� TRuCiM co� u o L % 29116" 1 618• OORNER WELD CORNER WELD (AIA SIDES) (A-L.81DE8) PVC SASH MTG. RAIL4=7 FIXED MEETING RAIL 0 SCREWED TOGETHEF F �70151V_WITH OUTERFRAME PVC FRAME FIN -0028 1 112° 11" 1/18" Ills° TI18" - !L_ 6 . ALUM SASH MTG. RAIL -1497 ROLLER TRACK. 1770 1 SITS° 1 �10° Lg0 afar 5 PVC FIXED RAIL COVER - S063 1, ALUM FIXED RAIL -1836 g 8118" r PVO SASH BIDE RAIL -0028 1 D7�"�,..•� 3110° PVC 801 80006 PLAN VIEW ALUM BASH IMPACT HOOK -1600 LSA" 33 83511 08 x 816 sclaurs Pmj Tak @ raft Fastanel ISted 3118° 718" 1 'I 34 P•3342 Seem Sealer, 9M•5604 Sohn"Bficana F�---3' �— 33 83752 CBp Pklg, lJ2" HMO' M&M Nylon 1—J PVC GLAZESEAD- 6064 ALUM S.B.RJS.B.R. -1490 36 RdectOne °H',BkaFlex662 HenkalfSOa Saone SOREWSUP.3113 38, 83362 SeL BVL, 88 Our, tf0" x 5f8° x 21 Lg. FrenMaw a Rubber ' 39 83683 FB-6200Goll Cell. Label, *ROTab, UASTMEDADE MIM km _ 1 1178°+I 40 83681 Temporary Ubl (NF JDF) 3H8° 41 83013 CWSLbL o) 0, 1.6J8" 42 GLASS See Shoot 3 �I+7f8°� glgg 43 84632 SweepLock Sugven Zinc.1- 44 F-3116 Keeper, Swasp Lock sulwark Zinc ALUM GLAZE BEAD -1112 13!16` PVC SCREEN CATCH -6013 45 84633 1/2° Barrel Fastener Fastemal Steel 16118" PVC SASH TOPiBTM RAIL -60041 1/8" 46 83218 Somen Frame AVm otel k6tift m 48 FL3321 Screen Franc Comer Key Allmstal Nyton . 7�„ ' 1 49 FL3601 Screen Cl*. l8 x i8 FgtergWS paver 8118" 50 83226 Screen ine,.l6gbla.,Blk Daps PLAN VIEW ALUM FRAME IMPACT HOOK -1577 PVC SCREEN SUPPORT -6014 51 83029 Screen Pub Tab senna 52 FL3033 Screen SprIng, SS ' Hurley B IuPDATED PER 2010 FBC 12[//2011 53 P-3641 RaxIWQuadPHTEKRMc.@rrmne ftecloetch Faetwml Steel 1 t3 s4„ LUCABATURNE82FLP.E.50201 A UPDATEDPER'NEWFBCk8OUIREMENTS 7/07120 54 hF5020 657 P•3113 56 6.1112 Main Fr., SH w 1 Pin., P/C Screw.88 purl, PJC, Lilazing Beed Mkon PJC Team Ptutb Rubber Keyminrk Alum g . �j,:�"G'p.,ry°'"•.1f`��ji 57 8.1860 BeahCateh,FV0 PVCGI.AZEBEAD-8058 78116 E+•♦"' B'�'•`+'�� •' . �'w"+IiJW`L 58 FL4969 Watp., 0.420 Gray Keym'ark m ANm 1/76" r��''�t°�'� NWDCW5:4DlHTAS � Nn 95201 "P- 1800 SW 44TH AVE. x.187 bacMSBeR, K 69 6.1577 Flame Catch, PJC ' d Koymark Alum * ; i 4,= OCALA, FLORIDA 34474 ba 61778 Fmlkrireck Keymerk Alum ALUM. SASH REINF.-1689 5r i p41 0:j'" I EXTRUSION$&B.Q.M."LARGEMISSILE•IMPACT STATE LSF a 10 t1AwN Br: r90 y E F t r�s`�lS° `••�R'tT�•�"�°��♦*t, MODEL, D IN HIS PR ARE NOT E063 THEtNPORAWTI11 ONCONTAINSO M THIS DRAAWfN018 TM BOLE PROPMM OPROPMETARYANOCOWMENTIAL 0U8TOM BioN W PSTEfAe°NO'�19AAROM81fW UTTHE ��, PVC HORIZ. SLIDER i:2E "OCitVFi-1G88 y1QN p 1 A'TELUMINUM IONS AREI6ITE EXTRU$T6. N OFa BTQM M°Ut BYN t� R B 50F7 CONCRETWMASONRY 11W MEN EMBEDMENT 1/4• BY OTHERS (C] [B] INSTALLATION ANCHOR, 3118° DIA 1 BY WOOD BUCK BOTTOM SWEEP LOCKACITVATED ON MASONRY SCREW wWA$HER BY OTHERS LAI DURING HURRICANES. THRU SCREW SUPPORT [C] 114• MAX $HIM ' d SEALANT BETWEEN �(01. BYMSTALLER 1f4" MAXSHM BUCK AND OPENING •4 a PERIMETER SEALANT [� BYOTHERS MIN EDGE DIST As A► NEWSONRY (= EXTERIORFINISH • e` ° °` Q°r b D° p. • BY OTHER 1114!' MIN EMBEDMENT • • b • • b • ° • a ► � BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER OsA 2712: MIN EDGE DIST• 6 + .Ds•°D rDDD�®tiDg �sD D.Q D.� 1 BY BUCK EXTERIOR FINISH I+-2112 MIN EDGE DIST BY OTHERS (A) BY OTHERS CONCRETEWASONRY101 BY OTHERS rD-'� ALTERNATE PRECAST SILL DETAIL BY OTHERS W H U �EW LlMAX SHIM PERIMETER SEALANT B I UPDATED PER 2010 F [BI BY INSTALLER LUCAS A. TURNER FL P.E. 68201 A UPDATEDPEFt'NEWE ° o; + spa. p. :A'b. • ° • • b ° b a.. SEALANT BETWEEN .rr INSTALLATION ANCHOR, 3118° DIA. SEALANT BEHIND FLANGE MASONRY SCREW wA1VASHER BY INSTALLER THRU SCREW SUPPORT [C] AND JAMB IMILAR FOR 20Y INSTALLATION. INSTALLATION ANCHOR, 3118° DIA. 151M INSTALLAlcm SAME AS, SHOWN BELOW MASONRY SCREW w/NIEOPRENE BACKED WASHER THRU SCREW SUPPORT[q {'f d �(01. BYMSTALLER 1f4" MAXSHM •4 a PERIMETER SEALANT [� I As A► <4aQ INSTALLATION ANCHOR, 3118' DIA. MASONRY SCREW w/NEOPRENE EXTERIORFINISH • e` ° °` Q°r b D° p. • 19 e. 8Y.OTHERB • D • v D . b D N➢N EMBEDMENT D ° ` SEALANT BEHIND FLANGE ► � BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER OsA 2712: MIN EDGE DIST• 6 + .Ds•°D rDDD�®tiDg �sD D.Q D.� A ► ► INSTALLATION ANCHOR, I+-2112 MIN EDGE DIST A A 010 WOOD ANCHOR W! CONCRETEWASONRY101 BY OTHERS rD-'� ALTERNATE PRECAST SILL DETAIL BY OTHERS W H U �EW A► 6► PORT B I UPDATED PER 2010 F •' ► ^' BY OTHERS - LUCAS A. TURNER FL P.E. 68201 A UPDATEDPEFt'NEWE ° o; + spa. p. :A'b. • ° • • b ° b a.. SEALANT BETWEEN .rr A►I% SEALANT BEHIND FLANGE BY INSTALLER ' EXTERIORFINISH PERIMETER SEALANT BY OTHERS BY INSTALLER S g * Or -ALP FLORIDA 34•F74 B HORIZONTAL SECTION BY INSTALLER S FRAME QNASONRY) EXTERIOR FIHeH AND JAMB IMILAR FOR 20Y INSTALLATION. INSTALLATION ANCHOR, 3118° DIA. 151M INSTALLAlcm SAME AS, SHOWN BELOW MASONRY SCREW w/NIEOPRENE BACKED WASHER THRU SCREW SUPPORT[q {'f SEALANT BEHIND FLANGE BY INSTALLER MIN CNINDMENT BYMSTALLER 1f4" MAXSHM PERIMETER SEALANT [� As A► INSTALLATION ANCHOR, 3118' DIA. MASONRY SCREW w/NEOPRENE EXTERIORFINISH • e` ° °` Q°r b D° p. • 71�' MIN EDGE DIST 8Y.OTHERB • D • v D . b D N➢N EMBEDMENT D ° ` SEALANT BEHIND FLANGE ► � BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER OsA .Ds•°D rDDD�®tiDg �sD D.Q D.� A ► ► INSTALLATION ANCHOR, I+-2112 MIN EDGE DIST A A 010 WOOD ANCHOR W! CONCRETEWASONRY101 BY OTHERS rD-'� ALTERNATE PRECAST SILL DETAIL BY OTHERS W H U �EW A► 6► PORT B I UPDATED PER 2010 F •' ► ^' BY OTHERS - LUCAS A. TURNER FL P.E. 68201 A UPDATEDPEFt'NEWE ° o; + spa. p. :A'b. • ° • • b ° b a.. SEALANT BETWEEN T� A►I% BUCKANDOPENWG BY OTHERS �• w PERIMETER SEALANT S g * Or -ALP FLORIDA 34•F74 OOE OTHER SONRY B BY INSTALLER * . ! 4: I TALLATION THRU FF OF EXTERIOR FIHeH 2 BY WOOD BUCK BY OTHERS [A] BY OTHERS- _ C HORIZONTAL SECTION e FRAME(MASONRY) 8 FRAME (WOOD) CONTAINED THSORAWING IS THE SOLEPROPERTY OF CUSTOM J tS+ •+•a+•••0• WNIDOWS�SSI981INC. ANY RT�o�NWweYNsPASTORASAWMUETF WITHOUT THE �fei�+PVCHOR17-SLIDEI AND JAMB IMILAR FOR 20Y INSTALLATION. INSTALLATION ANCHOR, 3118° DIA. 151M INSTALLAlcm SAME AS, SHOWN BELOW MASONRY SCREW w/NIEOPRENE BACKED WASHER THRU SCREW SUPPORT[q {'f SEALANT BEHIND FLANGE BY INSTALLER BYMSTALLER 1f4" MAXSHM PERIMETER SEALANT [� BYINSTALLER INSTALLATION ANCHOR, 3118' DIA. MASONRY SCREW w/NEOPRENE EXTERIORFINISH • e` ° °` Q°r b D° p. • BACKED WASHERTHRU SCREW 8Y.OTHERB • D • v D . b D N➢N EMBEDMENT D ° ` SEALANT BEHIND FLANGE SUPPORT[C] b D . o r . D r o • b D, b► r D IDI ` ° D g D D BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER �' D •� r . D r r b r D . ° D r• ° r • ° • s D .Ds•°D rDDD�®tiDg �sD D.Q D.� PERIMETER SEALANT BY INSTALLER HCH STRENGTH STRUCTURAL GROUT BY OTHERS I+-2112 MIN EDGE DIST EXTERIOR FINISH 114' MAXSHIM CONCRETEWASONRY101 BY OTHERS rD-'� ALTERNATE PRECAST SILL DETAIL BY OTHERS - IBI-FRAME(MASONRY) ,Pa f T 31LL STOOL B I UPDATED PER 2010 F •E'�� i> ea •q�paaa b+ ^' BY OTHERS - LUCAS A. TURNER FL P.E. 68201 A UPDATEDPEFt'NEWE ° o; + spa. p. :A'b. • ° • • b ° b a.. •a•a••e USE SOLID WOOOSUPPORT • a a. • TO MAKE SILL LEVEL,�tiRl6ullq ••a+a•.p� �,n.; �'aaa .° i +•a •• A•+ •pi • �°�•°`i i • :� `° :+•b BY OTHERS. O a• AO' LJJAt �t#,f��Gy`>iOR6 ♦'•�17`i' �6r"F.1V8•�;��'�y m1w rw+ MIN EMBEDMENT. ti+r r r'1• .rWDO1V510• DOOM >`�t Nb 80201 ;' 1900 SW 44TH AVE. <O] S g * Or -ALP FLORIDA 34•F74 OOE OTHER SONRY B F -Z MIN EDGE DIST I ] * . ! 4: I TALLATION THRU FF OF hki �'�,y�'0 `.� 8200 A VERTICAL SECTION _ FR"ETARYAND CONRDENM 12P1111 •: THE INFORMATION IN a I �j P,: r' '� e FRAME(MASONRY) CONTAINED THSORAWING IS THE SOLEPROPERTY OF CUSTOM J tS+ •+•a+•••0• WNIDOWS�SSI981INC. ANY RT�o�NWweYNsPASTORASAWMUETF WITHOUT THE �fei�+PVCHOR17-SLIDEI REFERENCE NOTES: [A] SEE NOTE 111 [B] SEE NOTE 2&3, [C] SEE NOTE 4,. [D] SEE NOTE 5, . lE] SEE NOTE 6,81`111 ADE "'c 0 711 112 0 1 1 NTS °' CW3-988 8 Ems' 80F7 SHEATHING 1 1M.' MIN EMBEDMENT BY OTHERS EXTERIOR FINISH 0.! BY OTHERS oOvJi 2 BY WOOD BUCK 114' MIN EDGE DIST BY [A] (EJ SEALANT BEHIND FIN --,-,OTHERS 8;;'? 213Y WOOD BUCK BYINSTAU.ER ?. BY OTHERS [A] MAXSHIM INSTALLATION ANCHOR -'e WINDOW WRAP ; BYINSTALLER SIto $8 WOOD SCREW W/ WABHER [E) INSTALLATION ANCHOR, PERIMETER SEALANT • 08 WOOD SCREW W! ° °' BYINSTALLER WASHERIE] 114.". MIREDGE DIST 9 LIM' MAX SHIM 1= MIN EMBEDMENT ' FBI 7 SHEATHING BY OTHERS 6; a•6 • °-- _ , MAX SHIM 114" MIN EDGE DIST WINDOW WRAP e' L2 BY WOOD BUCK BY INSTALLER BY OTHERS (A] SEALANT BEHIND FIN . D BYINSTALLER e' LLA�adAN,,,�•,,ORsn �^ SEALANT BEHIND FIN—,' `PERIMETER BY INSTALLER WINDOW WRAP J BY INSTALLI BY INSTALLER F HORIZONTAL SECTION T FIN (WOOD) I+ �I 11/2' MIN EMBEDMENT SHEATHING IE] BY OTHERS e VERTICAL SECTION _ INFORMATION PROPFWTARYANDCOM•7DENTW.p�p 1217111 7 FIN (WOOD) OFCUSrOM WINDOW SYSTEMS INC. ANY R PROMICflON IN PARTOR�fi.BgWHOLE�W1THOUTTHE WRITTEN FM.M19 f6RNO CUSTOM VW=OWSYSTEMS. INC.13PROFp9ItEM REFERENCE NOTES: (W(BIJ SEE NOTE 10,.8HT 1 IDl SE NOTE NOTE 284, 6HT 2 �J SEE NOTE 5, SHT 2 (E(SEE NOTE 8. SHT2 Florida Building Code Online bttp://www.floridabuildbagorg/pr/pr app dtl.aspx?paramF=wGEVXQ.. Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Addrewgftone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevreacws.cc Brian Tenaw 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 jthompson0cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report From a Florida Registered Architect or a Ucensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida Ucense PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE R1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL14850 RI COI EvaiRep CWS -641A (SD -8750. IMPACn. f Standard AAMA/W DMA(CSA/101/I.S.2/A-440 ASTM E 1300 ASTM E 1886 ASTM E 1996 PA TAS/201/202/203 Year 2005 2004 2005 2002 1994 I -P') 11101?n17 1f1-51 ANt Florida. Building Code Online htip://www flondabmldmg.org(pr)pr app dtl.aspx?paranr=wGEVXQ.. 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 12/12/2011 12/13/2011 12/20/2011 01/31/2012 r -L # Model, Number or Name 14850.1 SD -8750, Impact. IMMved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other; Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door Y x 8', Max. Sidelight Tx 8, DP +/- 70 psF. Description SD -8750 French Door w/ SD -8710 Sidelights, Impac. Installation Instructions FL14850 Rl II CWS -641A (SD -8750. IMPAModf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FLIL4850 R3 AE DuPont PVD NOA 11-0624 Q1.D& FU4850 R1 AE DuPont SGP NOA 11-0624 02 DO FU4850 Rl AE EvalRep CWS -641A (SD -8750. IMPACT). FL1485O R1 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 0 C ct Us :: 1940 North Monroe Stu!##. aMhassm FL 32399 Plrone: BSQ-487-1824 The State or FbrWa Is an AA/EEO employer. Coovreolrt2007-ZOSO Slate of Florida, :: PAmeyStatenwmt :: Accessb8v Statement :: Rehmd State n Under Fbtide law, e -mat addresses are pubtc records. IF you do not want your a -mat wdrelas rebased'n response to a pubHrrmords request, do not send ebdronic man to this entay. Instead, contact the office by phone or by badbonal mat. 9 you have any questbns regardm0 DBPR's ADA web actsssEbPty, please contact our web Master at webmasterndbr mWeAus. Product Approver A000 KLY'63r1CYa%; i8:'Ca' trsa®d ° a srts .rte 7n.ono1710.51 AA Lucas A. Turner, P.E., MEBA Evaluation Report 641A 2080 Mauve Ter. North Port, FL 34286 Ph: 941-380-1574 December 7, 2011 Product Description: Series SD -8700, FD -8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011. 2) Test Reports NCTL-210-3761-1, 4A, -113, 4C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AANL /WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -641A, signed and sealed by Lucas A. Turner, PX. on 12/7/2011 Installation: Units must be installed according to approval document CWS -641A. Limitations of Use: This product: May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3116" x 9T' Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS -641A Achieves design pressures of +/-70 p.s.f. * Is Large Missile Impact Resistant and does not require the use of shutters • May be usedd in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11=0624.02 • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 411-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11-0830.09 • Anchors indicated in CWS -641A shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. �16j,,l*ar8 DRE Wk . MIS -+ m No • i STATE OF &V�� .. Lucas A Tumer, P.E. 2091-12-0717:53-05:00 .z,*;_;, 12/7/11 Lucas A. Turner, P.E. FL PE #58201. 40" MAX SINGLE 1 f t 94 518" F O I F 37 818" DOOR WIDTH PANEL WIDTH HEIGHT DESIGN PRESSURE RATING 37 518" 26 5/8" PANEL WIDTH GLASS DLO 11 DLO C TABLE OF CONTENTS E C SIDELITE GENERAL NOTES & ELEVATIONS 1-3 X B 1/2" I XD 97" MAX BOM......................................................9 UNIT EXTRUSIONS.................................:....10 20" HEIGHT _ WRITTEN FERl9SSIONOF CUSTOM WINDOW SYSTEMS, INC. IS PRORSITED. I 95 3118° �r X PANEL B B D HEIGHT 0 I INACTME 843116" SEE GLASS NOTE 8112„ A f SINGLE DOOR 79" MAX FRENCH DOOR WIDTH 1 f t 94 518" F O I F 37 818" SIDELITE PANEL WIDTH HEIGHT DESIGN PRESSURE RATING VO s3 m" GLASS 28 818' GLASI 11 DLO C TABLE OF CONTENTS E C SIDELITE GENERAL NOTES & ELEVATIONS 1-3 X a091.12D708;S80300 I XD 95 31 BOM......................................................9 PROMETAIVMMOOIFIDENTWL 12/07/11 EXTRUSIONS.................................:....10 THE OVORIMMON CONTA NED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM H, GI WINDOWSYSTEMS,MC.ANYREPROWCRONINPART ORASAWHOM VITHOUTTHE WRITTEN FERl9SSIONOF CUSTOM WINDOW SYSTEMS, INC. IS PRORSITED. FLUSH SOLT ON INACTME LSEOE TE4 PANEL I 843118" GLASS DL C FRENCH DOOR DLO 97" MAX UNIT HEIGHT NOTE: HINGE SPACINGS ARE 6112" FROM ENDS 36 3116" MAX UNIT WIDTH AND A MAX OF 20" ON CENTER FOR 81" TO 97" 33 519" SIDELITE WIDTH UNIT HEIGHT. 22 818" GLASS DLO 97° MAX 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 OUTSWING W/ SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) WISIDELITE(S), SIDELITE NONATTACHED 4. LOCK OPTIONS: 'UPTO 6'8": A.DOUBLE BORE Wl (2)) INTERIOR FLUSH BOLTS(HANDLE SET @30) &MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34") C.MULTIPOINT(4PT)(HANDLE SET @341. "ABOVE 5'8 A.MULTIPOINT(SPT)(HANDLE SET Q 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR CQ=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. S. ALL FRAMES ARE PROCESSED.AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER, S. REFERENCE TEST REPORTS: NCTL•210.3761-1,1A,1 B, 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 I 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 / DEADSOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 16. MAX PANEL WIDTHS APPLYTO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 18. -THE DESIGNATION 'X ANWO' STAND FOR THE FOLLOWING: X -OPERABLE DOOR, 0- FIXED PANEL. A. 1 f t 94 518" F O I F SIDELITE HEIGHT DESIGN PRESSURE RATING VO s3 m" GLASS 11 DLO C TABLE OF CONTENTS E SIDELITE GENERAL NOTES & ELEVATIONS 1-3 ANCHOR DETAIL & NOTES................ GLAZING DETAIL..................................5 L" ATS ,P.E a091.12D708;S80300 SECTION VIEWS..................................8-8 BOM......................................................9 PROMETAIVMMOOIFIDENTWL 12/07/11 EXTRUSIONS.................................:....10 THE OVORIMMON CONTA NED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLA71ONDETAILS..................•. it -14 WINDOWSYSTEMS,MC.ANYREPROWCRONINPART ORASAWHOM VITHOUTTHE WRITTEN FERl9SSIONOF CUSTOM WINDOW SYSTEMS, INC. IS PRORSITED. 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 OUTSWING W/ SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) WISIDELITE(S), SIDELITE NONATTACHED 4. LOCK OPTIONS: 'UPTO 6'8": A.DOUBLE BORE Wl (2)) INTERIOR FLUSH BOLTS(HANDLE SET @30) &MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34") C.MULTIPOINT(4PT)(HANDLE SET @341. "ABOVE 5'8 A.MULTIPOINT(SPT)(HANDLE SET Q 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR CQ=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. S. ALL FRAMES ARE PROCESSED.AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER, S. REFERENCE TEST REPORTS: NCTL•210.3761-1,1A,1 B, 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 I 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 / DEADSOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 16. MAX PANEL WIDTHS APPLYTO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 18. -THE DESIGNATION 'X ANWO' STAND FOR THE FOLLOWING: X -OPERABLE DOOR, 0- FIXED PANEL. A. 151318" MAX UNIT WIDTH 36 3118" MAX 79" MAX —7 SIDELITE WIDTH FRENCH DOOR WIDTH 33 618" 37 5B" MAX PANEL WIDTH PANEL WIDTHI UNIT HEIGHT 94 518"XV �/as X SIDELITE O - O PA HEIGHT [FLUSH HE SOLT 83 8/8" ON 184 3116" I D SIDELIELI TE 1119 lllllj-x� HEIGHT 83 M' SIDELITE J�J]L GLASS E , DLO / 1 22 56' GLASS DLO 36 311$° MAX SIDELITE WIDTH 33 518" . PANEL WIDTH 94 5/8" SIDELITE HEIGHT 83 HEAD 84 3118" DOOR PANEL LL FRAMES ARE GLASS DLO ECHANICALLY FASTENED 26 W" PRCPRIETARYAND COWIDENTAL 12/U7/li GLASS DLO THS MRMAnON COtdrA1NF.D EN rtes DRAWINO IS THE SOLE PROPERTY OF CUSTOM Y6IN00W SYSTEMS, INC. ANY R6PRCWCTI6N M PART OR AS A WHOLE WITHOUT THE WRlrr&lPERMIS8ION0FCUST MWINDOWSYSTEMS,INC.ISPROHBREO. 1163/18" MAXUNrTWIDTH— 79" MAX FRENCH DOOR WIDTH 37 518" DOOR WIDTH ;7 f. • 97' UNIT Q SIDELITE x INACTWE Pp GLASS V /l SEE PANEL DLO FLUSH NOTE 41 HE IL BOLT % 8 22 5/8" ON 26 518" GLASS DLO GLASS DLO FRENCH DOOR W/ SIDELITES 76 3118" MAX UNIT WIDTH INAC71v 38 3/18" MAX 84 3116" 40" MAX SIDELITE WIDTH SINGLE DOOR WIDTH 33 51V3760 PANEL PANEL WIDTH DOOR WIDTH 9T' MAXF � GLASS DLO � 8 UNIT _ G G 22 5B" C GLASS DLO14 12 I D SIDELIELI TE 1119 lllllj-x� HEIGHT 83 M' SIDELITE J�J]L GLASS E , DLO / 1 22 56' GLASS DLO 36 311$° MAX SIDELITE WIDTH 33 518" . PANEL WIDTH 94 5/8" SIDELITE HEIGHT 83 HEAD 84 3118" DOOR PANEL LL FRAMES ARE GLASS DLO ECHANICALLY FASTENED 26 W" PRCPRIETARYAND COWIDENTAL 12/U7/li GLASS DLO THS MRMAnON COtdrA1NF.D EN rtes DRAWINO IS THE SOLE PROPERTY OF CUSTOM Y6IN00W SYSTEMS, INC. ANY R6PRCWCTI6N M PART OR AS A WHOLE WITHOUT THE WRlrr&lPERMIS8ION0FCUST MWINDOWSYSTEMS,INC.ISPROHBREO. 1163/18" MAXUNrTWIDTH— 79" MAX FRENCH DOOR WIDTH 37 518" DOOR WIDTH ;7 f. • 97' UNIT Q x Pp V /l PA FLUSH HE BOLT ON INAC71v 84 3116" SEE PANEL DOOR PANE NOTE 4, GLASS DLO 8HT1 y G G 22 5B" C GLASS DLO14 12 SIDELITE W1 FRENCH DOOR SILL DESIGN PRESSURE RATING I t7a 40" MAX 151 3/8" MAX UNIT WIDTH ' 79" MAX FRENCH DOOR WIDTH 36 3116" MAX SINGLE DOOR WIDTH SIDELITE WIDTH 37 W' 36 3/18° MAX 37 5/8° �% PANEL WIDTH SIDELITE WIDTH 37'5!8" PANEL WI 37 518" SINGLE DOOR WIDTH PADTH NEL WIDTH I PANEL WIDTH 28 5/8° HEIGHT 22 578" 26 5M" MAX 26 518" GLASS OLD DOOR PANE LASS DLA � UNIT GLASS DLA JIAX GLASS DL FLUSH HEIGHT BOLT JNIT 81" 79 3/18" FLUSH 518" iEIGHT DOOR SIDELITE MAX O BOLT PANEL 1{ UNIT FLUSH 215!18°—FLUSH 518° HEIGHT SIDELITEO BOLT 793110" X X BOLT 0 HEIGHT DOOR 81° 793/16 X PANEL X x �T DOOR p SEE GLASS PANEL NOTE 4, 88 3118• HEIGHT HEIGHT BHT1 i DOOR PANEL 26 518" 22 5/8° 68 3/18" PSNT GLASS DLO SEE DOOR PAN E 4, NOTE 4, GLASS DLO 1 ! L SHT1 I 8 172'° t 1 INGLE DOOR FRENCH DOOR NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS AND A MAX OF 21 511&° ON CENTER FOR UPTO 81" UNIT HEIGHT. 363/16. MAX ;� SINGLE DOOR WIDTH 33 S18" LITE WID 22 8/8° E 67 578° SIDELITE SIDELITE 151 3/8" MAX UNIT WIDTH ' 79" MAX FRENCH DOOR WIDTH 36 3116" MAX —1123/8' SIDELITE WIDTH 37 W' 36 3/18° MAX 33 5/8° ANEL WIDTH �% PANEL WIDTH SIDELITE WIDTH DIL 37 518" SINGLE DOOR WIDTH I PANEL WIDTH 81" HEIGHT 22 578" It" MAX % GLASS OLD DOOR PANE SIDELITE-DOOR—SIDELITE UNIT JIAX ' FLUSH HEIGHT BOLT JNIT 79 3/18" FLUSH 518" iEIGHT DOOR SIDELITE O BOLT PANEL 78 518° SIDELITEO X X 0 HEIGHT 875/8" SIDELITE SEE GLASS NOTE 4, BHT1 i 26 518" 22 5/8° 363/16. MAX ;� SINGLE DOOR WIDTH 33 S18" LITE WID 22 8/8° E 67 578° SIDELITE SIDELITE ' 67 518" SIDELITE —1123/8' MAX UNIT WIDTH GLASS 36 3/18° MAX �% 40" MAX SIDELITE WIDTH DIL 37 518" SINGLE DOOR WIDTH 33518" PANEL WIDTH PANEL WIDTH 81" HEIGHT 22 578" 2660 MAX GLASS DLO GLASS OLD DOOR PANE SIDELITE-DOOR—SIDELITE UNIT A UPDATED PER 2010 FBC 11114/2011 ' FLUSH HEIGHT BOLT 79 3/18" 78 518" DOOR SIDELITE O X O PANEL HEIGHT HEIGHT 67 518" SIDELITE 683 /1&, SEE DOOR PANEL GLASS NOTE 4, GLASS DLO �% ( �. BHT 79 3118° DIL 1 DOOR IL PANEL HEIGHT 22 578" 2660 68 3/18` GLASS DLO GLASS OLD DOOR PANE SIDELITE-DOOR—SIDELITE GLASS OLD A UPDATED PER 2010 FBC 11114/2011 ' LUCAS A. TURNER, FL P.E 58201 Y�01DREaWrh��,�, GLASS DLO GLASS DLO .`" J r r FRENCH DOOR W/SIDELITES " -rt No 58201 �' OC�ALSAW L R FLORIDA a>sI * s �✓�' d a 9t Z ELEVATI ONS 611" W/ FLUSH BOLTS- IMPACT ° STATE OF '41 -IES n61N8Y, DATE RESSURE WING PRDPR(ETARYANOCOWDENTIAL 12/0761 °+rr��;w� o�1©P, `,c'°Afi 1:87008750 ADE wa171672011 THE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLE PROPERTY OF CUSi0k7 4j tt'S°°�. r•�' �' Y PVC SWING DOOR CWS -841 �%d .IMAVOWSYSTEMS,INC. ANY REPROOUCTIONINPART ORASAWHOLEWITHOUTTHE '''►d'yaH1i1L1-�"NYY EV, LETTER: pL •HEer: 30F14 WRITTEN PERNBSSION OF CUSTOM WtN00WSYSTEMS. INC. 18 PROHIBITED. fPhWir IsYT' I, MIDSPAN 4„ 4" EXTRAANCHORS 4" 4' 2" 4" SEE NOTE ill REQUIRED IN WOOD 2" 2' B" MAX 4" q" 2" INSTALLATIONS. V' MAX �4" 2° 2" e" MAX MIbSPAN S" MAX_f�4 MIDSPAN B" MAX 8 112" -�---------�- � � � B" MAXX__I I 17"MRX { \ 1 21 716"O.C. (TYP) — TANCHOR17"THRU17' MAX MAX O.C.HINGE O.CI(YP) ° MAX. SEE NOTE #2 SIDELITE DOOR SIDELITE NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILLANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SKIMS, MAX. ALLOWABLE SHIM STACK TO BE 114", 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 NOTALLOWED. 114" DIA. ITW TAPCON MASON R NCHORS 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 5.612 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION S. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 71W SHALL BE ACHIEVED IN ANY DIRECTION. 3116" DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY. A MIMMUM EDGE DISTANCE OF 1 VW SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 213116" 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 CASA. TURNER FL P.E. 68201 A UPDATED PER 2010 FBC 11/14/2011 NOT BE USED IN SUBSTRATES10TH STRENGTHS LESS THAN THE MIMMUM STRENGTH SPECIFIED BELOW, t4s{11 �ytrrpr 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:ywy►y� �h�DRE�Fii. A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER).s}�y't�; •�tCEl►¢..d. ) _., ,, .�!�' " B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL •.° Tt No 6B201 ';� :, 1900 8W 44TH AVE. C: MASONRY - STRENGTH CONFORMANCE TO ASTM C-, GRADE N, TYPE 1. (OR GREATER). ; y : OCP A, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE0!a:.-TIE ANCHOR SCHEDULE &NOTES -NON IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE �� , yT 1 STATE OF AV + WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: OENTAL12/B 7n1 +�0�•, �a y r we 8700-8750 RPS �' ADE TE 11!5/2011 FMAIAAMA100(FINWtNDOWS}FMAlAAMA200(FLANGE WINDOWS), 7HEINFORM4770NCONlPJNPROPMEtAW WNhNS amNols so�PNOPEmoPcwsroM �"r��4'�OR�4`°RtT# A10DEL' FMAMIDMA260(BOX WINDOWS)FMAIAAMNNIDMA300(EXTcRIORDOORS). ,WINDOW SYSTEMS, =. ANY REPRODUCTrONINPART ORASAWHOLENNTHOMTTHE �"14,/011A40n, PVC SWING DOOR -CW 41 WRITTEN POWNIONOF CMSTOM WWWWSYSTEM9, INC. 19 PROMBIED. rrlrllrr19illi le'A 'N 4 O 14 ALL MPERED WADE I NEAM-GLASS 'ONT PVB INTERU NEALED GLASS 4FLEX 582 or PURFECT GLAZE BITE LL OPERED DACE IEALED GLASS rRY GLASS IONOPLAST INTERLAYER IEALED GLASS KAFLEX652 or - PURFECT GLAZE "H" ITE FULL.SIZE �x GLASS TYPE B iTJo7/11 PROPMETARYAND CONFIDENML THE INFORMATION CONTAINED IN TMS 13PAWtNO IS THE. SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW S/STEMS. INC. IS PROH INTED. RFOLHRM MARA TYPE WIDTH HEGHT MAX SIDELITE MAX SNGLE MAX FRENCH 81" MAX TYPEA TYPEA TYPEA 97" MAX TYPE B TYPE B TYPE B SECTION VIEW A -A ALTERNATE 1 MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10.12,13,16-17,22,43,48,54,57,6S ITEMS NOT USED IN VERSION SHOWN: 2,3,8,8,15,18,25-28,30-34,38.40,43,52,83,80,82,85,88,72,78 PROPRIEMRYAND CONFIDENTAL 1=7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OFCUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS AWFgLE WTHOUT THE WR"TEJ PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SECTION VIEW B -B. ALTERNATE 2 MULTIPOINT LOCK UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11/14/201 TLE: SECTION VIEW -SINGLE DOOR IE&8700-8760—hRAWN6Y. ADE - 12tb/2011 I°�"'PVC SWING DOOR cAL ` NTS °' °"CWS 641 6 OF 14 SECTION VIEW C -C SECTION VIEW D -D PROPfBETARYANDCOMDEM[4L ]7JO7J1I THE INFORMATION CONTAINED W THIS ORAWING IS THESOIX PROPERTY OFCUSTOM WMDOW8YSlr2W;N . ANY REPRODUCTION IN PARI OR AS AWHOLEWITHOUTW WRIYTEN PERMISSIONOF CUSTOM WINDOW SYSTEMS, INC. IS PROW8ITED. ITEMS NOT SHOWN FOR CLARITY: 10-12,13,15-17,22,26-28,14-N,43,04,57 ITEMS NOT USED IN VERSION SHOWN: 8,8,15,18,25,40,42,45,48,48,52,53,58,80,74,78 114TCRIM SECTION VIEW E -E SECTION VIEW F-F SEALANTAPPLIED TO 1[5}ADJOINING FACES �7 BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10,11J6,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 1 -3,6,7,845,17,18,20,21,23,24,26,2.7,30,39,41,4446,48-52,54-56, 58-61,63-71,74,-76 Az aaoaweraarawacoa�omuna� 12/007/11 010 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX ON CENTER. SEALANT APPLIED TO ADJOINING FACES�i BYINSTALLER ' X10-24x"74°TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. .(SEE PAGE 1,3 FOR HINGE SPACING) .078 DOOR HEAD -18W a 9118° .082 1 1116° DOOR SILL -1878 —L 8 r -9118" ----{ 078 B° DOORJAMB -1880 7 NOTE: ALL EXTRUSIONS ARE 8081-T8 ALUMINUM PVC DOOR PANEL - 8083 1.470 8 il18" 2.938 REINFORCEMENT -1861 1-1.470 • � 4 1/16° 2.938 REINFORCEMENT -1860 81 Imo--- 2.281 10E .Z FRAME COVER -1808 PROPPoETARYANO "IFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN TH R DRAWING IS Tm SOLE PROPERTY OF 0413170M WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE OATH= THE WRITTEN PERMISSION OF CUSTOM NANOOW SYSTEMS, INC. IS PROHOTE0, REINFORCEMENT -1857 REINFORCEMENT -1858 F»—z,4a7 IV .070� o THRESHOLD -1783 3.. .080 2° 68 ASTRAGAL COVER -1859 318°� 1l8� 1/18° 82 _4° DRIP CAP " 1817 SIDELITE COVER -1816 1 15118" 608 89 1/18° 314 °d 80 360 �' FILLER 13/4°-+� -1784 BASE SWEE -1915 • 1/8° 1 118 85 8 INSERT, IN ACTIVE PNL -1849 19/16,11 9118° 1118" 13118" ti 1f 8" INSERT, BACK 1885 INSERT, FRONT -1884 .818 1.0177 3 PVC GLAZING BEAD -8084618° 1118° W;84 1 112" ►I 78 --9/10° HEAD COVER - 1840T 1/18" 0 3/4° 13/18" 1/18° REINFORCEMENT -1662 DRIP COVER -1918 UPDATED PER 2010 No 58201 '.;� 1900 SW 44TH AVE. 1 OCALA, FLORIDA 34474 •lr „ _-M 'TTLE' EXTRUSIONS - IMPACT STATE OF t is RFS: RAWN BY: TB: p",`�*$fMODEL:8700.8750 ADE 1215/2011 T' --'X4 ¢PVC SWING DOOR 1:2 °CWS -84' 'fONA11 �►� EW.LETTEF,: A - EE- 1o0F1 OF SEALANT FRAME AND J& MAX SHIM (B] CONTINUOUS DOUBLE 3116" BEADS OF 8 AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 1 BY WOOD BUCK BY OTHERS. [A] 1 114" MIN. EMBEDMENT [C] INSTALLATION ANCHOR, 114" MASONRYANCHOR. [C] a INSTALLATION ANCHOR, 3116" FLAT MASONRY ANCHOR THROUGHHINGE. [E] a' no 2112` MIN Co EDGE DIST. [C] —1 "—SEALANT BETWEEN PERIMETER SEALANT BUCK AND OPENING BYINSTALLER BY OTHERS EXTERIOR FINISH 1 114" MIN. BY OTHERS EMBEDMENT ICI ('SIHORIZONTAL SECT] E (MASONRY) REFERENCE NOTES: INSTALLATION ANCHOR, IM" DIA. MASONRYANCHOR.ICI IA]SEENOTE lo,swi [[BBJJ SEE NOTE 2&3. BHT 4 [C) SEE NOTE 4, BHT 4 IDj CONTINUOUS DOUBLE TALL BEADS SEALANT SEE NOTE 5, BHT 4 IEI SEE NOTE S. SHT 4 Il_Tll AROUND PERIMETER AT ALL iND1CATETED POINTS BETWEEN FRAME AND SILL BY INSTALLER, LUCAS A..TURNER, FL P.E. 58201 JAUPDATED PERK 201001.FBC IRIMETER NSTALLER SEALANT �BYOTHERTFSIMASONRY `a�� t n:R.�,� ► '�. i G OfMi:� a 1/4' MIN. H— 2112" MIN. EMBEDMENT ICI EDGE DIST. 12!07/11 PROPRIETARY AND COMDENM VERTICAL SECTION THE INFORMATIONCONTMNED IN TMS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRAME (MASONRY) WMDOW SYSTEMS• IM ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WMDOW SYSTEMS, INC. 13 PRORRITED. INSTALLATION ANCHOR, 'SEALANT BETWEEN BUCK 114" MASONRY ANCHOR (C] AND OPENING BY OTHERS CONCRETEIMASONRY 2112'_ MIN EDGE DIST. [C] -- BY OTHERS d> EXTERIOR FINISH—►SS ee BY OTHERS 1 114' MIN. EMBEDMENT [C] PERIMETER SEALANT BY INSTALLER J& MAX SHIM [B] a QQQ❑i�� Id,J,l�j 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [Al OF SEALANT FRAME AND J& MAX SHIM (B] CONTINUOUS DOUBLE 3116" BEADS OF 8 AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 1 BY WOOD BUCK BY OTHERS. [A] 1 114" MIN. EMBEDMENT [C] INSTALLATION ANCHOR, 114" MASONRYANCHOR. [C] a INSTALLATION ANCHOR, 3116" FLAT MASONRY ANCHOR THROUGHHINGE. [E] a' no 2112` MIN Co EDGE DIST. [C] —1 "—SEALANT BETWEEN PERIMETER SEALANT BUCK AND OPENING BYINSTALLER BY OTHERS EXTERIOR FINISH 1 114" MIN. BY OTHERS EMBEDMENT ICI ('SIHORIZONTAL SECT] E (MASONRY) REFERENCE NOTES: INSTALLATION ANCHOR, IM" DIA. MASONRYANCHOR.ICI IA]SEENOTE lo,swi [[BBJJ SEE NOTE 2&3. BHT 4 [C) SEE NOTE 4, BHT 4 IDj CONTINUOUS DOUBLE TALL BEADS SEALANT SEE NOTE 5, BHT 4 IEI SEE NOTE S. SHT 4 Il_Tll AROUND PERIMETER AT ALL iND1CATETED POINTS BETWEEN FRAME AND SILL BY INSTALLER, LUCAS A..TURNER, FL P.E. 58201 JAUPDATED PERK 201001.FBC IRIMETER NSTALLER SEALANT �BYOTHERTFSIMASONRY `a�� t n:R.�,� ► '�. i G OfMi:� a 1/4' MIN. H— 2112" MIN. EMBEDMENT ICI EDGE DIST. 12!07/11 PROPRIETARY AND COMDENM VERTICAL SECTION THE INFORMATIONCONTMNED IN TMS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRAME (MASONRY) WMDOW SYSTEMS• IM ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WMDOW SYSTEMS, INC. 13 PRORRITED. INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] oq, o EXTERIOR FINISH BY OTHERS° PERIMETER BY INSTALLI 1" MIN. EDGE DIST. [D] EMB {DMENT. [D] 914 MAX. SHIM [B] 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 31-18" BEADS OF SEALANT AROUND.PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR 1 318° MIN.. - EMBEDMENT [D] 1_W MAX -SHIM [B] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 2 BY WOOD BUCK BY OTHERS. [A] DIST. [D] —INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [EI 1318" MIN, 1 PERIMETER SEALANT EMBEDMENT [D] BY INSTALLER EXTERIOR FINISH • BY OTHERS. REFERENCE NOTES: �) SEE NOTE INSTALLATION ANCHOR, ° 114 DIA, MASONRY ANCHOR [C] SEE NOTE 2&3, SHT 4 SECTION C SEE NOTE 4, SHT 4 FF�I�(WOOD) [D] SEE NOTE , SHT 4 6 [Ei SEE NOTE 8, SHT 4 CONTINUOUS DOUBLE 3118" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. LUCAS A. TURNER FL. P.E. 98201 A 'UPDATED PER 2010 FBO r—� PERIMETER SEALANT BYINSTALLER BY OTHEREIMASONRY �W``�.4DRl=6y'+ry�l� pZ r�r 9 9^ c. 4.a 5 9b J;17' Nb 58201 1900 SW 44TH AVE. Dg s a 1 114" MIN. C,k a * _ s OCALA, FLORIDA 34474 2 M MIN. y EMBEDMENT [C],4 '� Sy'6Z ]�4 i rrne ANCHOR DETAIL (DOOR) IN 2 BY BUCK - IMF EDGE DIST. [C] 12/07/11 'V STATE OF ZAu 'y T'• R a� �• .moi- RAWN BY! 7E: 8700-8750 ADE VERTICAL SECTION FRAfdE{WOOD) -- THE NFORNWT oN coN7al PRP a� ND C I*IDEE SOLETKL PROPERTY of cusiaon WINDOWSYSTEM3WC.ANYREPR�l1CTIONINPARTORASAWHOMWITHOUTTHE �r� �t4 • C �O R: �'•j�`4~1 r�g*�+fpNA� ��►�� PVCSWINODOOR NTS P WRITTEN PEW,SWONOF CUSTOMWINOMSYSTEMS, INC. 15 PR("MTED, yItallillott , ITER: A EFT I INSTALLATION ANCHOR, SEALANT BETWEEN BUCK 114" MASONRY ANCHOR ]0] AND OPENING BY OTHERS 2 1r MIN 1114" MIN. EDGE DIST. [C] d p a p d r° d a: d p ° n EMBEDMENT [C) d• P. dpj?� pd pd. p CONCRETEIMASONRY pd•dp d� d o. d, BY'OTHERS EXTERIOR FINISH— 1 BY WOOD BUCK BY OTHERS BY OTHERS. FRAME MEMBERS 1 BY WOOD BUCK MUST BE FULLY SUPPORTED. [Al BY OTHERS, [A] PERIMETER SEALANT 114" MAX SHIM [B] /] WMAX SHIM [B] BYINSTALLER I114" MIN. EMBEDMENT ]0] CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT AROUND PERIMETER ATALL WDICATED CONTINUOUS DOUBLE 3116" BEADS OF SEALANT nea INSTALLATION ANCHOR, POINTS BETWEEN FRAME AND SILL AROUND PERIMETER AT ALL INDICATED °' a 1J4" MASONRY ANCHOR, [C) BY INSTALLER. 'POINTS BETWEEN FRAME AND SILL BY INSTALLER. 4' as 4' p e 21/2" MIN it a. n EDGE DIST. [C) INSTALLATION ANCHOR, 114" DIA. MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3118" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. PERIMETER SEALANT CONCRETEfiVIASONRY BY INSTALLER BY OTHERS � � �e "b �b ° �• o. b Pq D 2112 MIN. t a r D , n EMBEDMENT [C] x �•+- EDGE DIST, [C] PROPWETARY•AND CONFlDENTAL VERTICAL SECTION THE IWORaucTION CONTAINED IN THIS DRAWING ie THE SOLE PROMM OFCUSTOM FRAM$ (MASONRY) =001N SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE VOTHOUT THE W WTTENPEHMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMBRED. �-SEALANT BETWEEN BUCK AND 0 ENINO PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS VERTICAL SECTION FRAME(MASONRY) REFERENCE NOTES: (A) SEE NOTE 10, BHT 1 RS) SEE NOTE 2&3, BHT 4 SEE NOTE 4, SHT 4 (6 SEE NOTE 6. SHT 4 LUCAS A. INSTALLATION ANCHOR, #12 WOOD ANCHOR [D] EXTERIOR FINISH BY6 iERS PERIMETER SEALANT BYINSTALLER (PERIMETER SEALANT BY INSTALLER BY _L° I EDGEGE DIST, 131V MIN. EMBEDMENT [D] 91 MAX. SHIM (BI 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] SUS DOUBLE 3118" BEADS OF SEALANT CONTINUOUS DOUBLE 3118" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. • INSTALLATION ANCHOR, 1iIV DIA. MASONRYANCHOR [C] q►o �gA p qb C sqp pqa MIN. f EDGE DIST. ]C] &V,IRTICAI. SECTION F a F (WOOD) CONTINUOUS DOUBLE 3/18" BE .AROUND PERIMETER AT ALL IN POINTS BETWEEN FRAME AND BY INSTALLER. BY OTHERS 1114. MIN. EMBEDMENT IC] yo� PROPI(IVARYANDOONFlDENTIAL VA7111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OFCUSTOM WU'DOW SYSTEMS, UNC. ANY REPRODUC70N IN PART ORAS A WNOLEWRHOUT THE WRITTEN PERMISSION OF CUSTOM WNDOW SYSTEMS, INC. 18 PRORRITPD. MAX SHIM [B] --�j PERIMETER SEALANT ---� BY INSTALLER %VERTICAL SECTION FRAME(W D) It 1 3/8" MIN. EMBEDMENTID] �° MIN. DIST, [D] — INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] —2 BY WOOD BUCK BY OTHERS. IA] EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A] SEE NOTE • 10, SHT 1 [B] SEE NOTE 283, SHT 4 ICI SEE NOTE 4, SHT 4 ID] SEE NOTE 5, SHT 4 [E] SEE NOTE 8, SHT 4